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CR 2012-085 Site Plan Review - Gallery Flats ApartmentsAugust 1 2012 Council Report 12-85 � � p SITE PLAN REVIEW — GALLERY FLATS APARTMENTS Proposed Action Staff recommends the following motion: Adopt Resolution 12-54, approving a site plan to construct 163 apartments at 815 First Street and 31 Ninth Avenue South. At the Zoning and Planning meeting, Mr. Datta moved and Mr. Kerrsen seconded a motion to adopt Resolution RZ12-8, recommending approval of a site plan to construct 163 apartments at 815 First Street and 31 Ninth Avenue South. The motion was approved on a 5-0 vote. Ms. Naef abstained. Overview In 2010 the City had a purchase agreement for the former Park Nicollet site at 815 First Street South. The City closed on the property in 2011. Also in 2010 the City put out a request for proposals (RFP) to redevelop the site, and three companies responded. Klodt Development, LLC was the City Council's choice to redevelop the site. Klodt has also secured the former Lutheran Digest building property to add to the development. Klodt Development, LLC is proposing to construct two apartment buildings. The first building will be constructed along Eighth Avenue and have 73 units. The second building will be constructed along First Street and Ninth Avenue and have 90 units. The development will have underground parking with access to the underground parking from First Street. The underground parking will be one large parking area spanning both of the buildings. Primary Issues to Consider • What is the zoning of the property, and how has the Comprehensive Plan designated the subject site? • What are the specifics of the redevelopment? • What is the applicant's time line? • What are the items that will have to occur for this development to proceed? • What was the discussion at the Zoning and Planning meeting? Supporting Documents • Analysis of issues • Resolution 12-54 Site plans TtAk A OT&W)Tu1 Nanc . Anderson, AICP City Planner Financial Impact: $ N/A Budgeted: Y/N Source: Related Documents (CIP, ERP, etc.): Notes: CR12-85 Page 2 Primary Issues to Consider. • What is the zoning of the property, and how has the Comprehensive Plan designated the subject site? The zoning of the property is B-2, Central Business. The Comprehensive Plan has designated this site as Mixed Use. The site will be rezoned to Mixed Use with a PUD overlay district. • What are the specifics of the redevelopment? Building The development will consist of two phases. The building along Eighth Avenue will be constructed in the first phase and the building along 1St Street and Ninth Avenue will be the second phase. The building will be five stories on Eighth Avenue and four stories on Ninth Avenue. Both buildings will have flat roofs. The underground parking for the entire development will be constructed with the first phase. The building and parking areas will have security systems. Parking/Access The site will have underground parking spaces. Access to the underground parking will be from First Street with a single overhead door. Underground parking will be accessed by a proximity reader, and the underground parking area will be equipped with security cameras. There will be 165 underground parking spaces. 72 of the storage units will be located in the underground parking area. There will be surface parking on the north side of the Ninth Avenue building for visitor parking with the access to this area from Ninth Avenue and the alley. There will be 23 surface parking spaces. The surface parking will be used for both buildings. The surface parking stalls are 9' x 18', not the required 9' x 20'. The surface parking area will be lit with two light poles. The mixed use ordinance requires 1.5 parking spaces for each unit. The proposed parking ratio is 1.166 per dwelling unit. The required ratio can be reduced if a Travel Demand Management Plan (TDM) is completed. The applicants have completed a TDM and outlined actions that will support a lower parking ratio. Other recent developments in the downtown area also have supported a lower parking ratio. Additional street parking is available. Snow will be stored on site until it is necessary to have it removed. Pedestrian Access The main pedestrian access to the buildings will be from the street corners. Secondary public entrances are located on the west side of the east building and on the southwest corner of the plaza for the west building. There will be additional resident only entrances to both buildings. CR12-85 Page 3 Exterior The exterior of the building will be primarily brick and stucco with accents of architectural metals. Double -hung windows will be used. The balconies will have metal decks and rails. Any roof -mounted equipment will be placed to the inside of the building so as not to be visible. The proposed exterior material meets the requirements of the ordinance. Landscaping There will be boulevard trees on Eighth and Ninth Avenues and First Street. In addition to the boulevard trees, the development will have a courtyard between the two buildings. This courtyard will be the roof to the underground parking. There will be planters throughout the courtyard with plantings, but the majority of the courtyard will be sod. The courtyard will also have an outdoor kitchen area. The ordinance requires one percent of the cost of construction for landscaping and public improvements; the applicant will exceed the one percent. Lighting Street lights will remain on all the public streets. The building fagade on Eighth Avenue will have the accent lighting on the columns from the second floor to the fifth. The other facades will not be lit, other than entry lights. The courtyard will have pedestrian scaled light for the walking paths. Dwelling Units The following is the breakdown of units: 18 studios 100 one -bedroom 16 two -bedrooms, one bath 29 two -bedrooms, two baths The square footage of the units will range from 700 to 1200 square feet. Some of the amenities within each unit will be laundry, nine -foot high ceilings, ceramic bathroom floors and walls, pre- wired for internet, cable TV and phone. Each unit will be individually metered with natural gas, electric and water. Along Eighth Avenue there will be six live/work flex spaces for a total of approximately 4800 square feet. Access to these six units will be directly to Eighth Avenue. These units along Eight Avenue can be used for commercial spaces. The ceiling height for these units is 11 feet, the ordinance requires 11 feet for non-residential space. At least 20 percent of the units on the former Park Nicollet site (east building) will be affordable at the 80 percent average median income level. CR12-85 Page 4 Floor Area Ratio (FAR) The Floor Area Ratio is the numerical value obtained through dividing the floor area of a building or buildings by the lot area on which such building or buildings are located. The mixed use ordinance requires a FAR a minimum of 4 and a maximum of 5. The proposed development has an FAR of a little over 3. Building Amenities The first floor will consist of mostly common area amenities. Some of the amenities of the building are the following: • Underground parking • Bike storage • Exercise room • Community room • Landscaped courtyard with underground irrigation • Building security system • Storage rooms • Individual storerooms • On-site management Engineering/Public Works The City Engineer noted that the water services should come off First Street. Fire Marshal The fire marshal has reviewed the preliminary plans and found them acceptable. Trash The trash enclosures will be inside the building, including an area for recycling. The trash enclosures will be placed outside on the day of pickup. Sidewalk There will continue to be a sidewalk on Eighth and Ninth Avenues and First Street. The widths of the sidewalks will vary from 12'-13' feet on Eighth Avenue, seven to 14' feet on First Street and six feet on Ninth Avenue. The ordinance requires a minimum of five feet and maximum of 20 feet. CR12-85 Page 5 Bike Racks Each unit will have a bike storage area, some which will be located in the underground parking area. There will also be three bike storage rooms. The east building will have one large room that will hold approximately 30 bikes. The west building will have two rooms; each will hold approximately 20 bikes. The storage rooms are located on the first floor. The mixed use ordinance requires one per two units. In addition to the resident bike racks, there will be an additional five bike racks for guests throughout the site. The mixed use ordinance requires eight spaces for guests. The five bike racks will have space for 40 bikes. Signage It is proposed to have signage on the fascia above the two main entrances, which will have the names of the buildings. The live/work flex spaces will also have a sign band. There will also be an opportunity for public art on the east building on the north and south sides. Setbacks The buildings setbacks vary. The east building will have a six to seven -foot setback on the east side, six feet on the south, and one foot on the north. The courtyard is the west side of the east building. The west building has a one to two foot setback on the south side, a 1.9 to 6.6 foot setback on the west side, the courtyard on the east side and the surface parking area to the north. Watershed District This development will have to be approved by the Watershed District. Any City approvals will be contingent on their approval. Surrounding Uses The site is surrounded by multi -family housing to the east, Elks Club to the north, industrial building to the south and offices and downtown park to the west. What is the applicant's time line? The applicant is planning to start construction in the spring of 2013. • What are the items that will have to occur for this development to proceed? • PUD agreement What was the discussion at the Zoning and Planning meeting? Ms. Anderson reviewed the proposed development. John Bell, from Klodt Development appeared before the Commission. Dave Clark, the architect, also appeared before the CR12-85 Page 6 Commission. Mr. Bell gave an overview of the proposed apartments. Luree Pearson of 750 Mainstreet appeared before the Commission. Ms. Pearson was concerned with the parking in the area. Lee Benson of 750 Mainstreet appeared before the Commission. Mr. Benson was concerned with the parking in the area, the light rail transit not being finished until 2018, parking for snow emergencies, and the HVAC units. Vick Baldwin from the Elks appeared before the Commission. Mr. Baldwin was concerned about the parking and the Elks will not be able to use the former Park Nicollet parking lot. Most of the Commission's discussion focused on the parking in the area. Alternatives 1. Approve the site plan to construct an apartment complex. By approving the site plan, the will be able to construct the apartments as proposed. 2. Deny the site plan to construct an apartment complex. By denying the site plan, the applicant will not be able to construct the apartments as proposed. If the City Council considers this alternative, findings will have to be identified that support this alternative. 3. Continue for further information. If the City Council indicates that further information is needed, the item should be continued. CITY OF HOPKINS Hennepin County, Minnesota RESOLUTION NO: 12-54 RESOLUTION MAKING FINDINGS OF FACT AND APPROVING OF A SITE PLAN TO CONSTRUCT 163 APARTMENTS AT 815 FIRST STREET SOUTH AND 31 NINTH AVENUE SOUTH WHEREAS, an application for Site Plan Review SPR12-3 has been made by Klodt Development LLC; WHEREAS, the procedural history of the application is as follows: 1. That an application for a Site Plan approval was made by Klodt Development LLC, on July 2, 2012; 2. That the Hopkins Zoning and Planning Commission, pursuant to mailed and published notice, held a public hearing on the application and reviewed such application on July 31, 2012: all persons present were given an opportunity to be heard; 3. That the written comments and analysis of City staff were considered; and, 4. A legal description of the subject property is as follows: Parcel 1: The South 36 feet of Lot 13, and all of Lots 14, 15, 16, 17, 18, 19, and 20, Block 4, "WEST MINNEAPOLIS," Hennepin County, Minnesota, together with the East half of the vacated alley in said Block 4, lying between the westerly extension of the North line of the South 36 feet of said Lot 13, and the westerly extension of the South line of said Lot 14, and including that part of the vacated alley in said Block 4 lying between the westerly extension of the North line of said Lot 15 and the Westerly extension of the South line of said Lot 17, all in "West Minneapolis," except those portions embraced within the following -described two tracts: Exception Tract A: Lot 13, except the North 14 feet thereof, and the North 18 feet of Lot 14, Block 4, together with the easterly half of the vacated alley in said Block 4, lying between the Westerly extension of the South line of the North 14 feet of said Lot 13, and the westerly extension of the South line of the North 18 feet of said Lot 14" all in "WEST MINNEAPOLIS," Hennepin County, Minnesota. Exception Tract B: That part of Lots 15 and 16, Block 4, "WEST MINNEAPOLIS," described as follows: Beginning at the Southeast corner of said Lot 15; thence Southerly along the East line of said Lot 16 a distance of 8.49 feet; thence Westerly, deflecting 89 degrees 42 minutes 54 seconds to the right a distance of 127.44 feet; thence Northerly, deflecting 90 degrees to the right a distance of 50.00 feet; thence Easterly, deflecting 90 degrees to the right a distance of 127.69 feet to the East line of said Lot 15; thence South along said East line to the point of beginning. Parcel 2: Tract A: Lot 13, except the North 14 feet thereof, and the North 18 feet of Lot 14, Block 4, together with the easterly half of the vacated alley in said Block 4, lying between the Westerly extension of the South line of the North 14 feet of said Lot 13, and the westerly extension of the South line of the North 18 feet of said Lot 14, all in "WEST MINNEAPOLIS," Hennepin County, Minnesota. Tract B: That part of Lots 15 and 16, Block 4, "WEST MINNEAPOLIS," described as follows: Beginning at the Southeast corner of said Lot 15; thence Southerly along the East line of said Lot 16 a distance of 8.49 feet; thence Westerly, deflecting 89 degrees 42 minutes 54 seconds to the right a distance of 127.44 feet; thence Northerly, deflecting 90 degrees to the right a distance of 50.00 feet; thence Easterly, deflecting 90 degrees to the right a distance of 127.69 feet to the East line of said Lot 15; thence South along said East line to the point of beginning. Tract C: Non-exclusive easement for driveway and access purposes over, across and upon the North 14 feet of Lot 13, Block 4, "WEST MINNEAPOLIS," Hennepin County, Minnesota. (Easement in Gross) Lots 21, 22, 23 and 24, Block 4, West Minneapolis, Hennepin County, Minnesota, together with that part of the vacated alley adjoining Lots 21 and 22 accruing thereto. NOW, THEREFORE, BE IT RESOLVED that the application for Site Plan Review SPR 12-3 is hereby approved based on the following Findings of Fact: 1. That the Planning Commission reviewed the proposed redevelopment. 2. That the proposed use meets the requirements for site plan review. 3. That the proposed use is in compliance with the Comprehensive Plan. 4. That the proposed use is the vision for the downtown station area. BE IT FURTHER RESOLVED that application for Site Plan Review SPR12-3 is hereby approved subject to the following conditions: 1. That the site be rezoned to Mixed Use. 2. That the City Engineer approves the final plans. 3. That the site have an overlay PUD zoning. 4. That the site be replatted. 5. That the watershed district approves the proposed development. Adopted this 6th day of August 2012 ATTEST: Eugene J. Maxwell, Mayor Kristine A. Luedke , City Clerk a PROJECT DIRECTORY DIRECTOR OF ECON. DEVEL. & PLANNING CITY OF HOPKINS, MN 1010 1ST STREET SOUTH HOPKINS, MN 55343 CONTACT: KERSTEN ELVERUM PHONE: 952 548 6340 EMAIL: kelverum@hopidmmn.com DEVELOPER/ GENERAL CONTRACTOR KLODT DEVELOPMENT, LLC 50 GROVELAND TERRACE MINNEAPOLIS, MN 55403 CONTACT JOHN BELL PHONE: 612.374.8282 EMAIL: jbellQModt.com DEVELOPERS COUNSEL WARCHOL MEYER PLLC 3433 BROADWAY STREET NE MINNEAPOLIS, MN 55413 CONTACT. JOHN WARCHOL PHONE. 612.465 0077 EMAIL. jwfchol@Warcholmeyer.com CITY ENGINEER ARCHITECT CITY OF HOPKINS, MN WCL ASSOCIATES, INC. 1010 IST STREET SOUTH 4931 WEST 35TH STREET, SUITE 200 HOPKINS, MN 55343 ST. LOUIS PARK, MN 55416 CONTACT. JOHN BRADFORD CONTACT: DAVE CLARK PHONE: 952.548 6356 PHONE: 952.541.9969 EMAIL. jbradlordQhopldnsmn-m FAX 952.541 9554 FRONT YARD EMAIL dave.cQrcla. com EQUITY PARTNER STRUCTURAL ENGINEER SIDAL REALTY CO. LLP HANUSCHAK CONSULTANTS, INC. 1200 WASHINGTON AVE N 1201 HAWTHORNE AVENUE MINNEAPOLIS, MN 55401 MINNEAPOLIS, MN 55403 CONTACT: BRUCE RUBINGER CONTACT: BILL HANUSCHAK PHONE: 952.545.3780 PHONE. 204 956.2200 EMAIL: EMAIL. haQhanuschalLmm EQUITY PARTNERS COUNSEL GEOTECHNICAL CONSULTANTS BEST AND FLANAGAN LLP AMERICAN ENGINEERING 225 SOUTH SIXTH STREET TESTING, INC. MINNEAPOLIS, MN 55402 550 CLEVELAND AVE NORTH CONTACT GREG SOULE SAINT PAUL, MN 55114 PHONE: 612.339.7121 EMAIL: CONTACT: STEVE KOENES PHONE: 651.659.9001 60,585 SF EMAIL PROJECT SUMMARY 1. SITE AREA PARK NICOLLET SITE 52,479 SF LUTHERAN DIGEST SITE 26,269 SF TOTAL 78,748 SF - 1.81 ACRES 2. ZONING CLASSIFICATION EXISTING ZONING B-2 ZONING APPLICATION CHANGE TO MIXED USE WITH PUD OVERLAY 3. SETBACKS 52,479 SF ZONING REQUIREMENTS PROPOSED BUILDING ON THIS SITE (ABOVE GRADE) FRONT YARD 1' MIN./5' MAX. SIDE YARD 0' REAR YARD 10' PROPOSED PUD SETBACKS SECOND FLOOR BUILDING SETBACKS COURTYARD FRONT YARD 1' SIDE YARD 0' REAR YARD 10' PARKING SETBACKS 15,466 SF FRONT YARD 4' SIDE YARD 2.9' REAR YARD 5' 4. PROPOSED BUILDING AREAS BUILDING 1 GROUND FLOOR 15,324 SF SECOND FLOOR 15,466 SF THIRD FLOOR 15,466 SF FORTH FLOOR 15,466 SF FIFTH FLOOR 15,466 SF SUBTOTAL 77,188 SF BUILDING 2 GROUND FLOOR 24,322 SF SECOND FLOOR 23,980 SF THIRD FLOOR 23,980 SF FORTH FLOOR 23,980 SF SUBTOTAL 96,262 SF TOTAL ABOVE GRADE AREA 173,450 SF UNDERGROUND PARKING AREA 61,810 SF TOTAL PROJECT AREA 235,260 SF CIVIL / LANDSCAPE CIVILSITE GROUP 4931 WEST 35TH STREET, SUITE 200 ST. LOUIS PARK, MN 55416 CONTACT. MATTPAVEK CIVIL PHONE: 763.213 3944 EMAIL mpavek@civilshegroup.com CONTACT: PATRICK SARVER, RLA LANDSCAPE PHONE: 952.250.2003 EMAIL: psarver@avilsttegroup.com ENVIRONMENTAL CONSULTANTS JAVELIN GROUP CONSULTANTS 10125 CROSSTOWN CIRCLE EDEN PRAIRIE, MN 55344 CONTACT'. JOHN FINDLEY PHONE'. 952.380 3668 EMAIL: j8ndley@thejavelingruupinc.com SURVEYOR EGAN, FIELD & NOWAK, INC. 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 CONTACT'. BRENT R_ PETERS, PLS PHONE: 612 466.3300 FAX: 612 466.3383 EMAIL: 5. FAR CALCULATIONS A. PARK NICOLLET SITE ONLY SITE AREA 52,479 SF REQUIREMENTS 1 PER 2 UNITS 83 BIKES PROPOSED BUILDING ON THIS SITE (ABOVE GRADE) BUILDING 1 DRAWING ISSUE UNDER COVER 75 BIKES BICYCLE STORAGE PROVIDED GROUND FLOOR 15,324 SF 1 SECOND FLOOR 15,466 SF COURTYARD THIRD FLOOR 15,466 SF 8 FORTH FLOOR 15,466 SF INSIDE MAIN FLOOR FIFTH FLOOR 15,466 SF 24 BIKES SUBTOTAL 77,188 SF BUILDING 2 (PARTIAL FOOTPRINT) GROUND FLOOR 15,054 SF 0 SECOND FLOOR 15,177 SF ■ THIRD FLOOR 15,177 SF 0 FORTH FLOOR 15,177 SF ■ SUBTOTAL 60,585 SF TOTAL BUILDING ABOVE GRADE 137,773 SF FAR: PARK NICOLLET SITE ONLY 2.625 B. TOTAL PROJECT BUILDING 1 77,188 SF BUILDING 2 96,262 SF 0 0 TOTAL 173,450 SF FAR: ENTIRE SITE 2.203 0 LOCATION MAP 1STSTHOPKINS GALLERY FLATS 1ST STREET SOUTH 8 9TH AVENUE SOUTH 6. BUILDING HEIGHT MINIMUM HEIGHT: 4 STORIES PROPOSED HEIGHTS: MAXIMUM BUILDING 1 65'/ 5 STORIES BUILDING 2 55'/ 4 STORIES 7. PARKING A. ZONING STANDARDS NUMBER OF STALLS - PER PUD AS PROPOSED 1 STALL PER APARTMENT UNIT (ENCLOSED) GUEST PARKING - MINIMUM 1 PER 15 UNITS B. SITE PARKING PROVIDED 23 STALLS C. ENCLOSED PARKING GARAGE 165 STALLS GRADE LEVEL GARAGE 2 STALLS TOTAL 167 STALLS D. PARKING RATIO TOTAL STALLS / NUMBER OF UNITS 190 / 163 = 1.17 STALLS / UNIT 8. LANDSCAPING HARD SURFACE ROOF 39,446 SF PAVEMENT 21,428 SF SUBTOTAL 60,874 SF LANDSCAPE 17,874 SF = 23% TOTAL AREA 78,748 SF 9. BICYCLE REQUIREMENTS 1 PER 2 UNITS 83 BIKES LOCATION SHORT TERM 50' FROM AN ENTRY 8 BIKES DRAWING ISSUE UNDER COVER 75 BIKES BICYCLE STORAGE PROVIDED SITE 8TH AVE 1 1ST ST 4+4 COURTYARD 4 PARKING 8 SUBTOTAL 20 BIKES INSIDE MAIN FLOOR 52 BIKES GARAGE 24 BIKES 11 0 0 0 ■ COVER 0 0 0 0 ■ CR2 DESIGN IMAGES 0 0 0 0 ■ CR3 DESIGN IMAGES CIVIL 0 0 0 0 ■ - EXISTING CONDITIONS PLAN 0 0 0 0 ■ C1 DEMOLITION AND REMOVALS PLAN E] Ej Ej E] ■ EROSION CONTROL PLAN C2 SITE PLAN 11 1:1 11 El . c- PUT ❑ 0 ❑ ❑ ■ C3 GRADING & DRAINAGE PLAN ❑ 0 0 ❑ ■ G UTILRYPLAN ❑ ❑ ❑ ❑ . C5 STORM WATER POLLUTION PREVENTION PLAN 0 ❑ ❑ 0 . Ca DETAILS ❑ ❑ ❑ O ■ C7 DETAILS ❑ ❑ ❑ ❑ ■ Lt LANDSCAPE & LIGHTING PLAN ARCHITECTURAL O . A1.0 FLOOR PLAN - PARKING . All FLOOR PLAN GROUND FLOOR ■ A1.2 FLOOR PLAN SECOND FLOOR 0 0 0 ■ A10 FLOOR PLAN THIRD FLOOR . A1.4 FLOOR PLAN - FORTH FLOOR . A1.5 FLOOR PLAN - FIFTH FLOOR ■ A2.0 ROOF PLAN I] ■ 1130 EXTERIOR ELEVATIONS ❑ ■ A3.1 EXTERIOR ELEVATIONS 9. BICYCLE REQUIREMENTS 1 PER 2 UNITS 83 BIKES LOCATION SHORT TERM 50' FROM AN ENTRY 8 BIKES LONG TERM UNDER COVER 75 BIKES BICYCLE STORAGE PROVIDED SITE 8TH AVE 4 1ST ST 4+4 COURTYARD 4 PARKING 4 SUBTOTAL 20 BIKES INSIDE MAIN FLOOR 52 BIKES GARAGE 24 BIKES 10. DWELLING UNITS BUILDING 1 BUILDING 2=1.3UNITS FLOOR 1ST 2ND 3RD 4TH LTH IST 2ND 3RD 4TH STUDIO 6 2 2 - - 4 3 3 3 1 BEDROOM 5 11 1111111 11 13 11 11 11 2 BEDROOM 3 3 4 4 4 9 9 9 TOTAL 73 90 SITE DENSITY - 1 DWELLING UNIT PER 483 SF OF SITE AREA till", _ I a+i: U", j �IJ=! 1.1 L!!p .Zia s•J ��� �� j�li An NONE i► ` Ir r 11, j III ww' �I r. _- ISI • ,1;_ _` fe :I -h Inn , Imi 'nl C ! I�il Pat tai i���� a + • =4 �_�a' �.s` l ':1■moi■niil®fF:' 4.,, >�il� i r,{� .1 .. -- I .. .I (—IIS 1 ��— Ili s r ti ,1 7M._-.— ::fes I� '7i► ����' r.�� � • �,�� - -- '«., - ■r����r,'��Nor Architecture Interiors HOPKINS VIEW FROM THE INTERSECTION OF. 9TH AVENUES. AND 1ST STREET S. VIEW ALONG IST STREET S. AERIAL VIEW OF THE SITE WITH THE PROPOSED BUILDINGS COURTYARD VIEW BETWEEN THE TWO BUILDINGSDC WCL Associates. Inc. ass, was, ran suss, Suite 200 51 Lova Pah. Mmrasota 5541fi 1..952 501 99@3 1..952 Sa1.9554 wwxwGa com HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 1ey Mrd v candy ma mis plan was preparetl amunar my mr.n awe,,.a:on am mar 1 , any«�sa ar�nnan unaar ma law: a ,M ShM of Minrezda SIGNATURE. NAME'. REGISTMTION: 141M PRINTHISTORY DATE CITY SUBUSSION 0829.20,2 DESIGN IMAGES PROJEcr'. =10.0101 GMEwKEO C R 3 • P aT)Au 1'rt3-xSOZIN RE ASSOG II „:. -81' LDINO LINE 5 0 6 ,, I _ sl7e IswavEvEv B�EaAN�Tr� NoyuK .wwARr 2oREPARED FROM SURVEY: ------ IONS PLAN P.I.D. e5 IciviisI Ike 4931 W. 35TH ST.. McYp , �1 I•.. i ? a ORM o, RROPER L11E EDGE Ls 8111.110,5 IS c 3 " . NORRi RLPER,Y L"'E---, ,� eU,/L DING ,�mro 3.. pv"°w9e 511 fr D PLAT I +; �- S8Z=44'00Eo.17 '-�, / -_- I. 2411722430150 2. 2411722430108 3.2411722430138 4.2411722430160 ST.10115 PARK, MN 55118 PH'. 9532503x13 clae.a,auP.aoa, 1 tt1\ 1e ! e I •W _916- uIRE< ° rYn1[[, / `T1 -• I PROPERTY ADDRESS: I. 815 15T ST. 5. HOPKINS • - • ' !• i s . ^, I j 1 i I a • ' t i - `i +1111 l I I t^RJJ 'pU1pe9l' RI bI j '1 1 1 I 1 ' W {-� Q ' p Q ~ U h e � Nx-wxlM) _--.. - }I I , 1 • - - __ - 1 'I i u 15 _ �•• •x aaa poi. w�. = N-.Sa O - � .• 1 ;1 r 1 • _ c r -i 1 •,1 \ - o"j91 e�vMn= C`y.larx Row �. " I �o L 0 IS \1.2 I 60.9 \ •"'oa I I �D co xo69I _ e'al o' xuL 1 / &$g '�'• 1 �S� I' *ut 88 3 ' n i 514 - --p�--�y=1--- �' CKRIANG /•:� I 3i I • �. ,^4 OUaaxc HOCH, - 16.8 EEEF-- . _ >'.Y r-•� t r__ •. ( I , Qs �* I _ _ I b L J t �� m - 141 nW T T I I - EXISTING ONE STORY BRICK & , I n. $o---50UM uHE a THE NPR. 14.ao ex rr or ,' CONCRETE BUILDING NO. 31 0; - - tr rwE xaRrH uxE or mE sour+r 3noo FEer a- j` Lor rx el.oa a. xcsr.RwEAPa1s (e1 ,; FVOWR"I AREA"3..31 so Fr.),- •/ %. I „ ELKS rare 2aae aev.-915 i 3 �m i•r L `` �I _ --sz ot><RHAxc-T• - --§ j !A V Sr -7.36°42"E !'PUBLIG.• ", ALLEY - ' -� r t I m _I_-a.0a a r 'i .ma - '�� •- I I ''• �s_ ,P,o I�. ; ,,�p� • 2� - I ,� fro I� 161AH .r OWER..- ME GTY OF HOPKINS I 1 ADDRESS 1010 1ST S)REE1 SWM •,1a, wEi IFRLY EX1Ex5ldli OF IIIE SOU. UNF O I/PARCEL NO: 24-117-22-43-0138 Ary 'IO i RIE — I.— FEET � LO) 13 tr INET NORM i � 1 U .r UNE OE ME SOU. 36.00 FEET OE LOr r --__. I I rt , • • }}} -- ' r { -EAST I ar THE eE5T HALE —$ r I ME . We T ALLEr IH u d I ll- % ecacw ., wEsr wlR1EAPOL1s y- I ..-- ---1 5 rD --±-- I I - O M I cc o \ 1 I 1 '• cn I i e1 cull 9z� � ! Oehl -W: ME CITY OF HOPKINS I 'y J ADDRESS 1010 IST SIREET SWM 1 - ! 1 I PARCEL NO. 24-117-22-43-OIO6 Ir \ 1 nr -, o r) zc•1.nE a nw.mE / s . • � 1 � I L NN�;Z36'40°'W 134.64 --- -8 7 '�`, /'� ' �t aAKvr caro n `) -925- - T g I .r owel..w_1 1� C.� I L9 ry F F o— U \ 1 J OIYNER THE Dr, DE HOPKINS C , 11 ADDRESS.. 815 IST STREET SOL M II &rDuxoUs P4RpyO / PARCEL NO: 24-117-22-43-0150 `� it 1 Lor I w "` I 1 \ i I} A, oA»u10 - ''\tt I 1 i 6y41,•s w ui / .: ,54 •: �1 t J t/ ;�*^ tl `✓W�. EXISTING ONE STORY BRICK `` y-o1ulAvc BUILDING NO. 815 )! `� I t `a -- ----- w r 1 I 1 n4N Q 3 U m a 2. 815 IST 5T S. HOPKINS 3. 815 5T ST 5, HOPKINS 4. 31 9TH AVE 5. HOPKINS LE6RL DESCRIPTIONS: Parcel 1: I The South 36 feet of Lot 13, and all of Lots 14, 15, 16, 17, 18, 19, and 20, Block 4, "WEST MINNEAPOLIS", I Hennepin County, Minnesota, together with the Eost half of the vacated alley in said Block 4, lying between the westerly extension of the North line of the South 36 feet of said Lot 13, and the westerly extension of I the South line of said Lot 14, and including that part of the vacated alley in said Block 4 lying between the westerly extension of the North line of said Lot 15 and the Westerly extension of the South line of said Lot 17, all in "West Minneapolis'. except those portions embraced within the following -described two tracts: Exception Tract A: Lot 13, except the North 14 feet thereof, and the North 18 feet of Lot 14, Block 4, together with the easterly half of the vacated alley in said Block 4, lying between the Westerly extension of I the South line of the North 14 feet of said Lot 13, and the westerly extension of the South line of the North 18 feet of said Lot 14" all in 'WEST MINNEAPOLIS", Hennepin County, Minnesota. Exception Troat B: That art of Lots 15 and 16, Block 4, "WEST MINNEAPOLIS", described as follows: Be nnin at the Southeast P g' g corner of said Lot 15; thence Southerly along the East line of said Lot 16 o distance of 8.49 feet; thence Westerly, deflecting 89 degrees 42 minutes 54 seconds to the right a distance of 127.44 feet; thence Northerly, deflecting 90 degrees to the right o distance of 50.00 feet; thence Easterly, deflectin 90 degrees Y: 9 9 9 Y: 9 9 I to the right a distance of 127.69 feel to the East line of said Lot 15; thence South along said East line to the point of beginning. I Parcel 2- Tract A: Lot 13, except the North 14 feel thereof, and the North 18 feel of Lot 14, Block 4, together with I the easterly half of the vacated alley in said Block 4, lying between the Westerly extension of the South line of the North 14 feet of said Lot 13, and the westerly extension of the South line of the North 18 feet of said Lot 14, all in 'WEST MINNEAPOLIS", Hennepin County, Minnesota. • Tract B: That port of Lots 15 and 16, Block 4, 'WEST MINNEAPOLIS', described as fellows: eginning at theSoutheast comer of said Lot 15: thence Southerly along the East line of said Lot 16 a distance of 8.49 feet; thence Westerly. deflectin 89 degrees 42 minutes 54 seconds to the right a distance Y• 9 9 9 ----------- of 127.44 feet; thence Northerly, deflecting 90 degrees to the right a distance of 50.00 feet: thence Easterly, deflecting 90 degrees to the right a distance of 127.69 feet to the East line of said Lot 15; thence South along said East line to the point of beginning. Abstract Property. Tract C: Non-exclusive easement for driveway and access purposes over, across and upon the North 14 feet of Lot 13, Block 4, WEST MINNEAPOLIS, Hennepin County, Minnesota. (Easement in Gross) Abstract Property. Lots 21, 22, 23 and 24, Block 4, West Minneapolis. Herne n Count Minnesota, together with that p pi y, ge part of the vacated alley adjoining Lots 21 and 22 accruing thereto. I Abstract Property Known as 31 9th Avenue South, Hopkins, Minnesota. I SURVEY NOTES: 1. The orientation of this bearing system is based on the Hennepin County Coordinate Grid (NAD 83-96 I Adjustment). I 3. The area of the property described hereon is 52,479 square feet or 1.2048 acres. AND The area of the property described hereon is 26,269 square feet or 0.603 acres. (I.E. TOTAL SITE AREA - 78,748 SQUARE FEET OR 1.808 ACRES) I 4. According to the Federal Emergency Management Agency Web Site the property is located within Flood Zone X (areas determined to be outside the 0.2% annual chance Floodplain), as shown on Federal Flood I Insurance Rate Map No. 27053CO341E dated September 2, 2004. 5. BENCHMARK: Top nut of the hydrant located in the northeast quadrant of 9th Avenue South and 1st Street South. Elevation w 925.39 feet (NAVD 88) per MNDOT VRS Network. 6. Existing utilities, services and underground structures shown hereon were located either physically, from existing records made available to us, by resident testimony, or by locations provided by Gopher State One Call, per Ticket No. 120170586 & 12122697. Other utilities and services may be present. Verification and I b .r q o 10 that 1ha I f a4°n i Pm�>P�� r .-fBPor4 WO5 PwQee uj .e Lkerned Prareaskxlal 6glrleeK ,,,m, m5 ;� or r45w9sam Mdthety R. Pavek xre 6/28A2 Liceree tis CONSULTANT: WCL Associates, Inc. 4931 West 35th Sheet, Salle 200 St. Louis Park, HN 55416 DEVELOPER: Klodt Companies 50 6rovelard Terrace 14yneapolis, MN 55403 PRO HOPKINS APARTMENTS 479th Avenue South 11opklns, MN 55343 ISSUE: 6/28/2012 - CITY SUBMITTAL REVISION: i ss �,.n°aR LtEx-9n " 1 location of all utilities and services should be obtained from the owners of the respective utilities prior to I any design, planning or excavation. • 1iR' i T •. i g1`C11^ „� - s 6 --- 95 ----- I ----`gy 1 - - '-,. r i 14 _ YJIII I 111 1'� EXIFHSDI JF RIE SOU I1 LINE -' I• /s) • ° Lor I . eLocK 1, xEsr.IN1EA S -I i i1 S 9qh _ __ _ ____-!_ +.c y -•� \ - - II, r .'� ' • \ e Dwc HErcHr. 11.1 EEEr-, C 5 \,Y, (`� •'.'-—Alli (Iro� " 5 \ • \ \ ( '---- m' -4 }-� 'fay' '•-ii't -9zs- - `I -- I• o ,n - _- 11 t\ 1 �` I MANHOLE —s—SANITARY SEWER ❑ CATCH BASIN —SS— STORM SEWER b HYDRANT —W—WATER MAIN STOPBOX —e—GAS MAIN • GATE VALVE —E—UNDERGROUND ELECTRIC ELECTRIC BOX —C—UNDERGROUND CABLE LIGHTCHAIN LINK FENCE 'Ifa.1mT No, cA0 DY16'ILe: DRAm MRP cieGcec my, P.S ©eaerlueHr mu,uwnreaa lHe. ra. Nv"ne w4 51 TITLE: •-• i�a, t � GAS METER BLOCK WALL • GAS VALVED BUILDING UNE 0 HANDICAP PARKING SIGN BITUMINOUS SURFACE �- _ --sauTH �WcerCor I� BLxK 4, xEs) NIHNEAPaIs ® "- 4•Asvaamrlssrwa, e b� SIGN Q CONCRETE SURFACE g 0' FLAG POLE LANDSCAPED SURFACE tv SURVEYOR• EXISTING CONDITIONS PLAN -92 ----9 ---' A 60 I5T `STREET SOUTH 60 Nx-„zs _ .—.._.i PUBLIC RIGHT -"Y 1229 Tyler Street NE, Suite 100 "'��J .� MInneaPHONEIis(61A2)n466-330013 • 20' D° FAX: E612) 3383 10�-0® Eg an, Field & Nowak, Ince WWWEFNSURVEY.COM 11eGHT a 2012 By EGAN, FIELD & NOWAK. INC. _. ).—. y1}� ��l-``` ( -Or —se I SHEETNUM$ER: cxexrrta.Re �' I a n d s u r v e y o r s s i n c e 1 8 7 2 4 11 m 66 ALT FENCE/ FENCE TVP. P CISM I 66 INLET ONE �I`OR �lplcv 14 A,' REMOVE AND RECON5TRIrT y Itus ALLEY, COORDINATE ACCESS I\ AReA -I .1- K" ----------------------- - ----------- - Y "Tr` 4-1 o,l r. ... ........ - -•--- 011ftEK Aff —IS A.. I A - 2j . AKN•JE SWM IS TREE 12F AND TRANSFORMER ------------------ ______________________a___ --------------- --------------- REYOVE AND FMCO%TIWT 17 VTE 1-A 5 TREE AC ALLEY, GOORDINA -GESS 6 TREE 8. AND OFF SITE TOCLRB LINE TIMES it REMOVE ALL TREES LANO5GAFqN6 ON SITE q MAPLE 20, AND OFF SITE TO GbRD LINE 26' 11 ASH -6 ft'ER �E CITY OF HOPKINS AODRESS ioyo isr smerr SOUTHREMOVE I -:;a 14: 14 LOCUST 14 REMOVE/LLON Sit U J IES COMBINATION SILT FENCE/ CON5TRITION FENCE TYPIZ PARCEL NO: 24-117-22-43-0138 IT ASH ARaW SITE PERIMETER \-REMOVETl;j : EE ADDRESS' 1010 IST STREET SOUTH I 6 20 ASH -n 21 ASH 1. -- -------- 7A vEmo � Tera N8736'40 REMOVE WATER SERVICE TO VALVE. 66 ALT FENCE/ FENCE TVP. P CISM I 66 INLET ONE �I`OR �lplcv 14 A,' REMOVE AND RECON5TRIrT y Itus ALLEY, COORDINATE ACCESS I\ AReA -I .1- K" ----------------------- - ----------- - Y "Tr` 4-1 o,l r. ... ........ - -•--- -- ---- ----- --- - ------ ---- TREE 12F AND TRANSFORMER ------------------ ______________________a___ --------------- --------------- 5 REIlOVE ALL TREES / LANDSCAPING ON SITE 1-A 5 TREE 1:2- 6 TREE 8. AND OFF SITE TOCLRB LINE TIMES 8 MAPLE Ia" q MAPLE 20, 0 MAPLE 26' 11 ASH -6 ft'ER �E CITY OF HOPKINS AODRESS ioyo isr smerr SOUTHREMOVE I 2.1 14: 14 LOCUST 14 REMOVE/LLON Sit U J IES 16 ASH PARCEL NO: 24-117-22-43-0138 IT ASH �__-----'-­--- REMOVE ALL WATER SERVICES \-REMOVETl;j : EE ADDRESS' 1010 IST STREET SOUTH I 6 20 ASH El. R16HT OF Wm 21 ASH 1. PARCEL Ia. 24-111-22-4J-0106 REMo)k ALL ON SITE UTILITIES vEmo � Tera N8736'40 REMOVE WATER SERVICE TO VALVE. 7T- 00 DEMO ALL SITE PAVINIS AND CONCRETE , HINNot-flo-i MIN N MPG. CIO - REMOW I RELOCATE IST ST ELECTRIC 51 TREE 12F AND TRANSFORMER COORDINATE WITH M.W. 3 TREE 5 REIlOVE ALL TREES / LANDSCAPING ON SITE COMPANY, MAINTAIN ADJ. SERVICE 5 TREE 1:2- 6 TREE 8. AND OFF SITE TOCLRB LINE 26. 8 MAPLE Ia" q MAPLE 20, 0 MAPLE 26' 11 ASH 14" ------ 16 2.1 14: 14 LOCUST 14 CANER. THE CITY OF HOPKINS 12' 16 ASH 14: IT ASH �__-----'-­--- REMOVE ALL WATER SERVICES \-REMOVETl;j : EE ADDRESS' 1010 IST STREET SOUTH I 6 20 ASH El. R16HT OF Wm 21 ASH 1. PARCEL Ia. 24-111-22-4J-0106 REMo)k ALL ON SITE UTILITIES vEmo � Tera N8736'40 134.64 ".A OWER- ME CITY OF HOPKINSZ\r AD ss. 815 1sT s7Rcrr swIH PARCEL NO. 24-117-22-43-0150 - I ------------------------------------------------ --------- DEMO . BRE P • AND 4 aV4LM • EX!'3'7N'.' CWE sr'>:.': 59"rl' AUL ON SITE !ITIE -7- SUILD"NG N". 2l: Harr GOIGTRICTION -Z. , HINNot-flo-i MIN N MPG. CIO - REMOW I RELOCATE IST ST ELECTRIC 51 TREE 12F AND TRANSFORMER COORDINATE WITH M.W. 3 TREE 4 TREE COMPANY, MAINTAIN ADJ. SERVICE 5 TREE 1:2- 6 TREE 8. I MAPLE 26. 8 MAPLE Ia" q MAPLE 20, 0 MAPLE 26' 11 ASH 14" ------ 16 2.1 14: 14 LOCUST 14 5 SPRUCE 12' 16 ASH 14: IT ASH �__-----'-­--- REMOVE ALL WATER SERVICES \-REMOVETl;j : EE 6: III ASH 6 20 ASH El. R16HT OF Wm 21 ASH 1. 22 ELM CONSTRXTICN SHORING ALONG CONSTRICTION FENCE TYP. AID% 51 STREET ' LOW STM 3- *IND CURB 0 ' 3�r=HTW AROMV SITE PERIMVM 15T '-STREET SOUTH E* PUBLIC RIGHT -di -"Y -9z1 r TREE REMOVAL NOTES: TREE NLkl3ER SPECIES 51 TREE 12F TREE 1. 3 TREE 4 TREE 0 5 TREE 1:2- 6 TREE 8. I MAPLE 26. 8 MAPLE Ia" q MAPLE 20, 0 MAPLE 26' 11 ASH 14" LOCUST 16 13 LOCUST 14: 14 LOCUST 14 5 SPRUCE 12' 16 ASH 14: IT ASH 14 18 ASH 6: III ASH 6 20 ASH 6. 21 ASH 1. 22 ELM 12* NOTES: SEE EROSION CONTROL PLAN (F1-EET 65) FOR CONSTRICTION STORM WATER MANAGEMENT PLAN AFTER DEMOLITION AND RIFMOVALS, ARE COMPLETE. M05T CONTROL REGURED PER CITY STANDARDS AREAS AND QUANTITIES: SITE AREA = 151 ACRES 015TLRBED AREA - 2D1 ACRES SILT FENCE = 1300 LF INLET PROTECTION DEVICES = 10 EACH TRAINING (111,A) DESIGN EN61NEIER MATDIEH R. PAVEK P.E. TRAINING 001,R51E DE51CN OF SPIPPP TRA41,11146 ENTITY UNK49ZNIY Of MINNESOTA INSTRUCTOR- J" CHAPMAN DATES Or TRAINING COURSE 5/15/2011 - 5A6/2011 TOTAL TRAtNlN6 HOUR5i 12 ------ `13� -------- EX. I' CONTOUR ELEVATION INTERVAL ---------------- COMBINATION SILT FENCE, CHAIN LINK CONSTRUCTION PENCE ommSTABILIZED CON5TRI)GTION ENTRANCE civiishe 4991 ST. LMMPAFKMN WIG W.9S2202M CNxs.G— — I 1—el' pl, V-1-1 aMIS LI—d PrPf�l—ol Englroer Matthew R. P-1, tote ±�Q�812 L-- No 44265 4101 A -t 35th St .. t, SIAt. St. Lmft Pok, m 200 55416 11 DEVELOPER: Klodt Companies 50 6-1-d Terr" Miwa4,Ol6, MN 55403 I IPROJECT: APARTMENTS 41 9th Avarua S-th Hopk-, MN 55343 11 6/26=12 - CITY SUBMITTAL I [ lemvislo?q: n9o.ecr No. - CAP DW f• FILZ- vw'wI we; MRP cfvK ew. P.115 d EROSION CONTROL PLAN SHEET NUMBER: u • I I, 1 ACCESSIBLE PARKING MARKING -------- __--- Lu CURB AND GUTTER -SEE NOTES Q _ — - - - — UTILITY EASEMENTEASNT 3 F LIGHT FIXTI E AS SPECIFIED 3 I n\\\�\�\ I X WALK CON57RUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROP05M PROPERTY � I' = 20'-0' FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER i 'l 90 8-612 CURB TYR10 ADDITIONAL COST TO OWER. ADJUSTMENTS TO THE LAYOUT SWILL BE APPROVED BY THE �9 APRON =1 EERILANDSGAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL R BITUMINOUS PARKING LOT 1 HCRM CURB �. 9 o l T pp ----245-- 4 0 L7 — 156 ,GAPE BLVI C� CONCRETE PAVEMENT A5 SPECIFIED (PAD OR WALK) ACCESSIBLE PARKING MARKING -------- __--- Lu CURB AND GUTTER -SEE NOTES ---Ta ---- (TA) TIP OUT GUTTER WERE APPLIGABLE-SEE PLAN — - - - — UTILITY EASEMENTEASNT 3 F LIGHT FIXTI E AS SPECIFIED NOTE: n\\\�\�\ 1 ! W 4 CON57RUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROP05M PROPERTY � I' = 20'-0' FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER i COWIENCE ENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL 13E CORRECTED AT NO ADDITIONAL COST TO OWER. ADJUSTMENTS TO THE LAYOUT SWILL BE APPROVED BY THE =1 EERILANDSGAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL 1 •'ti l T Zr C 0 L7 — 156 r1 6' 1 U � I I I I 9 12' ALLEY TRANSFORMER ZS �W 1 1'' iiiiiiiii1111�' Illllllilllll ' GREEN ROOF ` - SEELANDSCAPE PLAN i MATCH EX 5' GONG. WALK J ° a 1�� ,.. REMOVE APRON CONCRETE APRON , MIA7GH EX. GUS .18 a1RB IN STREET MATCH GARB REMOVE EX. CURB - TYPICAL 15T STREET SOUTH L ( PiiP. iC Ri!'NT-CF WAY) • _—•— - I 11 II I I I ° I I 1 91 I I I I -�-- 61 CONCR TE 51DF1N4LK LA 4Y.GM BLV 4} O EX, GARB `g GONG. ITE STAIRS O r I I `S L NurcHEXAPRON, culls I :-92 I 3 V LONG. $ITE STAIRS • 'o I U 4 I T. C 51pEWIgLK APE B_VD I �jI MIMTGH EX. CURB ----------------I B-6lr IN STREETTYPI SITE LAYOUT NOTES: I. THE CONTRACTOR SHALL OBTAIN ALL 1EGE-95ARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT -OF -MY .41D STREET OPENING PERMIT. 2. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE 6150-TEC444IGAL REPORT PRIOR TO INSTALLATION OF 517E IMPROVEMENT MATERIALS. 3. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OY#ERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 4. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARD5, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEERA AND5GAPE ARCHITECT. 5, CURB DIMENSIONS SHOM ARE TO FACE OF GARB, BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING 15 TO BUILDING FOUNDATION AND SHALL B: AS SFOMN ON THE DRANN55. 6. THE CONTRACTOR SHALL 'SUBMIT SHOP DRANIN65 OR 5AMPLE5 AS SPECIFIED FOR REVEW AND APPROVAL BY THE ENGItffiLLANDSGAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH A5, BUT NOT LIMITED TO THE FOLLOMN6, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, H -V POLE5, LANDING PADS FOR CUB RAMP5, AND LIGHT AND POLE5. THE OWER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 7. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH ADA. REOUIRDMEMS-SEE DETAIL. 8. CROSSWALK STRIPING SHALL BE 24' WIDE MATE PAINTED LIFE, SPADED 48' ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. MDU OF CROSSWALK SHALL BE 5 WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERM5E NOTED OR REQUIRED BY ADA OR LOCAL GOVERN N6 BODIES. 9. CURB AND GUTTER TYPE SHALL B: 8612 UNLESS OTHE,41I5E NOTED ON THE DRAMNGS-TAPER BE7YgN CURB TY SEE DETAIL, 10. ALL CURB RADII ARE MINIMUM 3' UNLESS OTW 441SE NOTED. 11. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, AMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 12. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 13. PARKING 15 TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING LWLE55 NOTED OTERNSE. 14. STANDARD PARKING STALLS TO BE W PARE z IB' LONG WITH 22' DRIVE AISLES ULESS OTIERMSE NOTED. 15. HANDICAP PARKING STALLS TO EE W WIDE 18' LONG MTH 5' WIDE LOADING ZONE SEE DETAL. 16. ALL PARKING LOT PAINT STRIPPING TO BE MITE 4' WIDE TYR 1'I. PAVING TO EE NORMAL DUTY' UILE55 OTHERWISE NOTE. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18. ALL DISTURBED SOILS NOT COVERED MTN HARD SURFACE OR LANDSCAPE PLANT MATERIALS TO RECEIVE A MIN. 4' TOP SOIL PITH A MAX. OF 35% SAND AND HYDR05EEPIN 5 SEE LAN P56APE DOGUMEM5 19, ALL. TREE -5 THAT ARE TO RERAN ARE TO BE PROTECTED FROM DAMAGE NTH A CONSTRUCTION FENCE A7 THE DRP LIVE. SEE LANDSCAPE DOGkl[E". 20. TRIM AND SHAPE ALL TREES TO REMAIN. TREES TO BE OPEN BELOW 10' ABOVE GRADE. SEE LANDSCAPE DOGI8NT5. 21. EXTEND LANDSCAPE IRRIGATION SY5TEM TO ALL LANDSCAPE AREA5 NTH -IN THE PROPERTY LIN E5. 5EE LANDSCAPE DOGUENTS. SITE INFORMATION: SITE AREA = 181 ACRES PROPOSED PARKING QUANTITIES SURFACE LOT = 22 STALLS GROUND FLOOR GARAGES = 2 STALLS UNDERGROUND PARKING = 165 STALLS TOTAL ON-SITE PARKING = 189 STALLS OWSTREET = 21 STALLS EXISTING ZONING B-2 ZONING CODE SETBACKS FRONT = 1.0' SIDE = 00' REAR = IOU' LEGEND: C� CONCRETE PAVEMENT A5 SPECIFIED (PAD OR WALK) ACCESSIBLE PARKING MARKING -------- __--- CURB AND GUTTER -SEE NOTES ---Ta ---- (TA) TIP OUT GUTTER WERE APPLIGABLE-SEE PLAN — - - - — UTILITY EASEMENTEASNT F LIGHT FIXTI E AS SPECIFIED NOTE: N CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL 517E Ti.EFENTS PRIOR TO 0E6I1414ING I CON57RUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROP05M PROPERTY LINES, EASEMENTS, 9ETBALK5, UTILITIES, BIILDIN55 AND PAVEMENTS. CONTRACTOR 15 RESPOFSIBLE I' = 20'-0' FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER i COWIENCE ENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL 13E CORRECTED AT NO ADDITIONAL COST TO OWER. ADJUSTMENTS TO THE LAYOUT SWILL BE APPROVED BY THE =1 EERILANDSGAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL 1 C 0 -- J ° a 1�� ,.. REMOVE APRON CONCRETE APRON , MIA7GH EX. GUS .18 a1RB IN STREET MATCH GARB REMOVE EX. CURB - TYPICAL 15T STREET SOUTH L ( PiiP. iC Ri!'NT-CF WAY) • _—•— - I 11 II I I I ° I I 1 91 I I I I -�-- 61 CONCR TE 51DF1N4LK LA 4Y.GM BLV 4} O EX, GARB `g GONG. ITE STAIRS O r I I `S L NurcHEXAPRON, culls I :-92 I 3 V LONG. $ITE STAIRS • 'o I U 4 I T. C 51pEWIgLK APE B_VD I �jI MIMTGH EX. CURB ----------------I B-6lr IN STREETTYPI SITE LAYOUT NOTES: I. THE CONTRACTOR SHALL OBTAIN ALL 1EGE-95ARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT -OF -MY .41D STREET OPENING PERMIT. 2. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE 6150-TEC444IGAL REPORT PRIOR TO INSTALLATION OF 517E IMPROVEMENT MATERIALS. 3. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OY#ERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS. 4. LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARD5, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEERA AND5GAPE ARCHITECT. 5, CURB DIMENSIONS SHOM ARE TO FACE OF GARB, BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING 15 TO BUILDING FOUNDATION AND SHALL B: AS SFOMN ON THE DRANN55. 6. THE CONTRACTOR SHALL 'SUBMIT SHOP DRANIN65 OR 5AMPLE5 AS SPECIFIED FOR REVEW AND APPROVAL BY THE ENGItffiLLANDSGAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH A5, BUT NOT LIMITED TO THE FOLLOMN6, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, H -V POLE5, LANDING PADS FOR CUB RAMP5, AND LIGHT AND POLE5. THE OWER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED. 7. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH ADA. REOUIRDMEMS-SEE DETAIL. 8. CROSSWALK STRIPING SHALL BE 24' WIDE MATE PAINTED LIFE, SPADED 48' ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. MDU OF CROSSWALK SHALL BE 5 WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERM5E NOTED OR REQUIRED BY ADA OR LOCAL GOVERN N6 BODIES. 9. CURB AND GUTTER TYPE SHALL B: 8612 UNLESS OTHE,41I5E NOTED ON THE DRAMNGS-TAPER BE7YgN CURB TY SEE DETAIL, 10. ALL CURB RADII ARE MINIMUM 3' UNLESS OTW 441SE NOTED. 11. CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, AMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS. 12. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS. 13. PARKING 15 TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING LWLE55 NOTED OTERNSE. 14. STANDARD PARKING STALLS TO BE W PARE z IB' LONG WITH 22' DRIVE AISLES ULESS OTIERMSE NOTED. 15. HANDICAP PARKING STALLS TO EE W WIDE 18' LONG MTH 5' WIDE LOADING ZONE SEE DETAL. 16. ALL PARKING LOT PAINT STRIPPING TO BE MITE 4' WIDE TYR 1'I. PAVING TO EE NORMAL DUTY' UILE55 OTHERWISE NOTE. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS. 18. ALL DISTURBED SOILS NOT COVERED MTN HARD SURFACE OR LANDSCAPE PLANT MATERIALS TO RECEIVE A MIN. 4' TOP SOIL PITH A MAX. OF 35% SAND AND HYDR05EEPIN 5 SEE LAN P56APE DOGUMEM5 19, ALL. TREE -5 THAT ARE TO RERAN ARE TO BE PROTECTED FROM DAMAGE NTH A CONSTRUCTION FENCE A7 THE DRP LIVE. SEE LANDSCAPE DOGkl[E". 20. TRIM AND SHAPE ALL TREES TO REMAIN. TREES TO BE OPEN BELOW 10' ABOVE GRADE. SEE LANDSCAPE DOGI8NT5. 21. EXTEND LANDSCAPE IRRIGATION SY5TEM TO ALL LANDSCAPE AREA5 NTH -IN THE PROPERTY LIN E5. 5EE LANDSCAPE DOGUENTS. SITE INFORMATION: SITE AREA = 181 ACRES PROPOSED PARKING QUANTITIES SURFACE LOT = 22 STALLS GROUND FLOOR GARAGES = 2 STALLS UNDERGROUND PARKING = 165 STALLS TOTAL ON-SITE PARKING = 189 STALLS OWSTREET = 21 STALLS EXISTING ZONING B-2 ZONING CODE SETBACKS FRONT = 1.0' SIDE = 00' REAR = IOU' LEGEND: ivii S i t e G R O U P ST. LOUIS PARK, MN 65116 PH' %22502W3 I hudljcerhlg that Ib Pim,'per."— w rq,wt �epeee bA me w uieer m. are=l wpnrvm, ro+e hal I am a alp Ll—d Profee6larwl Engineer Mer N:s Iron, <.tMe of nmre"ota Mat w R�Pavek gate 6 Lac No. 44263 CONSULTANT: WGL Associates, Inc. 4931 West 35th Street, Wte 200 5t- L—is Park MN 55416 DEVELOPER: Klodt Companies 50 6-1,xd Terrace Mrmo pol., MN 55403 PROJECT: HOPKINS APARTMENT5 I 47 9th AVen'e South HbPkire, MN 55343 I I ISSUE: 6/28/2012 - CITY SUBMITTAL REVISION: PRa.lECT NO: GAD DWe FILE. Dao:vR-1 9Y. MRP cRecKeD x:PJS _ �©comu Bois. c..uiiesna �_ SITE PLAN SHEET NUMBER: GAG C� CONCRETE PAVEMENT A5 SPECIFIED (PAD OR WALK) ACCESSIBLE PARKING MARKING PROPERTY LINE CURB AND GUTTER -SEE NOTES ---Ta ---- (TA) TIP OUT GUTTER WERE APPLIGABLE-SEE PLAN — - - - — UTILITY EASEMENTEASNT F LIGHT FIXTI E AS SPECIFIED NOTE: N CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL 517E Ti.EFENTS PRIOR TO 0E6I1414ING I CON57RUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROP05M PROPERTY LINES, EASEMENTS, 9ETBALK5, UTILITIES, BIILDIN55 AND PAVEMENTS. CONTRACTOR 15 RESPOFSIBLE I' = 20'-0' FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER ® 10'-0' 0 20'-0' COWIENCE ENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL 13E CORRECTED AT NO ADDITIONAL COST TO OWER. ADJUSTMENTS TO THE LAYOUT SWILL BE APPROVED BY THE =1 EERILANDSGAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL ivii S i t e G R O U P ST. LOUIS PARK, MN 65116 PH' %22502W3 I hudljcerhlg that Ib Pim,'per."— w rq,wt �epeee bA me w uieer m. are=l wpnrvm, ro+e hal I am a alp Ll—d Profee6larwl Engineer Mer N:s Iron, <.tMe of nmre"ota Mat w R�Pavek gate 6 Lac No. 44263 CONSULTANT: WGL Associates, Inc. 4931 West 35th Street, Wte 200 5t- L—is Park MN 55416 DEVELOPER: Klodt Companies 50 6-1,xd Terrace Mrmo pol., MN 55403 PROJECT: HOPKINS APARTMENT5 I 47 9th AVen'e South HbPkire, MN 55343 I I ISSUE: 6/28/2012 - CITY SUBMITTAL REVISION: PRa.lECT NO: GAD DWe FILE. Dao:vR-1 9Y. MRP cRecKeD x:PJS _ �©comu Bois. c..uiiesna �_ SITE PLAN SHEET NUMBER: GAG I I I I OMNFR: R6: IM OTA6 NAA6WK AJ60C. 1 I I AgGPESS IJ 9M A1UAK SWM 1 vAArn Arx ts-rn-tt-wT-mrs I I I i 66 I I I I 1 I I I I I I I I I I 66 II J B0 IST STREET SOUTH 60 (PUBL/C R/CH7-OF-WAY J --�--------------------------------i--� 1 I I 1 I I I I I I 1 I I I I I I I 66 I I I = I j I I I 1 � 1 z Q` I 3 � I I U �a I I I I I I I I I I I I I I I I I N 4 P = 20'-0• I I0'-0® PRELIMINARY PLAT NOTES: I- PLAT MLL BE GOM70N IMEWST GOW"ITY CONDOMIUM PLAT 2. NO EASEPBITS OR DEDICATIONS ARE PROPOSED G R O U R ST. LOUIS PAR -K, 6 PIY. %itl020DJ cirxsx.c�aw cam I herdry cerbFy that Ms pm, spulfeden report nas �ePaeG b/ me a ,.nGes dreg .Iyervlsr aM Mt l Llcereed Prdassbnal Engireer Ma:� Ne Iw, ztde d Mlrrc�.r�o ACL Associates, Inc. 4931 M.St 35th Street, 5Nte 200 St. La t Pork, Mt 55416 DEVELOPER: Klodt Companies 50 6rovel.d Terrace M —rols, M! 55403 PROJECT: Hopkins, MN 55343 ISSUE: 6/20/2012 - GTY SI.BMITTAL REVISION: SHEET NUMBER: G -2A w GENERAL 6RADIN6 N07E5: I SEE SITE PLAN FOR HORIZONTAL LAYOUT 2. CONTRACTOR SHALL REFER TO REGOMFBIDATIONS IN THE 6EOTECkMIGAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION, 501L GORREGTION, TYPE OF BACKFILL, OR REGIIIREMENT5 3. EXCAVATION AND EMBANKMENT ACTIVITIES SHALL BE PERFORMED IN AGGORDANGE WITH THE 6EOTFLNNICAL REPORT REGOMENDATIO 5. 4. GRADING, AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION D15C IAR&E ELIMINATION SYSTEM 04'DE51 PERMIT REOIPREMEMS I PERMIT FZWIREMBIT5 OF THE CITY. 5. PROPOSED RETAINING WALLS, PREE5TANXNG WILLS, OR COMBINATION OF HALL TYPES GREATER THAN 4' IN HEIGHT 5HALL BE DE56MM AND ENGINEERED BY A REGISTERED STAINING WALL ENGINEER. DESIGN DRAN N55 SHALL BE SUBMITTED FOR REVBV AND APPROVAL PRIOR TO C.ONSTRLGTION 6, THE CONTRACTOR SHALL SCHEDULE 51TE WORK TO MINIMIZE THE DISTURBED AREA AT ANY WVEN TIME. T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINIEHANGE OF GRADE STAKES THROUGHOUT THE DURATION OF GON5TRUGTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RE5PON5IBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES, ACCEPTABLE TO THE EN&INEER/LAHIDr.PCAPE ARGHITEGT PRIOR TO TOPSOIL MID 5ODDIN6 ACTMTIE5. B EXC.E55 FILL MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE CONTRACTOR OFFSITE. 9. AREAS AND MATERIALS DISTURBED OUTSIDE THE LIMIT OF WORK SHALL BE REPAIRED WITHIN IO DAYS, IN A MANNER APPROVED BY THE EWNEER&ANDSCAPE ARCHITECT, AT NO EXPENSE TO THE OWER I0. PROPOSED SPOT GRADES ARE FLOWLINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED, II. GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL 51 -OPE AND 1% MIN. AND 2% MAX. GROSS 51 -OPE, UNLESS OTkERMSE NOTED. 12, PROPOSED SLOPES SHALL NOT EXGEED 3:1 UNLESS IWIGATED OTHERH15E ON THE DRAWINCfi. SLOPES GREATER THAN 3.1 REQUIRE SURFACE ROUGHENIN6 BY EITHER 5TAIR5TI 6RADIN6, GROOVING, FUtROWIN&, OR TRACKING TO AVOID RUlOFF VELOCITY AMID RECEIVE EROSION CONTROL BLANKET AS SPECIFIED. SLOPES LE55 THAN 3.1 NOT STABILIZED WITH VEGETATION SHALL HAVE THE SURFAGE ROXPH GRADED TO REDIIGE RUNOFFUN YVELOCITY 71L SOD HAS BECOME STABILE AND MATURE. AT NO TIME THROUCSHOUT THE DURATION OF THE CONTRACT, SHALL SLOPES BE A SMOOTH GRADE OR A GOMPAGTED SURFAGE. 13, COHTRAGTOR SHALL STRIP, 5TOGKPILE, AND RE-SFREAD SIFFIUENT TOP50IL TO PROVIDE A MINIMUM 4' COMPACTED DEPTH TO DISTURBED AREAS TO BE SEEDED OR SODDED. EROSION CONTROL NOTES: SEE a ♦RP ON SHEET G5. a R O U P —1— ..— S7. L—S PA MN - 1 STNsr.,— ST.LWISPAPoc,MN5 6 —2— I CniLSbGroup.com I he"cert 11. IY thkplm,epecl:,.- a repot Kae eP—d by ire a — my erect swe. !n pr.,d t'. I a„ a ay ro Lkar"d Pfessional Engroa oder Ne ions State of MrKuta vote M I wLRenz�i:o� 44260 CONSULTANT: WCL Associates, Inc. 4931 West 35th Street, Suite 200 St. Loves Park MN 55416 DEVELOPER: Klodt Companies 50 6rovalmd Terc MA wcp.119, MN 55403 PRrJ_ IPL.T. HOPKINS APARTMENTS 41 9th Averue South Hopk—, MN 55343 ISSUE: 6/28/2012 - CITY SUBMITTAL 1�GV171 VIV: PPWJWT NO, GAD DPM MLB: PRAM M, 1R IP CNWAW df,P.15 pcxwuwm apD. clvtsmwlw► Mc. SHEET T TLE: 6RADIN6 d V RA I NAGE PLAN SHEET NUMBER: G-3 LEGEND: _ - - - - - EX I' CONTOUR ELEVATION INTERVAL 419 I' CONTOUR ELEVATION INTERVAL- NTERVALSPOT SPOTGRADE ELEVATION (FLOW LINE UNLESS OTHERWISE NOTED) s2sei SPOT GRADE ELEVATION 6UITER SPOT GRADE ELEVATION BACK OF CAM (TOP OF CURB) .�2aes SPOT GRADE ELEVATION BOTTOM OF STAIRS EMER6ENGY OVERFLOW ---------------- COMBINATION SILT FENCE, CHAIN LINK CONSTRUCTION FENCE 4 OEROSION CONTROL ELANKET 5TABILIZED CONSTRUCTION ENTRANCE I'= 20'-0'TIP ie________________ OUT (T.0) GORE AND GUTTER WHERE ® APPLICABLE -TAPER GUTTERS TO DRAM 10'-0' 0 20'-0' AS 5HOM a R O U P —1— ..— S7. L—S PA MN - 1 STNsr.,— ST.LWISPAPoc,MN5 6 —2— I CniLSbGroup.com I he"cert 11. IY thkplm,epecl:,.- a repot Kae eP—d by ire a — my erect swe. !n pr.,d t'. I a„ a ay ro Lkar"d Pfessional Engroa oder Ne ions State of MrKuta vote M I wLRenz�i:o� 44260 CONSULTANT: WCL Associates, Inc. 4931 West 35th Street, Suite 200 St. Loves Park MN 55416 DEVELOPER: Klodt Companies 50 6rovalmd Terc MA wcp.119, MN 55403 PRrJ_ IPL.T. HOPKINS APARTMENTS 41 9th Averue South Hopk—, MN 55343 ISSUE: 6/28/2012 - CITY SUBMITTAL 1�GV171 VIV: PPWJWT NO, GAD DPM MLB: PRAM M, 1R IP CNWAW df,P.15 pcxwuwm apD. clvtsmwlw► Mc. SHEET T TLE: 6RADIN6 d V RA I NAGE PLAN SHEET NUMBER: G-3 mul L 51 CONSTRUCT OVER EXISTING IS' RCP RE=9238 EX IE=9160t (VERIFY) OLS) PROP. IE=9180 (E) I PROPOSED SAN CONSTRUCT OVER EXISTING 8 EX If PROP. COIOECT TO Ex ATH (2) WATER SE 61 DOMESTIC I GATE VALVES AT PR VERIFY LOCATION t I TO CONSTRIK.TI SIDEMALK t STREET SEC GHAMBERMAXX INFILTRATION SYSTEM 30' HEIGHT ARCH GHAFEER5 (OPEN BOTTOM) 7 RONS, PLUS I ROW OF 30' PERF. ROUND PIPE 100' LENGTH X 36' WIDTH BOTTOM = 9115 15- PIPE OUTLET ELEV. (OE)=9187 INF. STORA6E BELON OE = 36W OF TOP RPE=9200 TOP OF GOVER ROGK=9215 100 -YR HH- = 92131 wv.=sne1 r_ ___________________________________________ --� ------------ 11.19!6 III LF . HDPE A NME 4T ROW ODO% ..-.-.-. . . . . ..- .-»-..--» woeo - -r a^- -r-- - --rrrr. me STM13 STMPrI4 RE=9242 RE=9242 IE=9175 ON,E1 .. IC -9175 h S UK Lr 12'HDPE - 14 LF 12' NM a 15.78% I I I.re-v„ae'I 22 LF 10' PVC I INLET MANIFOLD ;5-1 *I GSM{ 2A STUB TO 6 FROM BLDG RE=923.71 IE a EILD6 = 9200 IE=919.71 OO SEE MECHANICAL IE91671 (SUM) �HOPE . I.00% STMF CBMi 3A RE=42365 919b5 O 91665-f`. El ROOF DRAIN TYP I I I.re-v„ae'I SEE MECHANICAL PLAN I INLET MANIFOLD ;5-1 I� I (2 RPES) 4 JF 10' PVL - a 100% �HOPE . I.00% STMF 571.6 TO 5' BLDG IE a BU 919.92 5ff MI CHANIGAL 48LF B' P C, SDR 26 o 040% 0 SANITARY SERVICE 1"152 0 BLDG II LF 12' STUB TO V FROM BUILDING HDPE a 2.5% VERIFY NTH MECHANICAL PLAN I 29 LF b' FIRE SERVICE AND 29 LF W DOMESTIC NATER SERVICE STUB TO 5' FROM BUILDING (VERIFY ATH MEGHANIGAU DRAIN TYP SEE IGAL PLAN I I I I I.re-v„ae'I I INLET MANIFOLD ;5-1 I LF 12' �HOPE . I.00% STMF RE=924 7 IE -9175 ME) IE=918.0 M) II LF 12' HDPE a 2.5% I _ STMH6 RE -4254 I IE -16 (N) ¢=91778 (5) IE=914.78 (SUMP) r 12 LF 12' HDPE a 15% 5TMH7 -IC MWI 91886 (NSI RE -g2 10 LF 12' HDPE a 15%=92460 - - - - - - - IE=919.98 ONS) PUBLIC ALLEY I IE=91901 (HES) L2LF 10'PVC I I ._______� / / x1.00% _ E a BED6 920.0 - 65 LF 12' HDPE 15 Sff MECIiANICAL 1� II 0 40 LF 8' PVC SDR 26 a 0.40%- SANITARY SERVICE - IE=9162 O BLDG _ STUB TO 5' FROM BUILDING VERIFY NTH MECHANUGAL PLAN u 124 LF 12' TRENCH DRAIN 46 LF 6' FIRE SERVICE AND 46 LF 4' POO-ESTIG WATER SERVICE STUB TO 5' FROM BUILDIN6 VERIFY WITH MECHANICAL) ROOF DRAIN 7YP. SEE !' C ICAL PLAN 21 IS FIRE DEPARTMENT CONFECTION _ I+I d (VERIFY NTH MECHANICAL PLAN) j 0 --------- _____Y_ ___ 66 FIRE DEPARTMENT CONNECTION (VERIFY NTH FECAANIGAL FLAVIN o -- i a;�.« ❑ III I I i .• n..rzAu.:nI ! -.-- �r Aeavumrcr w. rzvxam nnroU U - ;,, 2 60 15T STREET SOUTH 60 PLBLlC PiC.H7-OF-WAY i UTILITY NOTE5: j I. SEE SITE PLAN FOR HORIZONTAL DIMB1510N5 AND LAYOUT. 1 2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXI5nNE, UTILITIES AND TOP06RAPHIC FEATURES PRIOR TO 001,15TRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. 3. ALL EXISTING UTILITY LOCATIONS 5HONN ARE APPROXIMATE. CONTACT '60PHER STATE ONE GALL' (651-454-0002 OR 600-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR 5HALL REPAIR OR REPLACE ANY UTILTIES THAT ARE DAMASED DURING GONSTRUCTION AT NO COST TO THE ONNER. 1 4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF STANDARD SPECIFICATIONS FOR NATER MAIN AND SERVICE LINE INSTALLATION' AND SANITARY SEVER AND STORM 5EA3R INSTALLATION' AS PREPARED BY THE GIT' EN6REER5 ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REOUIREMENT5 OF THE CITY AND THE PROJECT SPECIFICATIONS. 5, GASTIN65 SHALL 5E SALVA6ED FROM STRUCTURE REMOVALS AND RE -USED OR PLACED AT THE DIRECTION OF THE OWER, 6. ALL WATER PIPE SHALL BE DUCTILE IRON PIPE (DIP) UNLESS OTHERWISE NOTED. 1 ALL SANITARY SEVER SHALL BE POLYVINYL CHLORIDE (PVC) UNLESS OTHERWISE NOTED. 8. ALL STORM 5ENER PIPE 51+41-1- BE REINFORCED CONCRETE PIPE (RCP) OR HIGH DENSITY POLYETHYLENE (HDPE) UNLESS OTHERWISE NOTED 9. PIPE LEN&TH5 5HONN ARE FROM CENTER TO CENTER OF STRUCTURE OR a TO BID OF FLARED END SECTION. jI 10. UTILTIE5 ON THE RAN ARE SHOHN TO WITHIN 5' OF THE 6UILDIN6 I� FOOTPRINT. THE CONTRACTOR 15 ULTIMATELY RE5PON515LE FOR THE FINAL LOM€GTION To BUILDING LINES. COORDINATE KITH ARCHITECTURAL AND FECHUANICAL PLANS. 11. CATCH BASINS AND MANOLFS IN PAVED AREAS SHALL BE BUMPED 004 FEET. ALL CATCH BASINS IN 6UTTER5 SHALL BE STUMPED 0.15 FEET 1 PER DETAILS RIM ELEVATIONS SHONN ON THIS PLAN DO NOT REFLECT SUMER ELEVATIONS. 12, ALL FIRE HYDRANTS SHALT. BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 6. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL, 14. A MINIMUM OF 8 FEET OF COVER 15 REGUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY 5E REQURED TO MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION TO SANITARY OR STORM SEHM 1 LINES. EXTRA DEPTH MATERMAIN 5 INCIDENTAL. 15 A MINIMUM OF 18 INGE5 OF VERTICAL SEPARATION AND 10 FEET OF 11 HORIZONTAL SEPARATION 15 REWIRED FOR ALL UTILITIES, UN.E55 OTHERWISE NOTED. I Ib. ALL CON?EGTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO u I GONSTRUGnON. .' 17. CONECnONS TO EXISTING STRIXAJTRES SHALL 8E CORE -DRILLED 18- COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS. 19. GOOFRDINATE IN5TALLAflON AND SLIEDU.IN6 OF THE INSTALLATION OF ,r- UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF. 20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REOUREFENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SA <Aff. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY T14E CONTRACTOR AND SHALL BE ESTABLISHED PER THE REOUIRB81Tr OF THE HIR450TA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES RMITGD) AND L J„ I THE CITY. THIS UT S SHALL INCLUDE BNOT BE LIMITED TO 546NACC NPROPOS�D SANITARY MH 2 BARRa , FLA5HER5, AND FLA66BR5 AS NEEDED. ALL PUBLIC, CONSTRUCT OVER EXISTING 8' SAN- STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES RE�23I� SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY. EX IE=9158 OLS) 21, ALL STRUCTURES, F'LBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROP. Ei916.0 (NTLI PROPOSED 6RADE5 WERE REG UIRED. THE REQUIREMENTS OF ALL ONfER5 MUST BE COMPLIED NTH. STRUCTURES BEING RESET TO PAVED AREAS 2 I MUST MEET OH E RS REQUIREMENTS FOR TRAFFIC LOADING. a" 22. CONTRACTOR SHALL CORDINATE ALL WORK ATH PRIVATE UTILITY _i COMPANIES. a 23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRI6ATION I SLEEVES NECESSARY A5 70 NOT IMPACT INSTALLATION OF UTILITIES, CON EG TO EX15TIN6 8' W4 ATH 24 CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROWHOUT (2) YVAT SERVICE LINES, CONSTRUCTION AND 5U9MIT THESE PLANS TO EN51 EER UPON COMPLETION 4' TIG AN b' FIRE OF N� . I &ATE VALVES AT PROPERTY LINE VERIFY(�OCATION 4 DEPTH PRIOR 25. ALL JOINTS AND CONNECTIONS IN STORM SEVER SYSTEM SHALL EE \4,57 TO GOH5IDNGTIONN REPLACE 5IDEY4ALK 6AST16HT OR WATERT16K APPROVED RESILIENT RUDER ,DINTS MUST BE Sf�TION IN KIND USED TO MAKE MTERT16K GOH EGTION5 TO MANHOLES, CATCH DA51N5, OR OTHER STRUCTURES. ___ _---- _------------- 310 _-___ _.___310 E=9Zi.93 MANHOLE OR CATCH BASIN =921-90 O'lN ' RCP .. GATE VALVE Um"y FIRE HYDRANT SANITARY 5EN&R STORM SEHER I' = 20'-0' WATER MAIN cliviSite 6 R O Y P 31 w. 35TH ST., a ST. LMS PA"K. MN 5 l PK: 93Z.YA.Ze13 c�vlswcroup.ra,e hereby cnrufy tb! thn plm, ePecrfeanon > report .os pre nd bj m. ar vim m. er._t •,.po;vm a hot I ar a aly Llceraed Prot -.1 1 "iroor oder rM io., rtae or tw-to Mat w RPX" Date 6 8 L Nom e 4931 West 35th Street, 51IIte 200 St, Lobb Park, FAN 55416 50 6rovelaM Terrace Mnwcpolb, MN 55403 PROJECT: HOPKINS APARTMENTS 47 9th AVerue South MoPkMs, MN 55343 155m; I 6/28/1012 - GNTY SUBMITTAL TOlGT Na, cAo Irve •NLG: ORN•N aY. MRP eNeeHteo x,P.15 ®ea'vwu.r aeu eiwlew.am ir,c. L:7Y FLAN v i I I 61 I O.Nr'C:i' ':C MN-L'FK�IA> YM'JN'n�Y i5�(K. , 1, 1:1 • I Ij � PFRLC_ NO T4-!!) )i 4.1 tr!!.5 f • 'y i o II IT D l N C 11 ! _----------------------------- ________ _____ ___ ___ _ ---------------------- - __ _____ ___ ______ ---_— rr---Y~,�r� 1 ---------- 1 Illi I w'I'rR I r I I 5nw-, �ON %OjJN& I 1 VENUE I I I I Lu i. >I _ a 9 <� R I ro 66 1 1 1 j1 ) f T\ I INA M SILT FENCE/ SIERUG FENCE TP fILIIMD FRRIMETER,; 1 .I� I TRAINING (III.A) DESI6N ENGINEER: MATTHEW R. PAMEK PE. ir DECK DNS, ROCK ENTRANCES AND/OR SILT FENCES SHOWN ON THE 6RADIHS AND EROSION CONTROL RAN. TRAINING &%5E:DE516N OF cHm EROSION AO SEDIECONTRA PRACTICES NST BE INSTALLED ON ALL DOWN 6RADIET iERRETES PRIOR TO LAND TRAINING ENTITY: UNIVERSITY OF MINNESOTA I K DISTLIMM ACTMTES INSTRUCTO2: JOHN! CHIAPRM ALL STORM DRAINS AND INLEfS MET BE PROTECTED ONTIL ALL SOURCES OF POM TIAL DISCHARGE ARE STAE ILU3ED DATE5 OF TRAINING COURSE: 5A512011- 5/16/2011 EROSION CONTROL STALL COMMENCE BATH SITE 6RADINS AND CGNTINE TMASHOUR THE PROJECT EMIL ACCEPTANCE OF THE WOW: TO7AL TRAINING HIOIIRS: 12 BY TIE OVER THE CONTRACTORS RESPONSIBILITY INCLUDES ALL DE51" AND "IDETATION AS RERMREV TO PREVENT OZ051ON AREAS AND QUANTITIES: M�LLMI�W R. Pwek PROTECT PROPERTY AND 1WROVEMET5. SITE AREA = IN ACRES VEHICLE TRACKING OF SEDIMENTS MST BE MINIMIZED THt01514 THE ISE OF STONE PADS NROLK CONSTRUCTION E TRANCFJ, CONCRETE DISTURE'FD AREA = 2 O ACRES DEPOSITED SEDIMENTS GUANT1TY OF 501L TO BE MOVED ON 51TE = t30,OW GY ANY DEPOSMNS OF SILT OR MA ON NEW OR MSTINS PAVEMENT OR IN EXISnNS STORM SEVERS M STALES SHALL BE REMOVT]J SILT FENGE = 1300 LF WCL Associates, Inc. SILT PISCES SHALL BE RE? W W THE CONTRACTOR AFTER THE TURF 5 ESTABLISHED. INET PROTECTION DEVIGE5 = 10 EACH ALL DISTURBED MEAS SHALL BE SEEPED AND MULCHED IMMEDIATELY AFTER FINAL GRADE 15 ESTABLISHED N ANY PARTICULAR 4931 West 35th Street, SNte 200 AREA 5ffDN6 AND MUNNS SHALL NOT WMR LKI L ALL NCOMPLETED RADINS 5 ON THE ENTRE SITE. 5t. LORIS PITYk, MN 55416 JALL EW055M SOIL AREAS MUST BE STAIEN ZED AS SOON AS POSSIBLE BHT N NO LASE LATER THAN 14 DAYS AFTER THE CO .ATION SILT Na: ----- ---- - CONSTRICTION ALTNtTY IN THAT RORLION OF THE SITE HAS TEFORARILr OR PEWMNEMLY CEASED. GONSTRUCTIION FENCE TYR --- 93J -------- EX. I' C9NTOW ELEVATION I AL ` AE� DE YLOPER: CONSTRICION SEGO, AROUND SITE PH21MET62 FOR DRAINAGE M DIVERSION PITCHES, THE NORMAL WETTED PERIMETER WITHIN 200 FEET OF THE PROPERTY E#£ OR POINT OF Klodt Companies I' CONTOUR ELEVATION I AL U � --- ------------- GOMEINATION SILT FENCE, CA AIN LIN, C4 CON ELTN6 TOS ACE WATERS AND COMSTRUCTON IN THAT PORTION OF THE DITCH IIS TEMPORARILY OR PERMANENTLY CEASED. M MHrnCOY(NBo5403 egwlls, MN 55403 5TA13ILIZED GONSTFMTION &IRANGE DI ENDISTURBED BASIN IONS OF I RCJIIFED. SEE RAN FOR TEMPORARY SEDIMENT BASIAL LOCATIONS OF RQIIED). CONSTFWTION ACTMTY - EROSION PPE)A TION PRACTICES PUBLIC /ALLEY T' SWPPP REQUIREMENTS AND NOTES: ( YIvldS1 e THE HNME 5 REPRESENTED M CORNK OF THIS PROJECT HILL BE CONSISTENT MTN NAT ED TH5 SET OF CONSTRICTION AAND G R O u P SPECIFICATION5. SEE THE STIFF RAN SHEET NO SYPPP NARRATIVE (ATTACHMENT A: COWTRLGTION' WPP TEMPLATE) FOR A PITIONAL SYPPP 9EORMAnCM —1 W. ISTH ST., ♦apI ST. LMIS PARK, MN 55118 THE INTENDED SEd,ENCINS OF MOOR COISiRICTNTI ACTMTIES ARE TYPICALLY AS FOLLOW, PH .22- 1. INSTALL STABILIZED ROCK CONSTHGTION ENTRANCE CrvvSbGaupwm 2. INSTALLATION OF SILT FENCE AROUND SITE 5 CIEAR HID 6RB FOR = MBNT LNSIN /POND NSTAl 4. CLEM AND 6RE M BASIN / POND S CLEAR AND TOCKREMIAN P50 6511E b. STIP AND STOCKPILE 54 TOP501 T ROCHH 6RAONG 6 SNE D. STABILIZE D'NIIDED AREAS AND STOCKPOIES NIOI 9. INSTALL SANITARY SEVER WATER MASTORM = ER AND SERVK.[ 10 L. INSTA54LT PENCE / INLET PROTECTION AROID CBS II.INSTIL STREET SECTION B BI INSTALL TIRIINOW ON 51RET5 M FINAL GRADE BOULEVARD INSTALL SEEP AND MI CH 5. REMOVE A60UNILATED SEDIMENT FROM BASIN / POW S MIEN ALL CONSTRUCTION ACTMTE IS COMPLETE AND TE SITE 5 $TABULA®, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURB By THE REMOVAL. THE CONTRACTOR AID ALL SUBCONTRACTORS WOLVD WITH A CONISTRIIGTTON ACTIVITY THAT MTiIRBr SITE SOIL M WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PWAFITTION TUN (S NFP) MST COMPLY HITH TIE REIIRE EWS OF THE NATONA- POLLUTION DISCWMRSE ELION4TON SYSTEM 0POF5) 6EIERAL PERMIT DATED A515T 1, 20061 MP000001 PA6E5 I -M) AND ANY LOCAL WVERNN6 AGENCY HA~ JRFAOTION CONCERNING ERONON AND SEDIMENTATION CONTRC, . EROSION PREVISI N AND SEDIMEMATON CONTRA.: THE CONTRACTOR SHALL ASSIZE COMPLETE fESP0N51&CROS! FOR CONI WUW ALL EROSION AND SEDIMENTATION OF THE PROJECT II 1 I I 1LU I I I I I ' I I , J „a__ ____ _____ __tom I I Q I I i I 1._ CT 4E 1 _ 4K' _ 1 ROCK GON57RI,GTION ENIRANGE 919 ON 5LOPF5 5:1 OR GREATER MANNAN SHEET FLOM AND MINIMIZE RILLS AND/OR CIILff5, SLOPE LENST/S CANNOT BE 6REATER THAN PROJECT: 75 FEET CHECK DAMS MOT DE 16TH M TEMPORARY SOIL STOC4KPLLE5 NST NAVE EFFECTIVE SIDNEY CONTROL SIRSRMOM6 THEM AND CANNOT BE RACED IN SURFACE OR ST004 WATER CONVEYANCE ARY STOLHOPKI NS WATERS SYSTEMS. TEMPORARY HIT XT 516NFILAM AMOUNT OF SILT OR CLAY OR ORGANIC MATERIALS AE ��. APARTMENTS DBWATEOMK AID BASIN DRANIN6: 41 9th Avenue 5mth DE ATERN6 OR BASIN DRAINNS HISS, PIMPED DISOAR6E5, 1TE1LHDIiC11 CUTS FOR DRANA61E) R E AMD TO TE CONSTRUCTION HCpk,-, MN 55343 ACTIVITY THAT MAY HAVE TIREID OR SEDIMENT LADEN PWARGE WAITER MST BE DISCHARGED TO A TEPORARY M PERMANENT I 9DIM19TATION BASIN ON THE PROJECT SITE NE SIM POSSIBLE. IF THE WATER CANNOT BE DISCHARS D TO A SEDIMENTATION BA=RN ROOK TO ENTEWNE, TIE SJ,RFALE WATER, IT NST BE TREATED WITH TIE APPROPRIATE ET'- 5LOH THAT THE P15C AREIE DOES NOT ADVERSELY AFFECT THE RCEMNS WATER, DOWNSTREAM LAMDOHIETS M WET -ADS. THE CONTRACTOR MIST E51OE THAT DISCHARSE POINTS ARE AOEOATEiY PROTECT® FROM E NDSION AND SCAR THE DSCHANSI MST BE DISPENSEDOVER NATURAL ROCK WPfRM, SW 5465 PLASM SHEATNNS OR OBER ACC!I`IED EN#Y DISSIPATION MEASURES MEGIATE SEDIMENTATION CONTROL M£ASLRES ARE REMIRED FOR DISCIW76E WATER THAT CONTAINS SUSPENDED SOLIDS. 11 P 710WS NID MAR/IBLANGE: THE CONTRACTOR 15 RSPONSIE-E AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AID SEDIMENT CONTROL FACILITIES, TIE CONTRACTOR SHALL AT A MINIM,M, INSPECT, MANTAN AND IBNR ALL 015TUNBD 51RACE5 AD ALL EROSION AD SEDIMENT COMPOL FACILITES AND SOIL STABILIZATION MEAS ONCE EVERY SEVEN (T) DAYS DWN5 ACTIVE CONSTRICT[ fkI AND ATWN 24 HORS FOLLOMNS A RAINFALL OF 05 INCHES M NEATER AND WITHIN T DAYS AFTER THAT. CONTINUE INSPECTION ACTMTIES UNTIL LAMD-DISTUZBIN6 ACTIVITY HAS CEASED. THEREAFTER THE CONTRACTOR SIALL PERFORM MESE ISSUE: RESPOISIBUTES AT LEAST MXLY UMLL VEGETATTNE COVER 5 ESTABLISHED. INSPECTIONS MIST TCLLDE STABILIZED MFRS, ER051On PREVENTION AHD SEDIMENT CONTROL B'PS Aro INFILTRATION AREAS. 6/28/2012 - CITY SUBMITTAL BASED ON INSPECTION RERLT5 THE CONTRACTOR MAY MOD" THE SMRPP N ORDER TO PREVET POLLUTANTS FROM LEAVING THE SITE VIA STOOM WATER RUNOFF. THIS MODIFICATION MIST BE MADE WITHIN T CALENDAR DAYS OF THE INSPECTION L LESS OTERW SE RE WRD BY THE TENS OF THE PERMIT, LEGAL, RE6LLATORY, OR PHYSICAL ACCESS CONSTRAINS, INSPECTION REPORTS MST BE KEPT ON FILE BY THE CONTRACTOR AS M INTEGRAL PART OF THE SYPPP FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PRO.ECT. POLLUTION PREVENTION M/UA6EMEL( REVISION: THE CONTRACTOR S' HILI MVL TENT THE FOLLOWINS POLLUTION PitEVBf110N MAKMEFENT MEAIRE5 ON THE SITE; SOLID WAST:: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MLLA55, FLOATINS DEBRIS PAPE. FLASnL, FABRIC, CONSTRICTION AND DEMOLITION DE9B5 AND OTHER WASTES MST BE DISPOSED OF PROPERLY AND MIST COMPLY WITH MINNESOTA POLLUTION CZTROL AGENCY dPGA) DISPOSAL RE2AR88T5. HA7ARDOS MATERIALS: OIL, 5A5OLRE, PANT AND ANY HAZAIDg5 50STAWXS KIST BE PROPERLY STONED, NCLLDN6 SECON RARY CONTA IE NT, TO PRVIT T SPILLS, LEAKS OR OTHER DISCIAR&E. RESTRMCTD ACCESS TO STORAGE ARM MST BE PRWIDFD TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDO)5 NIST` KIST BE N COMPLIANCE M" MGA RE&MATIONS. EXTERNA NA'Af5 OF TRICKS AND OTHER CONISTRLGT1011 VEILLE5 MST BE LIMITED TO A DEFINED AREA OF THE NTE. RIIOFF MET BE CONTAU♦D AND K46TBATBZ FROPHRLY DISPOSED OF. NO EOINE DEGRASINS S ALLOYED ON SRM PROJECT NO:_. CONCRETE KAI'. ALL LIGUD AND SOLID W6TE5 &SERRATED BY CONCRETE W45HO11T OPERATIONS MST BE CONTAINED IN A LEN. CAD ONTO FILM PROOF CONTAINMENT FACILITY OR RPH4EA9P LINER A COMPACTED CLAY LEER THAT DOES NOT ALLOW LMV5 TO MASIM ENTER THE 6ROUD S CONSIDERED M IMPBBEABE LINER THE LNDID AND SOLD WASTE MFST NOT CONTACT THE I ROAD, AND PRA' WIN SI: MRP TEE MST NOT BE RNOFF FROM TE CONCRETE WASHOUT OPERATIONS M AREAS LIMP AND SOLID K45TE5 KIST BEO5PG5D OF ERCHtCMGBD OY,PJ$ PROPERLY N&COMPLIANCE TO W FACILITY AND MTH WCA RESALATIO/IS A SIGN NOT TREE NSTALLED ADJACENT EACH SI TO WOW CONCRETE ENIRENT OPERATORS TO VM12E THE PROPER FACILITIES. p<ei•nunNr mu cwllnraa INC. SPILL F1¢MBITION 0.M: /RL SPILLS SHILL BL IM'DIATE.Y CLEANED W AFIEt DISCOVERY THE SITE SPHRINBDBIE. MO 5 (ESPoISBLEFQR DAY -TODAY ONSITE C NSTIWTION OPERATIONS WILL BE THE SPOIL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IM IMISITINS CUM IIP PROLEDUE5. POSTIN6 CLEM W R ECOMEDATION5 AND ESIIRIN5 PROPEL CLEAN W MAINN5 OF APPROPRIATE PERSONNEL SHEET TITLE: SANITARY ND SEPTIC WASTE: FACILITIES SHALL BE PROVIDED ARID MAINTAINED N A NAT AND SANITARY CONDITION FOR THE USE OF THE CONTRACTORS EPLOYEE5. A LICENSED SANITARY W451E MMAHA6E'BT CONTRACTOR AS ROIIRED STORM WATER BY STATE RB&I-ATI016 WILL COLLECT SANITARY WASTE PROM PORTABLE UMTS POLLUTION FINAL STA&LIZATION. PRNO EVENTION PLAN THE CONTRACTOR MST 06LM FURL 5TA54LIZATM OF TIE SITE KIOFD1N6 THE DEFINITIONS, IN THE NPOEi 6EWRAL PERMIT PMT N SECTION 6. THE CONTRACTOR MIT 51EMT A NOTICE OF TE MHATION (NOT) NTBN 30 DAYS AFTER FINAL STABILIZATION 15 �SWPPP� AREA THE CONTRACTOR SHALL IBE WATEVER MEANS NECESS RT TO CONTROLEROSION ND SDI ETATION INOlDIN6 BR NOT LIMITED TO TIE FOLLdVN6 BEST MVW E'EN PRACTICES MH -,.1; VENE BUFHt S6ETATTRIP5, HORIZONTAL. SLOPE SRADINS, ROCK ir DECK DNS, ROCK ENTRANCES AND/OR SILT FENCES SHOWN ON THE 6RADIHS AND EROSION CONTROL RAN. I her t f I d atnn eby Carly that the pm, •pec v. EROSION AO SEDIECONTRA PRACTICES NST BE INSTALLED ON ALL DOWN 6RADIET iERRETES PRIOR TO LAND m m. IPmlPaALL :.It wr pmameseel DISTLIMM ACTMTES abj Imaal 1gamlreke n6 rd Licornd Prof ALL STORM DRAINS AND INLEfS MET BE PROTECTED ONTIL ALL SOURCES OF POM TIAL DISCHARGE ARE STAE ILU3ED odor Ne lay. et a1 Mlr _w EROSION CONTROL STALL COMMENCE BATH SITE 6RADINS AND CGNTINE TMASHOUR THE PROJECT EMIL ACCEPTANCE OF THE WOW: BY TIE OVER THE CONTRACTORS RESPONSIBILITY INCLUDES ALL DE51" AND "IDETATION AS RERMREV TO PREVENT OZ051ON AND THE DEPO51TN5 OF SILT. THE OWER MAY, AT HISAER OPTION DIRECT THE CONTRACTOR IN HISAER METHODS AS DEE® FIT TO M�LLMI�W R. Pwek PROTECT PROPERTY AND 1WROVEMET5. Date 6/2H/12 Lico w No 44263 VEHICLE TRACKING OF SEDIMENTS MST BE MINIMIZED THt01514 THE ISE OF STONE PADS NROLK CONSTRUCTION E TRANCFJ, CONCRETE OR STEL K45H RACKS, M EGUNALENT SYSTEMS. THE CONTRACTOR 15 RE6Fg ELE FOR SWEEPING TIE STRI M CLEAN OF ANY DEPOSITED SEDIMENTS CONSULTANT: ANY DEPOSMNS OF SILT OR MA ON NEW OR MSTINS PAVEMENT OR IN EXISnNS STORM SEVERS M STALES SHALL BE REMOVT]J AFTER EACH RAN AND AFFECTED AREAS CLEARED TO TIE SATISFACTION OF THE OIYEK N AT THE EXPENSE OF THE CONTRACTOR WCL Associates, Inc. SILT PISCES SHALL BE RE? W W THE CONTRACTOR AFTER THE TURF 5 ESTABLISHED. ALL DISTURBED MEAS SHALL BE SEEPED AND MULCHED IMMEDIATELY AFTER FINAL GRADE 15 ESTABLISHED N ANY PARTICULAR 4931 West 35th Street, SNte 200 AREA 5ffDN6 AND MUNNS SHALL NOT WMR LKI L ALL NCOMPLETED RADINS 5 ON THE ENTRE SITE. 5t. LORIS PITYk, MN 55416 JALL EW055M SOIL AREAS MUST BE STAIEN ZED AS SOON AS POSSIBLE BHT N NO LASE LATER THAN 14 DAYS AFTER THE ----- ---- - CONSTRICTION ALTNtTY IN THAT RORLION OF THE SITE HAS TEFORARILr OR PEWMNEMLY CEASED. THE LOCATION OF AREAS NOT TO BE V5TLWMM MST BE IDENTIFIED WITH FIAFf, STAKES, SINS, SILT CSCE ETC. BEFORE ` AE� DE YLOPER: CONSTRICION SEGO, FOR DRAINAGE M DIVERSION PITCHES, THE NORMAL WETTED PERIMETER WITHIN 200 FEET OF THE PROPERTY E#£ OR POINT OF Klodt Companies 0 05CHAF5E TO %WALE WATER MST BE 5TAOUZEDD BATH EROSION CONTROL BLANKET IMMEDIATELY AFTER 6RADE 5 ESTABLISHED THE RE NNIN6 PORTIONS OF THE TEPORARY OR PERMANENT ENT DITCH M SW LE MST BE STABILIZED NMN 14 DAYS AFTER Te CON ELTN6 TOS ACE WATERS AND COMSTRUCTON IN THAT PORTION OF THE DITCH IIS TEMPORARILY OR PERMANENTLY CEASED. M MHrnCOY(NBo5403 egwlls, MN 55403 AEA a TO COCCAL AREA A TEMPORARY SEDIMENT BASIN IS FOR PTO.EC15 BATH 10 OR MORE ACRESRS DI ENDISTURBED BASIN IONS OF I RCJIIFED. SEE RAN FOR TEMPORARY SEDIMENT BASIAL LOCATIONS OF RQIIED). CONSTFWTION ACTMTY - EROSION PPE)A TION PRACTICES II 1 I I 1LU I I I I I ' I I , J „a__ ____ _____ __tom I I Q I I i I 1._ CT 4E 1 _ 4K' _ 1 ROCK GON57RI,GTION ENIRANGE 919 ON 5LOPF5 5:1 OR GREATER MANNAN SHEET FLOM AND MINIMIZE RILLS AND/OR CIILff5, SLOPE LENST/S CANNOT BE 6REATER THAN PROJECT: 75 FEET CHECK DAMS MOT DE 16TH M TEMPORARY SOIL STOC4KPLLE5 NST NAVE EFFECTIVE SIDNEY CONTROL SIRSRMOM6 THEM AND CANNOT BE RACED IN SURFACE OR ST004 WATER CONVEYANCE ARY STOLHOPKI NS WATERS SYSTEMS. TEMPORARY HIT XT 516NFILAM AMOUNT OF SILT OR CLAY OR ORGANIC MATERIALS AE ��. APARTMENTS DBWATEOMK AID BASIN DRANIN6: 41 9th Avenue 5mth DE ATERN6 OR BASIN DRAINNS HISS, PIMPED DISOAR6E5, 1TE1LHDIiC11 CUTS FOR DRANA61E) R E AMD TO TE CONSTRUCTION HCpk,-, MN 55343 ACTIVITY THAT MAY HAVE TIREID OR SEDIMENT LADEN PWARGE WAITER MST BE DISCHARGED TO A TEPORARY M PERMANENT I 9DIM19TATION BASIN ON THE PROJECT SITE NE SIM POSSIBLE. IF THE WATER CANNOT BE DISCHARS D TO A SEDIMENTATION BA=RN ROOK TO ENTEWNE, TIE SJ,RFALE WATER, IT NST BE TREATED WITH TIE APPROPRIATE ET'- 5LOH THAT THE P15C AREIE DOES NOT ADVERSELY AFFECT THE RCEMNS WATER, DOWNSTREAM LAMDOHIETS M WET -ADS. THE CONTRACTOR MIST E51OE THAT DISCHARSE POINTS ARE AOEOATEiY PROTECT® FROM E NDSION AND SCAR THE DSCHANSI MST BE DISPENSEDOVER NATURAL ROCK WPfRM, SW 5465 PLASM SHEATNNS OR OBER ACC!I`IED EN#Y DISSIPATION MEASURES MEGIATE SEDIMENTATION CONTROL M£ASLRES ARE REMIRED FOR DISCIW76E WATER THAT CONTAINS SUSPENDED SOLIDS. 11 P 710WS NID MAR/IBLANGE: THE CONTRACTOR 15 RSPONSIE-E AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OF EROSION AID SEDIMENT CONTROL FACILITIES, TIE CONTRACTOR SHALL AT A MINIM,M, INSPECT, MANTAN AND IBNR ALL 015TUNBD 51RACE5 AD ALL EROSION AD SEDIMENT COMPOL FACILITES AND SOIL STABILIZATION MEAS ONCE EVERY SEVEN (T) DAYS DWN5 ACTIVE CONSTRICT[ fkI AND ATWN 24 HORS FOLLOMNS A RAINFALL OF 05 INCHES M NEATER AND WITHIN T DAYS AFTER THAT. CONTINUE INSPECTION ACTMTIES UNTIL LAMD-DISTUZBIN6 ACTIVITY HAS CEASED. THEREAFTER THE CONTRACTOR SIALL PERFORM MESE ISSUE: RESPOISIBUTES AT LEAST MXLY UMLL VEGETATTNE COVER 5 ESTABLISHED. INSPECTIONS MIST TCLLDE STABILIZED MFRS, ER051On PREVENTION AHD SEDIMENT CONTROL B'PS Aro INFILTRATION AREAS. 6/28/2012 - CITY SUBMITTAL BASED ON INSPECTION RERLT5 THE CONTRACTOR MAY MOD" THE SMRPP N ORDER TO PREVET POLLUTANTS FROM LEAVING THE SITE VIA STOOM WATER RUNOFF. THIS MODIFICATION MIST BE MADE WITHIN T CALENDAR DAYS OF THE INSPECTION L LESS OTERW SE RE WRD BY THE TENS OF THE PERMIT, LEGAL, RE6LLATORY, OR PHYSICAL ACCESS CONSTRAINS, INSPECTION REPORTS MST BE KEPT ON FILE BY THE CONTRACTOR AS M INTEGRAL PART OF THE SYPPP FOR AT LEAST 3 YEARS FROM THE DATE OF COMPLETION OF THIS PRO.ECT. POLLUTION PREVENTION M/UA6EMEL( REVISION: THE CONTRACTOR S' HILI MVL TENT THE FOLLOWINS POLLUTION PitEVBf110N MAKMEFENT MEAIRE5 ON THE SITE; SOLID WAST:: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MLLA55, FLOATINS DEBRIS PAPE. FLASnL, FABRIC, CONSTRICTION AND DEMOLITION DE9B5 AND OTHER WASTES MST BE DISPOSED OF PROPERLY AND MIST COMPLY WITH MINNESOTA POLLUTION CZTROL AGENCY dPGA) DISPOSAL RE2AR88T5. HA7ARDOS MATERIALS: OIL, 5A5OLRE, PANT AND ANY HAZAIDg5 50STAWXS KIST BE PROPERLY STONED, NCLLDN6 SECON RARY CONTA IE NT, TO PRVIT T SPILLS, LEAKS OR OTHER DISCIAR&E. RESTRMCTD ACCESS TO STORAGE ARM MST BE PRWIDFD TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDO)5 NIST` KIST BE N COMPLIANCE M" MGA RE&MATIONS. EXTERNA NA'Af5 OF TRICKS AND OTHER CONISTRLGT1011 VEILLE5 MST BE LIMITED TO A DEFINED AREA OF THE NTE. RIIOFF MET BE CONTAU♦D AND K46TBATBZ FROPHRLY DISPOSED OF. NO EOINE DEGRASINS S ALLOYED ON SRM PROJECT NO:_. CONCRETE KAI'. ALL LIGUD AND SOLID W6TE5 &SERRATED BY CONCRETE W45HO11T OPERATIONS MST BE CONTAINED IN A LEN. CAD ONTO FILM PROOF CONTAINMENT FACILITY OR RPH4EA9P LINER A COMPACTED CLAY LEER THAT DOES NOT ALLOW LMV5 TO MASIM ENTER THE 6ROUD S CONSIDERED M IMPBBEABE LINER THE LNDID AND SOLD WASTE MFST NOT CONTACT THE I ROAD, AND PRA' WIN SI: MRP TEE MST NOT BE RNOFF FROM TE CONCRETE WASHOUT OPERATIONS M AREAS LIMP AND SOLID K45TE5 KIST BEO5PG5D OF ERCHtCMGBD OY,PJ$ PROPERLY N&COMPLIANCE TO W FACILITY AND MTH WCA RESALATIO/IS A SIGN NOT TREE NSTALLED ADJACENT EACH SI TO WOW CONCRETE ENIRENT OPERATORS TO VM12E THE PROPER FACILITIES. p<ei•nunNr mu cwllnraa INC. SPILL F1¢MBITION 0.M: /RL SPILLS SHILL BL IM'DIATE.Y CLEANED W AFIEt DISCOVERY THE SITE SPHRINBDBIE. MO 5 (ESPoISBLEFQR DAY -TODAY ONSITE C NSTIWTION OPERATIONS WILL BE THE SPOIL PREVENTION COORDINATOR AND WILL BE RESPONSIBLE FOR IM IMISITINS CUM IIP PROLEDUE5. POSTIN6 CLEM W R ECOMEDATION5 AND ESIIRIN5 PROPEL CLEAN W MAINN5 OF APPROPRIATE PERSONNEL SHEET TITLE: SANITARY ND SEPTIC WASTE: FACILITIES SHALL BE PROVIDED ARID MAINTAINED N A NAT AND SANITARY CONDITION FOR THE USE OF THE CONTRACTORS EPLOYEE5. A LICENSED SANITARY W451E MMAHA6E'BT CONTRACTOR AS ROIIRED STORM WATER BY STATE RB&I-ATI016 WILL COLLECT SANITARY WASTE PROM PORTABLE UMTS POLLUTION FINAL STA&LIZATION. PRNO EVENTION PLAN THE CONTRACTOR MST 06LM FURL 5TA54LIZATM OF TIE SITE KIOFD1N6 THE DEFINITIONS, IN THE NPOEi 6EWRAL PERMIT PMT N SECTION 6. THE CONTRACTOR MIT 51EMT A NOTICE OF TE MHATION (NOT) NTBN 30 DAYS AFTER FINAL STABILIZATION 15 �SWPPP� ir COMINATION SILT 15T -STREET 5OUTH COMPLETE OR WITMN T DAYS ASTM SE1N6 THE SITE OR PORTION OF THE SITE (MAT HAS NUT (INEtGOME FINAL STABILIZATION ) TO ANOTHER PARTY. ACOPY OF THIS NOTICE OF TERMINATION / PERMIT M OMICATION FORM MST SO TO THE NEM OHEII THE OR SINAL CAIRREM OMEN KIST PROVIDE A = WPP TO THE NEW OWER THAT SPECIFICAIY ADDRESSES THE REMAININS LOSTRICTON 4 N RECORDS RETENTION: THE CONIRACroR 15 RESPONSIBLE FOR KEEPINS A COPY OF THIS SWPPP NARRATVE, PLANS NID SPECS) AND ANY CHANGES ON SITE SHEET NUMBER: AT ALL TME5 OF COMTRI.GTON A5 YELL AS COPIES OF TRAINING DOCI ENTATON INSPECTION ARD MAINTENANCE RECORDS, 20, G, AMID MAINTENANCE MREFg IFNTS, LALCULE AMAS FOR TTIMM OF TEMPORARY AND RM PERMIA ENT ORATION NC PERMANENT ENT STO WATER MAA6E'ENT SYSTEMS. ® 10'-0' 0 20'-0' )0(" PEAR COURSE NOTES: FILL HW COAG 4 ROUND TACK GOAT I. SEE 6150-TEOMICAL OFF TOP111111111111111114 XX. BASE GOIRSE REPORT FOR BASE RECOMMENDATIONS. REFLECTIVE SFffTIN6 A5 X' GLA;{ 5 2. INSTALLATION SHALL SPECIFIED A66REGATE SUBBASE BE IN ACCORDANCE TO ' DIA SOH 40 STEEL PIPE A CERTIFIED, ONSITE PAINTED YELLOW AS SPECIFIED COMPACTED MAPA. TECHNICIAN AS FINISHED 6RADE SUBGRADE SPECIFIED. 1 I I—IMATERIALSVARY-SffPLANS �1 HEAVY DUTY BITUMINOUS PAVEMENT J NQS CONCRETE FOOTING. SLOPE TOP In' PER FT. COMPACT 5LOCRADE NOTES: L SEE 6150-TECHNUCAL INFORMATION ON BASE MATERIAL RECOMMENDATIONS. 2. INSTALLATION OF CONCRETE SHALL BE IN ACCORDANCE TO AN ON-SITE A G I. TEGNICIAN AS SPECIFIED. 3. INSTALL EXPANSION JOINTS MERE APPLICABLE BETYEEN FOOTING AND PJ610 FINISHED GRADE MATERIALS. 4. IN LOCATIONS ADJACENT TO GARAGE ENTRANCES, BOLLARDS SHALL BE LOCATED 4• MAXIMUM FROM THE FACE OF BUILDING. 5. COORDINATE LOCATION OF BOLLARDS WITH TRENCH DRAINS AND SURFACE UTILITIE5 PIPE BOLLARD N T 5 GALVANIZED STEEL FASTEER (TYP OF 2) 516N VARIES -SEE PAN AND SPECIFICATION (TYP) 6REEN POWER COATED STS SGUARE P05T AS SPECIFIED 6ALVANZED HARDWARE TO ATTACH TO SLEEVE -PAVEMENT MATERIALS VARY SEE PLAN -SLEEVE TO ACCOMMODATE REPLACEMENT POST CLASS V A66RE6ATE BASE 12' DIA. GONG. F0013I45. SLOPE TOP OF FOOTING TO DRAIN NOTES- 1. ALL SIGNS SHALL BE MOUNTED TO THE MINIMUM GLEARANGE HEI6K AS SHIOYN OR REWIRED BY THE CITY. 2. SEE SPECIFICATIONS FOR MAR FAGTUREZ AND SIGN TYPES. —b' RADIUS (2• DIAMETER b' LRE WIDTH — 3' LIFE WIDTH — 5'-6' SQUARE OVERALL —18'J� AL RADIUS ALL COLORS TO MATCH ADA 5TADARD COLORS ACCESSIBLE PARKING PAVEMENT MARKING h T S AS SPECIFIED. COLOR OF PAWL- To ANELTo CONTRAST ATH ADJACENT PAVEMENT PARALLEL CURB RAMP TRUNCATED DOW PLATE AS SPECIFIED. COLOR OF PA8 TO CONTRAST NTH ADJACENT PAVEMENT IkL;mj FROM AS FIELD DIRECTED BY LAND5GAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL SHAPE) PLANT TOP OF ROOTBALL 1-2' ABOVE ABOVE 511RROIINOIN5 GRADE HARDWOOD CYPRESS OR CEDAR MUCH TO OUTER E06E OF SAILER. KEEP MULGH 2' FROM TRUNK, EXISTING 6RADE ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO EHSIURE PROPER BACKFILL -TO -ROOT CONTACT SLOP= SIDES OF HOLE III=1 1=1 L=�— —I 1=111=1 —III— — BACKFILL AS PER SPECIFICATION THREE TIMES WIDTH ^ OF ROOTBALL 00 NOT EXLAVATE BELOW SHRUB ROOTBALL. f� PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TREE SHAPE) THREE 2'X4'%8' WOODEN STAKES, STAINED ca. BROYN PITH TWD STRANDS OF MIRE TWISTED TOGETHER. STAKES SHALL BE PLACED AT 120' TO ONE ANOTHER. WIRE SHALL BE THREADED THROUGH BLACK RUBBER H05E COLLARS TRUNK FLARE JUWTIOK PLANT TREE I'-2' ABOVE EXISTING GRADE HARDWOOD CYPRESS OR CEDAR FILCH TO OUTER EDGE OF SNIDER. KEEP FI ULC1 2' FROM TRUNK. COLOR TO EE DETENUMINED BY THE LAN05CAPE ARCHITECT PRIOR TO ORVE RING. EXISTING, GRADE = CUT AND REMOVE BURLAP FROM TOP 113 OF ROOT BALL. IF MON-BIODE6RADA13LE, REMOVE —Ill=1L=— -ll,l COMPLETELY SLOPE SIDES OF HOLE BACKFILL AS SPECIFIED DO NOT EXLAVATE BELOW ROOTBALL THREE TIMES WIDTH Or ROOTBALL X b' coNGRETE cIIRB HTBIIro RA`P EVERGREEN TREE —LEVEL LANDIM6 IS% MAX. CR055 SLOPE FOR N T 5 FLARED ED6E CURB RAMP NOTES: I. SLBMT COLOR SAMPLE OF TRUNCATED DOME PATE TO LANDSCAPE AROHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION 2. RAMPS SHALL BE IN COMPLIANCE TO THE CURRENT STANDARD FOR AGGESSIBILITY CODES. 2 TRAFFIC SI6NA6E ACCESS'BLE CURB RAMPS N T NT5 PRUNE AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMAL TRE SHAPE) THREE 2'X4'XW WOODEN STAKES, STAINED BROW NTH TWD STRANDS OF KRE TWISTED TOGETHER. 5TAKE-5 SHALL BE PLACED AT 120' TO ONE ANOTHER. MRE SHALL BE THREADED THROUGH BLACK RUBBER HOSE GOLLARS TRUNK FLARE JRNCTION: PLANT TREE 1'-2' ABOVE EXISTING 6RADE HARDWOOD CYPRESS OR CEDAR MULCH TO CHER ED6E OF SMILER. KEEP MULCH 2' FROM TRUNK. COLOR TO EE DETERMINED BY THE LAMD5GAPE ARCHITECT PRIOR TO CUT AND REMOVE BURLAP FROM TOP Iii OF ROOT BALL. IF NONBIODEGRADABLE, REMOVE COMPLETELY — �— —'� —:_ _ `BLOKE SIDES OF HOLE - I I I i I BACKFILL AS SPECIFIED m l l=�.l l—I I �5� � DO NOT EXCAVATE OF FOOTBALL BELOW ROOTBALL DECIDUOUS TREE 8 NTS THIS 0CGIIR5 aN1Y Yi62E TO cONIROL .DINT "A G MATS EDGE 6 YIYK SEE DETAIL (TYP) IPAYE TOP OF /LLCM DOPA I' LI BROOM FIN SX PE&@DICLVR FROM TOP OF MNK TO TRAFflc H ITN 3' Hvf 5MOO1H j� 1ROYEIIFD E06E FINISHED RADE X' WWRETE AS SPECIFED ry �� X' LLA% S A66RtE&ATE BASE LOIBAGTED%MRADE NATES: 1. IN5TALLATION AND REINFORCEM3TT S W M ALLORDANCE TO A CERTIFIED, ONSITE A41. TEGWLIAN A55PELFED. 2. SEE 6150-1FfAMICN REGONBpATI0N5 FOR 68055 HE16M 3 SM LAYMT 3. SEE COWR DRAWNT FOR LIMITS E REL E 4. SFE CONCRETE JOINT DETAIL FOR SEALANT AT ALL. 5. V2' ME EXPANSION JO QTT AND SF alk A AT ALL LI.m I 6. WRE FEDI AND HILA NTYi11FED FOR ALL WALKS OR M LOf.AT1oN5 FOR VBIKYLAR TRAfiXL. q LIGHT DUTY CONCRETE (WALK/PAD) NTS FACE OF ORB e• 12' 3' RADIUS CORNERS 1/2' RADIUS 6' 1:3 BATTER SLOPE 6UTTER 314'/1' FINISHED GRADE OS% SLOPECON5TOXT WITH REVERSE SLOPE _ GUTTER (To. GUTTER) WERE THE PAVEEM o I— SLOPES AWAY FROM CURB. SEE PLAN FINISHED GRADE ' - NOTES: D I. INSTALL CONSTRUCTION e n a .A JOINTS AT 10'-0. O.G../- 2. BASE DEPTH DEFENDANT UPON SOIL CONDITIONS CLAS S V AGGREGATE SUBBASESEE BITUMINOUS PAVEmENT OETML (6' MIN) 10 8- b I2 CONCRETE CURB AND 6UTTER NTS NOTES: I) PROVIDE APPROPRIATE TRAN51TION BETYEBN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADYAY. 2) THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WIGH PILL PREVENT TRACKING OR FLONN6 OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REWIRE PERIODIC TOP DRESSING ATH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3)REPAIR AND GLEANOUT MEASURES USED TO TRAP SEDIMENT. 41 ALL SEDRE 1 SPILLED, DROPPED, HASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER 5) FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. II STABILIZED CONSTRUCTION ACCESS NTS Cm Site 4s R o u IF x931 w. PAIN BT., FZdO ST. LOUIS PARK. MN 55118 PX' 95i 250.3003 awslNc,oucoom I krety oertry Niot INrs po-�. �n�.Otb� a eport nas prepa'eE 61 rre a ,ntlex m. drect .IgervUm aN M[ I an a dl,. Lkereed PFofeSsbrni Engineer odor Me Nov, ztde d Ywr,ezotu 6!28/12 HMtthew Lcen,e R. Pwek Ia. 44263 CONSULTANT: ACL Associates, Inc. 4431 West 35th Street, Sulte 200 St. Lab Pork, MN 55416 DEVELOT'ER: Klodt Companies 50 6-1-d Terrace M1nlery011s, MN 3403 PROJECT: HOPKINS APARTMENTS 41 9th Avenue South Hbpk-, MN 55343 ISSUE: 6!28/2012 - CITY SLBMITTFL REvislox: PRO.lOT ND. GAD DY16 PLN: DRAM BY: MRP ®eamusXr POMP. a vulieew vc. j SHEET TITLE: DETAILS SHEET NUMBER: G-6 1 ca. ee S ee e 1 eee a "tin: - nIl D.nR1 llnuulll t— ° — — NOTES: I) PROVIDE APPROPRIATE TRAN51TION BETYEBN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBED ROADYAY. 2) THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WIGH PILL PREVENT TRACKING OR FLONN6 OF SEDIMENT ONTO UNDISTURBED ROADWAY. THIS MAY REWIRE PERIODIC TOP DRESSING ATH ADDITIONAL STONE OR ADDING STONE TO THE LENGTH OF THE ENTRANCE. 3)REPAIR AND GLEANOUT MEASURES USED TO TRAP SEDIMENT. 41 ALL SEDRE 1 SPILLED, DROPPED, HASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED AS DIRECTED BY THE ENGINEER 5) FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES. II STABILIZED CONSTRUCTION ACCESS NTS Cm Site 4s R o u IF x931 w. PAIN BT., FZdO ST. LOUIS PARK. MN 55118 PX' 95i 250.3003 awslNc,oucoom I krety oertry Niot INrs po-�. �n�.Otb� a eport nas prepa'eE 61 rre a ,ntlex m. drect .IgervUm aN M[ I an a dl,. Lkereed PFofeSsbrni Engineer odor Me Nov, ztde d Ywr,ezotu 6!28/12 HMtthew Lcen,e R. Pwek Ia. 44263 CONSULTANT: ACL Associates, Inc. 4431 West 35th Street, Sulte 200 St. Lab Pork, MN 55416 DEVELOT'ER: Klodt Companies 50 6-1-d Terrace M1nlery011s, MN 3403 PROJECT: HOPKINS APARTMENTS 41 9th Avenue South Hbpk-, MN 55343 ISSUE: 6!28/2012 - CITY SLBMITTFL REvislox: PRO.lOT ND. GAD DY16 PLN: DRAM BY: MRP ®eamusXr POMP. a vulieew vc. j SHEET TITLE: DETAILS SHEET NUMBER: G-6 III (NEENAH CASTING NO. R-3067 WITH TYPE DR. DL. OR TYPE V GRATE OR APPROVED EOUAL) �n 1 ,iAu" ILL OOF _BA nm T.sl -A IF , .. OWPTfA D1CLII.„ :iwsl'a .1. Tx"F`—lsiu ..1 ixslx� USE 1 1.1 DIAMETER CAT. 9ASIN _ELE MEN DEPTH EXC[EOS 4.S FEET. SEE PLATE x0. ST -1 OR STi. STANDARD DETAILS Dq, CATCH BASIN fMAX. DEPTH <. 5'1 Ir w. CITY OF HOPKINS cIST-2 H- TYLER 61X5 IE-r-vF-I WELLER -10361 T BIBBY e-5160 1,1 MATER ­ POP 1. IAALAIOY /H-sn-1 ala IL v Vzelo roMrx[n. 21�"11 Iiwlsn0 TOP SECTION r w.0 80 VA- ROS OREp u0 TTYLER NG ND. 58. 59 A 601 WELLER _ IND. 58 D 591 Yo BIBBY -F IND. 5T. 58. 59 A 601 '3 Z 5. GATE VALVE BOXES i-i-in� TYLER 6860 EXTEx5l a15 IELLEB N -,035T +_ W B BIBBY 8-5001 OE DSTIC FOVWRY DF69 D *t fC )VIRE.!-�I Wim! Wz ! W� 4 A. �GATE VALVES a I 1. AMERICAN FLM } F+ CDNIROL 1500 SERIES jCOLrItf i- u S- PIPE IETPOSF4 150 S. ENNEDY ------- 4. ctoW NOTE: ALL BELTS IKLMING T -BOLTS SHALL W. 6 ROUND BASE BE STAINLESS STEEL BELTS. --STANDARD RAWI 'IF DETAILS IEnMo. nv.. GATE VALVE AND BOX INSTALLATION nn CITY OF HOPKINS c r lwisxT .a.� WMRE CCAxG : OFER, IxG- 111. II C ttMTfma ITx O4 T[A Fla xaf. I{ NT . SN IT •E ,T,m .E.. -I— x. a 1.x1a DO at�'xW Fn.Ta •TTii ALL ml.n Lx L,L.aTu swat ! 4NIN.0 Y. .nx 4A Y Ff—D` I � •SECTIO. A -A lLvf T rtm B B SEci IOM B -B A a•M en STANDARD DETAILS AEauO. rrt Xnrr. STANDARD SANITARY SEWER MANHOLE CITY OF HOPKINS C1S5-3 12' — 14' ROW 10' — 12' PiL I r l.— {• c01ERrz PARI[xT !• 0.Ass D ADDI DE wf .! IEaruO ! EY SECTION DETAIL Lm��4. `,. c l I ,—,. .EIOIxI l Ia I I I MII mTIEA LRE ADIiiDty STANDARD DETAILS CONCRETE ALLEY SECTION CITY OF HOPKINS STRT- ,tR•R !•Au. } .D L 8612 AT D. ��!• u•—{ WIDE., IxT,s.rX, I..wr.l.x F' !• A. R ' OF Jr4 PEP L 8618 _L___T SURMOUNTABLE - T !µl(Lllf RAR All. FY•LT INDIVf. el,e IF EVAABI .101x1 .M SIDES, CURB CUT DETAIL •P• STANDARD DETAILS RFrIP:[ I lor. STANDARD CURB DETAILS I n PC .r CITY OF HOPKINS cSTRT- .D> ...L 11..��,xP IT� W.A.,Z. m,s EY YF= TO OF YEDAYEACI BUM err STANDARD DETAILS T . m STORM SEWER MANHOLE WITH CONE SECTION Hc n n. CITY OF HOPKINS MY__1 COAPACTED r TDAAAD BAT. ,:• OEE PE. rlEx .s sELo. Pua. SAND BEDDING TlFDBDAC ED mSPALL LLCO F— xl Tx C' DYER .IPE o:.. ROCK BEDDING T?' ED • Ix coal AATaIIA. x.IER I AL Is DxSIADLE PEcESE TO Sr1{ILITE. STANDARD DETAILS 9 -DI SANITARY SEWER BEDDING CITY OF HOPKINS c SS -5 � B Y_ Y WAG IT STANDARD DETAILS ,FjYl�smr .P..e.. CONCRETE WALK SECTION FST IW. CITY OF HOPKINS STRT-2A COOErz YY Putt K l• MIa. a {• DO A-1. 0.. ! AF 11 YA !• Tn. !• Ev�xi°I la� .s srccir lEx ! OO 1. ADi4i{R SECTION A -A lvMfmarU x F rt • ams aa� s[L Ra .Dln! A FaAxsta m1xrl TxAx 100 AD. r�rE�15 EFEADEA caTA.Dna .T IAT T. PLAN x Herz . MI, IF 1O EV I. 11 ­!­ T!Tlxe STANDARD DETAILS RrI5F0r TOT rP.Or. p. INDUSTRIAL/ COMMERCIAL DRIVEWAY CITY OF HOPKINS STRT-6A _ss aA� aa,rrzlw oear�AN C P.IxO Llxf PIPE_Tgl�l TED SAAlD CA 311- RO L STABLE OR DRY '•s oIRRTEDI CONDITIONS ITx IF PIPE AIP Uu`a" RV fPR1VlE Alx a RDa Al •, !/1• TO I- ' xFCFis.Rr TD __TE UNSTABLE OR WET CONDITIONS STANDARDDETAILS bI STORM SEWER BEDDING nn CITY OF HOPKINS IcI ST -.6 ivilSite QI R O U P ETO93, W. 35TH ST., R2al L PARK.MN 55118 PH PH: -2 Crv15ADGDup.mm I Mreby cerbtf Nal tNr. Plm. specie or repot ras prepnea bl ma n vitlx �.. Area ,Ly[:rv5ian ad li I am a db Lkereed Prdessialal EIyv,Ber Lrder Ne la.rs -toe of Mrrle•.cta Matthew R- Pavek xre b/2H/12 LiceeLse Ho. 44263 CONSULTANT: W -L Associates, Inc. 4431 Nest 35th Street, Sults 200 St. Lara Park HN 56416 DEVELOPER: Klodt Componie5 50 firoveland Terrace MWnegTolls, PN 55403 PRO -ECT: HOPKINS APARTMENTS 47 9th AVerue South FbpkNls, HN 55343 ISSUE: b/2b=12 - GIT( 5UBHITTAL R=Y 171 VN: PRO.lcT NO, LAD P FILM, PILAW OY� MW GlLNm er.P.6 ®ccPYRIDI.T zu. uvLurrnrcl.' Ixc. SHEET TITLE: DETAILS SHEET NUMBER: w —cw v-0<KCr<5 ernanw<xE raiseC AMW 5 PA.4Ccc AC: <l 4J-91:3 BIKE PARKING pIROVIDE DECORATIVE AND UTILITY LLI6HTINGpGHpUf�TARE115 AND LEGEND I CalawTostis ocutiflora Karl Forester' COM. PVNIrING NTD NUN Rock HICK.IYPE AW u CIXOR IBD 3' GAL STRAIGHT LEADER -PULL FORM 50VVW AREA (ALL AREAS NOT 5WW A6 FALL FIESTA MAPLE oTERW150 /— POLY-EDBI46 PR W KL PLANTING 8®5, a AS le EF STAID GRAY CONI. W SCORINS 5UB425T HONEY LOCUST Gledlt— Tri—thos Vor IS S 'S,mcole' BIB I� I I� STAND cOLOf2ED COrL'. (WWR 4 PATT M SBD) BIKE PARKING PARKING DI J I 5 -EF 2 -EF— E c�- KF 2 -NB 8 -EF ROCK ROCK MULCH, TYP. .� 4 d A B G D I' 20-W PLANTER DETAILS PLANT SCHEDULE: QTY. 5YM. COMMON NAME BOTANICAL NAME ROOT MIN. 517E COMMENTS DECIDUOUS TREES KARL FORESTER GRASS CalawTostis ocutiflora Karl Forester' COM. 1 CRIMSON KING MAPLE Acer plat—ides 'Crinran Kmy' BIB 3' GAL STRAIGHT LEADER -PULL FORM 11 FALL FIESTA MAPLE Acer saccharum 73allsta' BIB 2 1/2' CAL. STRAIGHT LEADER -FULL FORM RAdboddo fulyldO 1Galdztrvm' CONT. a 24' HT, 24' SPACING le EF 12 5UB425T HONEY LOCUST Gledlt— Tri—thos Vor IS S 'S,mcole' BIB 3' CAL STRAIGHT LEADER -FULL FORM W U, JAPANESE TREE LILAC 59-u9. reticulata BIB 2' CAL STRAIGHT LEADER -FULL FORM 3 SB SERVICEBERRY Amelanchier x T dlrlora 'Auto Brtllimce'B/B 2' CAL. 5TRA16W L EADER-FULL FORM 13PDPKMIAI a 48 KF KARL FORESTER GRASS CalawTostis ocutiflora Karl Forester' COM. *I 48'K% 3G' SPACMG bo 56 SHEWVOOAH REED SKTGH GRASS Ponkun VVg0- 5lnrladodl' CONT. N 48' HT, 36' SPACING 69 B5 BLACK-EYED SUSAN RAdboddo fulyldO 1Galdztrvm' CONT. a 24' HT, 24' SPACING le EF ELLAH BLUE FESCUE Posh" -oo Elijah BW' CONT, N 24' HT., 24' SPACING 152 PD PARDON ME DAYLILLY Hellrer Im Pardon Me' CONT. N 24' HT., 24' SPACINS 100 CS CARADOMIA SALVIA Salvo k sylvestris 'Gorod—' CONT. N 24' HT., 24' SPACING 6ENERAL LANDSCAPING NOTES L ALL SODDED AND PLANT® AREAS SHALL INCLUDE FULLY AUTOMATIC IRRIGATION SYSTEM. SYSTEM SHALL INCLUDE RAIN SENSOR AND CONTROLLER CAPABLE OF EXPANSION. ALL PLANTERS SHALL BE IRRIGATED. ALL PLANTERS AND SHRUB BED5 SHALL BE IRRIGATED NTH LON WATER CON%*fMON SYSTEM SIKH AS TUBING AND DRIP IRRIGATION. COORDINATE NTH CONCRETE CONTRACTOR TO PROVIDE ADECd1ATE SLEYIIG FOR A COMPLETE SYSTEM. 2. ALL SH W BEDS SMALL BE MULCHED NTH 4' DEPTH OF DECORATNE ROCK MULCH OVER NPD BARRIER, OH ER TO APPROVE ROCK PRIOR TO INSTALLATION. POLY -EDGER TO BE VALLEY VIEW BLACK DIAMOND OR APPROVED EQUAL. 3. PLANT MATERIALS SHALL CONFORM NTH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOOK, FREE FROM DFSEASE, DAMAGE AND OISF16U2ATION. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING PLUMBtE% OF PLANT MATERIAL FOR DURING OF ACCEPTANCE PERIOD. 4. UPON DISCOVERY OF A DISCREPANCY BETMEEN THE QUANTITY OF PLANTS SHOM ON THE SCHEDULE AND THE QUANTITY SHOVRN ON THE PLAN, THE PLAN 94A1 GOVERN. 5. CONDITION OF VEGETATION 5HIALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF TUE CONTRACT. LANDSCAPE MATERIAL5 PART OF THE CONTRACT SHALL BE WARRANTED FOR TWO (2) FULL GROWING SEASON FROM SUBSTANTIAL COMPLETION DATE. 8, ARF45 DISTURBED BY CONSTRUCTION ACTMTIES SHALL RECEIVE 4' LAYER LOAM AND SODDED AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS. T. COORDINATE LOCATION OF VEGETATION NTH U DEt6ROUI D AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND NNDORS. CONTRACTOR 5H1ALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEN AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. B. ALL PLANT MATERIALS SHALL 13E WATERED AND MAINTANED UNTIL ACCEPTANCE. 9. REPAIR AT ND COST TO OVER ALL DAMAGE REAS LTIN6 FROM LANDSCAPE CONTRACTORS ACTMTIE5. 10 .',VEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LAND56APE CONTRACTORS ACTMTIE5. LI6HTIN6 GENERAL NOTES I. CONTRACTOR TO PROVIDE NEVI OR SALVAGED FIXT)RE5, PER CITY, TO MATCH STANDARD ALONG STREETS. 2. POLE HEI6HTS AND FIXTURE WATTAGES TO BE COORDINATED NTH CITY AND OME2 TO PROVIDE APPROPRIATE LEVELS OF LIGHTING LI61HITIN6 LEGEND PEDESTRIAN STANDARD AND/OR BOLLARD STYLE FIXTURES, MOUNTED TO ROOF DECK. TIP 6 - TYPICAL - TYPICAL POLE MOUNTED CITY OF EOPKINS STREET FIXNARE. 5 -EB POLE MOUNTED DEWRATIVE CITY OF HOPKUS STREET FIXTURE 6 POLE MOUNTED, HOODED PARKIN5 LOT FIXNNE, TYP. ROCK MULCH, iviisite 4s w o u n 4931 W.35M ST., e200 ST. LW iS PARK. MN 55118 PN9S2 2502003 cn95bama _ hardy 4a,tey fhb plm. SpeGikavx� Dort wpb pr.pepaed by m¢ a Wer ray L". -d Ladecape MchlbcL wrier Iha Noe a11Fa alws W Mmowla � P k J. Server aie License No. 24904 CONSULTANT: WGL Associates, Inc.. 4931 Nest 35th Street, Suite 200 5t. Louis Park, MN 55418 LL anies lard Terrace5, MN 55403 APARTMENTS 41 9th Avenue South Hlopkle, MN 55343 ISSUE: 6/28/2012 - CITY SUBMITTAL REVISION: ' I FleO.MT W.__ GAD DNe ALB: PRAM Dy: MNP c+ecvw IVr. P.LS pco�rewr mu c .u�ze,ws r<. LANDSCAPE 8 LI6HTIN6 PLAN SHEET NUMBER: L -I V 1 PLOOR PLAN - LOWER LEVEL PARKING 0 8' 16' 32' vLO R mD WCL Associates. Inc. HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by: Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 I hereby nrl that this plan ms pmpamd by me or unser my aired sup —..ane Ihal I am a daN Icensed—heed andm the lam d the Slale of MiurWa Sgnatu�e Name Dr1VE CLARK PegalnliPn 1/•� P-1 Cooled' DAVE RK Phone C Numha�' dati6116 ITV SUBMISSION 06.2992 .-2012 FLOOR PLAN LOWER LEVEL PARKING SCALE: Y,6" = V-0" Prepd 2010.0101 Ch-- oc I 1 13 zsa'—a• I6.3 116'-6• 141'-10' 4 7 10 67'-6' 1. 3 5 9.9 0. 11 12 2 -0. 2 -0, 2'�6' 0'-6• 28'-0' 14'-6• I 13'-6' 28'-0" -6 11'-11 ' 17'-5�' 28'-0' 13'-6' 14'-6' 28'-0' 20'-6" 2'-6" - - LIT - I II I IIIc I 0 1 1I 1 II I I N 1 L— -- �I 1 I 1 .o I III I I I N 1 11 - 1 J t / 6' 0' I 24'-0• 18'-0' 18'-0' 24'-0" 20'-2" 20'-2' 24'-0' 18 18�' _ _'-0' 2r4 0'--- T8-0-- 80'— li T- 1111 I o I I I ( I o I I o I I I I o a l I o I o III I II I I I I o o I - I I I I I I I I III I I I 1 F 1 �8 I 18 1 1 12 12 1 11 I III 12 I I I , T. I - o E it 165 PARKING STALLS , III I 72 STORA E UNITS I H I I III II -9. 1 - - - I - - - D- QRAI ® - I o c C. — — — _ C H c I I ® 8 O� III c �� c I O I 1 1496 'i ®I O N I 1 -92" 1 - - - - - ri — - B ova — — 1 — — I I PLAZA ABM o — 2 F11 I I o 1 I I I o. I 2 1 3 - - LL4" I4 o I m -09 ' 2 _6 20'- 6• 27'-0 14'-6' 28'-0 ' 20'-6'2'-6" 1.1 2 3 5.4 6.8 8.1 I I 9.9 0. 11 12 152'-0" 24'-0• 82'-4" 1 PLOOR PLAN - LOWER LEVEL PARKING 0 8' 16' 32' vLO R mD WCL Associates. Inc. HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by: Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 I hereby nrl that this plan ms pmpamd by me or unser my aired sup —..ane Ihal I am a daN Icensed—heed andm the lam d the Slale of MiurWa Sgnatu�e Name Dr1VE CLARK PegalnliPn 1/•� P-1 Cooled' DAVE RK Phone C Numha�' dati6116 ITV SUBMISSION 06.2992 .-2012 FLOOR PLAN LOWER LEVEL PARKING SCALE: Y,6" = V-0" Prepd 2010.0101 Ch-- oc I. I I I I I I I I I F I i I � I - - r-- I -- I II I I ® I W-- Ttl71 71 o © - -- LLI Ef a I I 2 - o I U. rim I - -- I 9D I vR i i ras � I A�1 m 1all —13 1® 4 y purA o ❑ ® _ >v ® 18 ❑ I 44t 7-7 0 o OLLA 99® %,FLOOR PLAN - GROUND FLOOR APARTMENTS 0 6' 16' 32' WCL Associates. Inc. 4931-- s— Su * 100 St LouN RaM, Minnaadu 6541. T. 953..54= F-%1.541%54 www.wtic.can HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 b.w —0 - lh.s oia� wa. p,apa,- by m o, �n an4 ��d r�aa.aa a,�nnaa am., ine i..,a a nb saa oN Mn,vwalc Spnatun' Nunro- DAME CLMK Rpsl,Gion: 14,eu q�ci rya. DAVE K Gl,oro Numpar: %3U14N69 Pm Nklay 1— CITY SUBMISSION 06.292012 FLOOR PLAN GROUND FLOOR APARTMENTS SCALE: Ye" = V-0" 30100101 Ch— A1.1 I I I I I I I I WCL Associates. Inc. HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by: Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 hereby cea■y thaw tw P4n waa Pmp_ea by me or °na.r ary a recreaPery ei°n a°a mat I am a eery u".eeea.mneen aeeer me 4m °nne sale or M'nnes°la se 'y DAVE CLARK Rep 11W Pmja C nlect: DAVE LURK Ph N mbar: 853-511.8888 Pml NY°ry Date cITV suBMISSION 06.29.2012 FLOOR PLAN SECOND FLOOR APARTMENTS SCALE: Ye" = l'-0" Relc1 1010.0101 a,.a.a A1.2 1 o • _ 1a..7s:e■iii? — �' Imo,•■_ N -n ��1° ■17=■■g .ice ■■ c.� L' �. i� T t_ ,III 1 `�) a::: a7A ■ ■ � d- : • ILI e�, _1 ■ IIIb+III ■ x .... � � � N N ■■i �� � ■ � I� :■ v I'7=e x:.e■ - n - � N,N ' II � : IIIIIIII '�ili;+III � °x r ml[ r_, � � ■ -- �'. wlt'■ - ■ w ! ■ [ 1 - u4 .. �1. ■� - .. i ■ ■ � �. � IIS 1 ■ n ■tIn NuMM WCL Associates. Inc. 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Lou'e Park, Minnemla T..% -%SB F. %3.541-8554 xxw.vwfe.com HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by: Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 Ke�v M X: pan F_FalaB a dUZ MnnemM vno a ae pRVE CLXRN Reg arron' 14.3 Pn �g�,y. DAVE CLARK Phan Nunikar: %zSItA%9 PrM lYtlory Der. cITV SUBMISSION 08.28.2012 FLOOR PLAN THIRD FLOOR APARTMENTS SCALE: &" = V-0" Props zgmnlBl °a �5 A1.3 r■� �_tn-irJl� _ �to ii n n �' x _� 1� � 1 1.1 q�p :1 1: xH :1 H. ::I■-�I � :I..�I'I �I�■i II° � I:1 II,�. j� I. �� .,I � ; L■ IIII ■I � �� �; I■ IN �. H �,� - ■ c q � R J Ci, B N •. ,(� N N j�..a■ —_ If==as _ i - • � .. �' ,Ila.., = I -B u u a3 I ■I"' �� � � � ■■■ : : I■■■- �� x IIII 1 ■ ■ 1 III . ;L�;; �x -� -�- — =L11FM Mw --Ili jll[Ij.` J . �� `. .lu=_ _ I� IN 1 I — IS ■ s r 1" rl . 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WVE CLMK eg ton. 14= Rojed Comxl aVE CLARK Phone NumLer: 95Z�14)%g Print Mnory Oa e CITY suBMISSION 06.292012 FLOOR PLAN FIFTH FLOOR APARTMENTS SCALE: Ye' = 1'-0" Pmp4 "100101 �� '.= A1.5 a 8 8 �1 ROOF PLAN 0 8' 16' 32 WCL Associates. Inc. 4931 W 3511, &— S'2 00 51.—i.ft MMrrowla 55016 T..B52..511-BB68 F..952. 511-9551 xvrvi.wda.com HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins. MN 55343 Developed by: Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 I nP.Ptr2lrenpy ,1,m m.: Pan w,u Pre9or.a W mP or aapmison a.a ma1 i am a auN IkPP:Pa,2npPn aPaPr m.IPia d 11,. store d rn.�a.wm sg�mar. Name �A� CIARK e9 auon. 1/•� Propc,Cmtad: �A�CW6K P1,one NPPLx: B52b11iB69 PmINMory DN. CITY SUBMISSION 06.211 ROOF PLAN SCALE: Y16" = 1'-0" rec 20100101 Cna�p.a h- B�5 A2.0 oc EYEBROW OVERHANG PREFINISHED ALUMINUM BALCONIES DECORATIVE LIGHT PREFINISHED OPERABLE WINDOW— STUCCO INDOW—STUCCO (COLOR 1) METAL PANEL ALT. BRICK-- BUILDINGSIGN— 1st STREET SOUTH ill : ?ii I�I'I ■ � PARTY ROOM — EXERCISE ROOM - TYPICAL FLEX SPACE-- - ELEVATION : EAST 8th AVENUE SOUTH SCALE: 1/16"=V-0" TAIR TOWER 50'-6" T.O. PARAPET h T.O. ROOF 41'-6" h T.O. 4th FLOOR 30'-6" h T.O. 3rd FLOOR __ I . 20'-4' ; h T.O. 2nd FLOOR ® 10'-2" 9U1 AVENUE SOUTH ' STUCCO (COLOR 1) WCL Associates Inc STUCCO (COLOR 2) _771■ STUCCO (COLOR 1) '!$'�f !t!BRICK UIGC111,. I Architecture re -- I, r ■ x —SIGN BAND Interiors �S— 200 {5-6 I► ■ C!1 = • Ih _yALLEY WEST BUILDING TYPICAL FLEX SPACE BUILDING SIGN i EXERCISE ROOM WEST BUILDING GROUND FLOOR ENTRIES ACCESS TO EAST BUILDING BUILDING SIGN PARTY ROOM PATIO UNDERGROUND PARKING LOBBY ENTRY ELEVATION : SOUTH - 1st STREET SOUTH 2 SCALE : 1/ 16" = 1' - O' WEST BUILDING BUILDING SIGN LOBBY ENTRY ELEVATION : WEST - 9th AVENUE SOUTH 3 SCALE: 1 / 16" = 1' - 0" S HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by: Klodt Companies 50 Groveland Terrace MinneapolM is, N 55403 Mwbycetlily ibe bvs plan was preparetl by infer my tlirect superv'aion aM that I am a tlWy liwnsetl arciNect antler ibe leis d Me State of MimesOta BIGNATUtE'. NAM. DAVE CIARN REGISTRATION: 14,6 PRINT HISTORY DATE -sUBMSSION 06292012 EXTERIOR ELEVATIONS PROJECT: 2010.0101 'CK OC cKeutEo a A3.0 � 'Kill! 46'- [ IIf ({llr — •N !A —T.O. 4th FLOOR I! ItF� �t 1 '■' : M?� tF- iffI lit 11 _ 'H a - '•«-T.O. 3rd FLOOR 9 �F tl8�1F '► T.O. 2nd FLOOR mow- F11 _ air tt Z1 3 ■ III �1 4 � � ��■■ �®�■��I���J r In AVENUE SOUTH , BUILDING SIGN i EXERCISE ROOM WEST BUILDING GROUND FLOOR ENTRIES ACCESS TO EAST BUILDING BUILDING SIGN PARTY ROOM PATIO UNDERGROUND PARKING LOBBY ENTRY ELEVATION : SOUTH - 1st STREET SOUTH 2 SCALE : 1/ 16" = 1' - O' WEST BUILDING BUILDING SIGN LOBBY ENTRY ELEVATION : WEST - 9th AVENUE SOUTH 3 SCALE: 1 / 16" = 1' - 0" S HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by: Klodt Companies 50 Groveland Terrace MinneapolM is, N 55403 Mwbycetlily ibe bvs plan was preparetl by infer my tlirect superv'aion aM that I am a tlWy liwnsetl arciNect antler ibe leis d Me State of MimesOta BIGNATUtE'. NAM. DAVE CIARN REGISTRATION: 14,6 PRINT HISTORY DATE -sUBMSSION 06292012 EXTERIOR ELEVATIONS PROJECT: 2010.0101 'CK OC cKeutEo a A3.0 3 EAST BUILDING - VIEW FROM ALLEY COURTYARD WEST BUILDING -VIEW FROM PARKING LOT ELEVATION : NORTH SCALE: 1/16"=1'-0" BUILDING A - COURTYARD •COURTYARD WEST FACE ©T.O. T.O. STAIR TOWER T.O. ROOF ROOF ������■� ■11 �. ■■ Ilklp ki■! II II"—� 111 �" ■ ■ ■INhill gill 0 0 111 T.O. 5th FLOOR '11 Wr -118011 " HER T.O. •'' _ R.N. f9 ��� ■� H `1111I on :1■ �nl fNi�1 11P-_-T.O. I ■■• n r in FLOG ■n:iiirivir ■■■-!!H q- ■■/ gill � wr P-0 x i®i■i Via, � 1 --- ELEVATION : COOURTYARD EAST FACE SCALE : 1 / 16" = 1' - 0" BUILDING B - COURTYARD WCL Associates, Inc. x931 Wezl Yatb Street Surae 300 51 Lours Park. Minnezola 5501fi t 952. Sal 9969 f 953.501 9550 HOPKINS GALLERY FLATS 47 9th Avenue South Hopkins, MN 55343 Developed by: Klodt Companies 50 Groveland Terrace Minneapolis, MN 55403 iw,eby oediry Me 0iis plan supewas paya,ad by da, my di- ­.nand Mat I am a dNy kwnsad amNtt under fin laws of -Sq of Annasota NAME'. IVECIsnannoN xeea PRINT HISTORYDATE CATV SNaMa51IXJ ,N21Hz EXTERIOR ELEVATIONS PROJECT: 2010.0101 ED: x ,E A3.1 CIECKOC SHADOW STUDY: JUNE 1 SUNRISE SUNSET 7:00 AM 5:29 AM 8:53 PM �e SHADOW STUDY: JUNE 1 SUNRISE SUNSET 7:00 PM 5:29 AM 8:53 PM WCL Anoddec, Inc. 1 Wm xm 5—t Su 3110 SL Lo h* 1-- SSat6 C.852..5�1.9988 1..552_51.9551 nvn..lvFM.mm HOPKINS FLATS DEVELOPER KLODT, INC. I— c Ne 9Y1 pl.n w. oRo.� 9Y na n.1l.tm. m, Sbte 91 Mmol. SIGNATURE: NAME: REGISTRATION: PRINT HISTORY DATE 11911FD FOR CT' REVIEV. JU0 252012 SHADOW STUDY PROJECT: 2010.0101 _ 2 DRAWN: CHECKED: - cn Z N Z €.j I V I I I( D U) a UA o Y a, 0 LL 12 a Q a. N M 77 77�? Lo t— (0 � W W (U ~ m W O w (n OU) (nn H U) O Q U) **4 2 22 Q Q a. O N M O r if r W W W U m W O O to cn H U) O Q 2 U)