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HomeMy WebLinkAboutEDA PACKET 02.18.20AGENDA CITY OF HUGO ECONOMIC DEVELOPMENT AUTHORITY TUESDAY, FEBRUARY 18, 2020 5:30 PM 5:30 pm 1. Call to Order 5:31 pm 2. Roll Call (Denaway, Gallivan, Houle, Klein, Petty, Puleo, Weidt) 5:32 pm 3. Approval of Minutes • EDA Meeting of January 21, 2019 5:33 pm 4. Update on the Cattle House 6:10 pm 5. Update on Downtown Redevelopment 6:15 pm 6. Adjournment BACKGROUND MEMO FOR THE EDA MEETING OF TUESDAY, FEBRUARY 18, 2020 3. APPROVAL OF MINUTES Staff recommends approval of the minutes from the January 21, 2019 EDA meeting as presented. 4. UPDATE ON THE CATTLE HOUSE Tony Harmening has applied for a preliminary plat, PUD, and site plan for the Cattle House restaurant to be located on the city owned property along Egg Lake. The applicant has entered into a purchase agreement with the City and is proposing to build a family style restaurant and event center on the property. Staff will provide an overview of the materials submitted. 5. UPDATE ON DOWNTOWN REDEVELOPMENT Staff will provide an update on downtown redevelopment at the meeting. MINUTES FOR THE EDA MEETING OF JANUARY 21, 2020 Chair Weidt called the meeting to order at 5:26 pm. PRESENT: Denaway, Gallivan, Houle, Klein, Petty, Puleo, and Weidt. ABSENT: Petty and Puleo. STAFF: Bryan Bear, City Administrator Rachel Juba, Community Development Director Emily Weber, Community Development Assistant APPROVAL OF MINUTES FOR THE EDA MEETING OF DECEMBER 17, 2019 Commissioner Klein made a motion, Commissioner Houle seconded, to approve minutes for the EDA meeting of December 17, 2019. All Ayes. Motion carried. REVIEW AND DISCUSS ONEKA COMMONS SKETCH PLAN Staff presented a letter brought to the EDA by the applicant, Peter Stalland, which states that he would like to table the Oneka Commons Sketch Plan application at this time. Due to the letter, the EDA did not discuss the sketch plan in depth. REVIEW AND APPROVE 2020 EDA GOALS Staff reviewed the goals that were discussed at the previous meeting. Staff noted that completing the 165a' Street Study and evaluating the results was added to the 2020 goals. The EDA continued their discussion on the future of the city and what they hope to see, but kept the 2020 goals as presented. Commissioner Denaway made a motion, seconded by Commissioner Klein, to approve the 2020 goals as presented by staff. All ayes. Motion carried. UPDATE ON DOWNTOWN REDEVELOPMENT Staff provided an update on downtown redevelopment. This included the recently submitted site plan, preliminary plat, and PUD applications for the Cattle House Restaurant located on the previously marketed city -owned property along Egg Lake. Tony Harmening has signed the purchase agreement for the property and is working with staff on the proposed restaurant. ADJOURNMENT Commissioner Gallivan made a motion, seconded by Commissioner Klein, to adjourn at 6:08 pm. All ayes. Motion carried. Respectfully submitted. Emily Weber, Community Development Assistant Applicants Narrative — January 17, 2020 A 4,975 SF Cattle House Restaurant is proposed as phase 1 of the city owned property on Hwy 61 and Egg Lake. The restaurant will be a family style steakhouse and bar with a brand that reflects a local and organic menu for gathering families and events. The building is designed to accommodate a future 200 capacity event center that would share the kitchen facility. The developer/ owner Tony Harmening has extensive catering experience that will be beneficial in orchestrating community gatherings. A large outdoor wood deck is overlooking the lake and the building is situated to take advantage of the views. The restaurant interior has an industrial barn -like feel with heavy timber beams and large open ceilings. The exterior architecture is designed with a large sloped roof that opens up to the lake reflective of prairie -style. Large overhead glass doors open up to the deck and window patterns with upper transoms reinforce the prairie - style. The massing takes its cues from the grain silos across the highway. The barnwood facades feature living walls of vines growing on trellises that promote the organic nature of the business. High quality materials such as stone, timbers, glass and barnwood siding combine for a rustic/industrial vibe. Decorative light fixtures, ornamental trees and extensive landscaping reinforce the streetscape pedestrian edge along Highway 61. Pedestrian connections are provided throughout the development. Along the lake edge is a variety of walking surfaces including wood plank and concrete, and features multiple opportunities for interacting with the lake with benches and a seasonal dock. The trail system is designed to connect to future developments. The restaurant would be surrounded by recreational activities such as outdoor volleyball, horseshoes and corn hole toss in the summer and broomball, snowmobiling and fire pit in the winter. On off-peak hours a farmers market with local vendors could occur in the parking lots that could reinforce the organic and local branding of the restaurant. These activities would be a benefit for both the restaurant and the community. The site plan is master planned for further future development. The plan takes advantage of views and access to the lake as well as maintaining views of the lake from Hwy 61. Several structures are placed along Hwy 61 for an urban character, while other buildings are situated on the lake amenity. The architecture of the future buildings would incorporate the same palette of materials established with the restaurant in various Parking is shared throughout the site and offers easy access for all uses. The main access to the future phases is aligned 1461h Street with future access designed into the plan as the east and west sites become available for development. See the Stormwater Management Plan narrative for a description of the low impact design (LID) solution that promotes nearly 100% absorption of rainfall and protects Egg Lake from destructive phosphorus and sediment loading. o� BUR��NGTON -__ WASHIN N RTtiE TO COUNTY REC RN Rgi�Rogoi Z US ONAL ___ RAIL HIC _ _ - HWAY N OADgV - T HORI TY Co C if RETAIL = i 11L VICINITY MAP LOCATION MAP RETAIL .I elLli �c) 2 �a RESTAURANT EGG LAKE OHW=926.62(NAVD88) • IV\J I I V JL. h1 LL • PROJECT CONTACTS FUTURE EVENT CENTER G � 0 � ►� CATTLE HOUSE RESTAURANT . J r / ^� NOT TO SCALE CATTLE HOUSE LLC TONY HARMENING OWNER 18100 FOREST BLVD FOREST LAKE, MN 55025 T (218) 349-4673 ARCHITECTURAL CONSORTIUM KATHY ANDERSON ARCHITECT 901 N 3RD STREET SUITE 220 MINNEAPOLIS, MN 5501 T (612) 436-4030 ELAN DESIGN LAB, INC. STEVE JOHNSTON, PE CIVIL ENGINEER 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 T (612) 260-7982 LANDSCAPE ELAN DESIGN LAB, INC. PILAR SARAITHONG, RLA ARCHITECT 901 N 3rd STREET SUITE 120 MINNEAPOLIS, MN 55401 T (612) 260-7982 CORNERSTONE LAND SURVEYING, INC. DAN THURMES, LS LAND SURVEYOR 6750 STILLWATER BLVD. N. SUITE 1 STILLWATER, MN 55082 T (651) 275-8969 COMMUNITY CITY OF HUGO DEVELOPMENT 14669 FITZGERALD AVENUE N CITY PLANNER HUGO, MN 55038 CITY OF HUGO PUBLIC WORKS 6900 137TH STREET N CITY ENGINEER HUGO, MN 55038 SHEET INDEX C-000 COVER SHEET C-001 PRELIMINARY PLAT BY CORNERSTONE C-010 DEMOLITION PLAN C-101 SITE -PLAN C-102 ENLARGED SITE PLAN C-201 GRADING PLAN C-202 ENLARGED GRADING PLAN C-203 SWPPP C-204 EROSION CONTROL PLAN C-301 UTILITY PLAN C-501 DETAILS C-502 DETAILS C-503 DETAILS C-504 DETAILS L-101 LANDSCAPE PLAN L-102 ENLARGED LANDSCAPE PLAN L-501 LANDSCAPE DETAILS E-101 PHOTOMETRICS PLAN Al FLOOR PLAN A2 EXTERIOR ELEVATIONS A3 WALL SECTIONS & EVENT CENTER HUGO - MINNESOTA PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW JANUARY 17, 2020 ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW of/v/2o2o ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 No lvCj\o NS�� GD SHEET COVER SHEET C-000 PROJECT NO. ARC19010 I 1 I ' EX. CB / RIM=. INV=g27g27.I T� y ' - - S89°54'43"W 770.38 _ NORTH LINE GOV'T LOT 4, SEC. 20, TWP. 31, RN(;. 21 z LU w Z I I OPPLOCATION WATERNAIN I I I QQ r I (PER PLAN) CIZI3 n / V ' / 1 -\/ / -� F( / l\ l l -r F- F( / lr l lr 1 1 l SW CORNER OF LOT 2 /-APPROX. SNH L _ / V / V L _ / , . - - , l I'll V OF KENNETH N. LOCATION GRANGER ADDITION ----11/ (PER PLAN) =-10" UTILITY EASEMENT Q I I PER DOC. NO. 324266 0 1 Q 20" UTILITY EASEMENT ' PER DOC. NO. 324264-; - FOUND / 2 I1: k_.: 66 PIPE MARKED 'RLS 13115' EX. SNH EXISTING / / RIN=g33.8 o ` y BUILDING / / INV=glq.o(N/W) v OUND 3/4 INCH ' "� INV=gl8.8(SW) v PON PIPE (4.4" 30' UTILITY EASEMENT JW"LY OP CORNER) i g z PER DOC. NO. 324266 _ _ JLM � 9 � g33.4 r i UTILITY EASEMENT PEP W / 93 �� ' DOC. N0. 324265 �_ =-20" UTILITY EASEMENT C\, Q`' EXISNG 1 �� ��J� q�� S/�o / / PER DOC. N0. 3 A- TI 24263 BUILDING EXISTIN d. _X. SMh �.v 1v�,. �r: 42 n -,✓ / v xg32.6 BOILDI G ., �� �J 21N=g 3.6 0,9 15 40 „ pR E x q3' � OPOSED CURB .8 �'��'- A �� `--S"LY EXTENSION %� TNN=g36J5-- � 28 OF W'LY LINE OF K KENNETH N. �_� �� 3u:MMMIC i �x�� GRANGER ADDITION EX. L'II I �-20" UTILITY EASEMENT EX. B g��4 PER DOC. NOS 24264 PIN 932.1 115 I I INV-g27.4- ca �Z�Z�A �' j - I<OX. LOCATIGIJ �'ROPncc _ ( ' - C1_1' 1 Q '\ g31 E ,y Z \ l I `yJ S I 1 l.` c C< �� I ' - g33_ L R111=q32 ' NV=g281 y rK1 o Q g33.5 >J ' X 34.0 i 933.5 EX. CB I ' RIN=g33.8 EX. B RIN= 33.5 ' NV= 2q2 q 38 934.1 1 46TH EX. SNH--- PIN=g35.0 0\) �T STREET INV=gl5.5 1 15"RCP (PER PLAN) k' o " F NORTH UTUR �� x g35 2 FUTURE E CURB i v x g: I CURB rn OJ ' Ca -_ -- --I ----T / 9 .. I PER ��CT No ASE E ' NT /II FF STNH =_--- EX. PES 'E �._ 324278-_�36.p�uRE� NV=g31.9 IN=g34.8 p 9� 0 'APPROX. LOCATION INV=g2q,7 E x F T / P 0' --- INV=g2g.6(N) i ~ i DTILI OF WATERNAIN o,: 0C. SUMP=g2g.4/ ® � �, ' `FUTURE ' (PER PLAN) q3'5 ° EX. CB-- � ' Z o -E"LY R/W LINE OF LOT LINE IRIN=g34.1 o US HWY NO. 61 Nv-g2g.6 -, m r ' EX. CB--__ '-'I- WATERNAIN j RIM=g34.3 AN) LO 3 I INV=g2q.g EXISTING SIGN FUTURE LO L0� 14 , 7-�_ ' SIGN TOP= g48.2- 0 F 9 :.' 00 -_ s� xg35.6 JL FUTu _ Cog �8 ' 0 ' o EXISTING, �' `► . BUILDI % NG % 8�0 , 34 ' �) v3j S7 1j 3 48 o 8 .."1 ,---- I ' I I I I ,-FOUND 1/2 INCH IRON PIPE NARKED "PL513115" --W"LY LINE OF LOT / 3 OF KENNETH N. GRANGER ADDITION OG Nw GYj O O I 7" N13°89.98 / `�__ 3-64' UTILITY EASEMENT / RVEY NE i i PER DOC. N0. 755836 so EDGE OF ICE MEASURED ON 12- �� CE ELEVATION = OHWL i -SURVEY LINE LOCATION AS SHOWN ON WSB SURVEY 30' UTILITY EASEMENT PEP DOC. NO. 324272 30' UTILITY EASEMENT PER DOC. NO. 324274 --- --EDGE OF DELINEATED WETLAND AS O PROVIDED BY WSB AND ASSOCIATES Xj �Q L.LJ cb Q < G _J CIV \\\ ------30" UTILITY EASEMENT PER DOC. NO. 324273 --30' UTILITY EASEMENT 3+I_ PEP DOC. NO. 324275 --------30' UTILITY EASEMENT PER DOC. NO. 324276 UTILITY EASEMENT PEP DOC. NO. 324277 --30" UTILITY EASEMENT PER DOC. NO. 32427q I I I I I Ul I 0 -EX. SNH RIM=g30.0 INV=q 18.I cn O III �o LL Q Q) ww C� v ------- SURVEY LINE LOCATION AS SHOWN ON WSB SURVEY - `9�• 'V78APPROX. SNH 1j0'f �2 24" s LOCATION %ESCR�BEpi (PER PLAN) UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 193261460. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. LEGEND: FOUND MONUMENT FIRE DEPT. CONNECTION O SET 112" IRON PIPE HYDRANT MARKED RLS NO. 25718 0 CURB STOP v CABLE TV PEDESTAL WATER WELL AC AIR CONDITIONER O WATER MANHOLE OE ELECTRIC MANHOLE wn WATER METER an ELECTRIC METER POST INDICATOR VALVE EP ELECTRIC PEDESTAL WATER VALVE er ELECTRIC TRANSFORMER O BOLLARD L� LIGHT POLE p FLAG POLE GUY WIRE Mg MAIL BOX POWER POLE TRAFFIC SIGN OG GAS MANHOLE O UNKNOWN MANHOLE cn GAS METER SOIL BORING O TELEPHONE MANHOLE X g50.0 SPOT ELEVATION v TELEPHONE PEDESTAL ® TRAFFIC SIGNAL co SANITARY CLEANOUT SANITARY MANHOLE CONIFEROUS TREE O or (D CATCH BASIN O Or ❑ STORM DRAIN DECIDUOUS TREE ® FLARED END SECTION O STORM MANHOLE UNDERGROUND ELECTRIC UNDERGROUND CABLE TV UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS SANITARY SEWER STORM SEWER WATERMAIN FENCE CURB [TYPICAL] CONTOURS BITUMINOUS SURFACE CONCRETE SURFACE leLN DENOTES FOUND JUDICIAL LANDMARK NE COP. GOV"T LOT 4, SEC. 20, TWP. 31, PNG, 21 LEGAL DESCRIPTION: That part of Lots 5, 7, 8, 9, 10, 1 1 , 12, 13, 14, 15, and 16 all in COUNTY AUDITORS PLAT NO. 7, as is on file and of record in the office of the County Recorder, Washington County, Minnesota, and that part of Government Lot 4, Section 20, Township 31 North, Range 21 West, Washington County, Minnesota described as follows: Commencing at the Northeast Corner of Government Lot 4, Section 20, Township 31, Range 21, Washington County, Minnesota; thence South 89 degrees 54 minutes 43 seconds West, assumed bearing along the north line thereof, 770.38 feet to the easterly Right of Way Line of U.S. Highway No. 61 ; thence South 11 degrees 51 minutes 27 seconds West, along said easterly Right of Way Line, 1150.20 feet to the Southwest Corner of said Lot 1 5; thence South 78 degrees 02 minutes 24 seconds East, 173.48 feet to the point of beginning of the tract to be described; thence North 1 1 degrees 51 minutes 27 seconds East, 46.00 feet; thence North 78 degrees 09 minutes 34 seconds West, 173.48 feet to said easterly Right of Way Line; thence North 11 degrees 51 minutes 27 seconds East, along said easterly Right of Way Line, 612.17 feet; thence South 79 degrees 15 minutes 40 seconds East, 145.81 feet to the southerly extension of the westerly line of KENNETH N. GRANGER ADDITION, as is on file and of record in the Office of the County Recorder, Washington County, Minnesota; thence North 1 1 degrees 13 minutes 45 seconds East, along said southerly extension, 61.34 feet to a point distant 50.47 feet southwesterly of the Southwest Corner of Lot 2 said KENNETH N. GRANGER ADDITION; thence North 79 degrees 24 minutes 05 seconds West, 145.15 feet to said easterly Right of Way Line; thence North 1 1 degrees 51 minutes 27 seconds East, along said easterly Right of Way Line, 278.07 feet; thence North 89 degrees 54 minutes 43 seconds East, 209.14 feet to the east line of said Lot 5; thence South 00 degrees 32 minutes 40 seconds West, along said east line, 58.99 feet to the south line of said Lot 5; thence South 89 degrees 54 minutes 42 seconds West, along said south line, 75.38 feet to the Northwest Corner of Lot 1 said KENNETH N. GRANGER ADDITION; thence South 1 1 degrees 13 minutes 45 seconds West, along the westerly line of said KENNETH N. GRANGER ADDITION and it's southerly extension, 244.73 feet to a point distant 50.47 feet southwesterly of the Southwest Corner of said Lot 2; thence South 76 degrees 42 minutes 05 seconds East, 274.47 feet to the westerly line of Lot 3 said KENNETH N. GRANGER ADDITION; thence South 00 degrees 20 minutes 17 seconds West, along said westerly line, 64 feet more or less to the shore line of Egg Lake; thence southwesterly along said shore line, 737 feet more or less to a line which bears South 78 degrees 02 minutes 24 seconds East from the point of beginning; thence North 78 degrees 02 minutes 24 seconds West, 1 10 feet more or less to the point of beginning. EXCEPTING THEREFROM That part of Lots 5, 7, 8, all in COUNTY AUDITORS PLAT NO. 7, as is on file and of record in the office of the County Recorder, Washington County, Minnesota: described as follows; Commencing at the Northeast Corner of Government Lot 4, Section 20, Township 31, Range 21, Washington County, Minnesota; thence South 89 degrees 54 minutes 43 seconds West, assumed bearing along the north line thereof, 770.38 feet to the easterly Right of Way Line of U.S. Highway No. 61 ; thence South 11 degrees 51 minutes 27 seconds West, along said easterly Right of Way line, 153.32 feet to the point of beginning; thence continuing South 11 degrees 51 minutes 27 seconds West, along said easterly right of way line, 278.07 feet; thence South 79 degrees 24 minutes 05 seconds East, 145.15 feet to the southerly extension of the westerly line of KENNETH N. GRANGER ADDITION, as is on file and of record in the Office of the County Recorder, Washington County, Minnesota, point being 50.47 feet southwesterly of the Southwest Corner of Lot 2 said KENNETH N. GRANGER ADDITION; thence North 1 1 degrees 13 minutes 45 seconds East, along said westerly line and its southerly extension, 244.73 feet to the northwest corner of Lot 1 said KENNETH N. GRANGER ADDITION, also being the south line of Lot 5, said AUDITORS PLAT NO. 7; thence North 89 degrees 54 minutes 42 seconds East, along said south line, 75.38 feet, to the east line of said Lot 5; thence North 00 degrees 32 minutes 40 seconds East, along said east line 58.99 feet; thence South 89 degrees 54 minutes 43 seconds West, 209.14 feet to said Easterly right of way line and the point of beginning. (PROPERTY DESCRIPTION PROVIDED BY WSB & ASSOCIATES. PROPERTY DESCRIPTION IS CURRENTLY BEING SPLIT THROUGH AN EXAMINERS DIRECTIVE.) TITLE NOTES: NO TITLE WORK PROVIDED FOR THE BENEFIT OF THIS SKETCH. EASEMENTS SHOWN ON THIS SURVEY ARE THE SAME AS THOSE SHOWN ON PREVIOUS SURVEYS OBTAINED FROM WSB AND ASSOCIATES. ADDITIONAL EASEMENTS OF WHICH WE ARE UNAWARE MAY EXIST. EXISTING AREAS: TOTAL AREA = 1 84,61 6 SQ.FT., BEING 4.24 ACRES, MORE OR LESS (AREA MEASURED TO THE ORDINARY HIGH WATER LINE) PROPOSED AREAS: PROPOSED LOT 1 = 83,651 SQ.FT. PROPOSED OUTLOT A - 96,067 SQ.FT. FUTURE LOT 1 = 25,065 SQ.FT. FUTURE LOT 2 = 39,322 SQ.FT. FUTURE LOT 3 = 31,680 SQ.FT. DEDICATED FOREST BLVD NORTH = 4,898 SQ.FT. TOTAL AREA = 184,616 SQ.FT., BEING 4.24 ACRES, MORE OR LESS (AREA MEASURED TO THE ORDINARY HIGH WATER LINE) OUTLOT NOTE: AT THIS POINT SITE DEVELOPMENT WILL ONLY TAKE PLACE ON THE PROPOSED LOT 1 AND THE REMAINDER OF THE SITE WILL BE PLATTED AS AN OUTLOT. PLANS FOR FUTURE DEVELOPMENT OF SAID OUTLOT INCLUDE SEQUENTIAL PLATTING INTO THREE ADDITIONAL LOTS WITH A BUILDING AND IMPROVEMENTS ON EACH FUTURE LOT. THE FUTURE BUILDINGS, IMPROVEMENTS, AND LOT LINES ARE SHOWN ON THIS SURVEY FOR REFERENCE AND ARE SUBJECT TO CHANGE. SURVEY NOTES: 1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WASHINGTON COUNTY SURVEYORS OFFICE (NAD83). 2. WETLAND DELINEATION LINES PROVIDED BY WSB AND ASSOCIATES AND HAVE NOT BEEN FIELD VERIFIED. VACATING EXISTING EASEMENTS NOTE: IT IS THE INTENDED THAT ALL THE EASEMENTS AFFECTING THE SUBJECT PROPERTY AS SHOWN ON THIS SURVEY WILL BE VACATED PRIOR TO THE FINAL PLAT BEING RECORDED. NEW UTILITY AND ACCESS EASEMENTS WILL BE RECORDED ONCE THE AS -BUILT LOCATIONS OF UTILITY PIPES AND ACCESS AREAS ARE DETERMINED. NEW DRAINAGE AND UTILITY EASEMENTS WILL BE DEDICATED ON THE FINAL PLAT PENDING CITY ENGINEER COMMENTS. CATTLE HOUSE ADDITION PRELIMINARY PLAT CONTACT: ELAN DESIGN LAB Steve Johnston 901 N 3 rd Street Suite 120 Minneapolis MN 55401 612-2607982 sjohnston@elanlab.com COUNTY/CITY: WASH 1 NGTON C O U IV TY CITY OF H U G O REVISIONS: DATE REVISION 01-16-20 INITIAL ISSUE CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Dani hurmes Registration N tuber: 25718 Date:__ 01-_ 1-6 _20--- PROJECT LOCATION: l 4xxx FOREST BLVD. N. PID#2003121240035 PID#2003121240038 -2003121240049 PID#2003121240053 Suite #200 1970 Northwestern Ave Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dan@ cssurvey .net CORNERSTONE LAND SURVEYING, INC. FILE NAME SURVEDL31 PROJECT NO. EDL1 9031 PRELI M I NARY PLAT i V »R //� STMH cP GTO RIM-9 RT� N V-929.7(E> - - _ _ _ = ASH/ N rV CB � o - >> EX. CB �T RIM= � _ _ _ - RIM=933.8 - NV-929.6=929.6(N) g - SUMP_ i PROTECT STORM SEWER , V CO / EXISTING SIGN _ NT RE - Z) SIGN TOP- 948.2 I EX. C \� �, PROTECT OVERHEAD POWER LINE RIII M=934.3 IIII i PROTECT WATERMAIN 'O, V/q L p /� si-----'� PROTECT CURB =� 1'Cj A, �- '?,A I LRO /� Vy__ _ �'1 _-_ &GUTTER --__� Y NO 6 „Rc;_ i _ _ \ - EXISTIN - - UTHORI - - AND STRIPIN IS \ - - ❑u BASED 0 - _ _ -r HAS NOT BEEN C .o - \ = T ❑u » - - - CONFIRMED RIAL P�p� _ EX. CB E ------,�__- ❑u----------�N.-EB---= DINTH PROTECT STORM RIM=932.4 E FI RIM=933.5 - = - _ _ _ _ - INV=927.1 L9 2 - CATCHBASIN �i REMOVE CONCRETE PROTECT CURB OVERHEAD coWALK ----- - - - - ERH - - - VL ° & GUTTER UTILITY PROTECTS--� z APPROX. LOCATION ; -.- g - _ _ _ _ PROTECT WATERMAIN Vv EX CB OF WATERMAINEROTECTSANITARY - _ - _ U1 ,/ - - _ --- - - - W (PER PLAN) o MANHOLE -� - _- _ _ _ - _------ ---- __�- ---------------- - _ �_ 8.6 o RIM=95.4 \�' - _ - _ EX. CB INV=916.2 \- u - - RIM=932.3 o ,- ` > �w ❑ _ PROTECT GAS -_ EX. CB __. . j z \ tea _�� NV- PIM-932.1 ' -D `\ -- _ - ` _ a - i PROTECT POWER POLE 27.4 SB 6 > \ z PROTECT HYD RANT - - _ - _� ° ° RELOCATE HYDRANT N - --r C)o ' = - e = ❑- c i _ _ _ RELOCATE SIGNAGE O ❑u -' _ z PROTECT CONCRETE i W� u - - - o / REMOVE POST - -zz D WALK i - _ - _ ❑u -G _ _ m N �' \ �\ II ' �/ I _ 1 0 -1610 C.- - 8" CIP WATER • SB-+9 SB '- _ V , 1 z --__ 20 REMOVE & REPLACE REMOVE CURB =� 0 ' o _ _ _ / STORM CASTING & GUTTER REMOVE CONCRETE z���' z z \ SEE SHEET C-301 WALK 2" If o v 2" N M z SB-1----------------- �- PROTECT SANITARY SEWER �� ; �8" O z - 8' RELOCATE POWER POLE \ m 0-15# TWIN +SB-1410' _---- q REMOVE TELEPHONE �F CIA - _ - " / ® 18 QUAD 35" ' I I\ PEDESTAL ,---------0 _ �� RE MOVE TELEPHONE O - REMOVE TELEPHONE ? Z ' ---------- _ _ I ------- o - -,, PEDESTAL -' z +SB4 - PEDESTAL --- SB 7 / x l SB-15 10' x 5 7 CA o D REMOVE TELEPHONE _ __ _ -- C �, m - - - w m5B 5 PEDESTAL / P CT SANITARY SEWER EX GLEAN -OUT / \ p m ' SB-2 --------��-o� EX. SMH ,- ------ -_� DIRT 992423 PROTECT SANITARY o wo - - - - SNOWPILE - M 0 RIM' - MANHOLE \O ' I z M G I -. fir, (NO LID ON PIPE) o p_ c ( o m o m INV=918.9(SE) !a z n r F- _ _ _ - - - \ _-' D ; - --' r� a, REMOVE TELEPHONE � n � 'f x INV=917.3(NE/W) - F O o o n ---- m o -- o Fr _ PEDESTAL \ � O \ / SB-3 ----- 24'DBL � c L c v z < \ N m __� �_�- ------ O c REMOVE SANITARY w n o m \ °' v D PROTECTSAN1TARYBEWER ----- - o CLEANOUT ' c� N w> EDGE OF \\II L� �/ r 0 C\ Om c �� n �z /PRCVLQED DELINEATED WET / _ PROTECT o C O v i o '� Z 0 / -- BY WSB AN SAND qS - i m� o vv w > � W m m -- ASSOCIgT �� - ------ -------- - ` - --__ - Z_C __----� ------ L, _-_ - - MANHOLE _ _ _ it _ SANITARY � , N F,, REMOVE S - -- - - ----- � � B 17SEWER ---RM S9 9. zz z� � �, / I / ---- ���= PROTECT SANITARY '� ED-�- " S IN=918.0\\ z +SSB\1-\ I/ lo,Mo 10' V 2I -- .' ---MANHOLE �'24 \� 0 20' // \\ N N 2 o � 1 / G PRAAIPI�1�/spl fEL�n Nm�z j / \\ o c _ z5 O - mo m o m� I ARp�L POWER PDE � ,- __ , LAN) IA_ND� SC S- \z 70 1\ m z i C c N / PROTECT SANITARY \ wL W� WIRES - rr ,- _ LI ? % �\ -<z > o-� O o i SB-8 - � �,I------- �y �= _Tr �-, WL -_-- I - _ L I � \ � � 1\ / \ � � �� ! SB-�'12D'i n � MANHOLE - - _--_ C�` --_-- z�_ •/ \ M / -AP WL�II/ _�-- _ \\ m\ m z z II I 1 \ \ -�/ / / �' / o - 13"D B r / T G7 Z vv Yo N m N m --- EX. SMH -\ "r/ /d"I, \\ \ m N d O RIM=933 \ INV=92 / \_z_ / --f- ---------- r F�` O r� PROTECT SANITARY ERIM=930.0 o X. SMH x MANHOLE O INV=918.1 o u / mo of -0w a-r- �I v ��� y r `� v 4"DBL v wm C P \ PROTECT SANITARY SEWER m - \ \ N O� orT � rTo I I v v vv � o,z w> �� o� EGG LAKE ;; vv �� �� r OS i zo 7 o o OHW=926.62(NAVD88)m < �0 D N'Z O c vv v vv�\ `� vv vv v L 2Ah N M w U) nz� Ow� o W N D OHWL vv W2L4�O�-OFTSF�AO 70 " N t�m z 1 11v ��bz q�24 71 C: q, -0 I@ ... I OOD O \ cf) w� �� u/ N y ���`� .S2'�i�' DBL O/�I�Svv ��m o m z w , \\ \ `. \ �r \\ EDGE OF TALL \\ o C ���c , O I \\\ �\\ \� Oc \EDS/GRASS \\ r Jz o� /010 0� �AJF9T I I \I 4.� 24" RPP\ FOB r 7"DBL\\ z �<F\/9 /OF O �� \��Q�q6�/0 'off �S a qTF / \ \ \ w Cip �v � O / �\7z 0 �o a"DBL \I �FT ��PROTECT TREES -I (TYP) v \ PROTECT TREES (TYP) ��L DEMOLITION PLAN �� 1"=30' \ DEMOLITON NOTES LEGEND 1. BACKGROUND INFORMATION AND TOPOGRAPHIC SURVEY TAKEN FROM SURVEY PERFORMED BY 5. LIMIT CONSTRUCTION ACTIVITIES TO THE CONSTRUCTION LIMITS SHOWN ON THE PLAN. IF WORK CORNERSTONE LAND SURVEYING, INC., ON DECEMBER 12, 2019 EXPRESSLY FOR THIS PROJECT. NEEDS TO EXTEND TO PUBLIC STREETS OR RIGHT OF WAY IT IS THE CONTRACTOR'S RESPONSIBILITY m o \ REMOVE CONCRETE \ �I ELAN DESIGN LAB CANNOT GUARANTY THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. TO APPLY FOR ALL PERMITS, PREPARE ALL DRAWING AND PAY ALL FEES AND COST. ALL I � VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCES. c I i o ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR REMOVE CURB & GUTTER \ A II CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 6. CONSTRUCTION ENTRANCE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF DEMOLITION z EX. SMH / I I I I I I I o OPERATIONS. SEE SHEET C-202 AND C-201 FOR ALL EROSION CONTROL MEASURES AND X" REMOVE STORM SEWER rT RIM=933.8 I I I D w INV-919.0 N W 2. CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN CONDITIONS THAT COULD RESULT IN APPROPRIATE STAGING AND SEQUENCING. I I N ' ( / ) I 1 I INV-918.8(SW) ADDITIONAL COST TO THE ATTENTION OF THE OWNER AND ENGINEER AS SOON AS THEY ARE I m DISCOVERED SO THAT THEY CAN BE PROPERLY DOCUMENTED. FAILURE TO NOTIFY OR COVERING 7. PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL UN -WITNESSED WORK SHALL RESULT IN REJECTION OF CLAIMS FOR ADDITIONAL COMPENSATION. METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT THE LIFE OF THE PROJECT. 3. PROTECT ALL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITION FROM DAMAGE DURING 8'I S P CONSTRUCTION. ANY ON -SITE OR OFF -SITE AREAS DISTURBED DIRECTLY OR INDIRECTLY DUE TO 8. REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO CONCRETE I I_' CONSTRUCTION SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING APRON, SITE LIGHTING AND RELATED FOUNDATIONS, SIGNAGE AND RELATED FOUNDATIONS, AND II CONDITION. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY CIVIL PENALTIES RESULTING FROM LANDSCAPING WITHIN THE CONSTRUCTION LIMITS UNLESS NOTED OTHERWISE. THEIR WORK UNDER THIS CONTRACT. F11 -P /« / 9. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES. ELECTRIC 4. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON -SITE. ALL DEBRIS SHALL BE HAULED HANDHOLES, PULLBOXES, POWERPOLES, GUYLINES, AND STRUCTURES DISTURBED BY 00 OFF -SITE TO A DISPOSAL AREA APPROVED BY APPROPRIATE GOVERNMENTAL AUTHORITIES FOR THE CONSTRUCTION ACTIVITIES TO BE RESTORED IN ACCORDANCE WITH SPECIFIC OWNER r U HANDLING OF DEMOLITION DEBRIS. WORK SITE SHALL BE LEFT IN A CONDITION THAT MINIMIZES REQUIREMENTS AT CONTRACTORS EXPENSE. o m M EROSION POTENTIAL ON A NIGHTLY BASE. J co m D LP K �U 00m w =mN z r, � a Know what's below. Call before you dig. OAK STREET 30 CC] SCALE IN FEIIiT ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the state,Q y�l A. ONS� G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DEMOLITION PLAN C-01 0 PROJECT NO. ARC19010 1 CD ' 0 Z 1p, o o � INASHIN �°�Ti,, t -___--TONCOUN �i��o� T1' RE o� V =_ .- EC;/ON -- AL S HIC RAILR r HWAY No. - pAD AV 6 � N THOR I TY • a o - Z o 1 V = N t �u - om v o 24' 18, ° 9.3 I PYLON SIGN ^c 12 12' _ � f °�" 50, a `TRASH VENCLOSURE _ a5'6' 0 10' BIKE RACKS RETAIL -° - FUTURE WALKWAY 3,600 +/- SF. CONNECTION 18 WL W`` WL I T/OI LRI V I l`AL `\ STMWTER BASIN DE MINIMIS w �WETLAND _V IMPACT 85 SF _ / SITE PLAN ill =30' SITE PLAN NOTES 1. DIMENSIONS SHOWN ON THIS PLAN ARE TO FACE OF CURB AND EXTERIOR FACE OF BUILDING UNLESS NOTED OTHERWISE. 2. MEET AND MATCH EXISTING CONDITIONS. PROVIDE PROPER TRANSITION AS NECESSARY. 3. ON -SITE CURB TO BE B612 CONCRETE CURB & GUTTER UNLESS NOTED. 4. ALL CURBS TO HAVE 3/4" EXPANSION JOINTS AT A MAXIMUM OF 100'41 AND CONTROL JOINTS AT A MAXIMUM OF 10'-0". 5. ALL PARKING STALLS TO BE PAINTED WITH A 4" WIDE WHITE STRIPING. ACCESSIBLE SYMBOLS TO BE PAINTED IN WHITE AND ACCESSIBILITY ACCESS AISLES TO BE PAINTED WITH A 4" WIDE WHITE PAINTED STRIPE 18 INCHES ON CENTER AND AT 45 DEGREE ANGLE TO STALL, WITH NO PARKING' MARKED NEAR THE DRIVE AISLE. REFLECTORIZED PAINT SHALL COMPLY WITH MNDOT 3592. LEGEND CONCRETE SIDEWALK/PAVEMENT WOOD BOARDWALK/ DECK PERVIOUS AREA SAND PLAY SURFACE WETLAND IMPACT o° 16' RETAIL g ° 80, FF 2,500 +l- SF. ° _DRIVE THRU WINDOW RETAIL ° 3 ° , OUTDOOR I 4,000 +/- SF. SEATING 6�5i 91 N T' Yp' 60 N 60 — `W L CONCRETE PAD/ DE MINIMIS SEATING AREA WETLAND - IMPACT 40 SF WETLAND BOUNDARY WOOD BOARDWALK PROJECT SUMMARY AREA SUMMARY ° 0 ° 881 81I- INTEGRAL CURB & WALK 7.5' 6 w co �a °e 20 BIKE RACKS ZONED C-1 CENTRAL BUSINESS PROPERTY AREA 184,616 SF. (4.24 AC.) ADDITIONAL RIGHT-OF-WAY 4,898 SF. PROJECT AREA 179,718 SF. (4.13 AC) LAND USE EXISTING AREA BUILDING 0 SF (0%) FUTURE BUILDING 0 SF (0%) PAVEMENT (WALK/ DRIVE/ PARKING) 0 SF (0%) TOTAL IMPERVIOUS 0 SF (0%) PERVIOUS 179,718 SF (100%) PARKING LOT AREA 73,444 SF. TOTAL LANDSCAPED INTERIOR 3,955 SF. (5.4%) (REQUIRED 5% MIN., 100 SF. MIN AREA) PARKING SUMMARY REQUIRED 201 STALLS 5,000 SF RESTAURANT 10 PER 1,000 = 50 STALLS EVENT CENTER 200 CAPACITY = 100 STALLS 4,000 SF RETAIL 5 PER 1,000 = 20 STALLS 3,600 SF RETAIL 5 PER 1,000 = 18 STALLS 2,500 SF RETAIL 5 PER 1,000 = 13 STALLS PROPOSED 181STALLS 6 - 8'X18' ACCESSIBLE STALLS 175 - 9'X18' STANDARD STALLS PROPOSED BICYCLE 10 BIKE RACKS - 20 SPACES —----------- ° ° s a 1 ENLARGED PLAN ® C-102 ° i I wZ) ml I CD (D o FUTURE DRIVEWAY x CONNECTION VL _ FUTURE EVENT CENTER DE MINIMIS GAG 3,870 SF., EGG LAKE I WETLAND\ OHW=926.62(NAVD88) IMPACT65SF WL I \ PROPOSED AREAM woo \` 15,100 SF (8%) 3,870 SF (2%) 102,484 SF (58%) 121,454 SF (68%) 58,264 SF (32%) \ r� / r WETLAND SUMMARY / TOTAL WETLAND IMPACTS 165 SF. / • Know what's below. Call before you dig. OAK STREET 30 0 SCALE IN FIE T ARCHITECTURAL CONSORTIUM L.L.c. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the stated x A. `per` ONS, G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET SITE PLAN C-1 01 PROJECT NO. ARC19010 X01 / / 1 RETAIL4,000 SF. ° / / EDGE OF BITUMINOUS IN PHASE 1 CURB/ WALK CONSTRUCTION IN PHASE 11 ° ~ N o ° � ° ° 18, Rxo, ° ° J ° ' 24 ° 8' 1 ° PHASEITEMPORARY o PARKING _ 1 � PREAMBLE PAVEMENT 4" INTEGRAL CURB / — SECTION (TYP) 8' 8 j / 91 ' F F 24' F-F 8.6T PHASEITEMPORARY ' °_ ° PARKING / R361 �, 60 ° ° 1CO I 4_WIDE CURB 6 —OPEN NQ C 501 co_ / 9' - I —TYP ° f 18, 1 .67' 4' 5 , ° o ° ° ° t ° ° 1 cl� ° � ' CO CONCRETE WALK IL 1 wL BOULDER RETAINING WALL - vu /jROPERTY�IN ADDITIO o NAL RIGHT OF wAY "7),p 1 C-502 PAVE v ° 0 MONU ENT SIG 0 ACCESSIBLE CURB RAMP (TYP) 9 D412 CURB &GUTTER A:Y _ 4 INTEGRAL CURB 5 SIDEWALK JOINT ° ° ° C-501 AND WALK (TYP) C-502 (TYP) ° ° ACCESSIBLE 3.7' ° ° CURB RAMP (TYP ,° o 7 ACCESSIBLE ' ° C-501 SIGNAGE (TYP) 8 ACCESSIBLE ° R10' C-501 CURB RAMP (TYP) WOOD STAIR, RESTAURANT VERTICAL 2-6" RISERS 51000 +/- S F . �� 0 2 CONCRETE SIDEWALK RIBBON CURB C-502 PAVEMENT DROP OFF SPACES `� ° SECTION (TYP) TEMPORARY VERTICAL - PLANTING � o L�—WOOD STAIR 6 6-T RISERS 1 B612 CURB & GUTTER \ C-501 (TYP) \ SANITARY EASEMENT END PERMANENT BOARD WALK AT OHWL \ FUTURE WOOD— ) STAIR WLWL .,. SEASONAL BOARDWALK \ & DOCK 10' WIDE WOOD �� BOARDWALK ACTIVE LAWN FXICTIKI(; TRFFS I ._ OHWL WETLAND BOUNDARY FUTURE TRAIL CONNECTION ENLARGED SITE PLAN 1"=20' A COMMERCIAL CONCRETE C-501 DRIVEWAY ACCESSIBLE CURB RAMP (TYP) 8' 16' STOP SIGN 24' , F-F 1 1 /' o � J W CO 1 I 1 1 R50' r ► 1 FUTURE DRIVEWAY CONNECTION L t�z D 1 X GARDEN 1 3 RIBBON C-501 CURB ° o ° ° / WOOD DECK ° ° ° ° 12'X 26' TRASH & / ° RECYCLING CURB TRANSITION 5 ��® \� ° ° ENCLOSURE FROM B612 TO RIBBON C-501� `� ° <° CURB �\\ / \\� 33 `�' FUTURE EVENT �'� 4 CONCRETE , \1 ` C-502 PAVEMENT SECTION CENTER 6 GjCONCRETE '' 31870 SF. _ ��� C-502 PAVEMENT JOINT (TYP) C/ Y\` FUTURE WALK � \ � EXISTING TREES 61.7.31 CI) FT1 \ / / 6' SAND VOLLEYBALL COURT / / B / , •� / EXISTING TREES SAND VOLLEYBALL COURT / / EXISTING TREES r� \ TRASH & RECYCLING TRUCK CIRCULATION ill =50' a Know what's below. 20 60 CaII before you dig. I SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the state,Q y4`ll Aw3cj. o` GONS� Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET ENLARGED SITE PLAN C-1 02 PROJECT NO. 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VERIFY ALL FIELD CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES OR UNKNOWN UTILITIES ARE FOUND THAT IMPACT DESIGN OR IMPAIR CONSTRUCTION, THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED. 2. ALL WORK TO COMPLY WITH CURRENT MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION UNLESS NOTED. 3. FOLLOW ALL RECOMMENDATIONS PRESENTED IN GEOTECHNICAL EVALUATION REPORT PREPARED BY NTI . 4. ALL NON -GRANULAR SOILS, AND TOPSOIL SHALL BE REMOVED FROM WITHIN THE PROPOSED BUILDING PAD. A GEOTECHNICAL ENGINEER OR THEIR DESIGNATED REPRESENTATIVE SHALL OBSERVE THE PROJECT EXCAVATIONS TO VERIFY THAT UNSUITABLE MATERIALS HAVE BEEN PROPERLY REMOVED FROM PROPOSED STRUCTURAL AREAS, THAT ADEQUATE BEARING SUPPORT IS PROVIDED BY THE EXPOSED SOILS AND THAT STRUCTURAL FILL IS PLACED APPROPRIATELY. THE EXPOSED SOIL AT THE BASE OF FOOTINGS OR THICKENED SLAB SHALL BE COMPACTED TO 98 PERCENT PROCTOR DRY DENSITY (ASTM D698). 5. ON -SITE GRANULAR SOIL IS GENERALLY SUITABLE FOR STRUCTURAL FILL. SILTY OR ORGANIC SOILS SHALL NOT BE USED FOR STRUCTURAL FILL. PLACEMENT OF STRUCTURAL FILL SHALL BE OBSERVED AND TESTED BY AN EXPERIENCED TECHNICIAN OR ENGINEER TO VERIFY THAT PROPER COMPACTION HAS BEEN ACHIEVED. STRUCTURAL FILL SHALL BE MOISTURE CONDITIONED (DRIED OR WETTED) AS APPROPRIATE PRIOR TO PLACEMENT. MOISTURE CONDITIONED ENGINEERED FILL SHALL BE PLACED AND COMPACTED IN LOOSE LIFTS OF 8 INCHES OR LESS. EACH LIFT OF FILL SHOULD BE COMPACTED BY LARGE VIBRATORY EQUIPMENT UNTIL THE IN -PLACE SOIL DENSITY IS EQUAL TO OR GREATER THAN THE CRITERIA ESTABLISHED WITHIN THE FOLLOWING TABULATION. TYPE OF CONSTRUCTION COMPACTION CRITERIA MOISTURE CONTENT VARIANCE FROM OPTIMUM (% RESPECTIVE PROCTOR) NON -ENGINEERED FILL (GREEN SPACE) 95 -3 TO +3% FOR SAND AND GRAVEL SOILS <3% FOR CLAY SOILS ENGINEERED FILL BELOW FOUNDATIONS 98 -3 TO +3% FOR SAND AND GRAVEL SOILS <3% FOR CLAY SOILS ENGINEERED FILL BELOW FLOOR SLABS 98 -3 TO +3% FOR SAND AND GRAVEL SOILS <3% FOR CLAY SOILS ENGINEERED FILL PLACED AS PAVEMENT 100 FOR SAND AND GRAVEL -3 TO +3% FOR SAND AND GRAVEL SOILS AGGREGATE BASE (CLAY NOT ACCEPTABLE) ENGINEERED FILL PLACED MORE THAN 3 FEET 95 -3 TO +3% FOR SAND AND GRAVEL SOILS BELOW PAVEMENT AGGREGATE BASE <3% FOR CLAY SOILS ENGINEERED FILL PLACED IN UPPER 3 FEET 100 -3 TO +3% FOR SAND AND GRAVEL SOILS BELOW PAVEMENT AGGREGATE BASE <3% FOR CLAY SOILS 6. SIDEWALLS SHALL BE RETAINED BENCHED OR SLOPED TO PROVIDE SAFE WORKING CONDITIONS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSESSING THE STABILITY OF AND EXECUTING PROJECT EXCAVATIONS USING SAFE METHODS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR NAMING THE "COMPETENT INDIVIDUAL" AS PER SUBPART P OF 29 CFR 1926.6 (FEDERAL REGISTER - OSHA). 7. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SOIL, UTILITY AND BUILDING RETENTION SYSTEMS. ` 8. PAVEMENT: SEE DETAILS SHEET C-501 FOR BITUMINOUS AND CONCRETE PAVEMENT SECTION. 9. CONCRETE MIX NO.3F52 (MNDOT 2461) SHALL BE USED FOR HAND PLACED FORMED CURB AND GUTTER, MEDIANS, DRIVEWAYS, CROSS GUTTERS, SIDEWALKS, PEDESTRIAN RAMPS AND MEDIANS. CONCRETE MIX NO.3F32, MNDOT SPECIFICATION 2461) SHALL BE USED FOR AN EXTRUSION MACHINE PLACEMENT OF CONCRETE. IN THE PRODUCTION OF CONCRETE, AN AIR ENTRAINING AGENT SHALL BE ADDED TO THE MIX ACCORDING TO MNDOT 2461.4. 10. FORM COATING MATERIAL SHALL MEET MNDOT 3902. 11. CONCRETE INSTALLATION SHALL CONFORM WITH MNDOT 2531. 12. SITE CONCRETE FINISHING - CONCRETE SHALL BE STRUCK TRUE TO CROSS SECTION AS SHOWN ON THE PLANS. NO ADDITIONAL WATER MAY BE ADDED TO AID IN THE FINISHING PROCESS. A LIGHT BROOM FINISH WILL BE REQUIRED AT RIGHT ANGLES TO THE CENTER LINE ON ALL CONCRETE WORK UNLESS DIRECTED OTHERWISE. ALL EXPOSED EDGES AND JOINTS IN CURB,GUTTER, SIDEWALK AND STEPS SHALL BE ROUNDED WITH A SUITABLE EDGING TOOL. BEFORE FINAL FINISHING, THE CONTRACTOR SHALL CHECK THE CONCRETE WITH A TEN (10) FOOT STEEL STRAIGHT EDGE TO ENSURE THERE IS NO VARIATION GREATER THAN 3/16"FROM THE STRAIGHT EDGE ON TANGENT LINES OR GRADES. IF DEVIATIONS GREATER THAN 3/16" ARE FOUND THE WORK WILL BE CONSIDERED AS UNACCEPTABLE AND WILL BE REQUIRED TO BE REMOVED AND REPLACED AT NO EXPENSE TO THE OWNER. 13. CONCRETE CURING SHALL BE PERFORMED BY APPLYING A MEMBRANE CURING COMPOUND (TYPE 2, WHITE PIGMENTED, MNDOT 3754) TO THE EXPOSED SURFACE OF THE CONCRETE WITHIN ONE (1)HOUR AFTER FINISHING THE CONCRETE SURFACES. WHEN THE FORMS ARE REMOVED IN LESS THAN 72 HOURS AFTER PLACING THE CONCRETE, THE CURING COMPOUND SHALL BE APPLIED IMMEDIATELY TO THE EXPOSED SURFACES. THE RATE OF APPLICATION OF CURING COMPOUND SHALL BE 150 SQUARE FEET PER GALLON. THE COMPOUND SHALL APPEAR AS WHITE AS A SHEET OF PAPER AFTER APPLICATION ON THE CONCRETE SURFACE. 14. PREFORMED EXPANSION JOINTS SHALL MEET MNDOT 3702, AND SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: AT THE BEGINNING AND END OF ALL CURB AND GUTTER RADII. WHERE NEW CONCRETE SURROUNDS, ADJOINS, OR ABUTS ANY EXISTING FIXED OBJECTS SUCH AS FIRE HYDRANTS, BUILDING FOUNDATIONS, CONCRETE DRIVEWAYS, SIDEWALKS, AND OTHER RIGID STRUCTURES. AFTER EACH LOAD OF CONCRETE WHEN PLACING CURB AND EVERY 100 FEET WHEN PLACING SIDEWALK. CONTRACTION JOINTS WILL NOT BE SEALED BUT WILL BE REQUIRED AT A SPACING OF 10 FEET ON CURB AND GUTTER AND ON SIDEWALK CONSTRUCTION AS SHOWN ON THE PLAN. CONTRACTION JOINTS WILL BE CUT TO A DEPTH 1/3 THE THICKNESS OF THE CONCRETE, SURFACE AND BACK OF ALL CURBS. CONTRACTION JOINTS SHALL BE PLACED SO THAT NO SLAB IS LARGER THAN 100 SQUARE FEET IN AREA. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING CONTRACTION JOINTS THAT PREVENT CONCRETE FROM CRACKING AT OTHER LOCATIONS. 15. CONCRETE TESTING INCLUDING SLUMP, AIR ENTRAINMENT, TEMPERATURE AND COMPRESSIVE STRENGTH SHALL BE PERFORMED ON THE FIRST LOAD OF THE DAY FOR ALL CONCRETE POURS OF AT LEAST 4 CUBIC YARDS. AN ADDITIONAL TEST SHALL BE PERFORMED FOR EACH 100 CUBIC YARDS OR PORTION THEREOF. WLVL wL co M C x vv \ \\ \ X I rCt) k930� v �� �� C c X933.2 L4 \� \ W 1 ENLARGED � C-202 GRADING PLAN \\\ J \\ NPDES AREA SUMMARY ' 9'' X \ J EXISTING PROPOSED IMPERVIOUS BUILDING PAVEMENT TOTAL IMPV 0 ACRES 0 ACRES 0.436 ACRES 2.352 ACRES 0 ACRES 2.788 ACRES PERVIOUS 4.126 ACRES 1.338 ACRES TOTAL 4.126 ACRES 1 4.126 ACRES \ 9 1. \ y � I � \ Qe X h ro \J r W / x N r?yS I I � 1 I I 1 1 I I I I I I I I I I I I I xl x I I o` 2 v N n!` to `� W I i I _ I rt19? 9?y 9 28� a Know what's below. Call before you dig. ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER �- HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE OAK STREET 30 SCALE IN FEET D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the state,Q y�l A. ONS, G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET GRADING PLAN C-201 PROJECT NO. ARC19010 \\ •0 co \ / ENLARGED GRADING PLAN ill =20' If CA 0 w \ 1 X CD Ca / ~ 0 W� m x v_ i � i co C,4 cal 41 w O J X x Gq RDE P N x `� X b4 x w LC C a Know what's below. Call before you dig. 20 60 SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW of/v/2o2o ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the stateyQf x A. `O('A ONS, G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET ENLAGED GRADING PLAN C-202 PROJECT NO. ARC19010 Project Name / Location Project Name Cattle House Restaurant Project Address XXX US Highway 61, Hugo, MN 55441 Property ID Latitude / Longitude 45.161685,-92.992219 Project Type Commercial Site Redevelopment Contacts Owner Contractor (Operator) Preparer Tony Harmening TBD Steve Johnston, PE Cattle House LLC Elan Design Lab, Inc. 18100 Forest Blvd 901 N 3rd St. Forest Lake MN 55025 Suite 120 Minneapolis, MN 55401 218-349-4673 612-260-7982 fancyfarmerorganics@gmail.com sjohnston@elanlab.com SWPPP Design Certification Expires 2020 General SWPPP Responsibilities The Contractor (Operator) shall provide a knowledgeable and experienced person(s) to oversee the implementation of the SWPPP and the installation. Inspection and maintenance of the erosion and sediment control BMP's before and during construction. Training must be in conformance with the NPDES Construction Permit requirements. Training documentation must kept on -site with the SWPPP and the trained person must be available on -site within 72 hours. Both the Owner and Contractor (Operator) shall be responsible for the proper termination and/or transfer of the permit. The owner will be responsible for the long term operation and maintenance of the permanent storm water management system(s). Unless specifically stated the engineer shall have no responsibility for any SWPPP activities during or after construction. Project Description The 4.237 acre project site is located on the east side of US Highway 61 at 1461h Street North. The site is directly adjacent to Egg Lake. The site has been cleared of all buildings as a precursor for redevelopment. Prior to clearing the site approximately 44% was covered with impervious surfaces. The proposed development includes a 5,000 square feet (sf) restaurant, 3,870 sf event center and three retail buildings totaling 10,100 sf, along with associated parking and other site amenities. This report only addresses the first 2 phases of the development which includes the restaurant, event center and Spgsoximately 60 stalls. The stormwater solution for the first phase will be utilized for the future phases. Topsoil over apparent undocumented fill soils were encountered extending to depths ranging from approximately 2.0 to 9.0 feet below the existing ground surface. The soils encountered beneath the undocumented fill soils generally consisted of poorly graded sand (SP), poorly graded sand with silt (SP- SM), and silty sand (SM) soils. The undocumented fill soils encountered in the soil borings are not considered suitable for direct support of the foundations and slabs. Receiving Waters The site is adjacent to Egg Lake Project Plans The following plan sheets are hereby incorporated into this SWPPP Sheet Number Description Date C-201 Grading Plan 01-17-2020 C-204 Erosion Control Plan 01-17-2020 Stormwater Related Reviews and Permits Agency Type of Permit or Review Status City of Hugo PUD, Platting, Stormwater Management, Pending Erosion and Sediment Control, Grading Permit, Building Permits MPCA Construction Stormwater To be acquired by contractor. Stormwater Management System Overview See Stormwater Management Plan incorporated herein by reference for details on system design, flow rates and volumes and system capacities. In general to achieve rate and volume control it is proposed to construct the entire parking lot utilizing porous bituminous pavement. The grading plan shows a typical grade of 0.5% on the pavement which will facilitate 100% infiltration of rainfall events up to the 10 year 24 hour storm and surface overflow for the 100 year event. The portion of the building with a flat roof will drain via an internal drain system and discharge onto turfed areas on the north and east sides of the building. See Operations and Maintenance Manual for post construction system maintenance requirements. Erosion Prevention, Measures - General The Contractor (Operator) is responsible for all erosion prevention measures for the project including but are not limited to the following: 1. The Contractor (Operator) shall plan and implement appropriate construction practice and construction phasing to minimize erosion and retain vegetation whenever possible 2. All areas not to be disturbed shall be delineated with flags, stakes, signs, or other means necessary to protect these areas before construction begins on the site. 3. All drainage ditches and/or swales shall have temporary or permanent stabilization within 24 hours of connecting to a surface water or 24 hours after construction activity in the ditch/swale has temporarily or permanently ceased. 4. All pipe outlets shall have temporary or permanent energy dissipation within 24 hours of connecting to a surface water. 5. All exposed soils shall be stabilized as soon as possible to limit soil erosion. In no case shall un- worked areas, including stock piles, have exposed soils for more than 14 days without providing temporary or permanent stabilization. (7 days for projects with a receiving water that is impaired or special) Sediment Control Measures and Timing - General The Operator (Contractor) is responsible for all sediment control measures for the project. Sediment control measures include but are not limited to the following: 1. Sediment control measures shall be established on all down gradient perimeters before any up - gradient land disturbing activities begin. These measures shall remain in place until final stabilization has been established. 2. On slopes with 3:1 or steeper grades there shall be no unbroken slope length greater than 75 feet. 3. All storm drain inlets and culvert inlets shall be protected by an appropriate BMP during construction until all sources with potential for discharging to the inlet has been stabilized. Inlet and culvert protection shall conform to the MnDOT Specifications 2573 and 3891. 4. Stock piles shall be provided with an effective sediment perimeter control and shall not be placed in any type of surface water or drainageway. 5. Vehicle tracking shall be minimized with effective BMP's. Where the BMP's fail to prevent sediment from tracking onto streets the Contractor shall conduct street sweeping to remove all tracked sediment. 6. The Operator is responsible for identifying the need for temporary sediment basins based on actual field conditions to protect downstream resources. Temporary sediment basins shall be constructed before up gradient vegetation is disturbed and maintained until the risk of damage to downstream resources is mitigated by other means. Dewatering and Basin Draining Activities - General The Operator is responsible for adhering to all dewatering and surface drainage regulations, including but not limited to the following: 1. Whenever possible water from dewatering activities shall discharge to a temporary and/or permanent sediment basin. 2. If water cannot be discharged to a sedimentation basin, it shall be treated with other appropriate BMP's, to effectively remove sediment. 3. All discharge points shall be protected from erosion and scour. 4. Discharge water shall be dispersed over an effective energy dissipation measure. 5. All water from dewatering shall be discharged in a manner that does not cause nuisance conditions, erosion, or inundation of wetlands. Water shall not be discharged to adjacent residential properties. It must be discharged to the public street. Final Stabilization -, General The Operator is responsible for ensuring final stabilization of the site, including but is not limited to the following: 1. All soil disturbing activities have been completed. 2. All exposed soils have been uniformly stabilized. 3. All drainage ditches, ponds and all storm water conveyance systems have been cleared of sediment and stabilized to preclude erosion. The contractor will remain responsible for establishment of at least 80% perennial vegetation coverage and the removal of temporary BMP's. Temporary Sediment Basin During construction the contractor shall excavate and maintain temporary sediment basins as needed to prevent sediment from reaching the storm drainage system, permanent filtration areas, wetlands and other environmentally sensitive areas or impeding access to the site by tenants. Construction Sequencing Contractor shall comply with the following sequence. The Contractor may make adjustments to the sequence if needed) to address their means and methods and unanticipated field conditions. Note: this section is subject to revision after construction sequencing is determined. 1. Install inlet protection in downstream structures. 2. Install perimeter silt fence and other barriers at a minimum as indicated on the plan. The contractor is responsible for any additional sediment control that is needed to prevent sediment from leaving the site. 3. Install rock construction entrance. Move as needed during construction. 4. Do not strip topsoil in parking areas. Limit construction traffic within the parking lots to the extent practical. 5. Perform earthwork for building, install utilities. 6. Construct building. 7. Restrict access to the site during parking lots construction. 8. Strip and salvage topsoil from parking lots. Perform excavation and embankment necessary to bring parking lots to subgrade elevation. Remove any non -granular soils encountered. 9. Scarify and recompact subgrade to a depth of 12". 10. Perform double ring infiltrometer tests on subgrade at the minimum rate of 1 per 5,000 square feet. The minimum acceptable infiltration rate is 0.3 inches per hour. 11. Install curbs, sidewalks, aggregate base and pavement. 12. Install permanent landscaping. Do not store any landscape materials on pavement surface. 13. Remove sediment barriers as building construction and permanent landscaping is completed. 14. Vacuum pavement surface when all construction except striping has occurred. 15. Stripe parkiing lot 16. Monitor vegetation and reinstall as needed until fully established. 17. File NPDES Notice of Termination ("NOT") with MPCA within 30 days of final stabilization. Inspection and maintenance All inspections, maintenance, repairs, replacements and removal are to be considered incidental to the BMP bid items. The Contractor (Operator) is responsible for completing required inspections maintenance and observation of weather conditions and rainfall amounts to ensure compliance with the permit requirements. The Contractor (Operator) shall observe the construction site once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. The Contractor (Operator) shall keep a summary maintenance/construction observation report to be recorded after each site visit/observation. The Contractor (Operator) shall submit a copy of the written inspections monthly to the Owner. Records shall include the following: 1. Date and time of inspections 2. Name of person conducting inspection 3. Findings and recommendations for corrective actions if necessary 4. Corrective actions taken 5. Date and arnount of rainfalls greater than 0.5 inches in 24 hours 6. Mention of any changes made to the SWPPP 7. A site map indicating active construction areas and land disturbing activities. The Contractor (Operator) must keep the SWPPP, all inspection reports and amendments onsite. The Contractor (Operator) shall designate a specific location to keep the records whenever construction activity is in progress. All erosion prevention and sedimentation control BMP's must be inspected to ensure integrity and effectiveness. All nonfunctional BMP's must be repaired, replaced or supplemented with functional BMP's. The Contractor (Operator) must investigate and comply with the following inspection and maintenance requirements: 1. All sediment barriers including silt fence, bio-logs, and similar devices must be repaired replaced or supplemented when they become nonfunctional or the sediment reaches 1/3 of the barrier height. These repairs shall be made within 24 hours of discovery. 2. Temporary and permanent sediment basins must be drained and the sediment removed when the depth of sediment collected in the basin reaches 1/2 the storage volume. Drainage and removal must be completed within 72 hours of discovery. 3. Surface waters, including drainage ditches and conveyance systems, must be inspected for 41f1 fi��dLt��?41�Liinr�lR�btfafi @`�it��,ibt drainage systems. The Operator shall re -stabilize the areas where sediment removal results in exposed soil. Removal and stabilization must take place within 7 days of discovery, unless precluded by legal, regulatory or physical constraints. The Contractor (Operator) is responsible for contacting all local, regional, state and federal authorities and receiving any applicable permits, prior to conducting any work. 4. Construction site vehicle exit locations shall be inspected daily for evidence of off -site sediment tracking onto paved surfaces. Tracked sediment must be removed from all paved surfaces within 24 hours of discovery. 5. The Contractor (Operator) is responsible for the operation and maintenance of temporary and permanent water quality BMP's. As well as erosion and sediment control BMP's for the duration of the construction work at the site. 6. If sediment; escapes the construction site, all off -site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize off -site impacts. 7. All filtration areas must be inspected to ensure that no sediment from ongoing construction activities is reaching the filtration areas and these areas are protected from compaction due to construction equipment driving across the filtration area. 8. The Contractor is solely responsible for all costs associated with reconstructing the rain garden when the functionality is compromised by the contractor's actions or inaction to protect the basin. Pollution Prevention Management Measures The Contractor (Operator) shall be responsible for all pollution prevention management measures. The Contractor (Operator) is responsible for informing all visitors and/or personnel on -site of the pollution prevention management measures. All pollution prevention management measures are to be considered incidental to the overall project bid, unless otherwise noted. Pollution prevention management measures include but are not limited to the following: 1. The Contractor (Operator) is responsible for the proper disposal, in compliance with MPCA disposal requirements, of all solid or liquid waste and hazardous materials on -site. 2. Concrete trucks shall not be allowed to wash out or discharge surplus concrete or drum wash water on -site, unless done in an engineered leak -proof containment system. The engineered system provided by the Contractor (Operator) must include site drawings for the project file and written assurance that the system will work as designed and leave no discharge of concrete or concrete residue potential to waters of the state during a minimum of a 100-year storm event. A sign must be installed adjacent to each washout system to inform concrete equipment Operators to utilize the proper facilities. The concrete washout containment system and all related items shall be considered incidental to the project bid. 3. All nonhazardous waste materials shall be collected and stored in a securely lidded metal dumpster or other approved containment method at the end of each day. Any alternative to a metal dumpster must be submitted in writing for approval by the project engineer. The dumpster shall be emptied as necessary to function as intended for debris collection. No construction garbage or waste material shall be buried on -site. 4. A licensed sanitary waste management Contractor shall collect all sanitary waste from the portable units at a rate necessary to maintain designed function. 5. All fertilizers shall be stored in a covered shelter. Partially used bags shall be transferred to a sealable bin to reduce the chance of spillage. 6. External washing of trucks and other construction vehicles and engine degreasing are prohibited at the construction site. All vehicles on -site shall be monitored for leaks and receive regular prevention maintenance to reduce the chance of leakage. Petroleum products shall be stored in tightly sealed containers. Which are clearly labeled. Spill kits shall be included with all fueling sources and maintenance activities. Secondary containment measures shall be installed and maintained by the Operator. 7. Any asphalt substances used on -site shall be applied in accordance with manufacturer's recommendations. 8. All paint containers and curing compounds shall be tightly sealed and stored when not required for use. Excess paint and/or curing compounds shall not be discharged into the storm sewer system and shall be properly disposed of according to manufacturer's instruction. 9. Materials and equipment necessary for spill clean-up shall be kept in an enclosed trailer or shed on -site. Equipment shall include. But not limited to, brooms, mops, dust pans, rags, gloves, goggles, absorbent (kitty litter) oil absorbent booms and diapers and buckets. 10. All spills shall be contained and cleaned up immediately upon discovery. Spills large enough to reach the storm water conveyance system shall be reported to the Minnesota duty officer at 1- 800-422-0798. Quantities Practice Detail / Spec. Unit Quantity Silt Fence 1/C-503 LF 1,520 Rock Construction Entrance 4/C-503 Each 1 Storm Structure Protection 2/C-503 Each 3 Sod & Landscaping MnDot 3878 SY 2,390 Rip Rap MnDot CL1 SY 410 Stabilization .Seeding MnDot 22-112 sy 1,465 Mesic Prairie Seeding MnDot 35-241 SY 395 Fiber Blanket: 3/C-503 SY 330 Post Construction Operation and Maintenance Maintenance of the storm water management facilities will be the responsibility of the Owner and will be subject to an agreement with the City of Hugo. The agreement will include the following items. 1. Pavement shall be vacuumed twice per year after spring melt and autumn leaf fall. 2. Grass clipping shall not be blown on to pavement surface. 3. Sediment and trash accumulation shall be inspected on regular basis and removed when facility is impacted). 4. Debris must be disposed in a licensed landfill. 5. Noxious weeds shall be removed from the site on an annual basis before they go to seed. Amendments to the SWPPP The SWPPP will be amended as needed and/or as required by provisions of the permit. Amendments will be approved by both the Owner and Contractor (Operator) and will be attached to the SWPPP as an additional sheet. The SWPPP and amendments will be kept on site by the Contractor (Operator) whenever construction activity is in progress. ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW of/v/2o2o ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey.Qi�ll A. `OA` ONS� C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET C-203 PROJECT NO. ARC19010 1 WAS S-//N CO U - -- N T - _ _ - /ONq � -- S HICHW --_ q/LROq 4 CONSTRUCTION n' - - C-503 ENTRANCE � ` 0. 61 �- �' �- D q � H - � 1TY 77 --_- -----------_-- �� INLET PROTECTION - -� (TYP) INLET PROTECTION 2 ----� (TYP) C-503 - - - - - -----__ I _ - z� I _ F7 / - - - - _ \ r v EROSION CONTROL PLAN ill =30' V LEGEND —�ff/ ---------- SILT FENCE - INSTALL BEFORE START OF CONSTRUCTION — ---- — HEAVY DUTY SILT FENCE - INSTALL BEFORE START OF CONSTRUCTION ` STORM STRUCTURE PROTECTION SOD & LANDSCAPE PLANTING SEE SHEET L-101 MNDOT MIXTURE 22-112 BROADCAST SEEDING SEEDING RATE PLS 40 LBS/AC. MNDOT MIXTURE 35-241 MESIC PRAIRIE GENERAL BROADCAST SEEDING SEEDING RATE PLS 36.5 LBS/AC. 6" MNDOT CLASS I RIPRAP OVER GEOTEXTILE FABRIC EROSION CONTROL BLANKET - BIONET C125BN OR SC150 ALL DISTURBED AREAS WITH LESS THAN 4:1 SLOPE THAT ARE NOT STABILIZED BY SOME OTHER METHOD SHALL BE STABLIZED WITH PROMATRIX ENGINEERED FIBER MATRIX COMPLETE RESTORATION WITHIN 7 DAYS OF GRADING COMPLETION. EGG LAKE OHW=926.62(NAVD88) SILT FENCE (TYP) INLET PROTECTION �- (TYP) _ i i i ��� vJ \ \ 1 o LWL \ WL Vk DOUBLE ROW HEAVY DUTY SILT FENCE (TYP) EROSION CONTROL BLANKET 3 (TYP) ` C-503 SILT FENCE (TYP) G) .. I\ I \ I A \ CI 134 ■ ZZ 2l SILT FENCE \ (TYP) �o W� 0] a Know what's below. Call before you dig. OAK STREET 30 50 SCALE IN FE T ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.elanlab.com f 612.260.7990 C E R T I FICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey�l A. ONS, G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET EROSION CONTROL PLAN C-204 PROJECT NO. ARC19010 EX. STMH EX. CB RIM-934.8 RIM-934.1 INV-929.7(E) NV=929.6 INV=929.6(N) g SUMP=929.4 EX. CB RIM=934.3 NV=929.9 CD z o ' Z) CD co W CONNECT TO EXISTING 8" CIP WATERMAIN WITH 8" X 6" TAPPING SLEEVE AND VALVE / VE WASH /�CTO 1V 41o�T �NCT pN ���� � COUNTY � �o 4 RECTO 7 CONNECT TO EXIST. C-504 MH WITH INSIDE DROP US H/C AL RA/L INV.925.35 HWAY N ROA p A p' 6 � UT HpRI EX. CB 7 RIM=933.5 ===-1N�V- 929.2 6�PVC@�2% MIN )UT YP) LINV 927.1 3 INV 929.1 RETAIL i 3 FFE 935.1 6"X6"TEE6" U&FDC GATE VALVE 3 HYDRANT ' 3 6" 45° BENDS (2) g 3 FDC 7 CONNIJCT TO EXIST. MH C-504 W/ INSI�E DROP INV. 927.45 RETAIL ADJUS RIM ELEV 935.0 3 1 FFE 936.5 / INV 928.5 Err PVC o / M/N I - WL = _31 _ WL / WG � `\ W` \ WL WL 4, / \ i UTILITY PLAN ill =30' NOTE: ALL EXISTING UTILITY EASEMENTS TO BE VACATED AND REPLACED WITH PLATED EASEMENTS CENTERED ON EXISTING PIPES. CONNECT TO EXISTING 8" CIP WATERMAIN WITH 8" X 4" 5 TAPPING SLEEVE AND VALVE CLEAN OUT C-504 (TYP) _ - - -X. RIM=932.8 � INV=928.6 EX. CB RIM=932.3 INV=928.1 EX. CB i � RIM_ 9COU32 1 _- INV -__ w=-=Wv - - - _ INV 926.6 w= C - _ou TN H INV928.6 '-_ W=-C C =ou - RETAIL , 8' EIN FFE 934.6 FDC \ 1v< \ WL 1 EGG LAKE OHW=926.62(NAVD88) UTILITY NOTES WL ADJUST RIM TO 933.7 CONNECT TO EXISTING 8" CIP WATERMAIN WITH 8" X 6" TAPPING SLEEVE AND VALVE GATE VALVE 4 (TYP) C-504 HYDRANT (TYP) (.3 504 CONNECT TO EXISTING 8" PVC SAN SEWER W/ 8" X 6" CUT -IN WYE INV 921.4 INSTALL 4.4' VERT. RISER \\ O�Q \o RESTAURANT FDC �►QJG@ FFE 935.0 INV 927.0 I 6"X6"TEE 6" - 45° BEND o� �l 2 PIPE BEDDING C-504 (TYP) �a w� m ADJUST RIM TO MATCH GRADE. PLUG SOUTH INLET F__ �= o � J Im SERVICE C 504 CONNECT (TYP) CARDEN HMH_ C �\, INV=920.9 -� \ q FUTURE EVENT a� CENTER LWL ------\ WL \ * CDx U) N. \ \ 1. VERIFY ALL CONNECTIONS TO EXISTING UTILITY SERVICES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED AND FORWARDED TO THE ENGINEER. \ \ 2. CONTRACTOR TO PROVIDE ADEQUATE MEANS AND METHODS TO ASSURE ADJACENT PROPERTY IS NOT DAMAGED \\ \ DURING UTILITY INSTALLATION. \ \ 3. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4. UTILITY SERVICE LOCATIONS WITHIN BUILDING ARE SHOWN CORRECT AS OF THE DATE OF THIS PLAN. THE CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARING THIS PLAN WITH THE MECHANICAL PLANS PRIOR TO ANY A,UTILITY CONSTRUCTION. \ \ \ 5. PIPE MATERIALS: (TO BE VERIFIED) / \ WATERMAIN 6" DIP \ SANITARY SEWER PVC (SCH 40) r \ 6. ALL UTILITY CONSTRUCTION TO CONFORM WITH STATE, CITY ENGINEER'S ASSOCIATION OF MINNESOTA (CEAM), ` EX. SMH 1 RIM=933.8 MINNESOTA PLUMBING CODE AND CITY OF HUGO STANDARD SPECIFICATIONS. INV-919.0(N/W) � 7. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES WHERE DISTURBED. COMPLY WITH ALL � INV918.8(SW), REQUIREMENTS OF UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 8. PROVIDE A MINIMUM 7.5' TO A MAXIMUM OF 10' OF COVER OVER ALL NEW WATERMAIN. 9. UTILITY AND MECHANICAL CONTRACTORS MUST COORDINATE THE INSTALLATION OF ALL WATER AND SEWER PIPES INTO THE BUILDING TO ACCOMMODATE CITY INSPECTION AND TESTING. 10. ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT MUST UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. THE USE OF UNLINED OR UNCOATED PIPE IS NOT ALLOWED. Know what's below. Call before you dig. OAK STREET 30 CC] SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW of/v/2o2o ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey.Qi�ll A. `pA` N �v�j ONS� C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET UTILITY PLAN C-301 PROJECT NO. ARC19010 1 /2"R t� �1 6 <4 3"R SLOPE 314" 1 /2"R PER FT. ° d d ° d 12" B612 CURB & GUTTER CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP AT 10' MAX SPACING. TOP BIT. MAT � 6"R 3/8" 4" d SLOPE 3/4" PER FT. 3;1 d d p p 1/2aR d ° d d ° 3„ Rd p f� p d p d d 12" J 14" D412 CURB & GUTTER SIGN FACE AT PARKING STALL SYMBOL 6"X6" ALL BARS TO BE 0.25" HIGH BY 8" WIDE PARKING AT ACCESS AISLE VEHICLE ID \ REQUIRED ACCESS AISLE UP TO $200 FINE \ FOR VIOLATION \ NO PARKING \ VAN ACCESSIBLE WHERE APPLICABLE \ 60" FROM PARKING SURFACE TO BOTTOM OF SIGNAGE � N M d °d NO SCALE NO SCALE NOTE: SIGNAGE SHALL MEET THE REQUIREMENT OF MN MUTCD R7-8n AND R7-8P ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP AT TOP AND BOTTOM OF SIGN) 2"X2" ADJUSTABLE PERFORATED SIGN STOCK SET IN CONCRETE, CENTERED IN BOLLARD SEALANT FORM CONCRETE PYRAMID ON TOP 4X4 SQUARE STEEL PIPE BOLLARD CONCRETE FILLED, PAINTED TO MATCH ARCHITECTURAL TRIM COLOR PITCH, SMOOTH CONCRETE FINISH FINISHED GRADE d p — ° - d p ° d d p - d — d d p — c - p 20" DIA FOOTING HANDICAP ACCESSIBLE PARKING SIGN 12" 12" p d ° RIBBON CURB NO SCALE CONTROL JOINTS SHALL EXTEND TO BOTH THE FRONT AND BACKS OF THE CURB AND BE 2" DEEP AT 10' MAX SPACING. INTEGRAL VERTICAL CURB & WALK D JOINT 1VEMENT =CTION rarr i�aei Co of m� of U 6" AT CURB AND GUTTI 20" 26" FOR D412 Carr i�aei CURB OPENING CURB TRANSITION °G" rURB EXPANSION JOINT (BOTH SIDES) NO SCALE "ATCH GEOMETRY OF URB AND GUTTER CONCRETE CURB AND GUTTER NO SCALE \ `' f NO SCALE A � � DESIRED MINIMUM A � 3 8' OUTER LIMITS OF 3' 8" o CONCRETE WALK o 4' Orr X. 4' Or, 4' Orr X. 4' Or, MIN r— 4',0" -�-t MIN MIN 4'-0" MIN FRONT FACEF` 5 8 5 8" 5' 8" m 5' 8" —y { X OF CURB > > BACK OF Of W U U CURB 5 0 W �tr cov oQ 6 5 v � v 4 in ri` 1 ° ° 1 ;n M' a U) N 2' 0" 6" m 6' 3" (6" CURB) J �' t 2 0 4 LL 4' 2" (4" CURB) � 4' 0" MIN. C'� 4 6' 3" (6" CURB) 6' 3" (6" CURB) 4' 0" 6' 3" (6" CURB) VAR. WIDTH CURB 4' 2" (4" CURB) 4' 2" (4" CURB) MIN 4' 2" (4" CURB) A A _.__I 5' (02`7 PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP Zr CURB OR 5' 4" (6" CURB) X=4' 0" DESIREABLE 16 CURB & � �'� 3" 4" (4" CURB) DOME SECTION GUTTER r------------ :... 1 5rr 2 3,r DOME 0.02 FT/FT MAX. 2 s e (TYP.) �'.. If (TYP.) 1 0.08 FT/FT OR FLATTER O 00 0 0 0 0 0 0 0 000 000000 2-0" SECTION A -A 00000000 �.. �.. 0000000000 So MIN. ROUND ALL is'(TYP.) 0000000000 a - IF THE PATH OF TRAVEL'X' IS 4FT, OR GREATER, USE11 SLOS 0.10 TO 0.08 FT./FT. SLOPE FOR THE FLARED SIDE. T -8" MIN.- INTERSECTIONIF'X' IS LESS THAN 4 FT, THEN THE FLARED SIDE SLOPE DOME SPACING MUST NOT EXCEED 0.08 FT./FT.. 15, '(6" CURB & 0.08 FT/FT SLOPE) 60" (6" CURB & 0.08 FT/FT SLOPE) 4'2" 4'2rr (4" CURB & 0.08 FT/FT SLOPE) (4" CURB & 0.08 FT/FT SLOPE) NOTES: ELEVATION OF RAMP TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ALL STATE AND LOCAL AGENCIES ARE REQUIRED TO COMPLY WITH THIS STANDARD DETAIL PLATE. THE CURB AND CURB TRANSITION ON THE RAMP WILL BE PAID FOR AS LINEAR FEET OF CONCRETE CURB OR CONCRETE CURB AND GUTTER. THE RAMP AREA WILL BE PAID FOR AS CONCRETE WALK EXCLUDING THE TRUNCATED DOME AREA WHICH WILL BE PAID FOR AS TRUNCATED DOMES BY THE SQUARE FOOT. BIKE TRAILS SHALL HAVE TRUNCATED DOMES ACROSS THE ENTIRE WIDTH OF TRAIL WHEN THE TRAIL CROSSES A ROAD. DOMES ARE NOT TO BE USED ON SIDEWALKS OR TRAILS WHEN CROSSING ALLEYS OR DRIVEWAYS. (D 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2 WHEN POSSIBLE, PROVIDE: A CLEAR PATH OF TRAVEL 4' 0" WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. NO SIGNALS, SIGNS, CABINETS, OR OTHER OBSTRUCTIONS ARE ALLOWED IN THE RAMP OR PATH OF TRAVEL. 30 WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. ® PLACE THE DETECTABLE WARNINGS (TRUNCATED DOMES) AT THE BACK OF CURB. WHEN THE DETECTABLE WARNING SYSTEM IS A PRECAST MATERIAL, THE CURB SHALL BE HAND FORMED TO FILL THE GAP. Q ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (3' 0" OR 4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY TO" OR 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A LIGHT COLOR (GRAY TYPICALLY) WHEN THE ADJACENT SIDE -WALK IS DARK COLOR. TRUNCATED DOMES SHALL BE CAST IRON POWDER COATED A DARK COLOR (RED TYPICALLY) WHEN THE ADJACENT SIDEWALK IS A LIGHT GRAY CEMENT COLOR. © 60" MIN. FOR NEW CONSRUCTION. TO" ALLOWED TO STAY IN PLACE FOR RETROFIT PROJECTS. IN SITUATIONS WHERE THE CURB CUT WIDTH EXCEEDS 4' 0", THE DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH. Special Details C('TY OF, PEDESTRIAN Date: 04-01-15 Go CURB RAMP HU-STR-3 Revised: { 01-20-17 k ST.: `190F PEDESTRIAN CURB RAMP NOTES: 1. ALL CONCRETE MATCH POINTS SHALL BE SAW CUT AND HAVE EXPANSION PAD UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER 2. ALL CONCRETE SHALL HAVE A SLUMP OF 3" OR LESS, A 7-DAY STRENGTH OF AT LEAST 2,000 PSI AND A 28 DAY COMPRESSIVE STRENGTH OF 3,900 PSI 3. ALL BITUMINOUS MATCH POINTS SHALL BE SAW CUT OR MILLED AND TACKED PRIOR TO PATCHING. ON ROADS WERE BITUMINOUS IS 3" THICK OR GREATER THE TOP 1.5" SHALL BE MILLED A MINIMUM OF 18" BEYOND THE SAW CUT AS A MATCH POINT. 4. GRAVEL AND BITUMINOUS, IN ROADWAY AREA SHALL BE REPAIRED TO A LIKE NEW CONDITION MATCHING EXISTING THICKNESS. 5. BITUMINOUS PATCH WORK DONE PRIOR TO JUNE 1ST AND AFTER SEPTEMBER 30TH SHALL BE HEATED WITH A RADIANT HEATER TO SEAL THE EDGES. 6. ALL DRIVEWAYS WITH A GRADER GREATER THEN 10% MUST OBTAIN CITY ENGINEER APPROVAL. 7. ALL DRIVEWAYS MUST MEET CITY CODE FOR LOT COVERAGE AREA. 8. NO DRIVEWAY SHALL BE WITHIN 40' OF A STREET END RADIUS UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE CITY ENGINEER. 9. WHERE SIDEWALKS / TRAILS EXISTS OR ARE PROPOSED, THE DRIVEWAY SHALL EXTEND THROUGH THE SIDEWALK / TRAIL AREA WITH PEDESTRIAN CURB OPENINGS PLACED (SEE STANDARD PLATE NO. HU-STR-4). A MAXIMUM 2% CROSS SLOPE ON SIDEWALK / TRAIL AREAS CROSSING THROUGH DRIVEWAYS. 10. CONTRACTOR TO CALL CITY ENGINEERING DEPARTMENT (651) 762-6316 PRIOR TO CONSTRUCTION. FELT EXPANSION PAD 18" MIN. CONCRETE CURB & GUTTER I� 2' MIN. �I CURB RADIUS 25' BACK OF CURB TYPICAL FELT EXPANSION / I PAD MAINTAIN GUTTER WITH 3/4" LIP ALONG WIDTH OF DRIVEWAY OPENING. SAW CUT EXISTING BITUMINOUS MILLED AREA 24" MIN J RADIANT HEAT PATCH AREA ON ALL PATCHES PLACED PRIOR TO JUNE 1ST OR AFTER SEPTEMBER 30TH 6" CONCRETE PAVEMENT (3F52A) VARIES pRIVEWAY SLOPE CROSS SLOPE WHEN SIDEWALK / TRAIL CROSSES DRIVEWAY Y4" PER FOOT �'. . 3/4" LIP .'%. e . -'-' :.,. 6" CLASS 5 OR STREET PATCH 2' BY LENGTH OF CURBING SALVAGED/RECYCLED REMOVED AND REPLACED (MATCH EXISTING MATERIAL MEETING CLASS 5 THICKNESS) GRADATION (MnDOT 3138) �I- COMMERCIAL/MULTI FAMILY CONCRETE DRIVEWAY DETAIL 30% CONTRACTION JOINT SIDEWALK CROSSING ONLY SAWED OR PREFORMED Special Details Date: 04-01-15 Revised: HU—STR-813 04-11-19 COMMERCIAL CONCRETE DRIVEWAY ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 f 612.260.7990 www.elanlab.com C E R T I FICAT10N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statl A. N Cj `OA` �v ONS� G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-501 PROJECT NO. ARC19010 3.0" POROUS ASPHALTIC CONCRETE 1.0" CHOKER COURSE, WASHED NO.57 STONE PROPERTY LINE 0.5' 8' 0.5' CI OPP 11A" PFR F(1(1T TO r)PAIM �— 3" TYPE 9.5 WEAR COURSE MIX (2,B) (SPWEA240B) 6" CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED UNDER CLASS 5 AGGREGATE GEOTEXTILE FABRIC TO BE BIOBARRIER OR APPROVED EQUAL QUAL THE FINAL WEAR COARSE LIFT SHOULD BE PLACED UPON 90-95% COMPLETION OF ALL HOME CONSTRUCTION. BIKE PATH TYPICAL SECTION 0.5' 5' SLOPE 1/4" PER FOOT TO DRAIN PROPERTY LINE 0.5' *4" CONCRETE (3F52A) CLASS 5 OR SALVAGED/RECYCLED MATERIAL MEETING CLASS 5 GRADATION (MnDOT 3138) *NOTE: 6" THICK SIDEWALK IS REQUIRED THROUGH DRIVEWAY AREAS. SIDEWALK TYPICAL SECTION 8.0" CLEAN, WASHED CRUSHED STONE AGGREGATE, MNDOT CLASS A OR B COARSE AGGREGATE, MIN.80% CRUSHED MNDOT TYPE 2 GEOTEXTILE FABRIC COMPACTED SUBGRADE POROUS PAVEMENT SECTION NO SCALE TABLE 1: DOWEL SIZING CHART PAVEMENT THICKNESS (in) MAXIMUM DOWEL SPACING MINIMUM DOWEL LENGTH MINIMUM DOWEL DIAMETER LESS THAN 8 12" 16" 0.75" TABLE 2: JOINT SPACING CONCRETE PAVEMENT THICKNESS MAXIMUM JOINT SPACING 5" 10, JOINT SEALER CONTINUE REINFORCING TTHROUGH JOINT Illyd d p < F— a a d d a a° d d CONTRACTION JOINT MAX. CONTRACTION JOINT SPACING: SEE TABLE 2 Special Details CITY 0F= _ BIKE PATH AND Date: 04-01-15 0 SIDEWALK TYPICAL SECTIONS HU-STR-9 Revised: 04-11-19 JOINT SEALER SEE B5/C5.01 d � � a � N a SEE TABLE 1 DOWELED CONSTRUCTION JOINT USE WHERE CONCRETE PLACEMENT OPERATIONS STOP FOR MORE THAN 30 MINUTES, END FOR THE DAY, OR WHERE CAST AGAINST PREVIOUSLY PLACED OR EXISTING CONCRETE. BUILDING OR STRUCTURE JOINT SEALER JOINT FILLER CONCRETE PAVEMENT JOINT SOLATION JOINT USE AGAINST BUILDINGS OR OTHER STRUCTURES NU SCALL CONCRETE BIKE PATH & SIDEWALK SECTIONS NO SCALE CONTRACTION JOINT CONSTRUCTION JOINT Special Details C- [ -IF c� r- TYPICAL TRAIL Date: 04-01-15 SECTION Revised: HU-STR-10 01-20-17 / ISOLATION/EXPANSION JOINT TRAIL SECTION PAVEMENT PAVEMENT r_ W 3/4" r- -� PAVEMENT SURFACE SURFACE -i SURFACE o. p: o o p. 00 D: 0 p. 0o D: p.o D. 00 D JOINT SEALER a ° JOINT SEALER ° JOINT 41. o SEALER � oD. oD oD. oD oD. oD BACKER tx BACKER BACKER MATERIAL MATERIAL MATERIAL o °' p:o. D D:o. p, o o. p p. 0 o o. p. 0 0 A A A In,txo A JOINT BOTTOM INITIAL SAWCUT (1/8") BUTTED JOINT OR INSERTtx o 'o CRACK o o JOINT W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX)) tx D. A Do FILLER D = DEPTH OF SEALANT (1.0 TO 1.5W) o o T = 1/4 SLAB THICKNESS d NOTE: o. 1. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT 3/4" j SURFACE FOR EXTERIOR PAVEMENTS JOINT SEALANT NU SCALL NO SCALE 7" UNREINFORCED CONCRETE PAVEMENT 8" AGGREGATE BASE MNDOT 3138 CI-5) COMPACTED SUBGRADE CONCRETE PAVEMENT SECTION NO SCALE d ° 1 /4" R d a Y LLI a � U ad 0 M d c a W O c d ° ° a � LL a a TOOLED CONTROL JOINT SPACING: 5' WALK 5' C/C 6' WALK 6' C/C 1/2" JOINT SEALER N 4/4"R ° d ° ° C c d a C, LU ° ° ° d d U 0 CO a EXPANSION JOINT NON BITUMINOUS JOINT FILLER MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS. SIDEWALK JOINT ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.elanlab.com f 612.260.7990 C E R T I FICAT10N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey,QiHpll A. `OA` N �v�� ONS� G Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-502 PROJECT NO. ARC19010 INSTALLATION WIRE FENCING POST TRENCH 6"X6" IIIII=IIIII 11177 1111111111 FILTER FABRIC 1) SET POSTS AND EXCAVATE A 6'1 TRENCH UPSLOPE ALONG THE LINE OF THE POSTS 11111=1 IM =IIIII 3) ATTACH THE FILTER FABRIC TO THE WIRE FENCING AND THE TRENCH 11111=11111 R11111=IIIII= IIIII=IIIII 11111=IIIII =IIIII IIIII J IIIII IIIII BOTTOM OF DRAINAGE WAY O A J LL MAINTENANCE 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL_ AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY 1/2 THE HEIGHT OF THE BARRIER. 2) STAPLE THE WIRE MESH FENCING TO EACH POST 11IM11111 �=IIIII=IIIII= 11111=11111 1111011111 11�1111111 1111111111 4) BACKFILL THE TRENCH AND COMPACT THE COMPACTED EXCAVATED SOIL ACKFIL JoL A ELEVATION: POINTS "A" SHOULD BE NO SCALE HIGHER THAN POINTS "B" 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 5. WETLANDS ARE TO BE PROTECTED BY TWO ROWS OF H.D. SILT FENCE. DOUBLE H.D. SILT FENCE IS REQUIRED AROUND WATER BODIES, STEEP SLOPES, AND HIGHLY ERODIBLE SOILS. Y � ; Special Details PLACEMENT AND CONSTRUCTION Date: 04-01-15 OF SILT FENCE Revised: H U—EC-2 01-20-17 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10" FILTER ASSEMBLY CURB ... s . CG-23 HIGH -FLOW HIGH -FLOW FABRIC NOTES: 1. THE ROAD DRAIN -CURB & GUTTER MODEL CONSISTS OF A REUSABLE OPEN TOPPED RECEPTACLE THAT SETS INSIDE THE STORM SEWER GRATE. AN INCORPORATION REAR DEFLECTOR PLATE IS CONNECTED TO THE RECEPTACLE DIRECTING THE WATER INTO THE BASIN FOR FILTRATION. 2. THE ROAD DRAIN -CURB & GUTTER MODEL HAS A REPLACEABLE FILTER CARTRIDGE. 3. THE FILTER MEDIA SHALL MEET ALL LOCAL SPECIFICATIONS FOR INLET PROTECTION. MAINTENANCE: 1. CHECK FILTER MEDIA AFTER EACH RAIN EVENT. CLEAN OR REPLACE IF SEDIMENT CLOGS FILTER. 2. REMOVE SEDIMENT AND DEBRIS FROM THE RECEPTACLE AFTER EACH RAIN EVENT. WIMCO CURB & GUTTER INLET PROTECTION (CG23) Special Details Date: 04-01-15 Revised: HU—EC-4 01-20-17 SILT FENCE 6-FT. HIGH TEMPORARY ORANGE CONSTRUCTION FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS MIN SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. TREE PROTECTION FENCE NO SCALE NOTES: 1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT. 2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH. MAT OR BLANKET - TYPE PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACE WHERE IT IS APPLIED. 3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FOOT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS OF NET ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED 3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FOOT. DO NOT STRETCH THE NET WHEN APPLYING STAPLES. 4. TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW NET. OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT. MAINTENANCE: INSPECT ALL MULCHES PERIODICALLY, AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION, OR FAILURE. WHEN EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED, AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. TYPICAL STAPLES #8 GAUGE WIRE 10" 1 1 /2" PRESS ENDS 6 INCHES INTO THE SOIL AROUND STRUCTURES AND STAPLE SECURELY dlk WHEN USING NETTING IN CHANNELS, ROLL OUT STRIPS OF I& NETTING PARALLEL TO THE DIRECTION OF FLOW AND OVER THE � PROTECTIVE MULCH. FLOW FLOW FLOW _11L �dL _11L _111k �dL FLOW A. BURY THE TOP END OF THE MATTING STRIPS IN A TRENCH 6 INCHES OR MORE IN DEPTH. B. TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10 INCH SPACING, 4 INCHES DOWN FROM THE TRENCH. C. OVERLAP - BURY UPPER END OF LOWER STRIP AS IN "A" AND "B". OVERLAP END OF TOP STRIP 18 INCHES AND STAPLE. D. EROSION STOP - FOLD OF MATTING BURIED IN SLIT TRENCH AND TAMPED DOUBLE ROW OF STAPLES. 20' RADIUS MINIMUM J�FP 0619 0c, 2" WASHED COARSE AGGREGATE 20' RADIUS MINIMUM 6" MIN. DEPTH NOTES: 1. CRUSHED CONCRETE IS NOT ALLOWED 2. GEOTEXTILE FABRIC REQUIRED UNDERNEATH COARSE AGGREGATE 3. MAINTENANCE IS INCIDENTAL ROCK CONSTRUCTION ENTRANCE 10'0" ss» 60, �NR Qly oey �GNF Special Details Date: 04-01-15 Revised: H U — E C-1 04-12-19 Tr I V YGOIII V a%alumul6 Tl F/I'/vi ALTERNATE - RUMBLE RACKS SIDE BY SIDE INSTALLATION For Side By Side Installations (i.e. (2) mats wide at the entrance, use short -straps to connect mats as shown in diaclram. Contact your distributor or FODS with any additional questions. FODS MAT ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.elanlab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the state ill A. `O�A ONS) C Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-503 INLET PROTECTION NO SCALE EROSION CONTROL BLANKET NO SCALE ROCK CONSTRUCTION ENTRANCE NO SCALE PROJECT NO. ARC19010 GENERAL NOTES: BEDDING THICKNESS t=Do/24, BUT NOT LESS THAN 3" IN ROCK t=Do/12, BUT NOT LESS THAN 6" IF UNSTABLE TRENCH BOTTOM SUBGRADE CONDITIONS ARE ENCOUNTERED, ADDITIONAL CRUSHED ROCK FOR BEDDING AND EXTENT SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER. TRENCH SHALL BE BRACED, SHEETED OR SLOPED AS NECESSARY FOR THE SAFETY OF WORKMEN AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. CONSTRUCTION SEQUENCE: 1. PLACE BEDDING MATERIAL. SHAPE TO MATCH PIPE, REMOVE MATERIAL FOR BELLS 2. COMPACT OUTER BEDDING - 3. INSTALL PIPE TO LINE AND GRADE 4. PLACE AND COMPACT THE HAUNCH AREA TO SPRINGLINE 5. COMPLETE BACKFILL TO SPECIFICATIONS. z_ TRENCH BACKFILL ENGINEERED FILL: SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION REQUIREMENTS HAUNCHING AND INITIAL Do \\//\\//\ BACKFILL: ENGINEERED FILL 1" MAX. PARTICLE DIA. BEDDING MATERIAL Do/6 MIDDLE BEDDING 12"MIN PLACED LOOSELY CONCRETE/DUCTILE IRON PIPE BEDDING NO SCALE ' ^E TRENCH ENGINEERED FILL: SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS ENGINEERED FILL: 1" MAX PARTICLE SIZE. SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS BEDDING MATERIAL (SEE SPECS) SHAPE TRENCH TO MATCH BELL SECTIONS BEDDING MATERIAL (SEE SPECS) LINE OF BEDDING IN ROCK (8" SAND BASE IN ROCK FOUNDATION) PVC/HDPE PIPE BEDDING NO SCALE INSTALL METrn APPRC NOTES: 1. PAID AS CLEANOUT (EACH) AND INCLUDES INSTALLATION OF ALL MATERIALS FROM (AND INCLUDING) THE SERVICE WYE UP TO (AND INCLUDING) THE METER BOX AND COVER. ALL NECESSARY ADJUSTMENTS TO ACCOMMODATE CONSTRUCTION SHALL BE INCLUDED IN THE CLEANOUT BID ITEM. 2. INSTALL EVERY 100 FEET OR AS DIRECTED BY ENGINEER �I Special Details r Cb Y O SANITARY SEWER Date: 04-01-15 SERVICE CLEANOUT HU-SS-3 Revised: 04-11-19 Fa'2' ]z�E7Ei SANITARY CLEANOUT NO SCALE OUTLET NOZZLES & THREADS: TWO 2-1/2" HOSE CONNECTION AND ONE 4-1/2" PUMPER CONNECTION. (NATIONAL STANDARD THREADS) 5' CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED "HYDRAFINDER" (CANDYCANE) FIRE HYDRANT LOCATOR WATEROUS WB-67 AS SPECIFIED BURY 8.0' 18"-24" \\ I I\\ I\\\\ I\\\\\\\I \\\\ \\ 1" MIN. 2" MAX. 2'-6" GEOTEXTILE FABRIC MnDOT 3733 TYPE 3 7'-6" 1" WASHED COARSE MIN BONNET GRAVEL OR CRUSHED STREET ADAPTOR ROCK TO 6" ABOVE WASTE VARIES OPENING MIN. 1/3 CY BRACING AS REQUIRED PRECAST CONCRETE 6" D.I.P. \\ BLOCK 10 +oa° WATERMAIN *�� 81,x8"x16" PRECAST CONCRETE BASE AS SPECIFIED 2' DIAMETER BY X DEEP PIT UNDER HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. NOTES: 1. HYDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2. ALL HYDRANT LEADS SHALL BE TIED WITH 3/4" TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED IN LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 16" BREAK OFF TRAFFIC FLANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. 5. RED OR YELLOW "OUT OF ORDER" TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKFILL 6. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. F' Special Details CITY OF TYPICAL HYDRANT Date: ` 04-01-15 INSTALLATION HU-W-1 Revised: \ EST 1906 01-20-17 / HYDRANT SERVICE CONNECTION NO SCALE NO SCALE GATE VALVE ADAPTOR: 1/4" STEEL WITH PROTECTIVE COATING 3/4" RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR VALVE BOX SETT"'^ 1/4"-3/8" BELOW PAVE AT GRADE IN Tl VALVE BOX SHALL BE SET T HAVE 6" ADJUSTMENT UP AN DOWN FROM FINISH GRAE AGGREGATE AND MnDOT 3733 TYPE 3 GEOTEXTILE FABRIC LINING DRAIN PIT AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2" WASHED ROCK ALL AROUND MIN 1/3 C.Y. (MIN. 1 C.Y. IN IMPERVIOUS SOILS) D.I.P. WATERMAIN TIE R 8"x13"x5' SIDE VIEW BONNET ADAPTOR NOTES: 1. GATE VALVES SHOULD BE USED ON 6" THROUGH 16" WATERMAIN. 2. VALVE BOX INSERTS ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. 3. VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL ALLOW A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE. 4. ALL VALVES SHALL BE TIED WITH 3/4" THREADED TIE RODS TO THE MAIN. MEGA LUGS MAY BE USED IN LIEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SCALE CI- Y OF Special Details VALVE B 0 X Date: 04-01-15 INSTALLATION HU-W-3 Revised: ]EST1U0 01-20-17 PREDL LOGO RAISED IMAGE 48" DIA. 7a' VALVE BOX F •- A L-►A SDR 26 PVC PIPE DIMENSION SPECIFICATIONS SIZE INCH mm O.D. INCH mm I.D. INCH mm WALL THICKNESS INCH mm 6" 152.40 6.275 159.38 5.793 147.142 0.241 6.121 8° 203.20 8.400 213.36 7.754 196.952 0.323 8.204 10" 254.00 10.500 266.70 9.692 246.177 0.404 10.262 12" 304.80 12.500 4 317.50 11.5384 293.065 0.481 12.217 15" 381.00 15.300 388.62 177 4.124 358.750 0.588 14.935 SDR 35 PVC PIPE DIMENSION SPECIFICATIONS SIZE INCH mm O.D. INCH mm I.D. INCH mm WALL THICKNESS INCH mm 4" 101.60 4.215 107.06 3.975 100.965 0.120 3.048 6" 152.40 6.275 159.38 5.915 150.241 0.180 4.572 B" 203.20 8.400 213.36 7.92.0 201.128 0.240 6.096 10" 254.00 10.500 266.70 9.900 251.460 0.300 7.620 12" 304.80 12.500 317.50 11.7130 299.212 0.360 4 9.144 15" 381.00 15.300 388.62 14.426 366.420 0.437 11.100 NO SCALE SECTION A -A N.T.S. LJCIMIL D N.T.S. PREDL TYPE 300 - INSIDE DROP CAP F SPIGOT END 6" INSIDE DROP PIPE (LENGTH TO SUM SPIGOT END 6' 45' ELBOW INSIDE DROP ASSEMBLY DETAIL N.T.S. PREDL INSIDE DROP TYPE 300 - FOR 1350mm FULLY LINED PRECAST MANHOLE INSIDE DROP SANITARY MANHOLE NO SCALE systems 7520 Conrad Street Burnaby, B.C. V5A 2H7 Phone : 604 415-9944 Fax : 604 415-9954 DRAWN BY: DATE DRAWN: R.H. JAN.17/12 APPROVED: REVISION: NO: DATE: LOAD RATING SEE DWG. NO.19 SPECIFIED FOR: DESCRIPTION: PREDL INSIDE DROP TYPE 300 - FOR 1350mm FULLY LINED PRECAST MANHOLE DWG. NO. REV. NO. 8 CATALOG NUMBER: ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.elanlab.com f 612.260.7990 CERTIFICATION I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Professio eer under the laws of the statey,Qi�ll A. `OA` N �vC, GC As Stephen M. Johnston DATE REGISTRATION NO. 18914 01/17/2020 SHEET DETAILS C-504 PROJECT NO. ARC19010 w BIKE RACKS RETAIL BI NCH TRASI ENCLOSURE i — — — _ , a a zz RETAIL OUTDOOR SEATING AREA — - - — BENCH / — (TYP) RETAIL ° ° oo �•.f1 nED SO — — = SH/N ° RTti --=__— N --= TO C--- --_ RE US HIGH — -___= Rq/�Rp W--_ - q�AU p' 6 1 T H Ay pR/T -� Y NATIVE GRASSES & WILDFLOWERS 1 y �fi M.� �° C JOR AREA UNDER OVERHEAD UTILITY LINE zZ � �o m c� �o W � ' m =_J 1 //' //%;;;% ,%% //%%% RESTAURANT x� i / /ii , //�ice� /// /i , I WLWL I IvALL \\ w 411 OHWL WOOD BOARDWALK \ \ VL MESIC PRAIRIE SEEDING I \ a q FUTURE EVENT � + ,, CENTER � 1 LANDSCAPE PLAN 1" 30' LANDSCAPE SUMMARY VALUE REQUIRED MIN. 1 % COST OF IMPROVEMENTS NOTE: APPLICANT IS EXPLORING OPTIONS FOR USING WATER FROM EGG LAKE FOR IRRIGATION. COMMERCIAL LANDSCAPE 1 DECIDUOUS TREE / 2,000 SF GROSS BLDG = 18,970/ 2,000 = 9 OR 1 DECIDUOUS TREE / 100 LF SITE PERIMETER = 2,250/ 100 = 23 1 CONIFEROUS TREE / 2,000 SF GROSS BLDG = 18,970/ 2,000 = 9 OR 1 CONIFEROUS TREE / 100 LF SITE PERIMETER = 2,250/ 200 =11 PARKING LOT 0II;�ILTA 1:101M:v0F:1 INTERIOR PARKING LOT LANDSCAPING 1 ORNAMENTAL TREE / 2,000 SF GROSS BLDG = 18,970/ 2,000 = 9 OR 1 ORNAMENTAL TREE / 100 LF SITE PERIMETER = 2,250/ 200 = 11 1 SHRUB / 2,000 SF GROSS BLDG = 18,970/ 300 = 63 OR 1 SHRUB / 100 LF SITE PERIMETER = 2,250/ 30 = 76 10' TO RIGHT-OF-WAY & RESIDENTIAL 1 TREE / 30 LF PERIMETER FRONTAGE 337 LF/ 30 = 11 TREES 5% MIN. INTERIOR ISLAND (100 SF. MIN SIZE) 1 TREE / 100 SF. 3,955/ 100 = 40 TREES PROPOSED OVERALL IMPROVEMENTS ABOVE 1% 23 DECIDUOUS TREES 11 CONIFEROUS TREES 11 ORNAMENTAL TREES 420 SHRUBS 10' TO RIGHT-OF-WAY 8' TO NORTH PROPERTY 7.4' TO SOUTH PROPERTY 8 DECIDUOUS & 3 CONIFEROUS TREES 3,955 SF/ 73,444 SF = 5.4% 21 DECIDUOUS & 19 CONIFEROUS TREES (PLANTED WITH PARKING LOT AND OUTSIDE PARKING PERIMETER) EGG LAKE 1 +:+ OHW=926.62(NAVD88) ; \ +++WL Vk co M ENLARGED LANDSCAPE I \ r PLAN L-102 LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISHED GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS. LANDSCAPE CONTRACTOR MUST ENSURE THAT THE FINAL GRADES ARE MET AS SHOWN ON GRADING PLAN. IF ANY DISCREPANCIES ARE FOUND, `ram IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION. 2. ALL PLANT MATERIALS ARE TO CONFORM WITH STATE & LOCAL CONSTRUCTION STANDARDS AND THE CURRENT ADDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT MATERIALS ARE TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE, AND DISFIGURATION. 3. QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN ANY DISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANT SCHEDULE AND PLAN. PLACE PLANTS IN PROPER SPACING I /r� \•� FOLLOWING LAYOUT FIGURES. 4. TOPSOIL TO BE MNDOT 3877.213 LOAM TOPSOIL BORROW FOR LANDSCAPED AREAS AND PLANTING BEDS. PROVIDE ROOTING TOPSOIL BORROW MNDOT 3877.2E FOR PLANT RESTORATION, WATER QUALITY, AND FILTRATION PLANTING. \ \ 5. SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALL PLANTING BEDS PRIOR TO `----------------------------------------------------E� \ \ PLANTING. THOROUGHLY WATER TWICE TO FACILITATE CONSOLIDATION PRIOR TO PLANTING. DO NOT OVERLY COMPACT SOIL. PLANTING SOIL TO HAVE A PH BETWEEN 6.5-7.5, BE FREE OF LEGEND CHEMICAL CONTAMINANTS, DEBRIS, LARGE ROCKS GREATER THAN 1/ 2" DIAMETER, AND 11. ALL TREES ADJACENT TO VEHICULAR AND PEDESTRIAN CIRCULATION SHALL HAVE LOWER \ FRAGMENTS OF WOOD. SUBSOIL SHALL BE SCARIFIED TO A DEPTH OF 4" BEFORE PLANTING SOIL BRANCH AT 6 FEET MINIMUM ABOVE PAVEMENT. IS SPREAD. SOD 12. THE ENTIRE LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION 6. MULCH TO BE SHREDDED HARDWOOD BARK MULCH (MNDOT 3882 TYPE 6), CONSISTED OF RAW SYSTEM. NO WATER IS ALLOWED ON ANY PAVEMENT, PARKING, WALKWAY, AND BUILDING. THE WOOD MATERIAL FROM TIMBER AND BE A PRODUCT OF A MECHANICAL CHIPPER, HAMMER MILL, IRRIGATION CONTRACTOR IS TO DESIGN AND SUBMIT SHOP DRAWING OF IRRIGATION DESIGN +++++++ NATIVE GRASSES & WILDFLOWERS OR TUB GRINDER. THE MATERIAL SHALL BE SUBSTANTIALLY FREE OF MOLD, DIRT, SAWDUST, AND AND CALCULATIONS TO LANDSCAPE ARCHITECT FOR REVIEW 5 DAYS PRIOR TO PURCHASING AND FOREIGN MATERIAL AND SHALL NOT BE IN AN ADVANCED STATE OF DECOMPOSITION. THE INSTALLATION. IRRIGATION DESIGN IS TO MEET ALL CITY AND STATE PLUMBING CODES AND MATERIAL SHALL NOT CONTAIN CHIPPED UP MANUFACTURED BOARDS OR CHEMICALLY TREATED REQUIREMENTS. �� / MESIC PRAIRIE GENERAL SEEDING WOOD, INCLUDING, BUT NOT LIMITED TO, WATER BOARD, PARTICLE BOARD, AND CHROMATED SEE SHEET C-204 FOR SEEDING NOTES COPPER ARSENATE (CCA) OR PENTA TREATED WOOD. THE MATERIAL SHALL BE TWICE -GROUND/ 13. ANY IRRIGATION SYSTEM IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE REGISTRATION AS A SHREDDED, SUCH THAT; NO INDIVIDUAL PIECE SHALL EXCEED 2 INCHES IN ANY DIMENSION. PRIVATE UTILITY AND ENROLLMENT IN THE GOPHER STATE ONE -CALL -SYSTEM, SO THAT ANY ONE 6" TYPE 1 RIP RAP OVER 7. APPLY FOUR (4) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN FOUR (4) FOOT DIGGING IN THIS AREA WILL BE MADE AWARE THE LINES IN THE RIGHT-OF-WAY. GEOTEXTILE FABRIC - DIAMETER RING AROUND ALL TREES. 14. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED. SAND PLAY SURFACE 8. EDGE ALL SHRUB BEDS WITH 3/16" X 4" MILL FINISHED ALUMINUM EDGING WITH STAKES. ALL 15. LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTS IN HEALTHY CONDITION THROUGHOUT 4-Z EDGING TO BE COMMERCIAL GRADE. WARRANTY PERIOD. THE WARRANTY PERIOD IS TWO FULL YEARS FROM DATE OF PROVISIONAL ACCEPTANCE UNTIL FINAL ACCEPTANCE. WARRANTY PERIOD FOR PLANT MATERIAL INSTALLED 9. APPLY THREE (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN ALL SHRUB AREAS AND AFTER JUNE 1ST SHALL COMMENCE THE FOLLOWING YEAR. EXISTING TREE TO REMAIN ' APPLY TWO (2) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN PERENNIAL AREAS. r ° PRIOR TO MULCHING, APPLY PRE -EMERGENT HERBICIDE TO ALL PLANTING BEDS. 10. APPLY PRE -EMERGENT TO MULCH IN PLANTING AREAS TO PROHIBIT WEED GROWTH. Know what's below. APPLICATION RATE TO BE PER MANUFACTURER'S RECOMMENDATIONS. IF WEEDS APPEAR IN Cal I before you dig. TREATED AREAS DURING THE FIRST YEAR, LANDSCAPE CONTRACTOR TO REMOVE ALL WEEDS AT NO ADDITIONAL COST. OAK STREET 30 ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA - � SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD)1P PRELIMINARY PLAT, SITE PLAN REVIEW 01/17/2020 ISSUE DATE SCALE IN FEET D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I FICAT10N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Landsca l Pct under the laws of the state of Iv]J� S 0\, N �� vG�� �V AS CD Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/17/2020 SHEET LANDSCAPE PLAN L-101 PROJECT NO. ARC19010 OVERALL PLANT SCHEDULE .� , VL EGG LAKE OHW=926.62(NAVD88) VI- l--IU vIL vv IV Lll- I\LIvlV vL ANY DISEASED, DEAD OR DAMAGED TREES EXISTING TREE (TYP) ENLARGED LANDSCAPE PLAN ill =20' SHRUB PLANTING (TYP) W W 1 CONIFEROUS TREE L 501 PLANTING (TYP) CARDEN--n 11i{�yjl_ C C F C C ROOT MATURECOND. KEY QUANT. COMMON NAME SCIENTIFIC NAME SIZE SIZE DECIDUOUS TREES 0W 9 SIENNA GLEN ACER X FREEMANII 2.5" CAL. B&B 45'H X 35'W MAPLE 'SIENNA' 9 HACKBERRY CELTIS OCCIDENTALIS 2.5" CAL. B&B 50'H X 40'W 8 STREET KEEPER GLEDITSIA TRIACANTHOS 2.5" CAL. B&B 40'H X 20'W HONEYLOCUST VAR INERMIS'DRAVEE' 8 ESPRESSO KENTUCKY GYMNOCLADUS DIOICUS 2.5" CAL. B&B 50'H X 35'W COFFEETREE 'ESPRESSO-JFS' 8 SWAMP WHITE QUERCUS BICOLOR 2.5" CAL. B&B 50'H X 40'W 0 OAK 6 TRIUMPH ELM ULMUS 2.5" CAL. B&B 50'H X 35'W 'MORTON GLOSSY' EVERGREEN TREES ' 4 NORWAY SPRUCE PICEA ABIES UHT. B&B 50'H X 25'W 6 BLACK HILLS PICEA GLAUCA 6' HT. B&B 40'H X 20'W SPRUCE 'DENSATA' 3 COLOUMNAR PINUS STROBUS 6' HT. B&B 60'H X 15'W EASTERN WHITE PINE TASTIGIATA' 6 SCOTCH PINUS SYLVESTRIS 6' HT. B&B 60'H X 30'W PINE C 6 TECHNY ARBORVITAE THUJA OCCIDENTALIS 'TECHNY' 6' HT. B&B 15'H X 6'W 6 HOLMSTRUP ARBORVITAE THUJA OCCIDENTALIS 6' HT. B&B 20'H X 8'W 'HOLMSTRUP' ORNAMENTALTREES 0 4 EASTERN REDBUD CERCIS CANADENSIS 1.5" CAL. B&B 25'H X 15'W (MN STRAIN) 0 6 GRAY DOGWOOD CORNUS RACEMOSA 1.5" CAL. B&B 20'H X 15'W (TREE FORM) SHRUBS ® 117 DWARF BUSH DIERVILLA 24" HT. POT 3'H X 49N HONEYSUCKLE LONICERA 0 29 SEA GREEN JUNIPERUS CHINENSIS 36" HT. POT 4'H X 5'W JUNIPER 'SEA GREEN' O 10 FIRST EDITIONS RHUS TYPHINA 36" HT. POT 6'H X 69N TIGER EYES CUTLEAF 'BAILTIGER' STAGHOARN SUMAC 78 GRO-LOW RHUS AROMATICA 18" SP. POT 2'H X 4'W FRAGRANT SUMAC 'GRO-LOW' O 106 SEM ASH SORBARIA SORBIFOLIA 24" HT. POT 3'H X 3'W LEAF SPIREA 'SEM' 0 80 ANTHONY WATERER SPIRAEA X BUMALDA 24" HT. POT 3'H X 3'W SPIREA 'ANTHONY WATERER' PERENNIALS 0 710 KARL FOERSTER CALAMAGROSTIS ACUTIFLORA 1 GAL POT 3'H X 2'W FEATHER REED GRASS 'KARL FOERSTER' MAGUS ECHINACEA PURPUREA 1 GAL POT 2'H X1.5'W CONEFLOWER 'MAGUS' RUBY STELLA HEMEROCALLIS 1 GAL POT 1.5'H X 1.5'W DAYLILY 'RUBY STELLA' DENIM'N LACE PEROVSKIA ATRIPLICIFOLIA 1 GAL POT 2.5'H X 3'W RUSSIAN SAGE 'DEMIN'N LACE' DEAMII BLACK EYED RUDBECKIA FULGIDA 1 GAL POT 2'H X 2'W SUSAN 'DEAMII' LYRICAL BLUES SALVIA NEMROSA 1 GAL POT 2'H X1.5'W SALVIA 'BALYRICLU' WILLIAMETTE HOPS HUMULUS LUPULUS 2 GAL POT 20'H 'WILLAMETTE' PERENNIALS 420 (930 SF) BUTTERFLY WEED ASCLEPIAS TUBEROSA 1 GAL POT PURPLE CONEFLOWER ECHINACEA PURPUREA JOE PYE WEED EUPATORIUM MACULATUM SWITCHGRASS PANICUM VIRGATUM BLACK EYED SUSAN RUDBECKIA HIRTA PRAIRIE DROPSEED STOROBOLUS HETEROLEPIS SUBSTITUTIONS: IF ANY SUBSTITUTIONS ARE REQUIRED, SUBMIT WRITTEN DOCUMENTS AND PROPOSED SUBSTITUTIONS TO LANDSCAPE ARCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE AND/OR INSTALLATION. NO MORE THAN 1/3 OF PROPOSED TREES CAN BE THE SAME SPECIES. a Know what's below. Call before you dig. 20 60 SCALE IN FEET ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW of/v/2o2o ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Landsca l ct under the laws of the state of Iv]J,QNC-S OAS N vC, Nc, CD Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/17/2020 SHEET ENLARGED LANDSCAPE PLAN L-1 02 PROJECT NO. ARC19010 ONE FLAG PER COMPACT PLANTING SCARIFY SIDES 01 PRIOR TO PLAN' ONE FLAG PER WIRE COMPACT PLANTING SOIL SCARIFY SIDES OF PIT PRIOR TO PLANTING DECIDUOUS TREE PLANTING CONIFEROUS TREE PLANTING DOUBLE STRAND 14 GA. WIRE & 3 STEEL STAKES AT 120 DEGREE INTERVALS 8' STEEL STAKE INSTALL ON THE SIDE OF PREVAILING WIND 16" POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1-1/2" WIDE STRAP TREE WRAP TO FIRST BRANCH ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 1/3 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD PLANTING SOIL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. NO SCALE DOUBLE STRAND 14 GA. WIRE & 3 STEEL STAKES AT 120 DEGREE INTERVALS 16" POLYPROPYLENE OR POLYETHYLENE, 40 MIL, 1-1/2" WIDE STRAP 8' STEEL STAKE INSTALL ON THE SIDE OF PREVAILING WIND ROOT FLARE AT FINISHED GRADE OR FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOIL LINE MULCH, EDGING, & DISH RING (SEE LANDSCAPE NOTES) CUT AND REMOVE TOP 113 BURLAP (MIN.), WIRE BASKET, AND ALL NYLON CORD PLANTING SOIL WATER & TAMP TO REMOVE AIR POCKETS NOTES MAINTAIN TREE IN PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD (SEE SPECIFICATIONS). TREE STAKING AND ITS METHOD ARE OPTIONAL TO CONTRACTORS. TWO ALTERNATIVES ARE SHOWN. NO SCALE = I--7TT REMOVE ALL POT AND ALL PLASTIC - LOOSEN ROOTS PRIOR TO PLANTING I T- I L SCARIFY SIDES AND BOTTOM PRIOR TO PLANTING SHRUB PLANTING SEE PLAN AN PLANT SCHEDULE F R SPACING 12" MIN../ MAKE SAUCER AROUND PLANTS PROVIDE PLANTING BED 12" MIN. AROUND PLANTS MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) PLANTING SOIL (SEE LANDSCAPE NOTES) NO SCALE PROVIDE PLANTING BED 12" MIN. AROUND PLANTS SET TOP OF ROOT 1" ABOVE GRADE MAKE SAUCER AROUND PLANTS MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) PLANTING SOIL (SEE LANDSCAPE NOTES) LOOSEN ROOTS I I I I t I PRIOR TO PLANTING III —III IIII I I I— z SCARIFY SIDES AND BOTTOM PRIOR TO PLANTING co PERENNIAL PLANTING TOP OF MULCH BELOW TOP OFPAVMENT ,, 12" MIN. NO SCALE PROVIDE PLANTING BED 12" MIN. AROUND PLANTS MULCH (SEE LANDSCAPE NOTES) EDGING (SEE LANDSCAPE NOTES) 24" MIN. TO PAVEMENT TOP OF EDGING TO BE MAXIMUM 1/2" ABOVE SURFACE MATERIAL INSTALL STAKES PER MANUFACTURER'S INSTALLATION GUILDLINES _ PLANTING SOIL (SEE LANDSCAPE NOTES) WF11 II I II I II I II I II 1I— EDGING AT PLANTING BED SOD AT HARDSCAPE EDGE NO SCALE NO SCALE PROVIDE MULCH POCKET ALONG CURB TOP OF MULCH BELOW TOP OF CURB 1 1 I I 1 I I_117--71 1 1 1_1 I I=1 I I_TTT__ SCARIFY BOTTOM PRIOR TO PLANTING (_,_V PLANTING AT PARKING ISLAND INSTALL PLANTS ACCORDING TO PLANTING DETAILS MOUND PLANTING AREA ABOVE CURB LEVEL MULCH (SEE LANDSCAPE NOTES) BACKFILL WITH PLANTING SOIL (SEE LANDSCAPE NOTES) NO SCALE 3" MIN.- 8" DIAMETER 2-PLY CORRUGATED HDPE GUARDS z UV INHIBITOR -TREATED WHITE EXTERIOR z m WITH BLACK INNER SURFACE �U) M U- 0 H 0 SET BOTTOM FIRMLY IN SOIL —I I II I II I II I II I I I I II I II I II I II I II I II I I— 8 TREE GUARDS NO SCALE ARCHITECTURAL CONSORTIUM L.L.C. 901 NORTH THIRD STREET, SUITE 220 MINNEAPOLIS, MN 55401 612-436-4030 PROJECT CATTLE HOUSE RESTAURANT & EVENT CENTER HUGO, MINNESOTA SHEET INDEX PLANNED UNIT DEVELOPMENT (PUD), PRELIMINARY PLAT, SITE PLAN REVIEW of/v/2o2o ISSUE DATE D E S I G N Civil Engineering I Landscape Architecture I Construction Services 901 N 3rd STREET, SUITE 120 MINNEAPOLIS, MN 55401 p 612.260.7980 www.eIanIab.com f 612.260.7990 C E R T I F I C A T 1 0 N I hereby certify that this plan was prepared by me, or under my direct supervision and that I am a duly Licensed Landsca l ct under the laws of the state of 1v]J,QNC-S OAS N vC, CD Nc, Pilarsinee Saraithong DATE REGISTRATION NO. 45059 01/17/2020 SHEET LANDSCAPE DETAILS C-501 PROJECT NO. ARC19010 2 A3 0 O iI • H05T VESTIBULE LLLLLH-U-LLLL]�DELIVERY DINING R STORAGE Ak S � L —1 (1 (FF — — — — — — KITCHEN OFFICE - 0- 0-1p _ �� BAR — _ M 0-1 0 L VESTIBULE OVERHEAD DOORS FP < LOUNGE STORAGE DECK .\\ �\ r��' GOATS //rr, ��y \ �y ��� 7717 f:= y� f==1 4�y/-1--1 f==1 il 52 �O 28 -O p :` �or 200 SEATS � r , f= ==1 �. VJ \� DECK r-�7 S �S FLOOR PLAN 1/511 = 1'-011 ARCHITECTURAL CONSORTIUM LLC 901 North Third Street, Suite 220 612-436-4030 Minneapolis, MN 55401 Fax 612-692-9960 Mark Revision / Issue Date CITY SUBMITTAL 0I-17-20 CATTLE HOUSE RESTAURANT AND EVENT CENTER HUGO,MN FLOOR PLAN PROJECT NUMBER: 1a-1052-01 155UED DATE: 0I-17-20 DRAWN BY: BL CHECKED BY: KA Al Architectural Consortium, L.L.C. 2020 DEG L 16F 511 E E�.EVA7I0N METAL PANEL OR -r1"==tn rk krnr-M,[-- FONT ELEVATION 118" = I '-0" LAKE ELEVATION RE5TAUR4NT = ACA I iw I e-i nm Gl r^i I KkG GI I1t7Cr'i 51:7E ELEVATION 1/5 11 = 1'-011 �atzf.k cr atct�k 118" = 1 '-0" 1/a11 = 1 1-011 ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street, Suite 220 612-436-4939 Minneapolis, MN 55401 Fax 612-692-9966 Mark Revision I Issue Date C I TY SUBM I TTAL 01- 1 - 20 CATTLE HOUSE RESTAURANT AND EVENT CENTER HUGO,MN EXTERIOR ELEVATIONS PROJECT NUMBER: M-1052-01 ISSUED DATE: 01-11-20 DRAWN BY: BL CHECKED BY: KA A2 Architectural Consortium, L.L.C. 2020 C u �LINE OF BLDG. tvo�ap� r �e��rnt�in 5U 1 LD 1 NC SECT 1 ON 1/4" = 1'-0" I I SLOPED ROOF - �HEIOHT VARIES ----------------------------------------------------------- ------------------------------------------------------------------------ FULLY -ADHERED --------- ------------------------------------------------------------------------------------------------------------------------------------- EPDM MEMBRANE 1 ROOF SYSTEM 1 SIDING ON METAL W STUD SIDE PARAPET (X FULLY -ADHERED y EPDM MEMBRANE 1 ROOF SYSTEM I I 1 _ '--STEEL BEAM _STEEL JOISTS DECKING17 V O j SLOPED STEEL k- STEEL COLUMN JOISTS $ DEGKIN& - SIDING / j,,-- STEEL COLUMN W.R. BARRIER / ANOD. ALUMINUM allGMU / N STOREFRONT W/ GONT. RIGID INSUL. / LOW-E INSUL. GLASS VAPOR BARRIER / 3-5/8" METAL STUD j O FURRING / GYP. BD. STONE / 2 LAYERS W.R. BARRIER / 5/8" GYP. SHEATHING / 6" METAL STUDS / BATT INSUL. / STONE VENEER VAPOR BARRIER / -REINF. GONG. m 5/8" 6`rP. BD. / FLOOR SLAB m n a a 4 a G e a --J I I I I I I I LINE OF _1 FOUNDATION a I II BEYOND I L J __ 52'-O" 28'-0" I BU I L171 NC SECTION 2 I/4" = 1'-0" ARCHITECTURAL CONSORTIUM L. L.C. 901 North Third Street, Suite 220 612-436-4030 Minneapolis, MN 55401 Fax 612-692-9960 Mark Revision / Issue Date CITY SUBMITTAL 0I-17-20 CATTLE HOUSE RESTAURANT AND EVENT CENTER HUGO,MN WALL SECTIONS PROJECT NUMBER: IC-1-1052-01 ISSUED DATE: 0I-17-20 DRAWN BY: BL CHECKED BY: KA A3 Architectural Consortium, L.L.C. 2020 SAN TO BUSINESS Updates WASHINGTON COUNTY Open To Business Tyler Hilsabeck - Business Advisor 1 /1 /2019 - 12/31 /2019 Clients Served - 110 Business Stage: New Entrepreneurs/Start-up- 58 Existing Business - 45 Client Inquiry - 7* *Many Client Inquiries turn into meetings later. Program Hours: (Includes Direct Client Hours, Program Outreach & Marketing, Public Events/City Meetings, Data Collection and Administration) Total Program Hours 1 st QTR : 506 hours 2nd QTR: 501 hours 3rd QTR: 480 hours 4t" QRT: 460 hours Total 2019: 1,947 hours Financina thru 12/31 /19 Loans Approved: 14 Open to Business Amount: $734,566 *Leveraged: $6,006,631 Total Investment: $6,741,197 * Leveraged: Includes Bank Financing/Owner Equity/Other Outside Financing) * Financing was approved to assist the opening of 8 businesses and additional investment in 6 existing businesses. Referral Source City Website/Newsletters/Utility Inserts - 53 Other Marketing/Networking/Internet - 18 Bank Referral - 24 Friends/Family - 15 Industry Segment Service - 43 Retail - 14 Food - 28 Manufacturing - 6 Construction/Real Estate - 3 Professional/Consulting - 8 Health and Fitness - 8 Client City (Residence/Business Afton (1/1) Bayport (1/1) Cottage Grove (10/9) Dellwood (1/1) Forest Lake (16/6) Hastings (3/2) Hugo (6/6) Lake Elmo (1/1) Mahtomedi (2/1) Marine on St. Cr. (1/2) Newport (2/2) Oakdale (8/8) Scandia (4/4) Stillwater (26/27) White Bear Lake (0/1) Willernie (3/4) Woodbury (20/22) Financing Approved Through 4th Quarter 2019: Approved Loan Direct - Business Type: Photography and Event Location: Cottage Grove Referred by: Bank OTB Financing: $20,000 Total Investment: $26,000 Overview: The client bought a small vintage camper that they plan to renovate into a photo booth for parties and special events. By renting out the renovated camper by the hour or day, they will be able to provide printed photos to customers as souvenirs from the event. Based in Cottage Grove, the business will operate throughout the east metro area and western Wisconsin. Start-up financing from MCCD will allow the couple to renovate the camper and help with other working capital during startup. Approved Loan Direct - Business Type: Digital Media Location: Forest Lake Referred by: Forest Lake Chamber of Commerce OTB Financing: $25,000 Total Investment: $30,000 Overview: The client has over 23 years of experience in advertising. When he sold his existing business recently, he started looking for a new opportunity. The Forest Lake -based company will provide digital signage service in restaurants, gyms, convenience stores, chambers of commerce, and other businesses. The technology allows advertising or information to display on a rotating basis. Approved Loan Direct - Business Type: "Store as a Service" Retail Art Store Location: Stillwater Referred by: Stillwater Chamber OTB Financing: $25,000 Total Investment: $31,000 Overview: The store's concept fits within the 'Store -as -a -Service' framework which is a new take on bringing back the brick and mortar store. For a small fee that is comparable to most small business marketing budgets; artisans and craftsman can focus on their craft while our client manages the retail and ecommerce sales environment for them. Many small artisan/craftsman have no desire or means to invest in retail space and an online ecommerce presence. Our client is taking them from the crafts fair, festival, or flea market to an upscale retail kiosk 'experience' driven location. They will represent businesses whose quality is represented in the passion the put into their craft; so they can focus on what they do best. Their community connects the public with the "Tell Their Story". Approved Loan Direct - Business Type: Event Space Location: Cottage Grove Referred by: Bank OTB Financing: $150,000 Total Investment: $150,000 Overview: About 10 years ago, the entrepreneur acquired the event venue that hosts weddings, reunions, corporate events, family & class reunions and graduations. At the time, the property was unimproved and essentially neglected. Since then, the client has put significant investment into the property and has transformed it into a fully -operating event space. The client approached Open to Business to request funding to complete two rooms within an expanded area of the event space and were at the maximum loan commitment with their bank under the existing appraisal. Open to Business was able to approve funding so that the client could finish these rooms in time for the busy season. Approved Loan - Business Type: Distillery Location: Stillwater Referred by: Partner Organization OTB Financing: $25,000 Other Financing (Bank/Equity/Other): $584,800 Total Investment: $609,800 Overview: The entrepreneur plans to open a micro -distillery in Stillwater and the funds will be used for tenant improvements, equipment purchase, inventory and working capital. The business will be the first on -site producing micro distillery in Stillwater. Open to Business partnered with a Bank and other non- profit organization for the funding structure. Approved Loan - Business Type: Cleaning Company Location: Mahtomedi Referred by: Bank OTB Financing: $132,000 Other Financing (Bank/Equity/Other): $206,589 Total Investment: $338,859 Overview: The entrepreneur is expanding operations and financing will help with a business acquisition and some working capital through the growth transition. Open to Business partnered with a bank for the financing structure. Approved increased financing of $22,616 for the same borrower in 3Q 19 for working capital due to unforeseen issues as a result of the business acquisition in May 2019. Approved Loan - Business Type: Restaurant Location: Forest Lake Referred by: Bank OTB Financing: $50,000 Other Financing (Bank/Equity/Other): $880,382 Total Investment: $930,382 Overview: The entrepreneur purchased real estate and will improve the space into a casual restaurant. The funds will help with the property acquisition, capital improvements, equipment, inventory and working capital. Open to Business partnered with a bank for the financing structure. Approved Loan Direct - Business Type: Elective Ultrasound Services Location: Stillwater Referred by: Website OTB Financing: $25,000 Total Investment: $78,000 Overview: The business is a startup dedicated non -medical ultrasound studio which will offer pregnant women and their families a unique experience of receiving an ultrasound at a studio to see their baby as early as 16 weeks, a month before the typical time most people find out. They can return at any time for more pictures without the need for a doctor's order. The business will also sell everything pregnancy and newborn related for a one stop shop experience. Products will include baby clothing, personalized jewelry with the baby's heartbeat waveform engraved onto it, accessories for a more comfortable pregnancy, and newborn accessories for a families peace of mind. The business will sell these items onsite and online on her website. Approved Loan Direct - Business Type: Restaurant Location: Willernie Referred by: Website OTB Financing: $5,000 Total Investment: $5,000 Overview: This small loan is for an existing restaurant in Willernie for working capital purposes while they navigate through the construction of County Highway 12. The funds will be used for increased marketing, an ice machine and working capital, and will be amortized vs. high interest credit card debt. Approved Loan - Business Type: Restaurant and Real Estate Purchase Location: Minneapolis / Entrepreneur is Woodbury resident Referred by: Bank OTB Financing: $140,000 Total Investment: $3,200,000 Overview: MCCD will provide gap financing for a Woodbury entrepreneur to purchase a restaurant and building in Minneapolis. The borrower will operate the restaurant and manage the building's other five tenants. The Woodbury -based lead lender asked Open to Business to help the borrower develop their business plan, budget and projections and subsequently asked if we would participate in the overall financing, including bank and SBA. The approved MCCD financing filled a gap caused by maximum advance rate of the SBA and does not finance the restaurant. Approved Loan - Business Type: Restaurant and Food Distribution Location: Lake Elmo / Entrepreneur is Woodbury resident Referred by: Bank OTB Financing: $50,000 Total Investment: $663,000 Overview: MCCD will provide gap financing for a Woodbury entrepreneur to start a retail restaurant and food distribution center in Lake Elmo. The lead lender approved their financing earlier in 2019 and asked Open to Business to help with minor project overruns and working capital. Projected to open in February 2020. Approved Loan - Business Type: Child Care / Learning Center Location: Stillwater / Entrepreneur is Bayport resident Referred by: Bank OTB Financing: $58,950 Total Investment: $645,540 Overview: The client runs a successful child care center and had the opportunity to purchase the building she was renting during the first five years of operations. MCCD is providing gap financing for the purchase so the entrepreneur can preserve working capital during the transition of the building to her ownership. The center serves families in the Stillwater and surrounding cities with children from 6 weeks to 5 years of age. With 5 age -divided classrooms, the center provides learning in a developmentally -appropriate environment. Approved Loan - Business Type: Martial Arts Studio Location: Oakdale resident Referred by: Friends & Family OTB Financing: $6,000 Total Investment: $6,000 Overview: MCCD did the original start-up financing of $15,000 for the entrepreneur in 2018. The client has done a good job with building his roster of students to the point where the studio will have sustained profitability. There was a slight delay in opening and the $6,000 was for working capital purposes.