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HomeMy WebLinkAboutDevelopment Application & Supplemental Materials CITY OF OAK PARK HEIGHTS ♦DEVELOPMENT APPLICATION RECEIVED SAP 14 2010 0-0, 14168 Oak Park Boulevard $800 P,O. Box 2007 Base Fee: Oak Park Heights, MN 55082 Escrow Amount: $2000 (651) 439 -4439 Fax: (651) 439 -0574 Street Location of Property 14447 60th Street Oak Park Heights,, MN n Legal Description of Property see attached "Exhibit A" h Owner: Name Croix Oil Company Qvs� Address: 1749 Greeley Street So. City: Stillwater State: M Zip: 55082 Business Telephone: (Home) (Business) 651 - 439 -5755 (Fax) 651-439-1051 (Other) Applicant: Name Gartner Restaurant Holdings Address: 10899 Mayfield Ct. No. City: Stillwater State: MN Zip: 55082 Telephone: (Home) (Business) 612-839-1669 (Fax) (Other) bill.kulesa @comcast.net + mick @lynskeycIark.com Type of Request(s) Zoning District Amendment Home Occupation X Conditional Use Permit _X_ — Site Plan Review Variance: Single Family Residential PUD: Amendment Variance: Other Residential /Commercial /industrial PUD: Concept Plan Subdivision PUD: General Plan Subdivision: Minor street Vacation Comprehensive Plan Amendment City Financial Assistance Description of Request(s): Site plan review for a Dairy Queen Restaurant and a request for a conditional use permit for operation of a drive thru- lf a request for planning /zoning action on the subject site or any part thereof has been previously approved, please describe it below: Owner /Applicant Initials Development Application, Page 2 General Conditions Application Review The undersigned acknowledges that before this request can be considered and /or approved, all required information and fees, including , any deposits, must be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees are submitted appropriately to the City. Professional Fee Responsibility It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s) will be promptly paid upon receipt. If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the l=air Credit Act if it becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assessed against the subject real property if unpaid by October 31s of each year. Property Address 14447 60th Street Oak Park Heights, MN Date: / Owner ignature c� Date. �J Applicant Signature Exhibit A All that part of the Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4) of Section Four (4), Township Twenty -nine (29) North of Range Twenty (20) West, described as follows: Beginning at a point on the North line of said Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4), Two Hundred Thirty (230) feet West of the Northeast corner of the said Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4); thence South on a line parallel to the East line of the said Northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4), Three Hundred (300) feet to a point; thence West on a line parallel to the North line thereof One Hundred Ninety (190) feet to a point; thence North on a line parallel to the East line thereof, Three Hundred (300) feet to a point on the North line of said tract; thence East along the North line thereof, One Hundred Ninety (190) feet to the place of beginning, subject to existing highway easements, power line easements and restrictions of record, Washington County, Minnesota. Design Narrative 09.14.2010 RE: Design Review Application for proposed new Dairy Queen Grill & Chill building, Oak Park Heights, MN Gartner Restaurant Holdings, LLC is a local company founded by Greg Gartner. Greg, his wife Suzanne, and their two children reside in the Stillwater area and consider the St. Croix Valley as "home ". In addition, their children attend the local schools and participate in the local athletic programs. The home of Gartner's family businesses is in downtown Stillwater. The Dairy Queen, in downtown Stillwater, has been a successful operation for the Gartner family and now they would like to expand on that by being able to better serve local residents and youth athletic programs. The visibility and accessibility of this Oak Park Heights' site will be perfect for accomplishing that goal. The Gartners look forward to creating a "fresh look" on this site and serving the residents of the St. Croix Valley. Current Land Use The site is presently occupied by a closed used car lot with a small building. Seventy percent (70 %) of the site is cover by pavement or building. The south property line is vegetated with brush and large trees. Surrounding Land Use The site is bound on the north by Highway 36 with access to the frontage road. To the west is Olene Avenue North. On the opposite side of Olene is a NAPA Auto Parts Store. To the south of the site are a variety of commercial uses including a yoga shop, VFW, Bowling Alley and Adoption Service. To the east of the site is a vacant paved parcel, to the east of which is a Super America. Proposed Land Use The developer proposes to construct a DQ Grill & Chill Restaurant on the site. The building will be approximately 2,164 square feet in area. The building will have a drive up window, necessitating a Conditional Use Permit from the City of Oak Park Heights. Architecture The restaurant building is based on a Dairy Queen Grill & Chill prototype Core 47 model, and is intended to seat 69, with eight outdoor tables providing 32 seasonal seats. Adjacent to the outdoor seating area will be a front yard lawn, enclosed by landscaping and a 4' -0" ornamental fence. The one story, slab -on -grade structure is approximately 17' -6 tall at its parapet wall with a 21' -6" tall entrance element at the front (north) elevation. The building's primary exterior finish materials include reddish -brown brick to a height of 10' -0" on all building sides, with off - white /light beige EIFS finish and prefinished metal coping above. The front entrance element is thin - veneer stone, capped by an EIFS and prefinished metal cornice. The front of the building has a matte black aluminum "eyebrow" above the windows, with two colored horizontal linear LED accent light bands on it. Windows are typically dark bronze aluminum, except for a clear satin finish at the drive - through. Several of the windows have metal and red - fabric awnings above. Roof mechanical units and exhausts will be fully screened from view, and all lighting fixtures will be full cut -off type. The trash enclosure at the southeast corner of the site will be clad in brick to mach the building. ' RECEIVED SCP 14 1010 Signage The proposed freestanding pylon sign shown in the submission is 20' -0" tall, with a 3 -0 high brick faced planter at its base. It has internally illuminated "DQ" logo sign, "Grill & Chill" and readerboard signs. The readerboard has a black background with white letters. The aggregate profile sign area here is 86.6 sf., less than the 100 sf. allowable. The Front (north) building fagade "DQ" and "Grill & Chill" signs have an aggregate profile sign area of 62.1 sf, under the allowable 100 sf for wall signs. The West Side fagade "DQ" sign has a profile area of 19.6 sf. Site Design The site is presently accessed at two locations from the Highway 36 frontage road. It is proposed to generally maintain the two access points. MnDOT has indicated that they will be rebuilding the frontage road as part of the new St. Croix River bridge project. It is the design team's intention to coordinate the new driveway apron elevations and locations with MnDOT's design to minimize future disruption to the site. The western driveway has been shifted 18 feet east from its present location to improve the separation from Olene Avenue. The eastern driveway has been narrowed and shifted west. This eastern driveway will become the one way exit from the drive up window. The site will have 43 parking stalls, one more than is required by City Code, including two accessible stalls. The trees along the south property line have been retained. One significant tree will be removed and another will be attempted to be saved in the south west corner of the site. This 70 -inch cottonwood is in the area proposed to be utilized as a picnic area with a seat wall and picnic tables. The landscape plan / tree replacement plan is based on the assumption that the 70 -inch tree will not live. In addition to the above mentioned picnic area there will be a outdoor patio area with picnic tables. To the north and east of the patio is a fenced turf area intended to allow children the ability to run around without getting into danger from traffic. A trash enclosure is provided in the southeast corner of the site. Drainage A complete drainage narrative and calculations will be prepared for the watershed's review. Presently stormwater on the site surface drains from the south to the north where it enters a ditch along the Highway 36 frontage road. The site is covered by roughly 70% impervious surfaces. In the proposed condition the impervious area has been reduced to 57% which would be enough to reduce the runoff rates and volume. To meet watershed requirements the runoff rate and volume will be further reduced through the construction of 3 biofiltration areas that capture the first % -inch of runoff from the majority of the site. The soil borings recently completed for the site indicate that the native soils are borderline suitable for infiltration. It is therefore proposed to perform double -ring infiltration tests in the bottom of the biofiltration basins as they are constructed. If the design infiltration rate of /2 -inch per hour is not achievable a draintile would be installed at the bottom of the filtration media. The storm sewer system has been designed for this possibility. It is proposed to build 3 storm sewer structures over the existing 24 -inch pipe in the Highway 36 ditch — two will capture water leaving the site and the third is designed to pick up water in the ditch itself. It appears that these connections will require a MnDOT drainage permit. Site Utilities All utilities required to serve the site are available in Highway 36. We have attempted to determine the size and exact location of the sewer and water services for the existing building without success. It is proposed to reuse the services if they are of sufficient size and in good condition. If during construction it is found that this is not the case the contractor will need to cross the frontage road and connect directly to the mains. Since the proposed use for the site is a restaurant a grease trap will be provided as shown in the plans. The plumbing system will be designed so that the restrooms and other non - grease laden wastewater can bypass the grease trap. It is not clear at this time if code will require that the building will require a sprinkler system, therefore the water service has been sized only for domestic flows. The gas, telephone and electric service locations indicated are preliminary in nature and will be adjusted in the final plans. Certificate of .Title No. 67062 Transfer from No. 55714. Originally registered the Fourteenth day of March, 1949. Registrar of Titles 11, Page 6, Washington County, Mi nneso t a. STATE of MINNESOTA, = REGISTRATION COUNTY o1? WASHINGTON This is tO certify that I CROIX OIL COMPANY, a Minnesota Corporation residing at P.O. Box 15. Stillwater. Minnesota 55082 is /are now the owner(a) of an estate; in fee simple, of and in the following described land situated in the County of Washington and State of Minnesota: All that art of the Northeast Quarter of the Northwest Quarter (NE 14/ of NW 1/4) of Section Four (4) Township Twenty -nine (29) North of Range Twenty (20) West, described as fcllows. Beginning of a a p��o North line of the said Northeast uusty (230) fee West of the Northeast asst of the said northeast South o a lin aralleel the East ( l li ine / Of o the aid northeast Quarter of the Northwest Quarter (NE 1/4 of NW 1/4) three Hundred (300) feet to a point; thence West on a line parallel to the North line thereof Cure hundred ninety (190) feet to a point; thence North on a line parallel to the East line thereof three hundred (300) feet to a int on the North line of said tract; thence East along t Nor line thereof one hundred ninety (190) feet to the lace of begizrniung subject restr or record easements, pow line easements and , Subject to the encumbrances, Bens and interest noted by the memorial underwritten or endorsed hereon; and subject to the following rights or encumbrances subsisting, as provided in Section 508.25, Minnesota Statutes annotated, namely: 1 Liens, claims, or rights arising or eazsting under the laws or the Constitution of the United States, which this state cannot require to appear of record. 2 The lien of any real property tax or special assessment. 3 Any lease for a period of three years when there is actual occupation of the premises under the lease. 4 All rights in public highways upon the land. 5 Such right of appeal, or right to appear and contest the application as is allowed by this chapter. 6 The rights of any person in possession under deed or contract for deed from the owner of the certificate of title. 7 Any outstanding mechanics lien rights which may exist under sections 514.01 to 514.17. In Witness Whereof, I have hereunto subscribed my name and aff=d the seal of my off this Twenty -fifth day of June 2010 • � ` ?!r� By Christine Sobs /� Dep uty Regis!A- ofTitles,Inandforth *' * p Doc. No. 1199590 Countv of Washington F: ° a $= State ofMinnesota RECEIVED SEP 14 2011 Washington County Treasurer Washington County Treasurer Phone: (651) 430 -6175 14949 62nd Street North Email taxes @co.washington.mn.us ;? P.O. Box 200 Return to Stillwater, MN 55082 -0200 Summary Tax Summary Last Update: 9/6/2010 1:24:24 AM CST PIN Number: 04.029.20.21.0012 Tax Roll : 1 - Real Property Current Owner Property Address CROIX OIL CO & ATTN MARK J OGREN 14447 60TH ST 1749 GREELEY ST S PO BOX 15 STILLWATER MN 55082 Property Description TAG Section 04 Township 029 Range 020 6101 OAK PARK HTS- 834 - MSCWMO Tax Bill Totals Current $8,791.00 Delinquent $0.00 Amount Due $8,791.00 Current Year Tax Year: 2010 Bill Number: 423328 Net Tax Assessment: $17,582.00 Period Due Date Tax Penalty /Fee Interest Total Due INST 1 5/15/2010 $0.00 $0.00 $0.00 $0.00 INST 2 10/15/2010 $8,791.00 $0.00 $0.00 $8,791.00 Total Due: $8,791.00 Delinquents Year Bill Number Tax Penalty /Fee Interest Total Due No Delinquent Records Found Payments Last Paid Bill Number Tax Year Amount Paid Receipt Number Paid By 05118/2010 423328 2010 $8,791.00 U10.12169 05/18/2010 41705 2009 $399.81 U10.12169 10/22/2009 41705 2009 $9,133.60 U09.19496 n 10/19/2009 41705 2009 $8,155.00 U09.16756 10/0612008 41705 2008 $7,933.00 0488305 - 001713962 05/12/2008 41705 2008 $7,933.00 0450295- 001693682 C�jOl Tax Assessment for Tax Year 2010 g Tax Year 2010 Bill Number: 423328 Class Code 1 - Real Property Authority Gross Credit Net Tax CITY OF OAK PARK HEIGHTS $3,193.22 $0.00 $3,193.22 FISCAL DISPARITIES $4,627.03 $0.00 $4,627.03 ISD 834 STILLWATER $2,149.26 $0.00 $2,149.26 METRO COUNCIL $59.57 $0.00 $59.57 METRO MOSQUITO $34.71 $0.00 $34.71 METRO TRANSIT DIST $97.14 $0.00 $97.14 SP CITY OF OAK PARK HEIGHTS $201.62 $0.00 $201.62 STATE OF MN $5,085.45 $0.00 $5,085.45 WASHINGTON COUNTY $2,041.99 $0.00 $2,041.99 WASHINGTON COUNTY HRA $77.96 $0.00 $77.96 Taxing Exemption Taxable Net Rate Gross Credit Net Tax Authority GENERAL $0.00 $7,283.00 0.0107050522 $77.96 $0.00 $77.96 WASHINGTON COUNTY RRA $14.05 $0.00 $14.05 Net Tax $17,582.00 The Washington County Property Records and Taxpayer Services Department makes every effort to produce and publish the most current and accurate information possible. No warranties, expressed or implied, are provided for the data herein, its use, or its interpretation. If you have any questions, please contact us at (651)430 -6175 or Taxes @co.washinton.mn.us. GARTNER STATE HIGHWAY N0. 36 RESTAURANT - -- ....._... _._ . ........ ........-- HOLDINGS, LLC 10 SOUTH FRONTAGE ROAD — rill STILLtxATER, NIN 55 82 I ' '' ..__...._. 0 I� I ' J M.S ' � fi :� 118 SOUTH IN STREET BOX 36 Fn ' ' - [)Q I Ica STILL \X OTER MN 55082 fmII - C/O THICK LYNSKEY G !, 't T'CL (651) 439 -1412 'I LARS ON BRENNER Oman ' 807 i�c;.Lk? t,"O St'CE: _ _� I I I I ; © T e l ephone: (JEiUgE': p f Lij l,� .. _ is 051 430 - 005o OAK PARK HEI GHTS II I. I� MINNESOTA e 7 PRELIMINARY SUBMITTAL SEPTEMBER 14, 2010 RECEIVED SEP 14 2010 . LOCATION MAP PROJECT CONTACTS LEGAL DESCRIPTION REVISIONS 09/11/10 PREUYNARY SUBMITTAL THE FOLLOWING LEGAL DESCRIPTION AS SHOWN ON STEWART TITLE GUARANTY OWNER/ GARTNER RESTAURANT ROGER GARTNER COMPANY TILE COMMITMENT NO N7753. DATED JUNE 30TH. 2010. T DEVELOPER HOLDINGS. LLC PUBLIC WORK K OB99 NOR HAYFIELIEL D CT. ALL THAT PART OF THE NORTHEAST GUARTER OF THE NORTHWEST 1 TH w 10599 O R, uM V OUARTER (NE 1/4 OF NW 114) OF SECTION FOUR (4), TOWNSHIP SHEET INDEX TWENTY -NINE (29) NORTH OF RANGE TWENTY (20) WEST, DESCRIBED AS LYNSKEY PROPERTY MICK LYNSKEY I FOLLOWS: BEGINNING AT A POINT ON THE NORM LINE OF SAID ANAGEMENT LTD ELECTRIC NORTHEAST OUARTER OF THE NORTHWEST QUARTER (NE 1/4 OF NW 1/4), a 11B SOUTH MAIN STREET Al BUIpNG PLAN. M--S. 9GNAq PO BO% 36 T (651)419 -1012 11 TWO HUNDRED THIRTY DUAR FEET WEST OF THE NORTHEAST CORNER Qi ME SAID N OR TH E AST QUAftiER OF THE NORTHWEST QUARTER (NE 1/4 C1.1 EWSIXIG —.—S RAN ARCHITECT LARSON BRENNER ARCHITECTS B NC SOUTH ON ME LARSON, AIA NW 1/4); THEE A ME PARALLEL TO THE EAST E OF THE C12 OdOUTION PLAN O 8D7 NORTH FOURTH STREET I TELEPHONE SAID NORTHEAST OUARTER OF THE NORTHWEST QUARTER (NE 1/4 OF NW C21 511E PUN STILLWATER. 11N 55802 1 /4), THREE HUNDRED (300) FEET TO A POINT; THENCE WEST ON A ME C12 O I-5 i T (651) 430 -0056 PARALLEL TO THE NORTH LINE THEREOF ONE HUNDRED NINETY (190) FEET C31 CIWL RHO DEVELOPMENT STEVE JOHNSTON. P E. TO A PONT. THENCE NORTH ON ALINE PARALLEL TO THE EAST ME C3.2 G RADING PUN Development Consulting W FRONTAGE ROAD ENONEER/ CONSULTING PILAR SARAITHONG RLA TH EREOF, THREE HUNDRED (300) FEET TO A POINT ON THE NORTH LINE GRADING 6ETAl5 j(; . I LANDSCAPE P.O. BOX 357 T (81 $) SB2 -4804 NATURAL GAS Of SAID TRACT, THENCE EAST ALONG THE NORTH LINE THEREOF. ONE C4.t UTILITY PLAN = I E X N D E 0 NINETY (190) FEET ME PLACE GINNING. SUBJECT TO G 2 UT OETALS 60TH ST N LONG LAKE. MN 55356 F (952) 476 -0876 ISTIN - U HIGHWAY EASEMENTS, . POWER LINE EASEMENTS U AND SUBJECT RESTR ICTIONS C4 UTILIUTY DETALS P.O. BOX 357 of CITY OF OAK PARK HEIGHTS JULIE HULTMAN OF RECORD. WASHINGTCN COUNTY, u1NNESOTA 1 TREE NWSORVATI0M1 RAN LONG LAKE, MN 55356 PLANNER 14165 OAK PARK BLVD. N. IL1 L2.1 IAtKUSCAPE PLAN F i PO BOX 2007 T (951) 351 -1661 L7.1 LANDSCAPE DETAILS PMNe61L36$-1MY o < CII 1 OAK PARK HEIGHT, MN 55082 F (95 1) 439 -0574 WPPP c < J SWPPPI.1 S PLAN FAX: fl2 76 W < G W PLANNING THE PLANNING COMPANY, LLC SCOTT RICHARDS. AICP _ N r CONSULTANT, 3601 THURSTON AVE N E1.1 u.— ft. WI 100 T (763) 231 -3840 57TH ST N WI L T . uN 55303 F (763) 427 -0520 CITY SONESTROO. ROSENE. ANDERLIK CHRIS LONG ENGINEER : ASSOCIATES, INC. GRH10001 ST, III WEST HIGHWAY >6 T (651) / ST. PAUL. MN 33113 F (B31) X %% i WATERSHED MIDDLE ST. CROIX WATERSHED 55TH STN a DISTRICT MANAGEMENT ONA NI W., 1380 WEST FRONTTAGE GE RO ROAD. I N-TH HIGHWAY T (951) 275 -1136 O NOT TO SCALE STLLWATER. R, MN 55052 F (951) 273 -1254 . . . . ............... . ............ . ... - — — ------ ... . ............ .... . . .......... GARTNER .. ...... . ..... . ....... .. .... . ..... RESIALF HOLDINGS, LLC Li I..YNIIT-.Y PROPERTY MAIN AG E NIE NT LTD. t V11 co-, REAR ELEVATION - 50VT4 ........... .... .. :j . . .. . ........ ... ......... . ...... S� J .. . ...... .... . OAK P.AX K HE IGHTS, 'OTA Ll F j .. .. . ..... ... . .... . .. MINNES Zl, . ...... .... 4 . ...... ..... BRI j fA ....... .... . .. .................. . ..... . ........... ..... . .... . FRONT, ELEVkTION NORTr. FLOOR PLAN RY PRELINUNA SUBW TTAL T 0 I-If 10 n�L 4— ...... . ....... . .................. _q . ........ . a-A .......... .... . . ...... . .......... . ....... . . ......... . . ... . .... ....... r6'll FLA N - ELEMPMONS 51DE ELEVATION (DRIVE THRU) -Ei�5T- _�X tL�YAP�YN NOTES ... . ... . ............. . ..... .... 171 . . . ........... . .......... ID .. . ......... ......... . m Dc%'elOFlTli2qlL C onsulffilg . ....... . ..... ..... ..... .... ...... .......... . ..... P.O. BOX 3F7 7 ........ ..... 77 I. LIA'A I IONS .. . . .............. N0. A1.0 .. ...... . ... - . ..... .... .................. . . . ... . . . ............ f_'* 7­ E 5ire ELEVATION OTRAw�E) wE5T- BUILDIWO 5l(5KA(,E CoLop- OWNER /DEVELOPER 60TH ST- N. GARTNER EA' AD LANE RESTAURANT STATE HIGHWAY NO . 3 6 BUILDING SETBACK & ZONING INFO LEGAL DESCRIPTION: HOLDINGS, LLC EDGE DF &TMwWS N (PI.BI.IL BITUr1N0u5 ROAD) b > IIA`NNU 117 {1FIEID CI P - - THE CITY OF OAK rtuan I'Ex. ns ssl«L 9Y> - _ EocE a wrLrslals . _ - BUSINESS (PER E C y tie Commitment No. 347753, dated June 3 - .._ "_ - .... ..... . - -- ... PARK HEIGHTS SfTE) . d ZONING: B 2 GENERAL 8 owing Legal Description as shown on Stewart rte Guaranty s ..... ... ....._ _ . _........... ........ ... _..__ ..........._' ....._.. -. -.. _.. _ _... _.. ...... _..: _ _ _ _ .. ...... -. 910 ........_... — — — — rtheast Quarter of the Northwest Quarter _.. ...... .... ..._... ... GB_M ...__ ._._. . —. - - BUILDING SETBACKS: A ll that part f the No .. _... .. . __ ... ...... - _ - - - -_ ... ...... ....__ aF - t _.... __ _.. ......._._._. ...._._......_. ..... .... .._ .......: _..__ _.. .._.... _._..._. _. SEL ?4 R10.R Township Twenty-nine ._._ -__ ._.::_ .... .. .. ..._ ..... _. - ...- _ _...,__.. _. ............ _ 4 0 6 :' - - .:: (29) of Range Twenty (20) West, described as fo FOMD WASHNGTON REAR 20 FEET .. d 5!W nH ..9dT 6 .... x 9W 3 ...._... y. .... .. x°033 > {ZOST > TTING Pl18LK RIGHT OF WAY TD. > Rn -910 r ... .* . ._ ... ..... x q09. - ......... s NT HEIGHT 45 FEET Thirty Tir 9 MAXIMUM ItP - 06 - -',> x 90 o c�� CAST RoN SIDE � 10 FEET (20 FEET ABU Beginning at a point on the North line o said Northeast Quarter ml V.lrt++ . _ of the Northwest Quarter (NE 1 /4 of NW 1 /4), Two Hundred T itN - rn (230) feet West of the Northeast corner of the said Northeast Po tKU w °b9 EDGE 6 N11.raHglS - `Pip _ _ _. .." .._.. 2 .. 07 - 9 EDGE OF &iS mkt 1/4 C /l3 aIICA LS'NY.I:1' 9, 9 90 6 (PlsLlc a1rllrwmUS ao4D) POa'c IASNW T ° ps, VERIFY ALL BUILDING SETBACK INFORMATION WITH THE Quarter of the Northwest Quarter ME of NW thence 1n.msn +w:n_ 9� SOUTH FRO TAGS ROAD, . °� p 1 P0551BLI, POWEa, 1 I o CITY OAK PARK HEIGHTS PLANNING AND ZONING South on a line Parallel to the East line of said Northeast a e o DEPARTRT MENT. Quarter of the Northwest Quarter (NE 1/4 of of NW 114). Three x 963• III - + 1 L!E EASEMENT MR a BA D ON NF Hundred (300) feet to a point; thence West on a line Parallel to the 4n -9093 1 POS56LE POWER i 4 pB 3 (WE51 MSC.) MSC.) / -. NORTH LNE OF THE NW I/4 6 SEC 0 4 Hundred Ninety North Ilse thereof One East lin feet re a Point; 1, LNE EA5E2ENf , ; n 90 .B rry -9oL5 • _ -� SR.9'O1 X 2.9 � - - -- , Iv ] E Thenre North on a line parallel to the East Ilne thereof, Three I - - 190.00 EDGE O B0 ew ou e = " - -_ �,1 589ro1'19'E I + Hundred (300) feet to a point on the North line of said [raft; ` I ��d' . _ 000 _ d FLOOD INFORMATION: thence East along the North line thereof, One Hundred Ninety ^, ,�„o o ' �w dl � rH o , r u _ -L °s _ - _ y -9oe ] s „ ' - a•> ra ° =.s , `�",n 1 _ __ and restrictions of recD d, ° °!P 7 GR AVEL b7 GRAL (190) feet , ow place a beginning, subject to existing hl9hwa v -9031 1 9og7 "` ^`- -` - - -- -- _ ___ -" BV GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE % easements, power Ilne easements \ a° 9 9 p 408b ; x 90 „oi - - - �'T z <•¢LP.N89 4 o1'w - - - -> F o 3 8 vos i5'crip ] z4RC�� - S - - ) OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL Y r i \ ``i ti -' 3 NO. 27163CO262E DATED fEBRUARV 3, 2010. ZONE X IS AN Washington ngton County, Minnesota. sota. 1 <'4LP S + '- AREA DETERMINED TO BE OUTSIDE THE 0.2 %ANNUAL /= u3996 � .., - t..... _...__.. ­ FOUND ma . "_ , . o oP ri ...... ....... __ up `, ... ._..._.... 907 ..........Y.._._.. _.. _....__ _." C, A 2 WTH CAP MARKED e IRS �> p °' gp9g ofr + PA EXISTING EASEMENT NOTES: BD% ;�._ ,� Sx;N ..BP -SET PX. NAL EXISTING PARKING ee9 o N RLS N ] a STEEL - gnu +NOUS I NOarH aF a/w ` "' v aaw �,_caNC. ) ....... . - I vosr'+ d - -- _ _ ___ ._ _...... ._ ...... + `._ 08 .. ___�....... 1 _ s$ b 910 PPD OB ._ 6 tie Guara Company itle -- - ° s ^ _ -" OTHER NON STANDARD PARKING STRIPPING EXISTS. Ch No. 347753, dated June 301h, 2010. O -srs rw 4 w . "EOCE o 7 N ­ - ­ 9 .... easements s shown on Stewart TI an T I MINNESOTA HEIGHTS NV-9044s Rn -91099 y 3 :,' bg9 g e 9 EOGE R NTUWOUS J 9 TOTAL EXISTING STANDARD STRIPPED PARKING STALLS : The following are e z a T Nv- 902.4N - I M 0 - CD FR - ,AC I °. °� 11. Subject to South Frontage Road as shown on — liable maps. The south SOUTHERLY RIGHT WAY LNE OF THE SOUTH — _ .�.a.,0�� ' ' I a`M1 E ROAD WR 1pN right ofway line for the South Frontage Road Iz shown based on q fit" Nplace Rn-910.] I 91 4 I PRO D BY MT NPLACE rtON,tENTATVN centerline and Information provided by the MNDOT Right Of Way 0J 0 9 _N 06 SYMBOLS: Dement. There Is 10 document for right of way easement. .1 I 9 " °U ' s ' - ` _ - ^ +moo may part ON SURVEY) t t (AS - _ _ ._. __ _ OWN �^ 40' &A SH SETBAG3 LNE �_ + WpERG¢OIAD MANHOLE a I PI v -✓ .9 10 GAS STORAGE CATCHBASIN Subject to possible power line easement as recited In the legal N ON description. TA.S SANITARY MANHOLE Location and width of possible easement Is unknown. (AS SH C a PAGk / OVERPEAD POWER 01RH4C2 OW 9-9 J .. ... FENCE SURVEY) m e CONCRETE DENOTES FOUND � .P ^ 3 w �^ A. ....... I + I + .. ._ .. - . « .. ............. .... ...+ 1 /2' D ENOTES IRON PIPE .^ SET 1 IRON PIPE MARKED RL o TO BE SET S 25718 as n a S ScIars 4 o _ al a SI C HY DRANT L A 0 �o + a ` 6I'. + ' aP A' GN DRAWb1G s7'--- --- -_ -_-- o c LIGHT POLE 4P 2' n � > P -m- CER �... LL UNDERGROUND nDL`� (ovEaNEAO voWta 1 9 I GAS b uE UNDERG OUN c PRELI MINARY 10 0 L J"' A 11C. v0.E5,- I VLLER SAN.SEWER ->- G p e I - " ENTS To: Croix G 1 _ WgTERMAIN Oil Company. artner Restaurant Holdings, Stewart Title Guaranty S — Cnmpaw.. SUBMITTAL •1, I ♦ - ._ +, + _ _ ._ .. .... ._ + ..... ... .... ... __ .....1 I e� -»- STORM SEWER l Nor sHOwN r o a_ I ELECTRIC MANHOLE This is To certify that this map or plat and Me survey on which It Is based were made In accordance with "Minimum Standard Derail Requirements for i W ai ALTA /ACSM Land Title Surveys; Jointly established and adopted by ALTA, AGSM _ rerER 09 s + ' I _ 3 17 and REVISION a e _ i and NSPS In 2005, and Includes Items 1, 2. 3, 4, 6, 8, 9, 10, I )a, 71, 16, ELEO m a ° Il UNDERGROUND UTILITIES NOTES: 1 g gr7ame a thereof. Pursuant m the Artnaty sonaarea a: ad opted by ALTO .-eiR N DATE Z V i( I and NSPS and In effect es sional opinion, az the date of this C regitlon, undersigned further PRELIMINARY ISSUE 8 -25 -10 on % 00 y z THE UNDERGROUND UTILITIES SHOWN HAVE BEEN res a Land stered In [he UPDATE UTILITIES 8 -30-I0 C cetlFles that in mY prof o ; ° Z LOCATED FROM FIELD SURVEY INFORMATION AND S[a[e or Minnesota that the Positional Uncertainties resulting from the survey ........• , S I ' EXISTING DRAWINGS. THE SURVEYOR MAKES NO measurements made on the survey do not exceed the allowable Poshional E z 4 - / ; 110 +> GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN Tolerance. Q' I - - - - - u� -- - _- -- - I+ I d AS COMPROMISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES CORNERSTONE LAND SURVEYING, INC. TER I N Il NOT WARRANT THAT THE UNDERGROUND UTILITIES Dated: 8 -25 -10 I SHOWN ARE IN THE EXACT LOCATION INDICATED Revised U A,- -------- , ap1 w ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED _ + .s = AS ACCURATELY AS POSSIBLE FROM THE INFORMATION gy .. - _ t _ - - I AVAILABLE THIS SURVEY HAS NOT PHYSICALLY LOCATED Dan CThumtes _ _____ _ 104 41 yy I THE UNDERGROUND UTILITIES. GOPHER STATE RE TO The Stew Title Guaranty Compa Title Commitment No 347753 dated June I = i S I � LOCATE TICKET k 100431461. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPO nV + a , �_ _� e „ _ y ¢n 0 WE ARE UNAWARE REQU Y EXIST. TIONAL UTILITIES OF WHICH 30th, 2010, as listed above was yelled upon for matters of record. Other Af70RE55 Y { w5 111 easements my exist that were not shown In this commitment and are hat shown eq Ia ;� A.,n po :a _ 911 -_ .. .. �t pnhH rn Y 4 4 4 7 � w`e1F ; P055r3LE POWER a u TREE OTH ST N r 1 1 .T 9F LYE EASEnENT 1 T INVENTORY AREA: _ I 6 TOTAL AREA T OF WA - 4,0 1.31 ACRES / I { f I I / AREA OF RIGHT OF WAY 4 077 SQ.FT. / 0.09 ACRES TAG TREE TYPE De # �t 9 ZOZ 7 70 H_______ T _ I'IDYFO`TOZ 7IOO�Z I > M1 I at 3860 Cottonwood riple 3861 er N/A SURVEY NOTES: .. _......- _._. .. .. .... .._._ .. _.. ... .._ F 3862 Wales i Walnut �q0 3863 Ash 11 1. BEAIUNGS ARE BASED ON WASHINGTON COUNTY 3864 Cotonwood 40 — - F "� !�.,'. :, '" -• 3865 Cottonwood 24 SECTION BREAKDOWN INFORMATION NAD 1983. 1 t 0 3866 Cottonwood 20 2. UNDERGROUND UTILITIES SHOWN PER PROVIDED B S tnu #8 o I `� " o-b `�`, '! . O . :�'. • a a o ONE LOCATES AND AS- BUILTS PLANS PROVIDED BY 200 E. Chesmul StrSo" y 111 ` ,,, • >, g 1 I (s� •, ;: +° o - - - - -i - - - - a 41 ��, rocF nF 3867 Cottonwood 31 Mostly dead THE CITY OF OAK PARK HEIGHTS ENGINEERING SWAwaer, MN 5508 `�'�' : • b ._. 9R ttonwood 2S Double 3. ELEVATIONS ARE BASED ON BENCHMARKS AS PI F 65 Fax 651 275.8 7fi ° °r7 913 ' ' aae > ° 3870 Birch 8 SHOWN ON THE MNDOT GEODETIC WEBPAGE dan® 3871 Cottonwood I a 6 Double 4. THERE MAY SOME UNDERGROUND UTILITIES. GAS, casurveY qfg 3872 Cottonwood 24 ELECTRIC, ETC. NOT SHOWN OR LOCATED. •nel S° . ` „. srw 3873 Ash 7 1 > . ..... qp...._ . .. ..... ... ... ', _ iA �.. ..y: :. "'"'... ✓�` _ _. ._ i'a ` 915.............. ... ..... ... .. - .e b nH v ,\ a +�,n . (, .,.,.> . ' _ > ... ma'gsefl..:,:;: ± e�P - ` <' _ • >� .. e _ ...._ .. _._ ... _.. .......... za ca VICINITY MAP NV _90911 + w 0 I P -^_, ^.,..,,. ....✓ .:� ^"-.. �^ � ,.,. -, � .. _ N "µ.:.M -,. .. ,,,,'..d41'V ✓.,.�_ r'i. ... + ^. 4: `w ,920 ::.:..�.. .. 6 NGHWAY 36 GLLaEipR dLI a aW _.. V; _ _..... ::.• • x - 9,R4 Gopher State One Call CORNERSTON p -r9-6 - - — --- - - - - -- -- r .. -__q$_ P / , VV F2, L I w P + q A ::. ; 7— / Tww Crn`_ -as4 -0001 — Y + o SitE LANG SURVEYING, IN _ _ 9� v S89 '29 + v '10 % rouratE LSE -1166 FOND 1/2' RCN x 420? (EAST DESG) dP SET 1/T R0N 1 wry1 N 0a yA CE 11 -, r POE eEO RLS 24331 415 25] ♦ , +P w z j v CB I 18 Ty1J"' d` I $IEET l l . an- 9t3.z PARALLEL wlrH rIE .26TH- _ _ T �„ - EXISTING Nv -9136 StR U. OF TIE NW 1/4 M SEC 4 0 20 40 ".20 1 ° °— — —'P- — g F *D� I CONDITIONS — K 2 — — —. — — — + x 922.e PRO u, I I °2oa T 91p I ECT NO SCALE: 1 INCH = 20 FEET O VICINITY MAP NORTH GRH10001 C 1.1 � I I SfRpw W wNGTp/— CE20W, CW I I FII-E C13T✓c 60TH ST. N. NOTES OWNER /DEVELOPER EASTBOUND LANE I BACKGROUND INFORMATION TAKEN FROM BWNOMY AND TOPOGRAPHY SURVEY GARTNER STATE H /CHINA Y NO. 36 PERFORMED BY CORNERSTONE I V . I IN MNESOTA, ON AUGUST 25. Y C FOR EXPRESSLY FOR T HIS HIS P R OJE O$CT VERIFY FY ALL ALL FIELD CONDITIONS RESTAURANT AND UTILITY LOCATIONS PRIOR TO EXCAVAMON /CONSTRUCDON IF ANY FOR N E DISCREPAN HOLDINGS, LLC EDGE OF BrWMINlV,S (PUBLIC BITUMIxW$ ROAD) OR UNKNOW TIWS N UnUTIES ARE FOUND THAT IMPACT DESIGN OR WPAIR rr.GE OF pITUN:hOUs 2 ENGINEER AND OWNER SHOULD BE IMMEDIATELY NOTIFIED STNFIA - HAY1IFIDET __"5 _______ -___ - __ -- ....___ OJ ,AN MRL - - --- - ----- - ._ ._.._ -... ._ - __• - -. _ -- ---- --- ---- - - -- -- -- -.. _ CONTRACTOR SHALL BRING ANY CHANGED OR UNFORESEEN - ___ '•910' COULD RESULT IN ADdnplAl COST TO THE ATTENTION OF THE OYMER AND K SHALL . .. ..aa __ - __ ...___.7 _. _- _ ARE DISCOVERED 0 A . .... _ _____________- _ ,.- __.... ___ RESULT W REJECTION OF AIMS FOR ADDITIONAL COMPENSATION. _ -_. _. GB MH_. - _ . ---- ---- -- _. _ . - -- „ --- -_ - -- _ , _.. : :.... : __ -0 �Y - 9O r^ s PROTECT µL STRUCTURES AND LANDSCAPE NOT LABELED FOR DEMOLITION iR01I Y PROPERTY M ..- ----- ' - -- - ..._.._ . _ ._... --- - -... — _ _ TD. R:M- 9103':- :_._.__. _..____._- . . _ NY=69as s - - -- -- - ' -- - - -- "- j .._ T.E - -' -_. --- : `.;L .......... ........ . ..... •' --...- --- - -- -- .... - -- --- ._ CON ....- ---- .__... - - -, I$ MANAGEMENT L J T DAMAGE DURING CONSTRUCTI ANY AR AS DISTURBED - � D GE W I ON SITE OR Oii SITE E _. -, .___. .__. -- 9 ^6 DIRECTLY OR INDIRECTLY TIER TH THE EXIST RE� CON TRA C TOR TRA A TCA L; F' -. _... _ ___. __. WATERNAIN DITION EWM. TO OR AN TIN CONd '' i EUri. OF ESNNWOJ•.i - - - - - - - -- - - - -- � - i - y -- - - - SOLELY REIX1 CONTRACTOR FIXt ANY CIVIL PENALTIES RESULTING FROM THEIR WORK TKT BTI] V. � ! 9,c" f '9 09 ' ( PUBLC BITUMI NOLf. 'h(A0 UNDER THIS f PO)- EOGE_OrrBl`UUINLWS S SIIIlM.YEF.0.MNiyN? SOUTH FR /f GE ROAQ ' G, I a 1 >$AWWT WNLWNWS /'•� ! POSSIBLE PONEFt �, ryo pEUOUnox MATERIAL$ SHALL BE DISPOSED a ON -SITE ALL DEBRIS $HKL +tiI PAVEMENT _. -. -.-. / /- / / / UNE ^ E ^!EME BE HAULED OFF -SITE TO A DISPOSAL AREA APP BY APPROPRIATE "C8 'te CB MH GOVERNMENTAL AUTHORITIES FOR THE HANDLING Oi DEMOLITION DEBRIS. WORK • HIM =909 POSSIBLE POWER l i / / / / / ^ r • LINE EASEMENT :__ / ftIM =SOi 8 511E $Hµ1 BE LEFT IN A CONDITION THAT YINIY12E5 EROSIOx POTENTIAL OIJ' A PROJECT ; IN': =9U1 5 •, ' V t PROTECT GAS UNE RIGHTLY BASE. _ SAWCUT BITUMI OUS ,ryv= X / DIN ] ��� ^ ^ ^_._� � : OF III.IINIVCU REMOVE GRAVEL,, __- PAVEMENT CON 5. UMi - G S 5 \\ `R VEL - _ _ _ i j_CO N CONSTRUCTION CTI A TO THE CONSTRUCTION L IM I TS N SHO L OCAL ORDINANCES B MH \ • , ___u - -_�_� �\ � ` V ,l\ '. \ . '�' .` T _ - - _ - - - \ _— — PLAN. ALL C STRUCTON ACTIVITIES $Roll COMPLY WTIN LOCAL ] = ±us n; w =_ ay e R� \ °" ' - . _ AVF r `, I 6. GONS1RUCnON ENTRENTRANCE OPERATIONS ALLO AND SILT SHEET C3LT FENCE SHALL BE M A PLACE A$ $OO ER SOON A$ / .jj � ~ 15 ` _ ___!_________. ___. ____________ DEMpUO0N W ., LL SION CONTROL t - - _ .- _,�. ll MEASURES AND APPROPRIATE STAGING RCP I a 1 9•ay ,� / C'' 2a RCP a �. Fr�Bfi�. -� _ _ - r- r l `/L / � IV5 "GIMP � y 1"`- FE =90 ] ^<'RCP �. �` � En5nN0 TREES NOTED FOR REMOVAL SHALL BE REMOVED IN n&lR ENTIRETY FROM w na • Ira v .. - — — — — — — ME SI1E, INCLUDING ROOT STRUCTURES, NO CLEARING EFFORTS $Hµ1 BE ___ _ - -_ - I ...__ _. _. - REMOVE _.._...... -._ ` — STARTED WTHOUT THE CARETUL COORDINATION WM THE OWNER'S REPRE SENTATIVE EuOVE' _ REMOVE SIGN Q " ' TELC J CULVERT .. y07 -- __.. __.._... ._ MARK TREES TO RE SAVED OR REMOVED CONTRACTOR TO PROTECT L SON C ERE V I I ` 0 - 80X _ I...- . .. 51GN STEEL - TREES. REPLACEMENT AND POSSIBLE RESTIIUnON, II UN AUTHORIZED REMOVAL WLL q I q "' �• .:'i I ? OIJC - .... l L . POSTS POST TREES. SHRUBS. ME VE ND PPS WHERE NOTED UN - - -. . ____— I�1 ,I '•_9) nl* AD • - Nw REMOV PAD 3 .... _.._ I "'PPP•••••• 0 -.,, \ - '-'- -.., OZ- 8 PRO VmE NECESSARY BARRICADES. SUFFICIENT LIdNTS, SIGNS AND ONE R TRAFFIC - _ /' C�GC Of 'E SIGN _ _ . ._ .. -- 90n. '-0-'- _,I' CONTROL METHODS AS MAY BE NECESSARY FOR ME PROTECTION AND SAFETY OF r•1 =9C95 I J _STS MH I I I9 I I {;, R :ymg109 a \ \ EMOVE LIGHT OLE �� C BITUNI`IWS Wf +G- THE PUBLIC AND NAWTNN THROUGHOUT TINE LIFE OF THE PROJECT OA{ PARK HEIGHTS, NV =90495 O_ OF INV =90_ AN 1I I I j '�U CR I IrvY =9060 _ \ \ R r yglb 9�O pF I REMOVE TIN S COLUMNS, CANOPIES. MINNESOTA _ \ \ �I 1A y 6' FOOTINGS. FOUNDATIONS AND ANY NY AS FROM ATED CONSTRUCTION W ITS ENTIRETY 10 9] C 1 :: I ^ i _) E YAIERIA F 55 BAL BE REMOVED FROM THE SITE IN ACCORDANCE W1H µL MATERIALOETERMNE0 BY AN D THEEN RON RE QUIR EM E NTS. AL ENGINEER ENT HAZAROWS ARCHITECT ANY - _ _ = SHALL BE REMOVED IN ACCORDANCE W TH APPROPRIATE REOUWEMENTS. Q REMOVE OVERHEAD POWR LINE _�.� -- - _. ._ - _ _. _ _. :JNOERGROUNO m � AU- PRIVATE UTILITY OWNERS FOR THE TERMINATION OF E GAS STORAGF REMOVE EXISTING PAVING AND BASE MATERIAL STING "_____ I I� :WL THAT CONFLICTS WITH �L CVEPNEAD TA POVrER \ I ; ry S PROPOSED PAVING, GRADING, STRUCTURES. ETC. LARSON I , o n� ASSUMED LOCATIONS of wA•1E1 He BRENNER T OT L SHOVM E / \`' k SANITARY $ERNCES. (NO y ,e ^_U 11 REMOVE ALL EXISTING SURFACE SITE FEATURES INCLUDING, BUT NOT LIMITED TO, c _, _ RECORDS AVAILABLE) 9•I 'JV•`" , ! CONCRETE AND BITUMINOUS PAVING. CONCRETE AND BINMWWS CURBING, — In ' �M YY '� • MOVE UNOERGIT ND \ 12 Ii! WALKWAYS, FENCING. RETAKING WALLS. SCREEN WALLS, CONCRETE APRONS, 4TE - _ - - _. .. ... _.. ._ ._ ._ .. ... ... ._. _. ... _. LR. ONSTRUCnOR OULA UNLESS NOTED G. AND S L WA W N �0 �L ( FGHTING AND RELATED FOUNDATIONS, SITE SPECIFIC SIGNAGE AND RELATED TI „ I + ,,• E UTIIITY - (BY OTHR 5) ' -n OU DATIONS, BOLLARDS. LANDSCAPING. AND STWR YS TW 1HE R �:S It m ' �__ -_v___ j11I REMOVE LIGHT POLE /" y . - - -- ' - I � 12 LOCATE E PER NO SERVICE 6 TY OF OAK PAW HEIGHTS OR IN T$ STANDARDS CONDITION REMOVE BACK �� 6 -3 ; \ \ a y 3I V I, TO MAW PER CITY HEIGHDARD u rc - - - _ = 3 COORDINATE "N XI ,V_. - I -' " °- -- - - ' Ct +C _ r y ELECTRIC. TELEPHONE. CATV, ETC. SERVICES TO THE SITE RE -USE OF ANY DRAWING _ EXISTING SERVICES TO BE AT THE DISCRETION OF THE UTUTY OWNER ^VERMEAO POTZR� Tj 7'� ,� ii I' I IY REMOVE BUILDING y - i TO LIGHT POLE;r I - fILL.ER ©RELOLAn LL OR OF UTILITY POLES $HA RE COORDINATED WTII THE LOCAL UTILITY P RE LIMI �T IVAI \1 j��) 1 9 NOi SHOWN r 'LENTS COMPANIES ELECTRIC HANDHOLES, PULLBO %ES, POW:RPOLES, GUYJNES. AND i STRUCTURES DISTURBED BY CONSTRUCTION ACTIVTES TO BE RESTORED IN - - - - - - - - - - - - 8 -2 ACCORDANCE 1H OANCE SPECIFIC OWNER REQUIREMENTS. S MI } W ' IS REMOVE STORM MANHOLE AND MATERIALS TO THE NEAREST CONSTRUCTION JONTS. 09/14/10 I 5 PLUO/BU PRILK HEAD STORM SEWER LINE AND FILL AS NEEDED REMOVE PAVEMENT (- REMOVE SINMINWSJ -' " :_•' "} i I '� JUST OR i0 INSTA OF STORM SEWER PATCH STREET WITHIN 5 GAYS OF - / aG _ COMPLETION OF STORM SEWER 77 REVISION !i I REMOVE OVERHEAD ^" C UT (BY OTHERS) �: .. _ : 13 - - -- -- =-- ..... - - -- LEGEND I i I REMOVE UNDER GROUNO L - UTILITY (BY OTHERS) ' ' '.,`< <: c - \ •4l"" _ REMOVE STRUCTURE / REMOVE BITUMINOUS-/ PAVEMENT / ""� s /' T PROPERTY LINE I I O REMOVE BIIUMINWS REMOVE GRAVEL LL u -- x STREET PATCH MILL OVERLAP NOWT Y OvERLAY REMOVE R �. g ;,,� :�« I CERTIFICATION V I 1 X �UTIUTYY Y OWNERS) < L`. u REMOVE UTIUTY v — ,` _ryr I I �� rl I REMOVE UTIUT4 POLE _ 7771 2 REMOVE TREE T .J4•N' YJ � i ' ­Illy Ina :nn NA IP SI EPOWERI >.f \ w _ �'S '�"al :UNE EAYMENT � '.A.,J^ K I , .. I I , Iu�J� - l •. C, .' __ �' -� _i L _ ...._ _ _ _ ... - - _ . :...r:._ - _ _.._ ._ _ _ ._ -_ - _ TREE CLEARING PROTECt EXISTING TREE TA �.a�l BBSf Dcle 05/11(_0 (TYP) µrJU> - IUVUY,T•- > m rs ueal of RHU 1 VIJ. C1. Y TREE PROTECTION FEN _.._. - ...._ - B ... - - - - _ _ - - - - _ 0.•wlm<'nr CPneur 9 .I • rj� 2 �.' f ,� i^'.�r', "� et i _ „•'tYy� REMOVE EXISTING TREE - I ff� I r y , : .l?�2 t; •.,u �s'�I T �REYOVE BITUMINOUS — — — — — — — — - J f I I T K ___ " I EE SHEET Lll FOR TREE PERSERVATION NOTES .''�M• „b+� .F. . °y nc r RIn rAINeu9 rRA C T C T r -r'.:: N TREE PROTECTION FENCE TREE PROTECTION ” - "- EE SHEET C3.1 FOR EROSION CONTROL AND ' l I t..Ilyy�'J - -�/'W1�"Y�'w - -- -- PROTECTION FENCE 7 .0 - -. ..._I I • -.o " I I - �.^ : �,' r -' cnr< rs BIn:wNEUS •H';k'l+`°aa I _ 4 .. J E�h , , '(;V'�,•r. ,•.' \.' S ..av ti'I • t n i...k :y_i P� b> W SAN H 1 1 \, I R.y;t ,1 ',.'______- _._.--- ' - C_ 7 Ij .- j,v•_ ,,,} ,' ,° ' 6'• ,,1, r i1 r C „ :.� ?. .. _._--- _--._..._.___- _..___.____ RIM =9,R 1 �' Y . N _; • t„ = ' - y _..... -- Development Consultin 915 _G'x�5 JH INV :9C9 _ -_ ...._______ -_. _ - A- _ I 1 `, } . = .v �•^��. ; J^�'�`�•� . - ... .. - ^ i P.O. BOX 357 — — — — — — — — — — LONG LAKE, MN 55356 \ a '�. ?� YMON1w fi1Z.WLAlM 'III CB MH - -'I i TRA CT - Q SHEET RIM=919 2 ST. CROIX MALL P. U. D. -" I B's- ".• :"j5�, I -'- , ,� I OF.Mni.iT110NPIr1N PROJECT NO. 1 b NORTH i I I r , I 0 20 40 I GRHI0001 I C1.2 Know what's belOW. Call before you dig. S r A L E I N F E L T I FILE CIO2GRR01 OW. [`� NOTES OWNER/DEVELOPER 60TH ST REET REET N. I. BACKGROUND INFORMATION TAKEN FRO/ BOUNDARY AND TOPOGRAPHY SURVEY GARTNER STATE HIGHWAY NO. 36 PERFO E BY CORNERSTONE LAND SIRA OX MNNESOTA, W AUGUST 25 AUGUST 25. 2010. N R TONE FOR TI PROJECT. . FY STI ALL ALL FIELD IN S LD N MINNESOTA. RESTAURANT ND _._..__..... ... A UTILITY LOCATIONS PRIOR TO EXCAVATION /CONSTRUCTION. IF ANY ----- ..._.._......._,.. - ...._— ._...... - - -. HOLDINGS LLC DISCREPANCIES OR UNKNOWN U A ND O ARE FOUND THAT INDICT DEAON OT INPaR CONSTRUCTION. ME ENGINEER An0 WN£a SHOULD BE IMMEDIATELY NOTIFIED IOtlM FY?RTII 6fAl'FIFJDCT -- -_ -_ -__ — _— _ 2. RN SE. SHOWN O ARE TO FADE OF CURB AND EXTERIOR FACE OF Sl'IIJAC TIFA. SIN S5IW: BUILDING NG UNLESS NOTED ON D ERNSE. 3p, MEET AND MATCH EXISTING CONORONS. PROWDE TRANSITION AS NECESSARY. • 4. ON -STE CURB TO BE 0612 CONCRETE CURB k GUTTER. MATCH EXISTING CURB LYNSKEY PROPERTY ....... _._..... ......._...._........_...._ .....-- -- ._._.--- .... _ ........ .. ON CITY S. MANAGEMENT LTD. -------- .- -...._ _..... TREETS _ p 5 PARKING STALLS TO BE STR NTH A 4' NDE N H P AINTE D STRIPE. HANO AIS ACCESS SF$ TO O BE PAINTED NM A % W OE DE 'SAFETY YELLOW TIN SOLRH 6Li0N STREET PARTED STRIPE IS INCHES ON CENTER AND AT 45 DEGREE ANGLES TO STALL. mB STILLG'.TT.TOI. AN tNkO SOUTH FRONTAGE ROAD a> MAMMUN CROSS SLOPE 1.5& ON ALL WALKS C22 CONCRETE DRIVEWAY WA p CONCRETE DRIVEY 10 APRON COMMERCIAL E)C NCRETE PATIO TO BE BROOM M94EDCONCRETE NTH TOOLED JOINTS AT IT .w.a \e APRON COMMERCIAL INTERVAL PROJECT — .61ST .' �"._ _ ... - ... _.___ ") __ _ __ BOLLARD TO BE a HIGH. 6 STEEL N CONCRETE FILL. AND PAINTED BLACK. j -- . _......... � TH -- THANK YOU SIGN _ � ° R�Oa _ ______ ___ 9�SOD BOULEVARD AREA. 3 • „. I x-101+ v \ ? • \ \ MONTAGE ROAD TO BE REBUILT 8Y NNDOT DRIVEWAY APRONS CONSTRUCTION � is STOP ENTER/E %IT TRASH RECEPTA a SUBJECT TO CWRONATION NTH MNDOT DESIGNS. SIGN CLE LON D e - 10 FR 'kCf I III � C NTH CHUTE l 6Y d; I SITE PLAN SUMMARY IN _ ,. r �`�,•� ' "t A YRW'F AV�lLT�C .:5�< '`,�- '.'�'.' � ______ I .¢ ..., U G (TYP) „'FE/6E>F. �' ,: "z '3y=.•,y"yty.< .I SE£ EEI EI T - rtl • � .M;'s ZONING. B2 - GENERAL BUSINESS DISTRICT I� aA - ;'Q =`°;s> ,c. - 'T. - ^: is �lS•• REQUIREMENT Pa ov sE o D ' 'Yf• -, I.. :.. ° „1Nt ,5S L O' -J :>::: `' -._ _ -------- - 4't:r• ��sv•�;: .G"yt. :''><r�° �ti I� rARDSETeAas Y s er° w' FRONT 40' OAK PARK HEIGHTS, 10 SIDE, 20' (CORNER LOT) �x�i : 4a -Ml. 3. nx a x < I.: 10 2 . 0• >;;. :. ..w, >:; a 4; 2D REAR t - 2D MINNESOTA I [ IRKING P SETBACKS C2.2 ACCESSIBLE • dl�+`.��.. : ARCHITECT 77277, - 5 RAMP SIGN SETBACKS 5 . LARSON \ k ` 2 ACCESSI •• G 4 2 ScNACC LE IL I uiwuLeN io RESTRICTI so.Fr O "��` BRENNER Il f. .,. r �Q ” AS -• , • PIPE BOLL INSTALL # .. __ _ _ _..._. - ._ - - _ -- __ - - _. _. _ NININUM LOT MONTAGE 100 190• 11r, f y■ �({�q :II I III k . MA%WVY 6' C. TYP) Is ..i tIlfwaim I "I� S:• „r y� F - o. d Iy� ��� ° / - � GRILL &CHILL .r_ R3Z• ,,, ti ' , L171.: - CORE 47+ = I }..I AREA SUMMARY \It!:u'_;L: •AI. 69 SEATS 1 I` B.F. 3 2,164 SQ.FT I 1 M SITE 56.963 SF. (I 31 AC) r . > 4 ;= q R3 ', FEE 911.0 S I= RIGHT - OF - WAY 4.077 5F. (0.10 AC.) - ` .':>' ; , \ �^�'' - n. 3 , y' I SITE PROJECT 52,886 SF (1 21 AC.) DRAWING I .. O CU PEDESTRIAN CURB DRIVE THR ;I l r ,I: , t -._ \ Q' - CZ.2 RIBBON NNDOW BUILDING .�=w•� ” RJPERWWS 30,93 S<. 59 z !I ,' () _ WARN PAVER 'ti✓ _ - - ._ - - - - - VEME k MASH 26.297 3 ((SCR) PRELIMINARY NTI DE TECTAB LE rn I RITUMINOU51 r - .- ..__..__. (PARKING k WaX) pl j \ �' < SUBMITTAL I I FTI ;.'.? I I SURFACE TYD 5 :..13 '^ _ •' PERNWS 21.932 Si. (41 R) 09 /14 /10 Ii I �' - A ND ' I ,I z REVISION I: PARKING SUMMARY I PH ) TYP 6 �'.�• ✓ pESSEO R ii IB. \ tt' I1 ,.CIO i I. REWIRED LLARFIDNRG STS 'E'. +Siita I DATE _ O I\` 1 STALL/ W. GROSS FLOOR OF SERVICES 27 ALL 18 J.5 , : , 36 42 ✓�'.' _. .. __ - - _ .... _ -. _ _ - _ .. __ J 1 STALL SF. KITCHEN Y STORAGE AREAS 13 STALLS : 223??9 22' I' 2 sT DRIVE THRU z az'9C ( 20' L zO I 1 Bo = PROPOSE PARKING 43 STALLS III .::, .'•„ \'c \j \ Q. WTTECU(; C22 _ _. .. -_ - - _.... .... ._- - -..._ .. .._ _ 23 STALLS �• ..) �, r�, I, BLED STALLS R �•` .j 1 ✓•(. _ 18- 9'X20' STALLS 1 I' C2 RIBBON CURB f` R38 k : �l F a: LEGEND j FER N { g 1 C B.F. 2 ( ) t ` HEAVY DUTY BITUMINOUS PAVEMENT I CERTIFICATION PIPE BOLLARD INSTALL "� ,'�^`, - ) -x• II (TRUCK ROUTE) yi' -; '. '{, 0 "�.... �•> N MAXIMUM W OC. (TYP) ,;T ,{L,, -•'y -•aN „_ C t :< CONCRETE PAVEMENT mr J.ec ,; I .2yi „ = 2as p :.,� O- n rE $`r - ,.��• _�. 6 iale 6 a Y W ' x.. w r „ a - .._ - - - - - ... ._ _ _ .. ._ .- - - ... MINNt A . .• - <- �- DRIVE 1HRU d' i.QEAT{A1>t� I \ - '<e , c gEPRE E CURB ii \ [ AL sIw _ ,:. , ' YP )� e-'; SOD - F• I� ME I 9 O 00 INFILTRATION U.S. �,1' h... / . �► I s ill I I:I C P'1. j ..v RETAWI c 7 , x 'vFx eM �"_ No Dc:e 09774; •D - I :3 .� y;, ,(/ ry W ` ARNIrvO AqA- ,••A Z: _. ... ._ _ _.. ._ _ _ i S.y.oN ° a e i•9nM <ao � H�tlx oraeW:e a on ueft at NNJ DE l TH - De�a+opmen< Cmx„�r•q Yp II BIN INWS� - O9 � ' f 5U } L FACE LICK NG (TrP) TpASR ` °V: ' .�.„ I I • I I SEE rEET (1 t�V, Ervf�OSURE � 111 - ' H s; aa;. ? ::, - - -- Development Consulting a T - .. __...._— ......._i P.O. BOX 357 LONG LA%E, MN 55356 • MONB-6T2 -342 '�I I I ., FAZ fS1�'16ai6 .. 1 EEI SITE PLAN i NORTH I PROJECT No p 20 40 I GRH10001 i C2.1 5 f. A L E I A F E k T I FILE C201GPHCI.L'AC OMRIER/DEVELOPER AT ALL TRENCHES 2/4 REINFORCING RODS SNALL BE PLAce0 IN THE LONER PORTION GARTNER OF THE CURB 20 FEET IN LENGTH RESTAURANT 2/4 REINFORCING RODS AT CAT04 BASINS NO LESS THEN 10 FEET IN LENGTH. HOLDINGS, LLC CON TROL JOINTS SHALL CONFORM N1TH um MN ST DOT SPEC. 2531.30. (f0 SPACING) LL—HdlA1F1F CONTROL JONTS SMALL EXTEND TO BOTH I( LLi('ATCIL dta: 5 — :Iw3 THE FRONT F TH AND BACKS OE CURB AND BE 2" DEEP. LYNSKEY PROPERTY MANAGEMENT LTD. 5' I 3'R 11R A)t', NNN SIRE T' 1/2 IN . M)B(rX N, SIILLR'ATFAdRi5YR2 1 :/O d111:NL1'ASNLI' �1/2•R IFtixlp aw.N:: AO RE 3 _ -- PROJECT 6612 CURB I � ©� 20" I I RA 1/2 Il— /2' D I I OAK PARK HEIGHTS, RIBBON CURB MINNESOTA ARCHITECT O CURB No SCALE CARSON SRENNER CURB TRANSITION ]- MIN. pp � Ns. i! ED DOME PAYERS ED 111s:vf ^• BITUMINOUS SURFACE 1/16' �12x12 TRUNCATED W, SEµED GRWT JOINTS 3/16• DRAINING O 8612 PRELIMINARY 1 I �EXFANSION JOINT SUBMITTAL (BOTH SIDES) 09/14/10 O ACCESSIBILITY CURB RAMP O DEPRESSED CURB REVISION NO SCALE ' Z NO SCALE RE`.•.5 ?n: LATE l v'INCR SLAG 5HA.L SHM EF P N ST R O FTEPACTE CU J. REC0f8R ON A'C IFCA SS SGRAVEl BASE tsEF sPECo-�.Ar.Ora<1 .. J/r W� ECUT CERTIFICATION IB' YAwar. ne..e f...._.__....•..._..__ ........ . ...... ... /Q OR R.O.W IIdE fAFA —A FV Il:N m rnr a. «C 9uPe.�sw:, w VARLLN` OtAI'E E�g:.ee. v �e l ire la., a :n ex�� ° i F OF PARKING STALL NINNESCTA A I `� _ I ::_iiE, Z w ow.e aet y m pna .e °r W1iNl x m STANDARD 12 "z1B" HC. SIGN n.e me u. mla v en uaat u YrtlWIMP / STVLE USDOT R) -6m _,•A,� pea:°Pmme +CmwPnO p NNITE ON BLUE RA_ SECTION A:A '�-;�'_n_ A • s No E R _ P01W OM6INTECJUL RFA RCONCRETE AS ENTA H POUR R AS ENTA e 2'X 12" STEEL POST j , f I ". iIV �'yI I II PYI EXTENDED INTO CONCRETE O FILLED 6" DIA PIPE II VI ) '! I p� Development Consulting � A E1mARSTON )OM�Tti1F) •• P.O. BOX 357 FINISHED GRADE PLAN LONG LAKE, MN 55356 '�_ NU SCAtL PHONE: 61}.]621BDB I I : _ FAX: sszn6an6 I I ` SET 2X12" STEEL POST INTO MINIMUM I e" 01AZ10" CONCRETE PIER I N BELOW FROST LINE AT A' MINIMUM SHEET 11 CONCRETE DRIVEWAY APRON w.Ae� L #Bonestroo COMMERCIAL R� DFTAITS OAK PARK HEIGHTS, MN sTR - �— L — j PROJECT NO GRH1D001 + I C2.2 ACCESSIBILITY SIGNAGE L CONCRETE DRIVEWAY APRON COMMERCIAL NO SCALE NO SCALE FILE C2020RNOT.D . NOTES OMNER/OEVELOPER ['� 60TH S I REET N. 1. SApRGADUNO I INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY GARTNER PERFORMED BY CORNERSTONE LAND SURVEYING. INC STILLWATER. MINNESOTA, ON STATE HIGHWAY NO. 36 A ST 25, 2010, EXPRESSLY FOR THIS PROJECT. VERIFY ALL FIELD CONDITIONS RESTAURANT AND UTILITY LOCATIONS PRIOR TO EXCAVATION CONSTRUCTION IF ANY LLC ._.___._„�_...... _..�._____......._. __.....+�`-- ._...... "_ ,- -_ - _..,„,- ___�___._._..._._ _ . - -r C E ON ANDE OR UNKNOWN UTI DnEO ARE FOUND NAT IMPACT DES NOTIF N -PAIR _ w` ENGINEER ER $MOULD IMMEDIATEL a` __._ _... ... ._ . - -_ - -_ 5 UC M ENGN AN ... ..... ... ........ ..... .... _ -._� -.< - _ - - CTURE INSPECTED mrl \rtrF .M aw_ 9 _ BE IU69a t,Y1ATl1 NUVFLFIDCT . __... _. .. "_ ".._.. ._ _ __ __ _..___. _.... ".._ AVY TIAL EROSION CONTROL MEASURES YS D. ._ "_ . .... ........_. _ ____ ..... ......... ._.. -. NO ALL I _.... ._.r ...... ._.__.__. _._ q_F .. _.______.. _- _- __910_- _.__ -0___....._.- .9G6 -. "__......... _. _...._. -__.. ._. y.J. _.__ _ _ ._. -. "- _ __" __ _.. .- _____. -..._C '" -___.. __.-- .. "... 9C5 • x 9r.J 3. CONSTRUCTION UM115 TO FOLLOW SILT FENCE EX WHERE NO ' ^ _... - _ _ PERMITS ARE APPROVED, ALL FEES PAIO INFRASTRUCTURE Ue :. .. -. r a ...- -.,< ..... E x 905 J . .p56 '__.. -. __ " - -____ - pF ._... . -_.. .__.. _.. _.___ _.._ VATIONS SHOWN AT CATCH BASINS MIS PLAN NOT REFLECT A F EATURES NOT N FOR REMOVAL. �{ -- _`-• -- _ - --__ -- A PROTECT ALL SURF SITE E TE � SKEIN PROPE "� - ';- �•.��;- -_ .. -.. ._ ..._._..., MAN AGEMENT TD. J5 / / / / / -'9i,/ gam» Q 5 SPOT ELE VA SH EET Ca 1 F Ml'A1V 90 9 ` ' / / / / / a"FS 2 -INCH CASTING SUMP AND ACTUAL RIM ELEVATIONS SEE SHEET AUIN AIAFFi O �. / ACTUAL RIM ELEVATIONS. [xJ &1XM t 911 PROJECT REPORT. REPORT. * 6iDL1F.ITER. AIN 19W2 ') } ,'� / ky° a' ©MEET AND MATCH EXISTING CONCRETE CURB AND GUTTER. PROVIDE TRANSITION C/U MICAIINSAFI' - " CONTRUCT1ON .+ / ONTAG UEET PATCHING D PROPOSED CURB. m M Hr ruMITS 7. PAVING SECTIONS:(PREUUNMY SUBJECT TO COMPLETION OF GEOTECHNNCAL I - •f� _ H , F _ / L S OVI ' 0 P'9DB6 ' _ � / J SILT O8. _ . 906. }S - F'x•- r I]9. B BITUMINOUS PAYING (UGHT DU a 6 m * ` 3 �.':.. r _ / Y ctp ' FENCE \ \�.,0 - _�.�__ 1u�' BITUMINOUS WEAR MNDOT TYPE VWE 5 B) , ° (TYP)� _ ( u a o }s • a, i' 909.3D y w `•a} b a ''j x � *� 1 2 - SITUMIN DUS 2 M S NDOT LVNW350308 ° 6 ry�w'. : `.. A09 `'. 9 * S( /.. ^a. 90 �Jti,-i.2t.�'3• .:t 0 ' 9a - QA51SE0 AG SASE (MNDOT 3t 39) IBGR - ..`90E- -._... "___ _ COMPAC ADE `e 1��,( MOUS PAVING (HEAVY DUTY) ROCK CONSTRUCTION FIGS ' \xY y -. - Y �.J BIN AG( C AR (M BASE Y OT L D T TYPE MVWE45035B) I { i•. 909i Gi" 3 ENTRANCE < 2.5' BINYIN 5 MNW35030B) 7 ._91� f, - .. Z'^- '-- "10.,'.._- .__... _. 90 7S - .e BASE ( DOT 31 ) 15f� w COMPACTED $UBGRAOE CONCRETE WALKWAYS EGATE D MN ._ ... . _ i M £{ i Via, w Y a S E WALK - 6 (10 y 6 SELECT LECT GRANULAR RANULAR BORROO W NNOOT OT 3I49 282 ) OAK PARK HEIGHTS cavAC Eo B RARE MINNESOTA 1' % 91'' ! ' • I + _ _ `+ _ _ - ....._ - - ._ _. - ._ _..._. �, p °'CON DRIVE - AND SLABS � r I': de I CRETE SLAB 6 6 / yp I SILT FENCE \ }; 2 +� Ch 1 I'I 1 ' �i 4 - � , ' 12".12" , a W'MJ FOR ALL LOADING MCA) ARCHITECT I! t F X9.36 x'ONp� 6 COM PACTED SUBGRADE BASE (1MDOT 3138) I +w c d. .III EXCAVATE 810 INFILTRATION BASINS W ON CATCH BA 91036 •, ._ ` CARSON 5 PROTEC jj � O }STORMSEYA:R*9t063 I9 ' F l r n 1 1 TION 410.9 - INL`R {,L j ; I h 9n.OD • (TV) 1 p 1r I1 ■., T <� �° EROSION CONTROL NOTES SEE SHEET 51.1 FOR AGOMCN I INFORMATION m . T t1 ( i�l .'� 1,o GRILL & CH) I S wr'wp Y / 90 909.90 _ I ` F. 3 9t0.EJ X - / ' • - CORE 47 + I :910.35 C3.2 CONCRETE PAVING ---- " " " - -- -- -) - '`y 1. FOLLOW LOCAL. CO WATERSHED. AM STALE REDUIREMENTS COVERING y h . Mt. I „: .... staF _ L I ALL DU wao I:I 1 ` 1 � o?-- / 9099 :? �; 9 � gf I , R? R 69 SEATS z -� 9 SECTION i1 Sro AIWATER COMPUANCE. ' _ SF 1 - -t --1 11 9 14 1.9 2.)64 $Q.F� 91 0 9 2. INSTALL SILT FENCE MO ROCK CONSTRUCTGN ENTRANCE PRIOR TO COMMENCING x 91090 910.1 R -Wr 7 04 9 % - a 9f0.6J A +- +i I GRADING ACTIVITIES AS GRADING IS EXECUTED. THE CONTRACTOR SHALL MAINTAIN g1J a \. y !!, rte + 'r y oy' TA - FEE 911.0' )�J I � INS SILT FENCE, ROCK ENTRANCES, AM CATCH PROTECTION AS I DRAWING I ° I'I 0 909.90 % - - 910 a0'DI� ___I SHOgM ON THE PLAN TO MINIMIZE RUNOFF OF SEDIMENT. 9101 910. 91035 THE TRACTOR SHALL MIT THEI ACTIVITIES TOM R GRADING LIMITS SHOVM ME GRADING PLAN ALL CONSTRUCTION ACTIVITIES SMALL COMPLY ON LOCAL M I: : �,� 91 3 . __ _ _ e a ANY MATERIAL DEPOSITE > - I - I I. � www I '+ ORDINANCE ME CONTRACTOR SHALL SCHEDULE 1NEIR OPERATIONS TO MINIMIZE PRELIMINARY ". ..__ . _. ME DISTURBED AREA AT ANY GIVEN TIME oP C3.2 rn 6 r I % 1 9RT90 9tX� t A \ Ir L S FROM ME D S T PARKIN ON ADJACENT ROADWAY AND PG SUBMITTAL " n ;,- - PAVONG SEC 0;J0 T ` LOT SULL REMOVED AT ME EN ME DAY WM A PICKUP BROOM. b q r - �91p 30'910.0 9 III 5. M GRADING CONSTRUCTION DO NOT INITIAL GR > M "' - BACK FILL UNTIL AFTER BITUMINOUS BA IS IN STALLED. BINUINWS pp `I Z , �. - e _ _ _ _.. _ "_ ._ _ _ _ _ __ _..._ - ,a 6 TO SODDIrvG. REMOVE c: y` + ": 910.75 *y 910. 01.910 OX NTAMII AN A AN a 'r'� \ REMOVE SEDIMENT FROI SEDIMENT FILTERS PRIOR Jo y i M I CO lE0 SAND. PLACE TOPOA D 500 I R S OAiE 1 91 1' ,..510•_ , III C3.2 y ao _ _ , i`` NPDES AREA SUMMARY IN0.UOE RIGHT WALKWAY -OF -WAY B - -- .._ i� ......... __ 91011 91033 I' LIMITS TON I EXISTING PROPOSED /!r - - $m'$. . _ ,y1 LIMITS O I� ITOT& 1.31 ACRES 1.31 ACRES pNTRUCTON� .. • . i �' � _ _ r ..... I ' ^ : ' ]E ^ \ + \•`Cn \'`�(. IMPERVIOUS f LIMITS I I 91] 9 i� gl r 910.9 tt� BUILDING 0.06 ACRES 0.06 ACRES i A El PAVEMEN 0 BS ORES 0.69 ACRES , I 1, 1 • r '1 \< 91J. r2 HDPEP rt ttt i I I;I t � \ X912 N . 9t ].t3 TOTAL IMPV 091 ACRES 0.75 ACRES I r RNS 0 A ACRES 0.56 ACRE CERTIFICATION I� OU a 5 r. t I 91 13.15 , `'. t 9t 5 a : 9 913.15 + �a •, ` 91 }6S 9t ].JO. I J �� _ - - ... _. - Ala _. ._ ._ - _ ..._ _ _.._ �! � ,u:ar,. 1!� 71 ur 912 c3.2 SAT FENCE - - L EGEND 5� T 91 i.0 - - (TV) : L S T 9166 9tJ. IJ JO FIRS. 912-50 ] } A,tYDU CONSTRUCTION LIMITS DICK CONSTRUCTION ENTRANCEM:< 1 II I • -• _ \ IIla. HEA TY SILT R 5'Twtu m n Dace B w e NOIJS I "0 2 PA N SECTION {TREE, CTON 7 I y I y`h �� �� SLT FENCE m`mp e we men �pnx l ol uro par a ar •i,4_ 4 � y HEAVY DUTY SILT FENCE - - _ - _ - _ r7 STREET PATCH ms pdr r< ueal of fdJ 1 III _ �.�-' y ' . ` . ,(,; i' ' B . + : ' ta -'� w , (TREE PROTECTION FENCE) (SEE SHEET C1.] FOR NOTES) Oe+nopmea� 9 a - ' ` • �4 %w su 4''' e ' �' g \ _ i =DUTY BITUMINOUS PAVEMENT I a \ I I I I,, : " CATCH BASIN PROTECTION CK ROUTE 918.3 W 1 4: to SOI y ___ + w 916.0 - •. I� FIRS a0 9 ......._ --__ _ -. ___ ,________.._ =.- _ t, t 920 PROPOSED SPOT ELEVAn CONCRETE PAVEMENT (', : tCCTI V / _ 9` au3 ....... . .... 4 ti T 918.5 ... .j.).., h TREE PRO 'FENC[i +w I\ 0 a 9 , .. 9i3 1RU 8 916. .. • \ v 11 ; (;` ` T � i 913.{LS 91 •�} 913.]5 DU O &0 INFILTRATION BASIN 9 _ I N i W 3 e .. - ..._...- •yl. ' p •g 1 PIC --- NIC - / 917 _______ _____ ________ _ R '�' '. \918 l',: r- 0.. _ .. _.. 915 -_ - - __ ".� M �'`��• I �._�}Y +' �,':f... - _ . ..... ... .. .. O Development Consulting ye a .a._ "• - _. .: ._ - x P.O. BOX 357 F .• 1 J f' ➢2 i '�,,� • x 9ra9 I + ti ti LONG . MN 55356 0 PH 612- 3BR '�. ✓+' _ a N +A° F-- AZ 653�'IEAB7 6 SHEET I - - _ A 9c GRADING 9 20 I ' z1 - I q ti 9r.6 , �''I� EROSION CONTROL PLAN // II ° h ` NORTH I PROJECT NO. I q 0 20 40 GRH10001 C3. Know what's belOW. Call before you dig. 6 G A L B I N e F e r FILE 30'CFHOt DWC OWNER/DEVELOPER t 2' % 2" WOOD .o 0 o c GARTNER �$., PUBLIC STREET RESTAURANT -.f..p 3"k "y��` � i CONCRETE. 6 'x6' 010 HOLDINGS, LLC 6' SELECT OR BORROW 1 (MNOOT 31492B2) J- �.'�!.•' _ S -/ IUE. /"4...S.,I'l�//.:� ]TLLLW.ATEX NN fNN2 COMPACT SUBGRADE y,MS°" `i INSTALL JD MIN. -J6 MAX -0 GRACE FILTER FABRIC LYNSKEY PROPERTY r 'g't` } " MANAGEMENT LTD. 6' MINIMUM DEPTH OF 2 rH, .1X W DIA. WASHED ROCK - dv WASHED GRAVEL SFILLW.A'1'E3 NN 11W2 O CONCRETE WALKWAY PAVING SECTION PRELIMINARY � NO SUS GEOTE %TILE FABRIC UNDERLYING DIRECTION OF DRAW GE A KEYED NOTES 1. MAINTAIN ROCK ENTRANCE TO PREVENT TRACKING MUD ONTO PUBLIC STREETS, FlMGI TED GRADE PPROJECT I I ADD ROCK OR REINSTALL THE ROCK ENTRANCE AS NECESSARY ROCK CONSTRUCTION ENTRANCE T CO CRETE PAVEMENT, O NO SCALE A P PLACEMENT ERO CONTROL FENCE OR 6' %6" I10 WWM ///'''MILL 1/2 THICKNESS OF -- •. -. .. / .; 12" CLASS 5 AGGREGATE BASE / EXISTING PAVEYENT �MY I J (MNDOT 31 .1 � 2 / NEW PA EMENT SECTIONEMSTNG / l COMPACT SUBGRADE I / FILTER FABRIC %//wn/ WEAR COURSE ///--- .:., . 1 / (WRAP -ENNRO FEN BASE COURSE / MI A 20' - EQUAL) rr� ���� _ / MIN. }0' MAX 36" SAW CUTJ cuss 5 GRAVEL ABOVE GRADE OAK PARK HEIGHTS, KEYED N075 2" : 2' WOOD POSTS 4' o.C.� MINNESOTA O CONCRETE PAVING SECTION PRELIMINARY I. SAW CUT ALL EDGES. REMOVE BITUMINOUS PATH AREA AND ENOUGH CLASS 5 NO SCALE MATERIAL TO ACCOMMODATE BITUMINOUS PATCH. I ARCHITECT 2 MECHANICAL COMPACTION OF GRAVEL BASE REWIRED PRIOR TO PAVING BACKFILL 6 _ z 6" ME"- 3. CONTRACTOR MAY USE NEAR MATERIAL IN UEU OF BASE COURSE MATERIAL 4 ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. RUNOFF FLOW ,V 5 STRING LINE ALL PATCHES PRIOR TO APPROVAL. L �1RSQ" T�� 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL DURING _ BRENNER ROLUNG SURFACES.' 7. MNDOT 2350 - ORDINARY COMPACTION METHOD REQUIRED. :!� I- •_ I:I- II�_I -= M UNDISTURBED SOIL \I'N ,Fu S;rt± 4 STREET PATCHING NO SCA _.. KEYED NOTES DRAWING 1. DIG A 6' %6" TRENCH ALONG THE INTENDED FENCE LINE. EXISTING STORM CASTING 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. Y W LAT SILT FENCE ON THE UPHILL SIDE ALONG T E. AND BACK FILL HE FENCE LINE. ti' _ 4 SPACE WOOD POSTS UP TO APART TO SUPPORT THE FABRIC. PRELIMINARY FlLIER /f �� 5 REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. SUBMITTAL ASSEMBLY / \� SILT FENCE 09/14/10 u NO SCALE REV140N I TYPICAL PARKING %%' / / :� ' / /�V / / F= SI Uo IE T BASIN OVERFLOW ELEVATION LOT SECTION Y / \ \ \ / \/ \ \� �\ \ I / x / \ DRAIN TILE TO BE DETERMNEO BY DOUBLE 1 \\ RING TEST DURING CONSTRUCTION POLYESTER SLEEVE 1 0% KEYED NOTES ' 1 INSERT TO BE USED SHALL BE A WIMCO. LANCE INDUSTRIES 'ROAD GRAIN' STYLE. "T OR APPROVED EQUAL TO BE U THE EXISTING ROADWAY CASTING 2. TO BE USED IN CONJUNCTION M TN A A N O6 EENAH CASTING NO R -]7 TYPE DR, DL EWSTNC 1REE TO REMAIN SEPARATION FABRIC OR TYPE V OR APPROVED EQUAL, I 2 "z CERTIFICATION I WNCOMPACTED NATIVE 2 '.4" WOOD STAKE. r n » c r t Va �repm 3/4' REAR ROCK / / M INSTALL AT DRIPLME POTENTIAL DRAIN TIME ON DOUBLE RING STORM SEWER PROTECTION :,�` - ' \� 6" PERFORATED PEP L—i / l CRQIND Np NO SALE MI ESOTA , �ZA Lr , INTERIM DRAINAGE FILTER 5" WEARING COURSE .rte N D NO SCALE MNOOT TYPE MVWE450358 r .. _ n 1 8__9_I•_ Dale D9_iIa /•0_ OVER TACK COAT MNOOT 2358 9 H. INSTALL 1REE PROTECTION FENCE PRAM TO ANY LAND DISTURBANCE. 5�:g.•°ture sno.r .a 0 , la 2" MNDOT TYPE MVWE350308 2. MAINTAIN MEE PROTECTON FENCE UNTIL ANAL INSTALLATION OF LANDSCAPE :Vmw we: arg V NON - WEARING COURSE 3. NO PARKING. STORAGE, OR OTHER CONSTRUCTION STE ACIMTIES WITHIN THE TREE Le•e:apmen Cmau PROTECTION AREA A DOU BLE -RING INFILTROMETER TEST SHALL BE CONDUCTED IN EACH B' CLASS 5 AGGREGATE BASE BASIN. M THE ACTUAL INFILTRATION RATE IS LESS THAN THE DESIGN / '� � (MNOOT 3138) T INFILTRATION RATE OF XX THE 810 FILTRATION BASINS SHALL BE Y ■+ CONVERTED TO SAND FILTERS WIN THE INSTALLATION OF DAMN TILE. J /' (COMPACTED SUBGRADE 5 ° ' ' Wy / • YN. LENGTH P T( \ !ll��� I A T I S• MA% $PACING OST AT 2• INTERVALS MIH BASIN OVERFLOW ELEVATION a �� � II. .:_I - - _ — OVERLAP GEOTEXTILE � FtL.� -.S, •v Ir TYPIC CAL PARKING _ MIRE MESH REINFORCEMENT • FABRIC 6" AND FASTEM Lor S � _ � Mil �• � N9LE TIE — _ — - — — _ _ — — ` . _ (sae re ? OnLE FARBIC 48'WQH ; II I • ; , , I' - \// 500 `J "'P% ' •v' a AS TREATMENT SEED MIX - F�b w FA5 TO STAKES O \" L GADEN SEED / \� /, \ / \ \/ O BITUMINOUS PAVING SECTION PRELIMINARY H ULCN TH TAQTPIER � /�/ \ /�` NO SCALE ) BURY BOTTpI 6' OF YNR Development Consulting RAIN R l 'Y 3 \ \,� ! �I FABRIC ANCHORAGE ANCHORAGE AGE TRENCH. 1 ' CKFlTH TAMPED /\ .\ 1.5' WEARING COURSE RUNOFF ROW R �i ° NATURAL SOIL 1 /\ MNDOT TYPE MVWE450358 I BASIN BorroY - — — — — — — " , \ \/ DYER TACK COAT coar OOr 23s8 P.O. BOIL 357 — _ _ —'. j _Iii LONG LAKE, MN 55356 \ / ]0' MINIMUM 2.5' MNOOT TYPE MVWE }50306 /z —i II -_ICI1 - III -' - PNON3:RL162•WM WATER WWTY $DIM W %TURF•• / NON - WEARING COURSE A)L; y}gT{.pH16 r \ \ \ \ / \ \\ / \ \\ (MNDOT 3138AGGREGAE BASE 0 ' C 3 / \Y/ ' :_' . r:i ;_.... SHEET / / \ / MATER CON ASHT M- SAND FREE OF 3 WITH 6' EXTEND MILE MESH / MA ASHTO M -6 OR ASTM C -JJ MTH GRAIN S I MIN INTO TRENCH uNGDMPACTEO NATIVE SOIL SEPARATION FABRIC 512E OF 0.02' -0.04" \ 3/4 GEAR RUCK COMPACTED $UBGRADE DETAILS POTENTIAL MAIN TILE ON DOUBLE RING WATER QUALITY MIX 6" PERFORATED PEP 553 -703 WASHED CONSTRUCTION SAND DRAW TILE TO BE DETERMINED BY DOUBLE 53 -103 SANDY LOAM. LOANY SANG. OR LOAM RING TEST DURING PRO NO- ING CONSTRUCTION AL TRIANGLE TEXTURE PER USDA TE %TIJR WITH LESS THAN 53 CLAY CONTENT .. I C.2 253 -353 ORGANIC LEAF COMPOST MN MADE ADE 2 GItH10001 J BIO FILTRATION BASIN HEAVY DUTY BITUMINOUS PAVING SECTION PAEUNINARY HEAVY DUTY SILT FENCE NO SCAUf LO NO SCALE LOA FOR TREE PROTECTION NO SCALE 3 I FILE C3020RH01.01110 I . NOTES OLVNER/DEVELOPER 60TH STREET N. I BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY GARTNER STATE HIGHWAY NO. 36 PERFORMED BY CORNERSTONE LAND I . , TI OT ON AUGUST 25. 2010 EXPRESSLY FOR IIUS PROJECT. VERIFY ALL FIELD M D CON CONDITIOIO NS RESTAURANT - - AND UTILITY LOCATIONS PRIOR TO EXCAVATION /CONSTRUCTION IF ANY _ ..._.- _......___..._______.._.. .. ... _.__.._. .._.___. CONSTR OR U UTUTES ARE FOUND THAT IMPACT NO FI IMPAIR HOLDINGS, LLC CONSTRUCTION, CTON. THE ENGINEER AND OWNER SHOULD BE IMMEDIATELY LY NO IRI n'URTII AUY'hIF1DR 2. A ALL TO EXISTING V T• SERVICES AND T PRIOR TO CONSTRUCTION . STIIJAr,1TFA MN T9%C � $AN MH iP ANY NY Ot OS ll. SHOULD ANCIS'B T AND To T E LOCATED UTILITIES EXISTING CONDITIONS T /C SIX% R!A!� ?O:. PLAN STONED BE E NICHED AND FORWARDED TO THE ENGINENE ER. ___, .._- _.._......_ >....._._. -, -- ......... _.-- .._.._.___... >.- ___... .. _.. INV 9zz iHL ._ 9 . _..._.....,-- ._..__.___._.....- ..._.__..._ > -__ _ ._.__...... --_,_. }. ALL CONNECTIONS TO ARTY UTILITIES TO BE M ACCORDANCE 'MIN CITY OF OAK tJA� F� H•M -.'r'; I SANITARY SEWER C4.2 "" SARK HCGHTS $TNMOARDS. LYNS PROPERTY MANHOLE A — - ......... _ 4 TRACT T PROVIDE DURING UTILITY WA MEANS NSTSD METHODS i0 ASSURE ADJACENT PROPERTY I NOT CONTRACTOR DAM�INSTALLATION _ MAN AGEMENT LTD. PROTECT EXISTING WATERMAM I /; /')) / / IHx SnLRH ALYOJ S - MEET SOUTH FRONTAGE ROAD 3- PIPE LENGIS SHOYN ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF to -S MINIMIZE DAMAGE TO EXISTING PAYMENT./ /" ) STRUCTURE. STDLW.ITE0. AIN 59X12 PATCH DAMAGED STREET TO MATCH EXISITNG CORRECT C/U nlx A�VN]AFY c WITHIN BUILDING AR OWN AS OF THE 6 UTILITY SERVICE LOCATIONS BU LO E 5H •+''i ' ! >':. =y';9 5 17 CBNH 2l CBMH I H;M+ ATE OF THIS PLAN ME CONTRACTOR SHALL VERIFY LOCATIONS BY COMPARING N/ C 905.5 \ \) T/C 9069 Ir:' -0" . MIS PLAN MI THE MECHANICAL PLANS PRIOR TO ANY UTILITY CONSTRUCTION. 90 0 Ifi INV 8999 - - -- 1. PI•L MAILHIALS: P ROJECT / { it :•H I ! I f -.._.. - ,. —..... .._____,• _ T. - " WATER SERVICE 1 1/2 COPPER - ; wWEEFMPIN A 6" OP i 2; :;;P i �',� • , '=. _ sroRUwER 4 z N�DPEP nr t T':• �1I , !� P9. ___- _ _ _ __ _ _ _ ORAINTILE 6' PERFORATED HDPEP w1..{;;�..It_..._.... ___I4 ...:,,r- ar.._..._... .-.;..- ' "- f_:_;K' _.._... _----- 6-- ....._ ..ue _- ,.-- .__..._.._, a - __....._... - .- — ._ —t✓': 8 - -_ - - _ - BE ADJUST ALL STRUCTU PUBLIC AND PRIVATE, TO PROPOSED GRADES WERE �( s T , / . C L 90]9 i CONNECT TO EXISTING NRBE COMPLY WITH ALL TO M CNiS OF UTILITY OWN TRUCTURES 900.9 I 6 WATERMAIN STUB - _ _ - _ - BEING RES ET TO PAYED AREAS TO MEET OWNERS REOUIRENENTS iS FOR TRAFFIC INV 9009 ` I i LOAONG. � 9QMNNTNN 7.5 COVER ON A NEW WATERMAIN ��,5��� ll ' ;. ur .. 10 �i .- _..$..-- . _ I�p ......._._. A DWf51E -KONG INFILIRON pTER TEST SHA BE C DESIGN IN EACH �9N IF TH E ACTUAL INFI I A LL THAN I$ TH V M A RAZE OF Jf '0, A I 0 5 INCHES/HOUR INR IE INflLTRATON BASINS SHA BE CONVERTED TO SAND OAK PARK HEIGHTS !: FILTERS WITH TIE INSTALLATION OF ORMNTLE AS INOCATED IN DETAIL 10 k 11 SHEET C3.2 ':M _ MINNESOTA JI RELATING T M SERVICES TO EXISTING DING HAVE NOT BEEN �LOCA�OR %ZIING RNCE DIRECTLY K ITS SE ME IN GOW 16 - AM A 9 CONNECT MAINLIN IF NECESSARY _ _ SIZE ARCHITECT 9 _ __ I 12 COORDINATE TW ELECTRIC CONTRACTOR TO PROVIDE MAL SITE AS NECESSARY ,� I� : ; ,J :, i -'- ..........— _ I I' ! FOR SITE LIGHIWG SEE ELECTRICAL PLAN FOR ADOTONAL SITE ELEGIRICM. INFORMATION. LARSON • :. '8}' -12' HDPEP O 0 SS T]T', E NN E - T - -� - -- I PRIMARY CiRI TRANSFORMER, AND METER AL PROVIDED AND IN R p1.lGL1\ :, " (I t � • \ \ \ INL TILE C 901 ]5 : • /,, - I• DQ I -_ _ _. _...._ ._ ....._ _ ...._. __ ._. __ - _ � ME TRANSFORMER . AN SECONDARY ELECTRIC SHALL BE INSTA MGM MECHANICAL ROOM � ® yyOWgy 1 1 TO ME AN981UTY OF THE CONTRACTOR. #tII10R�IRl SILL 90 }.3Z i T/C 909.]5 A 2 PVC CONDUIT MI PULL-STRING FROM EXISTING SERVICE TO ME BUILDING, Ste INV 903.32 y> GRILL 8 CHILL I ` CORE 47* II 14 COIXt01NAlE TELEPHONE WITH %XX TO PROVIDE SERVICE. CONTRACTOR TO PROVIDE uL ;:o;9: -. +ml: •Yrc:Y POTENTIAL /� B F 3 _ I T r - rx': M,: MIN TILE 3 69 SEATS i 11 oi ; �..�� -� - - I- 2,164 SQ -�- _ 15 COORDINATE MED AFTE ON E NEW GAS SERVICE S COM % %% AT %XXX, NEW SERVICE I• ; ;L, ryi i( 6 P I 9 9 OF 'R AVEL B SE FO LOT. R T GAS MEIER N WILL • ) INSTALLATION GRAVEL OR KING " I' PERFORATED pvC 1,A FEE 911.0 !' I SUPPLIED BY X%X. ME CONTRACTOR IS RESPONSIBLE FOR THE WS SERVICE MGM ; DRAWING I I I METER TO ME MECHANICAL ROOM. i O ii lO .. 1 \� _ _.- _.. 4. GREASE TRAP J SLEEVE PER RRIGATION PLAN PREPARED BY LANDSCAPE TOP OF BASIN 909]5 /K� C32 I6 PR 80 PVC IN DRIVE AISLES E n ...-__ > e 5 4 I �.... ONCE LANDSCAPE $LEE rn I BTU of BASBSDZZS.._ _ ...._ a - ! ADD 4' SCH EDULE LANDSCAPE N SIDE A S. i EHEDVLE PRELIMINARY i N z rn I --- - - - -_ -_ _ _ _ _ _ I'I SLEEVES i SCHEDULE 40 PVC M SIDEWALKS. BURIED 24' BELOW GRADE. ExTENO D C I I �- n O 16 !� < I If III ._ REEVES J' BEttX+O ME EDGE CURB OR PAVEMENT. - p N EE SUBMITTAL I [I, '' PIPE BEDDING (rYP) C4.2 J 1] CON IONS REPLACE PAVEMENT, T AND WALK A$ REWIRED TO MAKE SEC /% A .I I / I,I- � i } � r _ I CONNECTIONS MATCH EXISTING STREET SECTION, CURB, AND WALK. O > /ZY /lO rn .. _ ---_ COPPER RIP -- I 2 -6 450 2 OVER FLOW I I REVISION z • .' I: I I ' 100' -12 HDPEP O 0.5C' :3>./ GATE --- C4,2 I N v � _ _ _ _ _ I.� � STORM SCHEDULE I RE'::;:�:,N j La TE t l .. / _. 1 .s II a _ k BO% I :I ... ... ._ - _ I IA- R -]06] 6 I B.F. � P STRUCTURE BlllD TYPE CASING HYDRANT ASSEMBLY 4 I MH 1 J.W 480 AB _ 3 2 i pp1 LB]82.... „n.. LY C 2_T 8.10 ICBMH2 3.3! 48 R -4 }a2 E : j INL TILE 908.5 POTENTIAL GRAIN { B F t ICBMH J ].00 48 R -306] IN INV 903.82 6 PE - { • { p BAp X09 U ill H 5 9 18 48 DIA R -1342 RFORATED PVC { TON I l t �CIM 6 } 48111 R : J I- A CBH . VITAL DRAIN TILE 9 _1 { - BIM - C>i B _ __ I I ! 6 PERFORATED PVC _--_ _ ) Co. H 6 5.68 48111. R -13x2 I �12 0 - -w f i - --i I ] 350 2]DIA R -4J42 I P Sz'. p I!' 10 /: A51 C4.3 I' - O tl1 RIP RAP 4- Ioa..... -___ __ fi 555 I1, \ < MANN E ( P }...2.- OVERFLOW I CB i� L= = = - - �- _ 2 % jjj \ \\ - { B_F , CeMH�\" `._ / I I I CERTIFICATION 2 _ I; TOP O B.F. B SN 91].0 C4} PVC PERF'RATEO I . BTU OF BAST 911 5 1 PIPE (M INV 903.8 friar. ur�lrc�� S slm� J 16 t tlr i I J ` -- - - - -- _ 87 PEP O 2 9S I .ywn��� 12 HD — — — — — — — — — —� — I G..WOPmm "K maw,, / CATCH �ASIN C3] Y �Y iNC 1 .G F VIE :TG) — — — �' I.I . \ +' :YI� n. •' f .� . > I_ �. Y�: - K i• \�'.. a "i O i t D C 1 ° eve p ent Consulting - R = ' --- ._... — — _ . _—._ I .. _._.._— ...— _..... _ P.O. BOX 357 ylI I LONG LAKE, 55356 1' HON B: 612-3XL19M I II rB UH '� I PA%: lSLE/6p76 SHEET A* .. I r ;c ;;a-- ._.._.._.....__ — — — — — — -- — — I UTILITY PLAN NORTH I PROJECT NO. ;I D 20 40 I GRH10001 C4.1 Know what below. be fore foie You dig. 5 F A L E I n F I B T I FILE C -CRN01 DWG — — — — — — — — — — -- LOCKABLE MANHOLE COVER NEENAH R-1926-A OR EOUAL TRAFFIC-CRADE. WERE NECESSARY HOLDINGS, LLC a-.*Acrm 511LLW­. AIN 502 COARM FILTER AGGREGATE ��k TOP OF WATER D' W4 BUT "G, MOOT SPEC. 31Q.2H MOD. LYNSKEY PROPERTY I LOAD fACTOR L.9 MANAGEMENT LTD. CLASS 8 L — — — — — — — — — — OF PIPE HAND A" i" ANGULAR ADI"T TUIP TO V2'K M L-1-y 41RADL iJtOMSE7 TO BEDCIMG -m- mov1DE Lr DI, ADMIMENT. PLAN _RE1OVA LE WATERT111T PROJECT TOP ON MOST SLEEVE viA COMPACTED6.0VILL t LCMD, rACTOk 1 3 IN' U. NUT EXTMDER TO S E UTILITY PLAN FOR 0.5 1DW DEUOTE�. I M CLASS C-1 WITH OVMCEVIH LOCATION INVERT SUPPLY OUTSI:`E OZAMETEA CONCRETE M OLE R SER 4 INSPEC� N RISER AS REW:RED —24' TH MOST SLEEVE of PIPE IARD Sh� FROM fP%M EXTENSONS L FURNIS CAPACITY LABELING BOTTOPI ABOVE TANK OUTLET U_ T__ OALK PARK FMIGHTS, 6' MI?k91MSOTA INLET RESI�4T WEDGE VALVE QUIET -.IT _5PEC_ j1,W.ZH NOU BAS4 LEss ARCHITECT L UDAD. rACTO' iz j CLASS.C-2 LARSON 12' ­ j BRENNER WTsn' DIAMETER HAND SHAPED MCF ANGULAR rCOAGOUx:x TAW C NSMUCTION i)FPIPff BEV:fti 5 THICK CONCRETE WTH 4' REBAR REINFORCEMENT "g-L ' FOUDATION & BEDDING GATE VALVE AND BOX MINIMU LIQUID METHODS FOR ROP OR DIP INSTALLATION PIPE CAPACITY 500 GL SET TANK ON UtN 3* *Bonestroo 11 *Banestroo i, 4 IP5L COMPACTED GRANULAR FILL OAK PARK HEIGHTS, MIN OAK PARK HEIGHTS, MN [.fAT-3: DRAWNG SECTION PRELIMINARY MINNESO A DEPARTMENT OF HEALTH REWRES A WRITTEN DOCUMENT FROM THE LOCAL PIPE BEDDING NO SCALE GATE VALVE & BOX INSTALLATION NO SCAL6 SUBMITTAL AU�WITY STATING; LG__)j 09/14/10 1 IF GREASE TRAP IS REWIRED AND -AT TYPE [EXTERIOR OR INTERIOR) 2. EXACT FIXTURES PIPED TO GREASE TRAP� (MON WILL NOT ALLOW FIXTURES WITH CONDENSATE I.E. ICE MACHINE INDIRECT LINE TO FLOOR GRAIN) REVISION CREASE MAP REWIRE MAINTENANCE 1. RE OVE COVER R MOW GREASE TRW 70P OF SEPARATION CHAMBER EMOVE ANY SOLIDS FROM BOTTOM OF CHAMBER RE 4 INSPECT INTERCEPTOR AND CLEAN IF NECESSARY , MAKE CERTAIN ALL PASSAGES INCLUDING REUEF ARE CLEAR OF OBSTRUCTIONS 6, CHECK INTEGRITY OF BATTLES AND MAKE SURE THEY ARE IN PLACE 7 REPLACE COVER PRE-1 a TIGHTEN COVER HOLD DOW BOLTS, SCREWS. OR LATCHES PITT AND ERT 4WT BE U2 D"ETER 9 CLEAN CREASE MAP WEEKLY, IF GREASE MAP IS MORE THAN 50% FULL. INCREASE FRE ENCY OF CLEANING TOWAR." INVERT, 10 KEEP A MAINTENANCE LOG LISTING NE FREOUENCY OF MEANING AND VOLUME OF CREASE NVORANTRAG A5 �cMED GREASE TRAP NO SCkLe CERTIFICATION TH OFFSET VM11CAL POROGN NP IS FACT NG b." N� MEA E � _�IAWADAIS NT PLAN SPEcIFIVID BE TA." A CUBIC �ARD� 'T11M GG;IPGA7MR PINDC'. �C. 31�9.2H COVER WTTH RAwlHAIRIC. NANIHOUE STEM, 16 ON CENTER. IT X " BLOCK f a i 1�1.11HRISTDUOCK VARIES I NM-011. AT THE Pnk� MIDPOINT AND HAV A WATER TITE SM TIE ALL 301ITS WTTH 5EE —]-An—. IIEGALUGS (4 REQ.' , 0 ON BID `H INSIDE AXE, OUTSIDE. Development Consulting P.O. BOX 357 SECTION LONG L"3F, NIN 55356 PHONE 6,UN� HYDRANT DETAIL Bonestroo SANITARY SEWER JUNCTION MANHOLE *80nestroo W/ MEGALUGS SHEET OAK PARK HEIGHTS, MIN OAK PARK HEIGHTS, MN )r.AT DETAILS PROJECT NO. SANITARY SEWER JUNCTION MANHOLE NO SCAL.Ii HYDRANT WITH MEGALLIGS NOSCAd GRHI(1001 C4.2 FILE C402GRHOI OwG ONNER /DEVELOPER GARTNER RESTAURANT HOLDINGS, LLC . � I IIMTJ nr>0.lH dN1FT (T BT!L1q'ATIJL DIN SfNI COARSE FRIER AGCAFDATE _ MNDOT3194.Bt WAAPM:D I. FILTER FABRB' LYNSKEY PROPERTY Pvc PERwRATED Nx AS Errunco MANAGEMENT LTD. K „� ._ e • Y '.. '. A+eY.AEWTE: 1la StttTIT N.vN sTTD:E� . . 'BUxTne. . ... mumATTA NN svMz 'IIi -1::- ryuDm�w trnswtr ` -- SiREEr PROJECT I i D.YfI� •s•. Sv ' r � 1 TRENCH DETAILi' -, CASTING - (SEE SCHEDULE) • • "` Gil t"] 1 ".70 HOLE _ I'la.. TyprCAl \ 2 AOJLISTING RINGS OAK PARK HEIGHTS, (2 MIN.6 MAK) ti' \ "'I- • MINNESOTA ARCHITECT � • CARSON PIPE DETAIL B ' n F ", MN 1• PER FT. •' lw�Rl�1f #O �1S�IR A I t PVC PERFORATED PIPE � fl.n.n 2= i *Bonestroo l DRAN7N1; e� I 42• OAK PARK HEIGHTS, MN J sro -LS J PRELIMINARY SUBMITTAL O CATCH BASIN O PVC PERFORATED PIPE 09/14/10 NO S CALE u NO SCALE u REN90N I RE..S .r. WE l _ ....... TP AR OPFRR✓: FO CAS R CAS TINGA$SDEQfiED :::. • C : d Sdi1C FROFTRACK Of rURBTD a;( C T3RE. i ! I P DN. MN S' d FROM BA[K OFCIRte T 3`d FTOM BA Cm I 6J DIA. MN- 3'BC! +RO BA(K OFORD D ruu.HH HN - r � 15 - POUND xax CURB e' U.!M ` BEiU!A BACK Of CLRB CERTIFICATION CASTING AND ADIUSTWWVIA;SAS p, _ �, �C3,g ey me. m a.nrl wyw.w�n, a, PLAN I IDP DF ".m S CTFDN ... TL'P vMtES E - SLAB WAVE FLAT IOPEDCESEALED ]rilb' WON 2 BEADS OF R mfl, OR EQUAL h_ se, No_,eq:, ­1 ­ 14/ W o � oJgJntl Nel s•U� VMi_ES Ovawgne+tl Cana,o +q .v+ af, ap DOGNPJsm slMt_ BE GROUTED ON y ' + BOTHTHEOVMiEANUB52DE. R � .. • ._.._. .. MANHOLE STEPS. ]6' ON CENTER -� H SECTION Development Consulting P.O. BOX 357 as LONG LAKE, MN 55356 CATCHBASIN MANHOLE I MNi620G8 PHONE 61LfBiJBW * Bonestroo J EAK f62l Ad116 OAK PARK HEIGHTS, MN ) sro s SHEET DFTAIiS PROJECT NO O CATCHBASIN MANHOLE GRH10001 C4.3 u NO SCALE illE cwxRHDLOBrc I W NOTES OWNER /DEVELOPER 60TH [' � S 1 REET N. 1. BACKGROUND INFORMATION TANEN MO. BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY CORNERSTONE GARTN STATE HIGHWAY NO. 36 LAND SV n L , CO , TIMS A MNNESOTA, LO CA PRIOR TO E %CA AUGUST 15.201(1. )P FOR MI5 P MY RE STAURANT VERIFY ALL FTELD CONDITIONS AND IFS M LOCATIO OR IMP AIR CONSTR TI ANY DISCREPANCIES DR UNKNOWN UTILITIES ORE FOUND MAT IMPACT DESIGN M mPNR CONSTRUCTION, ME ENGINEER AND ONER SHOULD BE IMMEDIATELY NOTIFIED. N HOLDINGS, LLC ___.._._. ....— _�.,,�___.......__ ..__. ...... ... -_. .......__.__. _. —. - -- "" - - - --' - --- --•" -" ST TREE NO 7860 TO MIS ____. -__ ._ 2 _ - SAVED BUT COUNTED AS REMOVED DUE i0 1 AIE ROOT PRESERVATION. STRJ.,T \TFR,RW �yIIL .... ..... ...... _. __ _. _ _ ___ ... - - -- _ ------ _ __ _ ._ ..... ...... . ..... . ...._____._.. _ . .......... ..... ... ... .... _- __ .____. _____. _._.. .... _ - __.- _..... ____. _. ___ .___ --------- _ ________ __ - . __ _ -.. _. __ -_ ::: ..... 906 ........ Buz •- - -- ---- -- __.r4: __ - • E PRESERVATION NOTES --- ... .___---- -RO--- ; -.:: -roe ---...::_;. r.-. .:::___ :.:.:.�..::: : - . °.... - _ .._.._� - -� LYNSKEYPROPERTY - _. - -- - -..... .. . - - - - 905 THE __..._ T �._._. _...._.._ MANAG L , I. NO VEGETATION CL EARIN G AND MEE REMOVAL TO BE STARTED WMOIT COORDINATION ME OWNER'S 9 •. �'i� 90 901 a f ' REPRESENTATIVE. TREES TO SAVED AO / REMOVED i0 uARK IN EO ME FIELD AND m --X --X AND APPROVED BY S ITEP StREEi ,n _ ME OAK PARK HEIfH T MY PRIOR TO ANY REMOVAL. COo NTRACTOR TO PROTECT TREES. S INNS i Y � ( SOUTH FRONTAGE ROAD SHRU BS• AN D VEGETATION WmERE NOTED. UNAUMOW2E0 REMOVAL WI REQUIRE REPL AND C/0 C /u UI M1CNIlN51:FY POSSIBLE RESTITUTION rTn Mt .>aHI �... T ^- D SIL T FE SILT FENCE AND MEE PROTECTION R I TO ION COM MENCING SARONG ACTIVITIES MAINTAIN ' SILT FENCE w TREE PRO TECTION FEN DU C ONST R UC T I ON AC MOVE SILT FENCE AND TREE �,- - — �. T - PROTECTION FENCE UPON E�T PLIWMFN7 OF TURF ALL LL ST F TO1 FENCES TO BE DISPOSED OFFSITE. I ROJECT - ® J - �//)7J - -- - 3p. INSTALL TREE PROTECTOR FENCE AROUND TREES TO BE SAVED AT A DISTANCE IN IFFY FROM MEE EWAI r I• / _ 9 _______ ______ _....________ TO ME TREE DIAMETER (GBH). NO TREE PROTECTION FENCE TO BE INSTALLED LESS MAN 8' SQUARE. -� • I r � .- ........__. ` ~- \ -_ C UNDERBRUSH EM UNDERBRU AND NIM DEAD WOOD ONLY IN AREA SHOWN PROTECT ALL TREES HAVING 3 I` \ ( R INCHES GREATER. AL OR WIN - CLEARING ACTIVITIES TO BE DONE BY HAND N j ry; I ` 9D9 __ - D LIGHT IIVGHT ENT A MY IMPACT AND DAMAGE OF ME TREES — v . A _ _ - . p _ — _ — — — — — — ,09_ e� \ -907-- - ._......_.. _....•'l j — — - TREE PRESERVATION SCFIEDULE / 5 . 11 - -_. - DEN NOTES , �•• < ._. ... ' .....- ._ -....I r PLAN I I ,..- ._ \ \910 - "_ ••• • J860 COTTONWOOD 70 TRIPLE � O \ I 3861 BO%ELDER N/A (INSIGNIFICANT TREE) f I ! ( I I • 3862 WALNUT to (INSIGNFICANT TREE) OAK PARK HEIGHTS, REMOVE 31 ASH 11 P - , - - - - -� - _ 1 I • 386. CDTDNwoao .o MINNESOTA �.' I f f f - - \• I • 3865 COTTONWOOD 24 _.. __ yt Sip- y : V __ _ _. -. _ - - .. _ - ._ _.... _. • 786i car�rawOOD 31 D AD I I _ I\ 8368 COTTONWOOD 24 DOUBLE I ARCHITECT 1, I .. / J9 r f.'-. I I • M71 COTTONWOOD 15 //�� -� "' n I • 39]0 BIRCR 8 D 'Vo, 3873 C ,? (INSI GNIFICAN T T (INSIGNI TREE) CARSON =- • 3mz 70NWOW ( � BRENNER s, 24 Q % ...._..� - �j ' i (,' �� 1— GRILL & CH +LLI', - - ... TREE ro BE SAVED (CALCULATED A5 LOST .!. _ hV. e! I i:1 , :._ ..._ CORE47 -�`il \ r �tt�il�4` NT TREES ON STE TREES 69 SEATS \ OTAL ENOVE TREES - 9 TREES 2.164 90. Q i 3 � SIGNIFICANT DBH . 245 INCHES x - TOTAL DON REMOVAL - 0 INCHE I DRAINING FEE A SIGNIFICANT TREES LOST AS A RESULT OF LANG Y AL scN : .' ror II . O — 8 - TOTAL DIN OF 9GNIFICANT MEES SINATED ON ME LAND C - MEE REPLACEMENT CONSTANT (1.33) PRELIMINARY m I I Z I� I \\ -.. / _ - - - - - - - - - - - - - - - D - REPLACEMENT MEES (CALIPER INCHES) rn —..- I I [(A /B).C].A - D UBMITTAL [(70/245).1.33].70 . 2 IN CHES 09/14/10 In MINUS ION TREES INCHES FOR CREDIT OF SAVING MORE MAN 505 OF EXISTING Z R ^�q.Y� / 9 M GINIFICANT EES OI 41E - 3 INCHES rn VV\-- -\I ",( _ TOTAL REWIRED MEE REPLACEMENT - 24 INCHES I RE VISION L'a tE \ __~._� -i !•\ I I TOTAL P 2.0 AUTUMN PSPIREMMAPLE- 15 INCHES (10 MEES) 9,0/ 5 0 J 1.5" A . SWAMP wwlE OAK - C ot2 I . 2 1.5 CAL AMERICAN SENTRY LINDEN 2 -10' CLUMP RIVER BIRCH ° T1 I'II 2 -6 HT BLACK HILLS SPRUCE ,d I lan �$ �, ^ l ._... - — - - _. _.... - - - _ .._...... ._ ; SEE SHEET i FOR TREE REPLACEMENT EW D NOTES o'. o I: l I NS, SCHEDULE, AN _— ;; LEGEN j TREE TO BE SAVED I i ROESCT EXISTING 7 ..-_- __ .._- LIMITS TION ! 1REE TO BE REMOVED V CLEAR TINDERBRUSH 1_ LIMITS .yy�' D CTON FENCE FENCE J Hfiq:atre:bn 5059 _ De!e (5 <t�_0 "•, s (HEAVY DUTY T FENCE ( ._. - ... _..._ __ -.. .. - .... _ REM TREE 3 v.• APR 9L aN ma � `P -pNH tm T I) �� p � C3 2 TJRE OTE T C 2 1 I E 7 OVE MEE REMOVAL AREA 0.. aP m Ca sm:rq rp ea e U 1 (N CE � - \- TP) 1 UNOER9RUSH CLEARING �. ONTRIU .--- -- --- __.._ EE TI . -- - 1 - — — — — aNSuc P a LIMITS � xi III : j. ' �". '„ - '• T . _ m iEN4E _ ' SILT FENCE 8 �• N / I 9 DUTY T r zyy ' X '9: � x �. .N: N PR MEE PROTEGPOI FENCE (HEAVY pV SL FENCE) y -- X415______ ________ -- — — — — — — — — — 11 y. Mh, F 3 H -tom E f EE SHEET C3.1 FOR EROSION CONTROL NOTES CVC tom p en Consu , � Y ...__.- .... - ... . -..-_ P.O. BOX 357 J v s LONG LAKE, MN 55356 .A. • I, mONl:6,Y3tlt.,1M �I. I I - � FAY 9511]6M]i ` i •� , ..-" _ SHEET — — — — — — -- — — — — — I PRESERVATION TION ' PLAN I I I I NORTH ! PROJECT NO I I L1.1 o zD GRH1000t 3�ALE IA FEET I FILE L10'CRHOI DWG 60TH STREET N. NOTES OWNER /DEVELOPER STATE HIGHWAY NO. 36 . .. . ....... . ..... .... I. PRIOR TO SUBMITTING A SID. LANDSCAPE CONTRACTOR SMALL VISIT THE STE AND RECOGNIZE ALL SITE CONDITIONS. ME CONTRACTOR GARTNER IS TO VERIFY ALL ROUGH GRAPES -0 ALL UTILITIES/ UNDERGROUND FACUTTES LOCATED PRIOR TO my LANDSCAPE WORK. RESTAURANT - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- COORDINATE WITH THE GENERAL CONTRACT OR FOR INSTALLATION. O 2 LAN SCAPE CONMACTOR IS RESPONSIBLE FOR --S-ED GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS, HOLDINGS, LLC LANDSCAPE CONTRACTOR MUST ENSURE THAT ME ANAL GRADES ME MET AS SHOWN ON GRADING PLAN F My DISCREPANCIES ARE FOUND, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT FOR RESOLUTION STIT1.1117TA"I-Xa. • 3. ALL PLANT MATERIALS ME TO CONFORM ON STATE & LOCAL CONSTRUCT101V STANDARDS AND ME CURRENT ADDITION OF THE . . .............. . ... ....... . --------- AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL PLANT MATERI&S ME TO BE HEALTHY, HARDY STOCK, AND FREE FROM ANY DISEASES, DAMAGE. AND DISFIGURATION. LYNSKEY PROPERTY • QUANTITIES OF PLANTS LISTED ON THE PLAN ARE TO GOVERN MY DISCREPANCY BETWEEN THE QUANTITIES SHOWN ON THE PLANT SOUTH FRONTAGE ROAD SCHEDULE AND PLAN PLACE PLANTS IN PROPER SPACING FOLLOINING LAYOUT FIGURES, MANAGEMENT LTD. 5, ALL PLANTING. TURF, AND 810 FILTRATION BASIN AREAS SHALL BE IRRIGATED ON AN UNDER GROUND IRRIGATION SYSTEM. NO WATER Is ALLOWED ON MY PAVEMENT, PARKING. WALKWAY, AND BUILDING THE IRRIGATION CONTRACTOR IS TO DESIGN AND SUBMIT SHOP N, -1* DRAWING OF IRRIGATION DESIGN AND CALCULATIONS TO LANDSCAPE ARCHITECT FOR REVIEW 5 DAYS PRIM TO PURCHASE AND STD W.IMIL M. S9 W2 INSTALLATION IRRIGATION DESIGN IS TO MEET ALL CITY PLUMBING CODES AND REOUIREMENTS IAWi,,F1 -- .... . ...... :7 [E>EDGE ALL SHRUB AND PERENNIAL BEDS NTH SIX (6) INCH BLACK VINYL EDGING (BLACK DIAMOND OR APPROVED EGUAL.) 7 7 PROJECT ------------ . ... . . . . . . . [E>&PPLY FAIN? (4) IN WPN �.RADEIFD HARDWOOD BARK MULCH IN FOUR (4) FOOT DIAMETER RING AROUND ALL TREES LOCATED • z,:- IN IN TURF AREAS. AREAS. [D APPLY FOUR (4) I DEPTH OF SHREDDED HARDWOOD BARK MULCH IN AL SHRUB -- - - - - - - - - - I- - - I [E>APPLY THREE (3) INCH DEPTH OF SHREDDED HARDWOOD BARK MULCH IN ALL PERENNIAL AREAS. 7 SOD TO BE UNDOT 3878.2A. FREE OF WEEDS AND -APE CONTRACTOR SOD SHOWN ON LANDSCAPE PLAN TO BE INSTALLED By Lmasr DISEASE APPLY MINIMUM FOUR (4) INCHES OF TOPSOIL AND THOROUGHLY FERTILIZE TOP TWO (2) INCHES BEFORE LAYING SOD MAINTAIN SODDED AREAS IN HEALTHY CONDITION. 'V 11 PLANTING SOIL FOR BACKFILLING TO BE TOPSOIL TO WHICH IS ADDED 3 UBS OF SLOW RELEASE COMMERCIAL FERTILIZER AND 1/5 YARD OF PEAT HUMUS PER CUBIC YARD. TOPSOIL TO BE UNDOT SELECT TOPSOIL BORROW 38 77 8 12 SPREAD PLANTING SOIL AT MINIMUM EIGHTEEN (18) INCH DEEP IN ALL PERENNIAL BEDS PRIOR TO RANTING, lilt. z via 13. ALL H ALVE SEEDING USED ON MI5 PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR A$ SPECIFIED) ORIGIN BY THE MINNESOTA CROP ARCHITECT AT LEAST IMPROVEMENT ASSOCI 30 DAYS PRIOR ATION (MCIA). DOCU INSTALLATION DATE. MENTATION VERIFYING THE ORIGIN OF NIS SEED IS TO BE PROVIDED TO TO . ... .... . THE LANDSCAPE OAK PARK HEIGHTS, j p OUTDOR FURNITURE 14 FOLLOW SEEDING METHOD. SEEDING INSTALLATION. AND SITE PREPARATION A$ PER THE MKOOT SEEDING MANUAL 2007 UNLESS NOTED MINNESOTA EDO.G BY OTHERS (TYP) OTHER-SE ON THE LANDSCAPE PLANS OR 1. THE SPECIFICATION BOOKLET, 4 4' HIGH ORNAM -ENCE-/ 15. FOLLOW LANDSCAPE DETAILS FOR ALL INSTALLATION, UNLESS OTHERWISE NOTED I ARCHITECT ER L2.2 DECIDUOUS MEE 16 LANDSCAPE CONTRACTOR TO AINTAIV PLANTS IN HEALTHY CONDITION THROUGHOUT DANCE PERIOD THE GUARANTEE PER IOD I$ TAIL 1 PLANTING (TYP) TM MOVING SEASONS FROM DATE OF PROVISIONAL ACCEPTANCE UNTIL ANAL ACCEPTANCE lilt"" D EAL (TYP) SEED - LARSON il BRENNER kii 1 L " A , 7 PIPE BOLLARD RAIN GARDEN r � GRILL & CHILL ... GARDEN CORE 47- PLUG (TYP) bu SEATS PLANT SQiEDULE 2,164 SO-FT 1 B.F. 3 FEE 911.0 I ._ r-�l MATUR �IUANT COMMON NAME -E.TNAG NAIVE CON 0 KEY SZE L- PERENNIAL LIGHTING (TYP) SHRUB PLANTING L22 : i DECIDUOUS TREES r !I M li',:_ 4 PLANTING (7�.. (BY OTHERS) -3 DRAWING z ,ll. (L CONIFEROUS TREE TYP 7 M 9 TYP I 1-1" CAL 1110 10" 1 21'* I AUTUMN SPIRE MAP ACER RUEIRU" > PLANTING (TYR) 'AUTUMN SPIRE' PRELIMINARY ij Ii M SOD AT HAND ED SUBMITTAL (TI) 6 - - - - - - - - - - - I Z 09/14/10 rn E.F. I RIVER BIRCH BETULAR NIGRA I. --F BdM 40'H . WIN J . R 1 11 GARD1111 REVISION EDGE AT PLANTING L1.2 SEED MIX L -E RAIN GAO.. PLUG (TYP) Ii : SHREDDED HARDWOOD MULCH (TYP) :4 2 SWAMP WHITE am OUERCI.IS SCOLOR 2.5' CAL 886 SUN A 40'W BOLLARD PIPE j j B. F. 2 RAIN DEN TYP 8 Ij I LINDEN ARMY TIUA AMERI 2.5" C&. M 440'H X 25W iw "DE" 'ICK TRY I CERTIFICATION N GRAVEL PAM ------ - . ....... BOULDER RETAINING WALL EVERGREEN TREES IZ-A 1-2-2 PLANTING AT PARKING ISLAND (TYP) GRAVEL PAM TA 6' HT B&B 35'H X 2O'W 5 BLACK HILLS SPRUCE PICEA G-AUCA DENSA 0- .111PO ------------ - - __ - - - _. - - - 4 RUSHMORE THUJA OCCIDENTAILIS a' HT B&B Wit X S'W of O ARBORVITAE 'RUSHMORE' t. LUG( TYP) ORNAMENTAL TREES 7 (B OTHERS) RS) 41 N.R.-SS C--. CRA T AEGUI CRU.-.- 1-5• 1 AL+ 2.'. HAWTHORN 'AN ONEROUS - - - - -- - - - - - - '•;l `l�; I.: ,1 .>»,' I {' i - R . Y ( y>rt,: O } PAGODA DOGWOOD CORNUS �TERIIIFOLIA 1.5" CAL. B&S 20N 20'W N . MEE FORM) 0 . ..... - - - - - - - Development Consulting 2 --- ARE MALUS 'FRAIMEARE' 13• CAL IIN 20'. • KEY IOU RING CRAB ANY COMMON NAME SCIENTIFIC NAME WE 0 � I 'A.T,'E' FLOWEE EVERGREEN SHRUBS P. BOX 357 LONG L AKE, MN 55356 1 29 I M ANEY JU NIPER I JU.IIERUS C.I.E.SS - MANEY 2• HT. I POT T 1 1'H . 4'W DECIDUOUS SHRUBS LEGEND PAN, 9$1/76-0!)6 9 BUFFALO JUNIPER ..IIERLI SABINA 'BUFF..' 0 IN X 4 9 GLOSSY BLACK ARONIA MELANOCARPA 24 HT POT 511 X 5*W SP P ERRY 0 DWAR MUGO PONE PINUI MUCH PUMIUO 2 HT. POT 4'H X 4 IN AN'S COLEUS SEMCEA 36 NT POT 4'H X VIN SHEET SUBSTITUTIONS: 0 It ALLENM DWARF DOGWOOD '&LEHMAN S CO MPACr IT ANY SJBSTMMONS ARE REWIRED, SUBMIT WRITTEN 1 50 SF. RAIN GARDEN PLUG. SPACED 12' OC. PERENNIALS CORNUS ALGA SeERICA 24' HT POT 4'H X 4*W DOCUMEN SUB STITUTIONS TO LANDSCAPE SOD 19 RED GNOME LANDSCAPE PLAN TS AM PROPOSED SUD THE REED C&AMATIS X ACUTIFLORA I GAL POT 4'H X 2'W DOGWOOD A 'REGNZAM' A RCHITECT FOR APPROVAL 5 DAYS PRIOR TO PURCHASE NEW ENGLAND ASTER AVER N OVAE -ANGUAI ID 1.0 FEATHER GRASS 'KARL F A ND /OR BUTTERFLY MILKWEED ASCLEPIAS TUBEROSA I GAL POT 3'H X 2*W 12 DWARF BURNING BUSH EUONYNUS ALATUS 36' HT POT 5N 5'W A e5o sr BIG nLM.TION OAS. SEED MI. C 'CONIPACTUS' PRANK NURSE Y RAIN GARDEN MIXTURE MAGNUS CONEFLOWER ECHINANEA PURPUREA PROJECT NO HYDRO EDING JOE PYE WEED EUPATORtUM MACUI-ATUM 'MAGNUS' (24 39 ANTHONY WATERER SMAEA A BU.ALDA 24" HIT POT SH X 4'W MASS SEEDING RAM PLS 15 LOS/AC BLUE FLAG IRIS IR15 VERSICOLOR RUBY SMULA HEMERCCALI.IS I GAL POT 2*H X VIN SPIREA ANTHONY WATERER' 0 20 40 FORS SEEDING RATE Pi 5 UBS/AC DAYULY 'RUBY STELLA' 'D GRHI0001 L2.1 TEMPORARY -OATS RATE PLS 20 UBS/AC. GREAT BROWN -EYED SUSAN LOBELIA LOBELIA SIPHK.ITICA 32 PRAIRIE PETITE ULAC SNINICA MILGARIS 24" HT. POT YH X 3'W BLACK EYED SUSAN RUDOECKIA �ULGIDA I GAL POT 2'H X 2'W 'PRAIRIE PETITE' BRO04 RUDBECKIA SUBTOMENTOSA 'GOLDSTURM Is BLUE MUFFIN VIBURNUM DENTATUM 24' HT POT VH X VW CULVE 'S ROOT VERONICASMUM VIRGINICUM POSTMAN'S PRIDE SEDUM SPECTABILE 1 GAL POT 2'H X 2'W INIBUR.U. FILE 0.1 L R ALEXANDERS ZIZI. AUKA 'POSTMAN'S PRIDE' NORTH Wsr J IN FEET 'POSTMAN'S GWEN OWNER/DEVELOPER GARTNER RESTAURANT HOLDINGS, LLC '_�'�� :�/ ✓/ � I srluaLYTLR.Mry sNW! pry rvKI NAYTIeTnn' LYNSKEY PROPERTY MANAGEMENT LTD. I IH SOLIH TI.UN STRtET DOUBLE STRAND la GA WINE 1 0 120 DEGREE INTERVALS stLLLW.i'ttR �u•� SAwx a11R' I1NxAF'Y C I POLY PROPYLENE OR POLYETHYLENE, b ML 1-1/2 AIDE STRAP RCE 'WRAP TO FIRST BRANCH I PROJECT ROOT FLARE AT FINISHED GRADE OR j /// FIRST MAJOR BRANCHING ROOT AT 1 INCH BELOW SOL LINE /. 1 / ONE FLAG PER WIRE MULCH, EDGING. k OTE RING , ' <JJ /'�'` TOP OF ROOT AT FINISHED E PLANTING SOl (SEE LANDSCAPE NOTES) GRAD I MULCH TOP SOIL 4 MULIM 5T1 I N - - `\ li /,• `. - (SEE LANDSCAPE NOTES) 1 .. •) WIRE BASKET, AM ALL NYLON CORD MY AND REMOVE TOP 13 BURLAP (MIN), P EDGNG qp (SEE LANDSCAPE NOTES) Y IN SOIL REMOVE ALL POT AND ALL PLASTIC BACNFILL N '^T' Y I I ` 'i WATER k TAMP TO REMOVE AIR POCKETS ` PLANTING SOIL III : — I )-� OAK PARK HEIGHTS, III i;� (SEE LANDSCAPE NOTES) _ MINNESOTA -III IT 'ter MOUND SUBGRADE NOTES SC — III - -I D S O RIOR D MAINTAIN TREE IN PLUMB POSITION I ARCHITECT TO PLANTING THROUGHOUT THE GUARANTEE PERIOD MOUND SUBGRADE _ (SEE SPEOFICATONS). SCARIFY BOTTOM AND PLANTING PIT 2 -3 % DA, OF SOIL BALL L T A { R SS. 0 0 N SIDE E PL Or Pit PRIOR DUG k TILLED PIT 3 -5 % DIA OF SOIL BALL OPTIONAL STAK ING A ITS M E T HOD TWO E BRENNER ALTERNATIVES ARE SHOWN. *Ip WIY SHRUB PLANTING DECIDUOUS TREE PLANTING s =:r,• I =:. r.r,. :a O NO SCALE O NO SCALE DRAWING PRELIMINARY SUBMITTAL 09/14/10 SEE PLANT SCHEDULE FOR SPACING MAINTAIN PLANTING BED 12 MIN. AROUND PLANTS / REVISION MAKE SAUCER AROUND PLANTS I 12" MIN GeTE ULGN I P�v190N (SEE LANDSCAPE NOTES) �.r b (SEE LANDSCAPE NOTES) - w/� PLANING SOIL III ! 4w (SEE LANDSCAPE NOTES) MAINTAIN SODDED AREA —_! 6' MIN. 1 III 2• 2 MIN BELOW PAWING SURFACE III_ II III —III _ SCARIFY B) TOM AND SID 5 OF I TO PLANTING PRIOR CERTIFICATION OWBLE STRAND IA GA. WIRE - \ / \ / \\., •\ / \ \/ \/\ \/ �;� 3 O 120 DEGREE INTERVALS m Ms �t , ama. won .x. SOD AT HARDSCAPE EDGE O 16 POLY PROPN ENE OR POLYETHYLENE. O PERENNIAL PLANTING NO SCALE NO SCALE / AD ML. - n HIDE $RAP E. pT �' RJ I 4 �Y.�e i ��xu+o. ncny --s- - / / /�`'$ - \�—", il: E wa uw m w I ul xo .,n 7 i / / r+�`� ROOT RARE AT SUL U OR C lMmenl o s P ny M I,— FIRST MAJOR BRANCHING ROOT AT I INCH BELOW SOL LINE INSTALL PLANTS ACCORDING `\ \I TO PLANTING DETAILS MULCH. EDGING, k d5N RING (SEE LANDSCAPE NOTES) MULCH ` (SEE LANDSCAPE NOTES) 1� YULCIN [ASH_^ /. REM T ( BU (MIN ,WIRE BASKET. ANDALL NYLON CCORD.). - .� MOUND PLANTING AREA ABOVE CURB LEVEL MAINTAIN 3 MA %. BELOW PAVING SURFACE / 1 (! // ma MULLH y- -` r~ -__ u INDIGENOUS SOIL BACKR L BACK ILL WITH PLANTING SOIL (SEE LANDSCAPE NOTES) IIi r I (SEE LANDSCAPE NOTES) LANTING — Z WATER k TAMP TO REMOVE AR POCKETS O MAINTAIN P BED W MIN Y'�4 -Fy REMOVE ANY UNSUITABLE FILL (�' „ qb BEYOND ROOT STRUCTURE ,�`'• _ M -`6• MIN EDGING _ ( 1 I — I Development Consulting 3 { - (SEE LANDSCAPE NOTES) ( — ': — _ �- -� III '_W -III III - : I _ -I I I- PLANTING $OIL Y � 80 (SEE LANDSCAPE NOTES) SIDES OF PIT PRIOR NOTES P.O. BOX 357 AND — III — III I -I - -_ i ! _— III —i To PLINTINC MAINTA TREE IN PLUMB POSITICN LONG LAM MN 55356 — — — THROUGHOUT THE GUARANTEE PERIM ! - III —III, ! I I ' III III I : I I t III —III ! ! I !, I I I I — 6 MIN I — PLANTING PIT 2 -3 % DIA OF SOIL BALL - (SEE SPECIFICATIONS) PAx. 1S2YlI:BR1t DUG k TILLED PIT 3 -5 % DIA. OF SOIL BALL TREE STAKING AND ITS METHOD ARE PHOI OPTIONA TO CONTRACTORS, TWO I SHEET ALTERNATIVES ARE SHOWN PLANTING AT PARIQNG ISLAND O EDGING AT PLANTING BED CONIFEROUS EE PLANTING I LANDSCAPE DETAILS x 101 NO SCALE NO S CALE C TREE NO SCNE I PROJECT NO. I GRI410001 I L2.2 I FILE L202WIOT.DWG OWNER/DEVELOPER MR N PREVENTION MEASURES AND TIMING GARTNER SW SUMYARY/OVERWFW ALL EROSION PREVENTION AND ON A BAIR' CONTROL AI MUST BE INSPECTED TO ENSURE INTEGRITY AND IA TER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN DEVELOPED TO ADDRESS THE POLLUTION PREVENTION EFFECTIVENESS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED OR SUPPLEMENTED WITH FUNCTIONAL BuP'S. THE THE CONTRACTOR (OPERATOR) I$ RESPONSIBLE FOR G EROSION PREVENTION MEASURES FOR THE PROJECT EROSION RESTAURANT MANAGEMENT MEASURES INSPECTION AND MAINTENANCE REQUIREMENTS OF NPDES PERMIT MN RIOOOOI, PART M. SUBPART A CONTRACTOR (OPERATOR) MUST INVESTIGATE AND COMPLY WIN THE FOLLOWING INSPECTION AND MAINTENANCE PREVENTION MEASURES INCLUDE BUT RE NOT LIMITED 0 ME FOLLOWING: T 11T1�i T THIS SWPPP INCLUDES A COMBINATION OF NARRATIVE. ATTACHED FIGURE(S) AND PLAN SHEETS NAT DESCRIBE ME REQUIREMENTS: HO LL C R TEMPORARY AND PERMANENT STORM WATER MANAGEMENT PL FOR ME PROJECT THE CONTACTOR MINIMIZE (O PERATOR) A N PLAN AND I APPROPRIATE CONSTRUCTION PRACTICE AND CONSTRUCTION 1 i. ALL SEDIMENT BARRIERS INCLUDING SILT FENCE MUST BE REPAIRED REPLACED OR SUPPLEMENTED WHEN THEY BECOME PHASING TO MINIMIZE EROSION AND D RETAIN VEGETATION WHENEVER POSSIBLE IYMW N4%TTI lWAItILLDR'T NONFUNCTIONAL OR ME SEDIMENT REACHES 1/3 OF THE FENCE HEIGHT. THESE REPAIRS SHALL BE MADE WHIN 24 STILLWiTEW MN 59. HOURS OF DISCOVERY. ALL AREA $ NOT TO BE DISTURBED SHALL BE DELINEATED WITH FLAGS, STARES, 9ONS. OR OVER MEANS NECESSARY TO PROTECT THESE AREAS BEFORE CONSTRUCTION BEGINS ON THE STE. P W 2. TEMPORARY AND PERMANENT SEDIMENT BASINS MUST BE DRAINED AND ME SEDIMENT REMOVED WHEN ME DEPTH OF TEM LgNTALTS SEDIM 72 HOURS OF DDISCOVERy IN REACXE$ 1/2 NE STORAGE VOLUME. DRAINAGE RD flEMOVAt MUST BE COMPLETED CON ECTING TO DI A A SURFACE WATER OR 2 HWRSAFTER CONSTRUC ACTIVITY S REHIM 24 HOURS OF DITCH/SWALE HAS TEMPORARILY OR LYNSBEY PROPERTY PERMANENTLY CEASED. MANAGEMENT LTD. JOHNS EWER. GARTNER RESTAURANT HOLDINGS. LLC ENGINEER. RHO D CONSULTING, NO 3. SURFACE WATERS. INCLUDING DRAINAGE DITCHES CONVEYANCE SYSTEMS, MUST BE INSPECTED F OS EVIDENCE OF CONTACT. CONTACT. STEVE 41!K EROSION AND SEDIMENT DEPOSITION, OPERATOR OR SHALL REMOVE ALL DELTAS AND OPERATOR DEP LL IN SURFACE ALL PIPE OUTLETS SHA HAVE TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN M HOURS ON CONNECTING TO A I1NSOl'nIMNN SIWLLT PRONE: PHONE. 872E382- PI ABOA WATERS, R CATCH DRAINAGE WAYS. CATCH BASINS, AND OTHER THE O ER DRAINAGE SYSTEMS THE OPEE RATOR SHALL RESTA81L12E SURFACE WATER. P4 B(IX M EMAIL: EMAIL S1EVE.JONNSTONWRXODEVELOPMENT.COM TH E AREAS S WHERE SEGMENT REMOVAL RESULTS N EXPOSED REMOVAL AND STABILIZATION MUST TAE PLACE WHIN SYILLWA'It &MN SSWE DAYS OF DISCOVERY, UNLESS PRECLUDED BY LEGAL, REGULATORY OR PHYSICAL CONSTRAINTS, THE CONTRACTOR ALL E SOILS SHALL L STABILIZED AS SOON AS POSSIBLE TO OMIT Sqt EROSION. IN NO CASE SHALL UN - W ORK ED r/n MMKtI'NSAFD' CO GENERAL CONTRACTOR (OPERATOR) SHALL ATTACH HEIR REQUITED P ITED CONTACT INFORMATION TO THE SWPPP AFTER THE (OPERATOR) IS RESPONSIBLE FOR CONTACTING ALL LOCAL. REGIONAL, STATE AND FEDERAL AUTHORITIES RD RECEIVING AREAS, , Ma NCLUDN O G STOCK NLE VE S, HA EXPOSED S FOR MORE AT DAY$ WI PRODING TEMPORARY OR OR PERMANENT ENT CONRECEIVING ny uNNN.uI TRACT FOR THE PROJECT I$ AWARDED ANY APPLICABLE PERMITS. PRIOR TO CONDUCTING ANY WORK. STABILIZATION. (7 DAYS i PROJECTS WM A N S WATER NAT IS I TH VI MPAIRED OR SPEOAL) CONTRACTOR: TBD A CONSTRUCTION SITE VEHICLE EXIT LOCATIONS SMALL BE INSPLCILU ONLY GUN EVIDENCE OF OFF -SITE SEDIMENT TRACKING PROJECT CONTACT: ONTO PAVED SURFACES TRACKED SEDIMENT MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN 24 HOURS OF PHONE: DISCOVERY EMAIL: S. CONTRACTOR (OPERATOR) RESPONSIBLE FOR OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY BMPS. AS WELL L AS EROSION AND SEDIMENT CONTROL BMP'S FOR THE DURATION ON THE CONSTRUCTION I SITE SOIL INFORMATION' WORK AT THE SITE. S\ 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANOR SOIL INFORMATION PROVIDED IS OBTAINED FROM ME USGS SOIL SURVEY (.FERAL PROJECT INFORMATION AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. INFORMATION AND 15 FOR NODES PERMIT INFORMATION ONLY THE OPERATOR SHALL NOT RELY ON THIS SOL INFORMATION 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTON ACTIVITIES 15 HYDROLOGIC SOL PROJECT NAME. DAIRY QUEEN GRILL k CHILL REACHING THE INFILTRATION AREAS AND THESE AREAS ARE PROTECTED FROM COMPACTION WE TO CONSTRUCTION SDI. NAME q AS9FlGATON -' PROJECT LOCATION: OAK PARK HEIGHTS, MN EWIPMENT DRIVING ACROSS THE INFILTRATION AREA. CON STRUCTION START DATE OCTOBER 15, 2010 CONSTRUCTION ENO DATE: JUNE 15, 2011 8580 URBAN LAND- CHETEK COMPLEX B (Id O THIS PROJECT WILL CONSIST OF: REDEVELOPMENT OF 1 31 ACRES SITE FOR ME DEVELOPMENT OF 2.637 SF. 00 GRILL k P L �-j CHILL O np T_TC i�T RFI AT 0 REVIEWS AND PERMITS OAK PARK HEIGHTS, ENVIRONMENTAL, ARCHEOLOGICAL, LOCAL. STATE, ANO /OR FEDERAL REWEWS/PERYIT: AN T fnMTRn% MFASURFS AND TIMING, MINNESOTA affNnurulc m THE — PP TYPE OF REVIEW REQUIRED ACTIONS THE OPERATOR (CONTRACTOR) 15 RESPONSIBLE FOR ALL SEDIMENT CONTROL MEASURES FOR THE PROJECT. N/A N/A SEDIMENT CONTROL MEASURES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING. ARCHITECT THE SWPPP WILL BE AMENDED AS NEEDED AND /OR AS REWIRED BY PROVISIONS OF ME PERMIT. AMENDMENTS WILL BE APPROVED BY BON ME OWNER AND CONTRACTOR (OPERATOR) AND WILL BE ATTACHED TO THE SWPPP AS AN ADDITIONAL SEDIMENT CONTROL MEASURES SHALL BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFORE ANY SHEET. THE SWPPP AND AMENDMENTS WLL BE KEPT ON SITE BY THE CONTRACTOR (OPERATOR) WHENEVER CONSTRUCTCN UPGRADIENT LAND ATION HAS DISTURBING STABLISHEDES BEGIN. THESE MEASURES SHALL REMAIN IN PLACE UNTIL FINAL BRENNER POI HTIPN PRFVFNTON MANAGEMFNT MF SILRE5, ON SLOPES WITH 3:1 OR STEEPER GRADES THERE SHALL BE NO UNBROKEN SLOPE LENGTH GREATER AN ><_Wrflp�1(Ey�y THE CONTRACTOR (OPERATOR) SHALL BE RESPONSIBLE FOR MJ. POLLUTION PREVENTION MANAGEMENT MEASURES. THE 75 FEET. *"iZF:i7 CONTRACOR (OPERATOR) IS RESPONSIBLE FOR INFORMING ALL VSITMS ANO /OR PERSONNEL ON-SITE OF NE POLLUTION (:FERMI ­P RESPONS PREVENTION MArvACEUENT MEASURES ALL STORM DRAIN INLETS AND CULVERT INLETS SHALL BE PROTECTED BY AN APPROPRIATE BNP DURING��' ALL POLLUTION PREVENTION MANAGEMENT MEASURES ARE TO BE CONSIDERED INCIDENTAL TO NE MOBIUZATON BID ITEM. CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAS BEEN STABILIZED. R ' THE CONTRACTOR (OPERATOR) SHALL PROVIDE A KNOWLEDGEABLE AND EXPERIENCED PERSON(S) TO OVER SEE TE UNLESS OTHERWISE NOTED POLLUTION PREVENTION MANAGEMENT MEASURES INCLUDE BUT ARE NOT LIMITED TO ME INLET AND CULVERT PROTECTION SHALL CONFORM TO ME 2005 MNDOT SPECIFICATIONS 2573 AND 3881. - :n ICI IMPLEMENTATION OF NE SMPP AND THE INSTALLATION. INSPECTION AND MAINTENANCE OF THE EROSION AND SEDIMENT FOLLOWING: CONTROL BP'S BEFORE AND DURING CONSTRUCTION. STOCK PILES SHALL BE PROVIDED WITH AN EFFECTIVE SEDIMENT PERIMETER CONTROL AND SHALL NOT R BOTH ME OWNER AND CONTRACTOR (OPERATOR( SHALL BE RESPONSIBLE FOR ME PROPER TERMINATION AND /OR TRANSFER THE CONTRACTOR (OPERATOR) IS RESPONSIBLE ROAN THE PROPER DISPOSAL IN COMPLIANCE WITH MPCA DISPOSAL PLACED IN ANY TYPE OF SURFACE WATER. I DRAWING R OF ME PERMIT. REQUIREMENTS. OF ALL SOLID WASTE D HAZARDOUS MATERIALS ON -SITE VEHCLE TRACKING SHALL MINIMIZED WITH EFFECTIVE BMP'S WERE THE FAIL PREVENT CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH W O STREET T OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER I TIR EET SWEE THE OWNER WILL BE RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF ME PERMANENT STORM WATER ON -SITE, UNLESS DONE IN AN ENGINEERED LEAK -PROOF CONTAINMENT SYSTEM ME ENGINEERED SYSTEM PROVIDED BY ME SEDIMENT FROM TRACKING ONTO STREETS THE CONTRACTOR SHALL CONDUCT SEPING TO REMOVE PRELIMINARY MANAGEMENT SYSTEM(S) AS IDENTIFIED IN AN MAINTENANCE AGREEMENT WIN THE WATERSHED DISTRICT CONTRACTOR (OPERATOR) MUST INCLUDE SITE DRAWINGS FOR ME PROJECT FILE AND WRITTEN ASSURANCE THAT THE SYSTEM ALL TRACKED SEDIMENT. WILL UNLESS SPECIFICALLY STATED ME ENGINEER SHALL HAVE NO RESPONSIBILITY FOR MY SWPPP ACTIV IIES DURING OR AFTER STATE WORK RING A MINIMUM A M 0 OF A 100-YEAR STTORMGEVE CO ANY LIQUID W OR AND SOLID WASTE POTE WATERS WASTE MUSTBE DISPOSEDOF PROPERLY SUBMITTAL CONSTRUCTION. AND IN COMPLIANCE WITH MPCA REGULATIONS A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT SYSTEM TO INFORM 09/14/10 CON CRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITES ME CONCRETE WASHOUT CONTAINMENT SYSTEM AND ALL RELATED ITEMS SHALL BE CONSIDERED INCIDENTAL TO ME MOBILIZATION BID ITEM ALL NONHAZARDOUS WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DULIPSTER OR TEMPORARY SEDIMENT BASINS ON ER APPROVED CONTAINMENT MEN OD AT ME END OF EACH DAY. ANY ALTERNATIVE TO A METAL DUMPSTER MUST BE REVISION SUBMITTED IN WNTING FOR APPROVAL BY ME PROJECT ENGINEER. THE DUMPSTER SHALL BE EMPTIED AS NECESSARY TO PE'vc. DATE TRUwur. RIPIRRFMFNT4 FUNCTION AS INTENDED FOR DEBRIS COLLECTION. NO CONSTRUCTION GARBAGE OR WASTE MATERIAL SHALL BE BURIED TEMPORARY SEDIMENT BASINS ARE REQUIRED WHERE TEN (10) OR MORE ACRES DRAIN TO COMMON ON -SITE. LOCATION (5 OR MORE ACRES FOR PROJECTS THAT DISCHARGE TO IMPAIRED AND /OR SPECIAL WATERS) PREPARER/DESIGNER OF TE SWPPP: STEPHEN JOHNSTON. PE - EMPLOYER: RHO DEVELOPMENT CONSULTING. INC. A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR SHALL COLLECT ALL SANITARY WASTE FROM THE PORTABLE UNITS THE OPERATOR SHALL INSTALL TEMPORARY SEDIMENT BASIN AS INDICATED IN THE PLANS OR AS REQUIRED THE CONTRACTOR (OPERATOR) SNALL PROVIDE AT LEAST ONE TRAINED PERSON TO REVIEW THIS DOCUMENT, APPLY FOR AT A RATE NECESSARY TO MAINTAIN DESIGNED FUNCTION. BY THE NPDES CONSTRUCTION PERMIT NECESSARY PERMITS, OVERSEE ME IMPLEMENTATION OF THE SWPPP AND TO INSTALL. INSPECT. MAINTAIN AND REPAIR BMPS. ALL VEHICLES ON-SITE SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTION MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE TRAINING MUST BE N CONFORMANCE WITH THE NPOES CONSTRUCTION PERMIT REQUIREMENTS. TRAINING DOCUMENTATION MUST START OF SOIL DISTURBANCE THAT IS UPGRADIENT AND CONTRIBUTES RUNOFF TO THE AREA. KEPT ON-SITE WIN THE SMPP AND THE TRAINED PERSON MUST BE AVAILABLE ON -SITE WITHIN 72 HOURS. ALL FERTILIZERS SHALL BE STOWED N A COVERED SHELTER PARTIALLY USED BAGS STALL BE TRANSFERRED 10 A %­E BIN TO REDUCE THE CHANCE OF SNLLAGE. TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED TO PREVENT SHORT - CIRCUITING OF STORM WATER PETTOLEUM PREOU T SMALL BE STORED N Tw SEALED CONTAMERS WHICH ARE CLEARLY LABELED TREATMENT AND PREVENT DISCHARGE OF FLOATNG DEBRIS. L NITS SHALL eE NCUARD MN ALL QU PUEUNG SRCES ANO MAINTENANCE ACnu TES S DARY CENTAINMENT MEASNES SHALL BE NSTAUM AND MAINTAINED eY NE OPERATOR TEMPORARY SEDIMENT BASINS SHALL BE PROVIDED WITH ENERGY DISSIPATION TO PREVENT SOIL EROSION. MP FM NTATON SEQUENCE ANY ASPHALT SUBSTANCES USED w -SITE SHALL BE ARKIM IN ACCORDANCE WIN MANUFACMiER'S RECONKNDAITONS COMMA TOR $HALL COMPLY WM ME FOLLOWNG SEQUENCE. ME CONTRACTOR MAY MAKE ADJUSTMENTS TO ME SEQUENCE AL PAINT D DIT-N E' S H NOT BE OSwMGm INSTO THE STORM SEQUA SYSTEM STORM STALL BE NOT RERLY DISPOSED USE ACCORDING CSS PA TO AND/m AND LNNG COMP IF NEEDED TO ADDRESS ACTUAL FIELD CONDITIONS. CERTIFICATION MANUFACTURE'S INSTRUCTION I I PERFORM MINOR DEMOLITION NEEDED TO INSTALL BMP'S MA­ AND EQUIPMENT NECESSARY FOR SPILL CLEAN -UP STALL BE KEPT N AN ENCLOSED TRAILER m SHED ON -SITE EWPMENT SHALL Uv me Y r: e. w n a..o �. w� a. INSTALL ROCK CONSTRUCTION ENTRANCE(S) NCLUOE. BUT HOT UNTM TO. 8ROOMS. MOPS DUST PANS RAGS QY S. DDO EI ABSORBENT (KITTY LITTER) OIL ABSORBENT 80Q $ AND DE_WATFRING AND BASIN DRAINING ACTIVITIES, "o! Pm o tl LNmsea o:c a •• a 3. INSTALL EROSION AND SEGMENT CONTROL MEASURES TAPERS AND BUCKETS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A. PROTECT BIOFILTRATION BASINS (F ANY) THE OPERATOR IS RESPONSIBLE FOR ADHERING TO ALL DE uir WATERING AND SURFACE DRAINAGE REGULATIONS. Tn BNme :o.s eI !ne S SHALL BE CONTAINED AND CLEANED UP IMMEDATELV UPON MSCO.'ERY $POLLS LARGE ENW TO REACH THE STORM NITER SO S. COMPLE ­S TE DEMOLITION CONVEYANCE SYSTEM SHAIJ. BE REPORTED TO THE WNNESOTA DUTY OFFER AT 1-LWO-A22 -0796 t 1"MI ALL 8. COMPLETE ROUGH SITE GRADING '( 1 7. STABILIZE SITE EXTERNAL WASTING OF MMS AND OVER ­­ SEMICUS AND ENPME OEPWASNG ME ­TED AT THE Ca mnRrnw SITE WHENEVER POSSIBLE WATER FROM DEWA TIERING ACTIVITIES SHALL DISCHARGE TO A TEMPORARY AND /OR 9 INSTALL UTILITIES. I� 8. BEGIN BOLDING CONSTRUCTION THE 5W+PP w UDES THE FOLLOWING PERMANENT SEDIMENT BASIN. I PFy,a! n t891+ De!e I19iI_n0 10. GRADE BIgTLTRATION ON BASK k GUTTER, PAWING, ETL MP 91[fR S MAKING SURE TO PREVENT COACTION 11. COMPLETE FINAL GRADING. STABILIZATION AND PLANTINGS GENERAL SNPP NOTES AND STREETS - ST.' EROSON AND SEDIMENT CONWICL AND TURF ESTABLISHMENT SHEETS - GTI k SI 1 IF WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN, IT SMALL BE TREATED NTH THE 4gnowre sno.r N R mRla .aP'"a<Iron o ff FFECTIVELY REMOVE SEDIMENT. AFTER CONSTRUCTION IS COMPLETED AND ME SITE IS STABILIZED REMOVE ANY TEMPORARY SEDIMENT AND EROSION CONTROL Swov DETAIL -MI$ - Z APPROPRIATE BMPS. TO E wq a ol W � Y I TT WQ �a MEASURES AND RESTORE RY AREAS DISTURBED BY THEIR REMOVAL. ALL DISCHARGE POINTS SHALL BE PROTECTED FROM EROSION AND SCOUR DK.H �o DISCHARGE WATER SHALL BE DISPERSED OVER AN EFFECTIVE ENERGY DISSIPATION MEASURE D oon rcT aFrrlc IHro9MAnaq ALL WATER FROM DEWATERING SHALL BE DISCHARGED IN A MANNER THAN DOES NOT CAUSE NUISANCE f� (NOT:: AREAS ME ROINOED To THE NEAREST HUNORETH OF AN ACRE) CONDITIONS, EROSION, OR INUNDATION OF WETLANDS. IN AMT MAINTENANCE. TOTAL PRO AREA 131 AC ALL INSPECT SN MAINTENANCE. REPAIRS. REPLACEMENTS AND REMOVAL RE TO BE CONSIDERED INCIDENTAL TO THE BYP BID TO AL LAND AREA TO BE OISTIRI ED 1.22 AC _ PRE-CON ITEMS. POST -COM FIRVCTOWH y PgVM AREA 0 0 73 AC MPERVXAS AREA ADOEO: - D 1 AC THE CONTRACTOR (OPERATOR) IS RESPONSIBLE FOR COMPLETING REWIRED INSPECTIONS MAINTENANCE AND OBSERVATION OF RECEWNG INTERS WITHN 1 MILE FROM N MCT BOUNDARIES WEATHER WEATHER CONDITIONS AND RAINFALL AMOUNTS TO ENSURE COMPLIANCE WITH THE PERMIT REQUIREMENTS WAT[R BmY IM y+ETU m FINAL STABILIZATION THE CONTRACTOR (OPERATOR) SHALL OBSERVE THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE THE PRD.ECI DOES NOT DBOHMIGE RUNOFF TO AN NPAIRCD OR SPEOAL WATER CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 05 INCHES IN IN 24 HOURS. THE IS NOT LOCATED N A KARST MEA THE OPERATOR IS RESPONSIBLE FOR ENSURING FINAL STABILIZATION OF THE SITE. FINAL STABILIZATION E PROSCT DOES HOT OSwMGE 0 A CALCAREOUS FEN. INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: Development Consulting THE CONTRACTOR (OPERATOR) SHALL KEEP A SUMMARY MANTENANCE /CONSTRUCTION OBSERVATION REPORT TO BE RECORDED AFTER EACH 91E MST /OBSERVATION RECORDS SHALL INCLUDE THE FOLLOWING ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED. 1 DATE AND TIME OF INSPECTON$ 2 NAME OF PERSON CONDUCTING INSPECTION ALL EXPOSED SOILS HAVE BEEN UNIFORMLY STABILIZED WITH AT LEAST 707. VEGETATION COVERAGE. P.O. BOX 357 3 FINDINGS BEEN CLEARED OF GS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS IF NECESSARY vROODHrn STORY ortR TR �nENl SIYWRY LONG LRVOE, MX 55356 A CORRECTIVE ACTIONS TAKEN ALL DRAINAGE DITCHES, PONDS AND ALL STORM WATER CONVEYANCE SYSTEMS H 5. DATE AND AMOUNT OF RAINFALLS GREATER MAN D5 INCHES IN 24 HOURS STONWATER 4 O3wANxo TO YUMOIµ SYSTEM WIN REOONAL TREATMENT SEDIMENT AND STABILIZED TO PRECLUDE EROSION. -,NE, DATE FAX: W�DBI6 WNT 6. MENTION OF ANY CHANGES MADE TO THE SMPP 7. A SITE MAP INDICATING ACTIVE CONSTRUCTION AREAS AND LAND OISTURBING ACTIVITIES ALI, TEMPORARY BMPS HAVE BEEN REMOVED AND PROPERLY DISPOSED. I SHEET THE CONTRACTOR (OPERATOR) SHALL SUBMIT A COPY OF ME WRITTEN INSPECTIONS MONTHLY TO ME OWNER. THE CONTRACTOR (OPERATOR) MUST KEEP THE SWPRP. ALL INSPECTION REPORTS AND AMENDMENTS ONSITE. ME Twr m e oRIN WATER AHADEUixr SnTFW FINAL STABILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH MNDOT 2005 SPECIFICATION 1 CONTRACTOR (OPERATOR) SHALL DESIGNATE A SPECIFIC LOCATION TO KEEP ME RECORDS WHENEVER CONSTRUCTION ACTIVITY PERMANENT STOWIWATER TREATMENT MEASURES ARE NOT REQUIRED BY THE NPDES CONSTRUCTION PERMIT E,­ TO REGIONAL TREATMENT SWPPP PLAN 15 IN PROGRESS SYSTEM PROJECT NO. GRH10001 I SNVPPP1.1 FILE SWPPPIOIGRHOI DWG I OYMER/DEVELOPER 60TH STREET N. LUMINAIRE SCHEDULE GARTNER STATE HIGHWAY NO. 36 11b1 11, "1,- L_ LF RESTAURANT wml9 KAD 400M R4 A Li-i 400w ONE 400-WATT HOLDINGS, LLC 15 AAI 0 (PULSE START) MH. R4 R,A,ckm. FW ST-37 PULSE KAZI-400M-R4 380 0.72 456 ,0999 Kom MAYIIFID I'T --- - - - -- - - - - - - - - - - - - - - - - - - --- - ---- - - - - - - - - - - - - - - - CCutoff MEETS THE METAL � E -(PULSE-STA M WtGNTTIM FRIENDLY' HORIZON TAL W OSMON , FIT)- CRITERIA 0 KAD 400M Ft4 A*, L.-W,. 40OW ONE 400 -WATT CLEM KAO-�-R4 35000 0.72 912 AA2 (PULSE START) MH, R4 Refl-, F0 OT-37 PULSE START E LYNSKEY PROPERTY C.I.If ME THE METAL E ......... . ........ .... ..... . ..... .. . Ni�TTIME ETS FRIENDLY HORIZONTAL WOSITION. -(PULSE-STA RT)- MANAGEMENT LTD. SOUTH FRONTAGE ROAD CRITE A ltss-.WS'Tsm KAO 400M SR4SC ".. L-oi- "M ONE 400 -TT CLEM 3 (PULSE ST KA10400145 38000 0.72 456 sTmL­TRKiaI 5- HORIZONTAL PO t I �2 11 ART) MR. FIsl -.. E028 PULSE START R4SC-(PiA-SE Q'IsH SR4 " � �, METAL HALIDE SC " R..V­ F,11 POSITION -ST.T).- MEETS T4 'NIGHTTIME X, FRtEN0LY` CRITERIA I PROJECT .. . .... . ..... .... . ....... KAI) 400M SR4SC ... L-in {DOW ONE 400 -TT CLEM N 882 2 Hi P ED2a PULSE START KAO-40(Ail-S 38000 072 912 Q SR4SC Shrp �1,ff. METAL HALIDE IN R4SC-(PULSE 1 1 (PULSE START) MH, A, t2 a5 FW C.I.If HORIZONT IDE OSPON 1, I�" 12 I� 4 , _STMT i- . . ...... . . MEETS THE 'NIGHTTIME TART SR2 R,fi-t- FWI C,W-ETAL AILUE 1. 7 FFIIENDLY' CRITERIA HORI ZONTAL P TIDN TART),- % -- - - - - - - - - -- 12 bi 1S 11 1 13 13 11 tI W o �2 ... L.-it. 40IYiII ONE 4W WATT CLEM KAD-400M-S 38000 0.72 456 -1, III [I s 17 Is -- - - - - - - - - - [3 CCI 2 (PULSE START) MH, High Pwf-cs ED28 PULSE S R2-(PULSE-S 11�� I T.� , , , , t 12 1 t I s 2., k, v MEETS THE 'NKiHTTIME HORI 0S1 I;i 1 T t�3 FRIENDLY' CRITERIA 11 12 '1 STATISTICS Iks-optim S"I0 A, I I 14 1 1 C. Is 1 3 OAK PARK HEIGHTS, cd�amle A N A MINNESOTA C", 11 I'll 0 a, 1. 01 11 00 11 1 12 C. 1 z 1.4 I Is I I Is ft,ki,,g :d. ARCHITECT 01i-1 1 11 1 04 1. 17 8:1 11:1 C 12 Is LIl 1.2 fl, 7.1 fl, OD 1. N A N A LARSON I ti 1. 13 s LI Is t NOTES BRENNER h I D­ I sd A­i-1, 1-1 "Mi-bil-tY th I 7 2 21 2, 1 1 1 2 ..d. -d �din--A. W4 �,t ran 21 21 1 1 1� 1.2 111 2" IA 0. tit 51 Is Ti d--tl Wt z -y I t 1-11k, me If this pl-k. 2. Uqhtm t­k �o�.d is -t W 1 3e : Y DRAWING 3. All -din,./.II-I.tion, II 19 11 11 0 r m - 4. All r..t .... .. is 0 25* 0' A F G� pp z 7., 7.7 %3 jl� 7 1 1 PRELIMINARY ---- -- ----- - ----- II, 1 1 22 -,,1 Is 12 1, 1, SUBMITTAL > M 09/14/10 < m 1� li 12 13 .s I I "I Is z c REVISION rn -- Il 1. 12 11) D. '2 , 444 1 � 1. 1 1 Is I, Is I �ill S. I I I s I 1 5 1.2 U., I , - li I. " li, -j 17 1 3 1 1.. 1x 1.9 11 70 1., 9.0 11 1 7 tc, Is t,, C] 21 2.1 ZII . ....... . . . -A. / , - --- ��R�I l�I I I ,, I ' .I a -3 1 Is 5 74 CERTIFICATION 3 11 111 1 2 1 isz nr I, - - . .. ._ A, - .''� - - 6 A "or 1. �. . ...... ... f DAVIS ASSOCIATES, INC. Is Is t� t2 I T, T I IT' 1. 14 2. 7. 6446 Fivin- Cloud Dr. 5. 1. �3 Eden Prairie, MN 952-941-0410 51 1,5 79 1 7 1 1. 11 _zj 1 Is 11 b2 I' iii I�0 nx 01 13 P 1 t2 --daJi -- 1 - 1 - 43 I I I I 1 -0 t I n i I t. -- - - - - - - -- - 13 1 1 11 A m velopmcnt Consulting it De W KISIX P.O. BOX 357 LONG L ANE. MN 55356 IIHON FAX ilsM4 176 I SHEET - - - - - - - - - -- - - �'' , LIGHTING PLAN PROJECT NO. NORTH 0 20 40 GRH10001 E1.1 I FILE E I 01C.H01 0\Y