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HomeMy WebLinkAbout2025-08-19 (Recd) Development Applicaiton C l) Rid iwer L —pvin Ccb City of Oak Park Heights (-t Q 2-- 14168 Oak Park Blvd N. •Oak Park Heights, MN 55082 • Phone(651)439-4439• Fax(651)439-0574 Development Application RECEIVED AUG 19 2025 Type of Request(s): ❑ Zoning District Amendment 0 Home Occupation Er Conditional Use Permit 0 Site Plan/Design Guidelines Review ❑ Variance:Single Family Residential 0 PUD Amendment ❑ Variance: Other Residential/Commercial ❑ PUD Concept Plan Approval /Industrial ❑ PUD General Plan Approval ❑ Subdivision: Major 0 Street Vacation ❑ Subdivision: Minor 0 City Financial Assistance ❑ Comprehensive Plan Amendment ��1(C. (r Base Fee: $400 Escrow Amount: $1 000 Check#14067 Street Location(Address)of Property: 14819 59th St N f-4 Legal Description of Property: Outlot A, Oak Park Heights Auto Plaza,Washington County This Property Is ❑ Abstract ❑Torrens(Certificate#) Property Identification Number(PIN, PID): 04.029.20.11.0162 OWNER INFORMATION Name: Stillwater Auto Holdings LLC Address: Street: 14819 59th St N City: Oak Park Heights _ State: MN Zip: 55082 Email: Centralautomotiveco@msn.com Telephone: Home: 651-303-5367 Business:651-439-9324Fax:651-430-8140 Other: APPLICANT INFORMATION Name: David C. Triemert, Jr Address: Street: 14331 57th St N City: Oak Park Heights State: MN Zip: 55082 Email: Centralautomotiveco@msn.com Telephone: Home:651-303-5367 Business:651-439-9324 Fax: Other: Owner/Applicant Initials DA, City of Oak Park Heights 14168 Oak Park Blvd N. • Oak Park Heights, MN 55082 • Phone(651)439-4439• Fax(651)439-0574 Development Application Page 2 Description of Request(s): Parking lot with up to 30 spaces. North side of property. If a request for planning/zoning action on the subject site or any part thereof has been previously approved, please describe below: 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 shall 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 have been 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 Fair 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 the 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 assesses against the subject real property if unpaid by October 31st of each year. Property Address: 14819 59th St N, Oak Park Heights, MN MN 55082 Date: 08/19/2025 Owner Signature:batlW Tits)me'r1- Owner Printed Name: David Triemert, Ji Date: Applicant Signature: Dewita Tiii f- Applicant Printed Name: David Triemert, Jr n E A to ,x CALL 48 HOURS BEFORE DIGGING Unties Underg^^o''v►dpL�ocation Center VI/'AL OH T Know wh is below, all before you dig. CENTRAL AUTOMOTIVE PARKING LOT ADDITION CITY OF OAK PARK HEIGHTS, MINNESOTA 55082 LOCATION MAP NT.S. SHEETINDEX SHEET TITLE C1101 COVER SHEET V101 EXISTING CONDITIONS SURVEY GD101 DEMOLITION PLAN CS101 SITE PLAN CU101 UTILITY PLAN CG101 GRADING, DRAINAGE, & EROSION CONTROL PLAN CX101 DETAILS CX102 DETAILS CX103 DETAILS LP101 PLANTING PLAN LP102 PLANTING DETAILS LP103 PLANTING DETAILS RECEIVED AUIG 19 2025 ANDERSON 13605 1st Avenue N 9100 Plymouth, MN 55441 1 ae-mn com P 763 412 4000 1 F 763 412.4090 Ande zoi a ,..t ng of C.1 inn�sotr LLC CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. pRINT NAME: GREW PAESSMER PE SIGNATURE: DATE- 72fit2p2$ LICENSE NO. 62823 NO. DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/2512025 DESIGNED: DRAWN', I CHECKED BY DMM DMM DMM DRAWING TITLE COVER SHEET F1M.. TA I RCUI 61 C1101 PLOTTED: COMM. NO. 18711 E c,l E N E i X I Ly 12• ou, r R �E a o.x asp . V ,� s B..B .^~a ,t .. 16 I. nY � ' . � I '� f � 1, • �20TINE .. r g , it eox aDEB s ,p� 1 1 } � .• pus ,r oqx ae Iry 1 •1 v.,rrer� _ .ar 1 -orw, -�- i f ox can N1 3 z �� V ,a tt� � -.II �+` 1` Os•.o, w.11, sr'Apr` �� fO YY► .L QE� �� �' ;".46 � f � - �.M1 ix• w+ �r raw 5W_ 0.%I011lo No. Me,a OhuTY AND ROADWAY ER$ETLEM} f1MMSEb IN a tWMBM MIJIs34 AS BEND Ja FEET IN SAWN, Tint ,a FEET OF beS "As VACA10 YEH AESOLUT04 20-D7-35,. LEA"13 20 FM RCMA094L 1 I +a MWW3s - ,r �- __DppNAU An Vhu:Y EAB GENT-_r;' re•' '�/�.[p�{r�,�].�j •a rrre r . tz .wx .,ms - .1 �:�• �'^' f •U- J.w' +fw l �r strr n[[II . r•- t '`�ryl� .'T i 7 ` ■' VV"« $ r �. w. 11+'sla �r tra., L 0 . wu. ,r .@r r.rwr B L Q C K + �� r e �J r.s (1iw n +aI YwI,IFilr0 r,. ._ �f r ~��-•/��{ oswawo-��— f.+..J l k.T" rse.am,o•[w f 0,r aw ,rosnrr Ir oona.000 V f �r so. non *7 1 .1 F, — l ,Y Box EIDER A 10e Y[VCt W YeoOE ,r annsa ie- A % SURVEY FOR: CENTRAL AUTOMOTIVE PROPERTY ADDRESS: Osgood Avenue North, Oak Park Heights, Minnesota. LEGAL DESCRIPTION: (A PORTION OF THIS DESCRIPTION IS DEPICTED HEREON). Lot 1 Block 1, OAK PARK HEIGHTS AUTO PLAZA 2ND ADDITION, Washington County, Minnesota. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated: July 3, 2025 Anderson Engineering of Minnesota, LLC by. AE'MrK •br'E Daniel Greenwald Minnesota License No. 52134 NOTES: 1. The horizontal datum and bearings are based an the Washington County Coordinate System NAD133 (2011). 2. The vertical datum is NAVD BB. The site benchmark is the top nut of the hydrant located south of the southwesterly property comer (depicted hereon). Elevation = 90B.76 feet. 3. The area of the property described hereon is 113,606 square feet or 2.6080 acres. (A PORTION OF THIS DESCRIPTION IS DEPICTED HEREON). 4. The location and extent of underground utillties, if shown, ore based upon existing drowings provided by the utility m 1 . There is no e e Call markings per ticket nv ber 90 3D338 e tompgnles, above ground avidonta and l:dphrr Slat One ql g guarantee as to the accuracy ar the completeness of this Information. The size and location should be considered approximate. Additional underground utilities may be present. Verification of the sxistence and location of all utilities should be obtained from the ul7Ely owners prior to any pEonning ru design. In accordance with Minnesota Statute, the location of utditles shall be confirmed pdor to any demolition ar constmcllvn. 5. The untagged tree information shown hereon was collected during the field survey by non -forestry trained Anderson Engineering of Minnesota survey personnel. Some trees were togged by Larry Westerberg CIF 1011, Tree sizes are estimates and locations are accurate to plus or minus three Feet. 6. No title work was provided for the preparation of this survey to verify the legal description or the existence of any easements or encumbrances. 7. According to the Gty of oak Park Heights, the subject property is Zoned B-2 (General Business) and has the building Setback m requireents listed below. It is recommended that the property owner obtain a zoning letter from the City to verily all canditlons that affect the property through the cEty zoning ordinance. This survey dots not purport to descrine qll condlCwna contained in said ordinonce. Building Setbacks Front=40 feet Rear =20 feet Side =10 feet Abuts Residential = 20 feet B. This survey consists of fieldwark that was conducted in February of 2019. with supplemental work conducted in June of 2025. The survey limits of the June 2025 survey are depicted hereon. LEGEND Q CATCH BASIN A. OO COMM. JUNCTION BOX CULVERT HYDRANT LY POWER POLE c— POWER POLE ANCHOR Q SANITARY MANHOLE SIGN QD STORM MANHOLE FOUND IRON MONUMENT CONIFEROUS TREE DECIDUOUS TREE —onw— OVERHEAD WIRES >— SANITARY SEWER — » — STORM SEWER 2025 SURVEY LIMITS PROPERTY LINE CONCRETE SURFACE BITUMINOUS SURFACE 0 30 60 SCALE IN FEET RECEIVED AUG 19 AN DERSON ae-mn F CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA- PR[NT NAME: DREW MESSMER PE SIGNA7URE DATE: 7I25f= LICENSENO. 62823 REVISION LOG NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/25/2025 DESIGNED DRAWN CHECKED BY: DMM DMM DMM DRAWING TITLE EXISTING CONDITIONS SURVEY DRAWING NO. V101 PLOTTED: COMM. NO. 18711 9 0 W 0 0 0 x 89'59'13'E - 54.97' I A ,9 • r ` �� �'; `xr e' 1-24'38"E - 9.87' as- 141 N s� I N89iyp'41"E — 9.65' �'90 {• §� �W. N13'C9'W — 26.5 B. v I I I I , 1 4 a ' o� ',r r 1 ti 6 i I 5g � � • ,t I ,� � 1 II �, I 2 1 I 1 r• — 1 ..nz Y�Y i a y> _ LsX1 SO'59'19"E — 1.54 r_ 4L 7— g + I 1 (D � lk —f' o ��o I v I EX. BUILDING/may ` I I " (29 EX. STALLS PROV'D) 5-..-.._....._ L • ] Y� — J --- tiv N I ) 0 25' 59 >4MICIZI PROPERTY LINE -- -- - • — CONSTRUCTION LIMITS - — — — - EX EASEMENT LINE - — 9aD — - EX. MAJOR CONTOUR EX. MINOR CONTOUR EX WATERMAIN / SERVICE t EX. SANITARY SEWER EX STORM SEWER EX OVERHEAD POWER LINE EX CONCRETE CURB & GUTTER �j 0 EX. HYDRANT & GATE VALVE Qs EX SANITARY MANHOLE ® EX. SANITARY CLEANOUT DQ ® ® EX. STORM MANHOLE / INLET EX SIGN EX. CONIFEROUS TREE EX, DECIDUOUS TREE EX CONCRETE PAVEMENT 0 EX BITUMINOUS PAVEMENT ® PARKING COUNT PER SECTION XREMOVAL I DEMOLITION ITEM REMOVAL / DEMOLITION HATCH KEY NOTES 10 REMOVE EX, TREE 2Q REMOVE EX. DEAD TREE Q3 REMOVE EX. SIGN Q REMOVE EX. TRAIL QS SAWCUT & REMOVE EX. CONCRETE CURBING © PROTECT EX. TREES 70 PROTECT EX POND OUTLET STRUCTURE RECEIVED AUG 19 2025 CALL 48 HOURS BEFORE DIGGING Uffibea Underground Location Center DIAL 8fl Know wh/�t' , below, ball before you dig. ANDERSON 1-605 A enue N �100 Plym ou Lh, hiN 55d41 ae-mn coin R 41, 4000 F 76- 412 40-0 :.n , _ ... : iK .. i •ig c• M i.. _ .., . CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME DREW ME MER• PE SIGHATi]RE 11 7___ 25 LICENSE No. IWA REVISION LOG NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/25/2025 DESIGNED I DRAWN CHECKED BY DMM DMM DMM DRAWING TITLE DEMOLITION PLAN DRAWING NO. CD 101 PLOTTED: COMM. NO. 18711 C W 0 0 O 3'46"W - I '00'41"E 10.0' o n 7 2 if SO'59'19"E - 1.5 -j I EX. BUILDING ............- _... I. I II (55 TOTAL STALLS PROV'D) - ` - 54.97' r o� 1 o. may. I \I \ 6 I 2 \ 1 j 7YP 1 - - �o a \ , p �' R269.63, 7 - - c I I N8957.W*W - 471.5V IIII I I � I I 111 I l III y I 1 I II I I � ^ PROPOSED DRAINAGE & UTILITY -� I EASEMENT LINEWORK ( m I NEW EXPANDED STORMWATER POND 1� I I II II E II 1 I I EX DRAINAGE & UTILITY II EASEMENT LINEWORK 1\ I l� RECEIVED AUG 19 2025 j� IN f `V 0 25' 50, LEGEND PROPERTY LINE — - ----- CONSTRUCTION LIMITS - EX EASEMENT LINE - — — — - NEW D & U EASEMENT LINE NEW CONCRETE CURB & GUTTER NEW BITUMINOUS PAVEMENT ® NO PARKING / ADA ACCESS AISLE NEW HANDICAP STALL SYMBOL NEW HANDICAP SIGN ® PARKING COUNT PER SECTION KEY NOTES O NEW B612 CONCRETE CURB & GUTTER, SEE DETAIL #7 ON SHEET CX101 FOR MORE INFO, O NEW ASPHALT PAVEMENT, SEE DETAIL #6 ON SHEET CX101 FOR MORE INFO. O NEW HANDICAP ACCESSIBLE SIGNAGE, SEE DETAIL #2 ON SHEET CX102 FOR MORE INFO, ® NEW 2' CURB CUT OPENING, SEE DETAIL #9 ON SHEET CX101 FOR MORE INFO, O NEW 3' CURB TAPERS, SEE DETAIL #9 ON SHEET CX101 FOR MORE INFO. © NEW 3' CONCRETE VALLEY GUTTER, SEE DETAIL #8 ON SHEET CX101 FOR MORE INFO, O NEWS CURB TRANSITION FROM EX CURBING TO NEW CONCRETE CURB & GUTTER SECTION O NEW HANDICAP SYMBOL & PAVEMENT STRIPING, SEE DETAIL #1 ON SHEET CX102 FOR MORE INFO. CALL 48 HOURS BEFORE DIGGING Utilities Underground Location Center DIALGII Know wh is below , ball before you dig. ANDERSON P __�I�.. F-L3, <<05C CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIOR OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA- PRINT NAME: DREWMESSIMER. PE SIGNATURE: DATE: 7/25/2025 LICENSE NO. 62823 NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/25/2025 DESIGNED DRAWN CHECKED BY DMM DMM DMM DRAWING TITLE SITE PLAN DRAWING NO. CS101 PLOTTED: COMM. NO 18711 0 N E rt----------- 6. - -r.. I ........... I I I EX. BUILDING (55 TOTAL STALLS PROV'D) ^ I I -~ — s I I \ s I \ = 1 I I\ ( V. \ 3 I\ \ I \\ c I I \ 1 1 I \ I \ f ST-1 \ \ I 2r ST MHI \ \ f RIM-90c90 \ s INV(S)=901.60 \ \ I \ \ f \ \ � \ 1 r \ \ � \ 1 7 126LF- _ ! 12" HDPE ST @ 0.32 I \ I ST-2 60" ST MHI y I' WI SAFL BAFFLE 8 SKUNK SKIMMER ' SEE DTL #1 ON SHEET CX103 FOR INFO `1 - R17A.905-Sx I SUM1 =B96,39 INV(N)=901.39 II , INV(S)=901.39 29 LF - 12" HDPE ST @ D.32 ST-3 —1r ST FES — INV(N)=901-30 NEW EXPANDED INFILTRATION BASIN BOTTOM = 900.50 NWL = 901,30 HWL = 9OZ50 0 N 0 20' 40 LEGEND PROPERTY LINE EX EASEMENT LINE NEW D & U EASEMENT LINE EX WATERMAIN / SERVICE EX. SANITARY SEWER EX. STORM SEWER EX. OVERHEAD POWER LINE ««— NEW STORM SEWER • NEW STORM STRUCTURES NEW RIPRAP (SEE DETAILS) CONTRACTOR NOTES 1. TOPOGRAPHIC SURVEY INFORMATION SHOWN HEREON, SHALL BE VERIFIED PRIOR COMMENCEMENT OF UTILITY UNDERGROUND WORK. 2. THE LOCATION AND TYPE OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY. THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY OR MUNICIPALITY, IS RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES. 3, ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE MUNICIPAL, WATERSHED DISTRICT, COUNTY, MPCA, DEPT- OF HEALTH, AND MNDOT PERMITS. 4, LOCATE AND PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 5, HDPE STORM SEWERS MUST MEET ASTM F714 (SEE MINNESOTA RULES, CHAPTER 4714 SECTION 1102-4 AND INSTALLATION STANDARD 1). WATER TIGHT JOINTS MUST BE USED AT ALL CONNECTION INCLUDING STRUCTURES. THE INSTALLATION MUST COMPLY WITH ASTM D2321. 6, ALLJOINTS & CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE WATER TIGHT. APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATER TIGHT CONNECTIONS TO MANHOLES AND CATCH BASINS. 7, SUBSTITUTIONS FROM INFO, SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD AND CITY ENGINEER. RECEIVED AUG 19 2025 CALL 48 HOURS BEFORE DIGGING Utz m Underground Center VIAL GII�� �W r- Know wh f's below, Gall before you dig. ANDERSON Piv--Lh ford 5_, _ ae-mn cum P �n3 F'c'_ 4" CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA- PRINT NAME: DREW MESSyER, PE SIGMITUR' 4W DATE TJ25f2025 LICENSE NO. NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/25/2025 DESIGNED I DRAWN CHECKS BY I DMM DRAWING TITLE UTILITY PLAN DRAWING NO. CU 101 PLOTTED: COMM Na 18711 N E EROSION & SEDIMENT CONTROL PLAN NOTES 1• GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION 2. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES SHOWN. GRADING CONTRACTOR SHALL IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES REQUIRED TO PROTECT ADJACENT PROPERTY. 3. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR DURING GRADING OPERATIONS. 4. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT CERTIFICATION OF ALL CONTROLLED FILLS WILL BE FURNISHED TOTHE OWNER DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. 5. ALL DISTURBED AREAS, EXCEPT AREAS TO BE PAVED AND/OR SPECIFICALLY DESIGNED BY A LANDSCAPE PLAN, SHALL BE COVERED WITH A MINIMUM 6" OF TOP SOIL. ALL DISTURBED AREAS SHALL BE SEEDED & MULCHED WITHIN 72 HOURS OF FINAL GRADING. SEED MIX: MIN DOT NO. 25-131 220#/ACRE MULCH: TYPE 1 2 TONS/ACRE (DISK ANCHORED) FERTILIZER: 150#/ACRE RATE OF APPLICATION 20-10-10 ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE WITHIN 200 LINEAL FEET OF ANY SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE: TYPE OF SLOPE TIME: STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS FLATTER THAN 10:1 14 DAYS (MAXIMUM TIME AN AREA REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) 6. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BE CLEANED DAILY. 7. ALL REQUIREMENTS OF THE WATERSHED DISTRICT SHALL BE PER THE PERMIT. 8. ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND IMPLEMENTED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE MPCA'S "PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACTICES FOR MINNESOTA". 9. ALL SOLID WASTE/CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH MPCA REQUIREMENTS. HAZARDOUS MATERIALS SHALL BE STORED/DISPOSED OF IN COMPLIANCE WITH MPCA REGULATIONS 10. INLET SEDIMENTATION CONTROL IS TO BE PROVIDED TO ALL STORM SEWER CATCH BASINS, 11. CONTRACTOR SHALL PREVENT SOIL LOSS DURING CONSTRUCTION DUE TO WIND EROSION. 12. EMPLOY EROSION CONTROL BLANKET ON ANY NEW SLOPES STEEPER THAN 4 (H) TO 1 (V). I I I I 0 / r � eys�B9S.6'°• � y°Q f FS -� htE 9fl2.1 s ME 900-15 1 89 . 90429 M 699.iH 1� a9733 s 7 M e9 _ta 9lOL-01 on 91F�.s'Y - 8N is1 _ _ , ]�,.,� F 905.i4 a =p 4 F -96 N..c _L0 2 .51 _ i�9+.0 ) KEY NOTES O INSTALL & MAINTAIN PERIMETER SILT FENCE, PER DETAIL O INSTALL & MAINTAIN INLET SEDIMENT PROTECTION, PER DETAIL O INSTALL TEMPORARY ROCK ENTRANCE AT CONSTRUCTION INGRESS & EGRESS LOCATION, ® HANDICAP PEDESTRIAN ROUTE: SURFACE GRADES SHALL NOT EXCEED 2.0% IN ANY DIRECTION. O APPROXIMATE CONCRETE WASHOUT LOCATION, SEE DETAIL FOR MORE INFO © INSTALL PERMANENT RIPRAP AT FES, PER DETAIL EXTEND RIPRAP TO PERMANENT POND ELEVATION. INSTALL PERMANENT RIPRAP AND UNDERLAIN GEOTEXTILE FILTER FABRIC ON SLOPES STEEPER THAN 3:1, PER MnDOT SPECS SECTION 360t ' EIiC 90 Al RIM 994.9s 9C' �,7x 5 e E fl4 .ii \ SAC pi �r j m a96.60 7 j L______________ M�6.09 \ I-9�7 L 965.32 � crjil ii \ 52 ix ( A'ST f o 1 } 6. 9Ds.ia TCJFL 955-91 N I 5� Il FL 906.68 FiIF Ea 96s.sa Y IRE 89a.40 F TGFL 90 .00 ?rg to ME ,. 5.% FLMP 905-73 I e v°sEfi 906.E .. ,:�Ox , r 't' `re' •. I ° I �\ fi L9s9.2fl � ME 906.06 '' ••-.�FL 905.:+) � :.tlS i 0 91 M 9a1a6 a9 M L 9s629 •-. � ME L 996.30 FL 906,57 y.F TC.FLFLP 5 50 _y' y lb - I 1+' LIHP Poa.75 003 901 � 1 M 962.85 1 \\ Y ! MFJFL 906 • 1. P - Nv 901-30 I " 33.Sx PLR-op-966.57 1 . iJ^ ypS as.az \ .. .6 s�.3z} 1 \\ •" r ✓j ��� .T T:rN $ \\ mi L906.t3 2 f _-------___� •FIFE 99605 I•r OID \\ w� m \\ '{ y I N 1 s S, 49S i NEW EXPANDED INFILTRATION BASIN J t ' ._....,(_ ... .. I BOTTOM = 900.50 sa,r�. J� ! [. I N WL = 901.30 •; r IV / I CALL 48 HOURS BEFORE DIGGING Ut&wa Underground Location Center DIAL 8fl ��r • Know wh f+s below, Gall before you dig. -,A Y EX. BUILDING (55 TOTAL STALLS PROV'D) ' • tr ~•' f' •' • % \ / + { r 11 N D 217 40' ANDERSON LEGEND ' PROPERTY LINE EX EASEMENT LINE - - - - - NEW D & U EASEMENT LINE - - 900 - - EX MAJOR CONTOUR - - e•- - EX MINOR CONTOUR CENTRAL 900 PROPOSED MAJOR CONTOUR 699 PROPOSED MINOR CONTOUR AUTOMOTIVE ---------- GRADE BREAK/ FLOW LINE EX CONCRETE CURB & GUTTER PARKING LOT NEW CURBING (IN -FLOW) NEW CURBING (OUTFLOW) ADDITION EX STORM SEWER < « NEW STORM SEWER mo• NEW STORM STRUCTURES 14819 59TH ST N OAK PARK HEIGHTS, DRAINAGE ARROW ocooa+ FINISHED GRADE ELEVATION MINNESOTA 55082 PLC+ FLOW LINE OF GUTTER / SWALE n.tw D HIGH POINT LP 900.1 LOW POINT I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIOIy OR i RIM 9W.1 RIM ELEVATION REPORT WAS PREPARED BY ME OR UNDER MY DIRECT AAE9�1 MATCH EXISTING GRADE SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE Eo soa.i EMERGENCY OVERFLOW OFMINNESOTA SF SILT FENCE PRINT NAME: DREWMESSmEFL PE h v INLET PROTECTION 0 RIPRAP SIGNATURE: 0 CONSTRUCTION ENTRANCE DATE: 7Q&2025 LICENSE NO, 62823 REVISION LOG EROSION CONTROL BLANKET Na DATE DESCRIPTION OF REVISIONS j CONTRACTOR NOTES - - 1. TOPOGRAPHIC SURVEY INFORMATION SHOWN HEREON, - SHALL BE VERIFIED PRIOR COMMENCEMENT OF GRADING WORK, r - I 2, CONTRACTOR AND OWNER ARE RESPONSIBLE FOR NPDES - - PERMIT APPLICATION. CITY & MSCWMO SUBMITTAL I 3, PROP05ED SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADE, OR GUTTER GRADE IF SHOWN ON NEW 7/25/2025 i CURB. 4. ALL PROPOSED CURB TRANSITIONS, OPENING/CUTS, AND DESIGNED I DRAWN CHECKED BY. 1 TAPER AREAS SHALL BE REFERENCED ON THE SITE PLAN DMM DMM DMM 7 SHEET CS101. DRAWING TITLE I 5. LOCATION & TOP ELEVATIONS OF INLET & STRUCTURE m RIMS/CASTINGS MAY NEED TO BE ADJUSTED IN THE FIELD THE BY CONTRACTOR WHERE NECESSARY & SHALL BE i APPROVED BY THE ENGINEER. GRADING, 6, TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES. LOCATIONS OF UTILITIES SHOWN ARE BASED DRAINAGE & ON SURVEY AND/OR AS -BUILT INFORMATION AND MAY + NOT REPRESENT ACTUAL CONDITIONS. CONTRACTOR IS EROSION • RESPONSIBLE FOR UTILIZING UTILITY LOCATES PRIOR TO STARTING ANY WORK CONTROL PLAN 7. CONTRACTOR SHALL REMOVE ANY/ALL TRACKED SEDIMENT FROM ADJACENT ROADWAYS, WITHIN 24 HOURS OF DISCOVERY. _ 8 PERIMETER EROSION MUST BE INSTALLED AND INSPECTED DRAWING NO - BY THE CITY REPRESENTATIVE PRIOR TO FURTHER CONSTRUCTION ACTIVITY. PROVIDE 24 HOUR NOTICE. RECEIVED AUG 19 1015 CG101 PLOTTED: COMM NO. 18711 WIRE MESH J �� ENGINEERING FABRIC REINFORCEMENT (OPTIONAL) FABRIC ANCHORAGE TRENCH OR WOOD BACKFILL WITH TAMPED METAL POST OR STAKE NATURAL SOIL DIRECTION OF RUNOFF FLOW +� 6"1MIN 2' MIN NATURAL SOIL J Lj 6" MIN. NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES. TYPICAL INSTALLATION SILT FENCE INSTALLATION DETAIL 1 SCALE N,T.S. 4" OVERLAP OF MATS 6" WIRE STAPLES 1' SPACING ON UPPER END t 6" WIRE 3'MIN STAPLES 1' LEVEL SPACING ON LOWER END 6" WIRE STAPLES 3' OC USING DIAMOND PATTERN FOLD UNDER 6" EROSION CONTROL BLANKET SCALE N T.S 12" RAD 3" RAD. 11 RAD, 1O SLOPE 314' B612 {6 12 � AT ALL TRENCHES 2#4 REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE CURB 20 FEET IN LENGTH. 2#4 REINFORCING RODS AT CATCH BASINS NO LESS THEN 10 FEET IN LENGTH, NOTE CONTROL JOINTS SHALL CONFORM WITH MNDOT SPEC, 2531.3C. TYPICAL CONCRETE CURB DETAIL SLE NT.S DUMP STRAP 1" (25 mm) REBAR FOR BAG REMOVAL FROM INLET 2 EACH DUMP STRAPS :*_ / / ......... SILT SACK EXPANSION RESTRAINT [114" (6 mm) NYLON ROPE, 2" (51 mm) FLAT 6" MINIMUM WASHERS] 1"-2" WASHED ROCK ROCK CONSTRUCTION ENTRANCE INLET PROTECTION SEDIMENT FILTER SACK .GALE NTS 2 SCALE: N IS BALE CONFIGURATION NO SCALE STRAW BALES (OR EQUAL) STRAW SALES 60 W POLYETHYLENE 16"MIN. 16" IN. 2"X2"STAKES OR 04 1.NA1i5 2 PER BALE TYPICAL SECTION A -A NO SCALE 36' MIN. ] ,..,APHICAL REPRESENTATION ONLY. STRAW BALE PERIMETER SHALL BE CONTINUOUS. ISOMETRIC NO SCALE NOTES: 1. FACE SIGN TOWARD NEAREST STREET OR ACCESS POINT. 2. CONCRETE WASHOUT SHALL BE LOCATED BEHIND CURB AND 50-FT MINIMUM FROM DRAINAGE INLETS OR WATERCOURSES. CONCRETE WASHOUT AREA 5 SCALE N.T S. No.4 REINFORCING RODS (3) CONTINUOUS IN CROSS GUTTER EXPANSION JOINT 1Y0 N. 3' MNDOT 2531 TYPE B612 CONCRETE CURB S GUTTER TIP OUT GUTTER WHERE PAVEMENT SLOPES AWAY 2' (H.D.), 1.5" (L. D.) MNDOT 2360 SPWEB340B BITUMINOUS WEAR (MIN.) MNDOT 2357 TACK COAT 2" (H.D.), 1.5" (LD.) MNDOT 2360 SPNVV83408 BITUMINOUS NON -WEAR (MIN ) 10"(H.11), B" (LD,) MNDOT 3138 CLASS 5 AGGREGATE BASE (MIN.) SUBGRADE, COMPACTED 95% AND APPROVED BY GEOTECHNICAL REPRESENTATIVE NOTES: 1. H.D. DENOTES HEAVY-DUTY PAVEMENT SECTION AND L D. DENOTES LIGHT -DUTY (SEE PLAN FOR AREA DESIGNATIONS). 2: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE REQUIREMENTS WITH GEOTECHNICAL REPORT AND RECOMMENDATIONS PRIOR TO CONSTRUCTION. BITUMINOUS PAVEMENT SECTION E SCALE RTS. it B612 CURBING T TAPER SLOPE TOP OF CURB v DOWN TO GUTTER 2' CURB OPENING T TAPER ADJACENT BITUMINOUS PAVEMENT SLOPE TOP OF CURB DOWN TO GUTTER B612 CURBING CONCRETE VALLEY GUTTER DETAIL TYPICAL CURB TAPER AND OPENING DETAIL 8 SCALE:NTS RECEIVED AN 1 2025 $ .DALE NTS ANDERSON 13605 15t Avenue IJ 00 P l Vmculh, SIN 55441 I ae-mn rom P 763 41] 4000 F'6° 41 2 4090 CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA- PRINT NAME DREW MESSMER PE SIGNATURE DATE: 71254025 UCENSENo. 92823 NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/25/2025 DESIGNED DRAWN I CHECKED BY: DMM DMM DMM DRAWING TITLE DETAILS DRAWING NO. CX101 PLOTTED: COMM. NO. 18711 J �c r E i X NEW HANDICAP SIGN _____L INSTALLED PER DETAIL 2.0' MIN. BETWEEN INSTALLED SIGN POST & BACK OF CURBING EX. ACCESSIBLE SPACE 7X . JI' 9.0' EX -ACCESSIBLE EX. ACCESSIBLE ACCESS AISLE SPACE 9.0' EX REGULAR SPACE EX. REGULAR NEW ACCESSIBLE SPACE VII CESSIBLE ACCESACS AISLE NEW 4" PAINTED J 4" PAINTED PARKING DIAGONAL LINES STALL LINES (WHITE) 45 DG, 3' C_C NOTES 1. ACCESSISILITY SYMBOL 28" HIGH BY 24" WIDE IN A 48 SQUARE BLUE BACKGROUND WITH WHITE BORDER PER USDOT MUTCO FIG 3B-22 2 PAINTED PARKING STRIPING SHALL BE WATER BASED 4" IN WIDTH WHITE STRIPES AND BE LOCATED AS SHOWN ON THE PLANS, ACCESSIBLE PARKING STRIPING SHALL BE BLUE AND PER ADA REQUIREMENTS 3. GORE AREA LINES SHALL BE PAINTED AT 45 DEGREES AND SHALL HAVE A SPACING OF ION CENTER 4- CURE COMPOUND SHALL BE REMOVED BY SANDBLASTING, GRINDING, OR OTHER APPROVED METHOD BEFORE INSTALLATION OF PAVEMENT MARKINGS ON PAVEMENT TO ENSURE PROPER ADHESION OF THE PAINT 5 ALL WORK SHALL BE IN ACCORDANCE WITH THE MOOT REQUIREMENTS HANDICAP STALL PLAN DETAIL SCALE: IN T.S GROUT, WITH AN APPROVED BONDING AGENT ADDITIVE, SHALL BE PLACED FINISHED GRADE BETWEEN AND OUTSIDE OF THE ADJUSTING RINGS. 1' INLET CASTING EJIW 1205 TYPE M GRATE OR EQUAL 3 MIL POLYETHLENE WRAP AROUND THE OUTSIDE OF 2" ADJUSTING RINGS THE CONC. ADJUSTING RINGS MIN.-2 MA6 X- 9 _ CONC, MIX SHALL INCORPORATE THE # REINFORCED ENTIRE CASTING AND - CONC, PIPE ADJUSTING RINGS. 4" ¢ ONLY CONCRETE OR METAL a r H SHIMS SHALL BE USED FR } 8 FOLOW LINE LEVELING CASTING E PURED OR PRECAST 5, �" . - ,�- CONIC. BASE 27" DIAMETER CATCH BASIN INLET SCALE: N.T.S. s 12"_ COMPACTED �• BACKFILL r - GRANULAR l�R DIA l — BORROW MnDOT 18" �r4 ". ."_ _ � - - — SPEC3149A MOD6 SIGN TO MEET STATE ,. E R S 0 N AND A.D.A CODES 1 3 6 D 5 1 s t A v e n u e N = 1 C D SIGNPOST gANT MIN. "DIA." DENOTES OUTSIDE PIVmou th, nAN 55441 I Be-mn ccm 18" DIAMETER OF PIPE P 763 41_ 4000 F 763 412 409D Did- , F n� i,-•rinl'. of fi4 iir i�srl.i- LIB PIPE FOUNDATION & BEDDING IN GOOD SOILS I 4" DIA STEEL PIPE CONVENTIONAL PIPE BEDDING ) WJ CONCRETE INFILL I PIPE FOUNDATION IMPROVEMENT MATERIAL I (3 DST AN DEREDGRAND ARBORRO WITH COMPACTED CENTRAL Li COST OF PIPE AND GRANULAR BORROW BACKFILL MATERIAL (3149A MOD) IN THIS AREA 12" r PAVEMENT SURFACE - AUTOMOTIVE l I I I I I I 36" I I I I LJ HANDICAP SIGN INSTALLATION DETAIL SCALE: N T S 1'{I LQPIPET 1-5' [30- ANO LARARG ER ER AIPEJ RIPRAP T NONWOVEN OEOTIEXT1LE J FABRIC SECTION B-B MINIMUM RIPRAP REQUIRED DA. OF PIPE(INJ L (FT) QUANTITY (C.YJ CLASS 12 a ; III 15 B § III III[ fa B ill 24 12 a III 30 14 12 111 36 16 14 111 42 is 22 IV 48 20 z8 V a4E 7228. 30-40 j IV PARKING LOT DIA - _ CQARSEM tm ADDITION - - = AGGR. Mr DOT 3VE4 PIPE - - - - - - _ SPEC. 3149H -MOD. MDATION _ _ - _ 14819 59TH ST N _- - - OAK PARK HEIGHTS, gIA•1r MIN. "DIA." DENOTES OUTSIDE MINNESOTA 55082 DIAMETER OF PIPE PIPE FOUNDATION & BEDDING IN POOR SOILS IMPROVED PIPE BEDDING FOR POOR S01 LS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPIPE BEDDING METHOD FOR PVC & HDPE SUPERVISION AND THAT PREPARED BY I MEOR RAUNDUL MYDER DIRECT �j PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE •] SCALE N T.S OF MINNESOTA. PRINT NAME: DREW MESSMER PE SIGNATURE �J DATE: 71MD25 LTCENSE N0. 62923 NO DATE DESCRIPTION OF REVISIONS FINISHED GRADE B INLET CASTING EJOAL TYPE M GRATE OR NOTE: 2' ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. — \ TT MSCWMO SUBMITTAL 2"ADJUSTING RINGS 1• MIN.-2 GROUT, WITH AN APPROVED BONDING "-.I CITY & IAL 7/25/2025 MAX.-6 AGENT ADDITIVE, SHALL ..I l � ` J DESIGNED DRAWN DMM CHECKED BY: DMM TYPE II COVER SLAB BE PLACED BETWEEN AND OUTSIDE OF THE ADJUSTING RINGS.DMM — r� A DRAWING TITLE (4000 P.S.I.) 3 MIL POLYETHYLENE .� r MANHOLE MUSTTAR WRAP AROUND THE _� - --;�'�'•+ MEET ASTM 476 OR GROUT SEAL OUTSIDE OF CONC, CURB MIX. -' , CONC. CURB MIX SHALL { -4 I•LT-�� n-_n INCORPORATETHE 2"J PLASTIC OR ALUMINUM ENTIRE CASTING AND PLAN STEPS TO MEET ASTM 476 4, 0" ADJUSTING RINGS. DETAILS n=_n TIE THE LAST 6 JOINTS ON INLET AND OUTLET PIPES 5. AND BED IN GRANULAR MATERIAL ANY COVER LESS GROUT BENCH 8 ONLY CONCRETE OR THAN T OVER TOP OF PIPE SHALL BE GRANULAR FLOW LINE METAL SHIMS SHALL MATERIAL BE USED FOR RIPRAP LEVELING CASTING. f 1' 5' (12"-27"DIA. PIPE) 1.(30" AND LARGER PIPE) DRAWING N0. 6" POURED OR PRECAST CONCRETE NONWOVEN GEOTEXTILE FABRIC SECTION A -A EXTEND I'UNDER FES CX 101 5'�' MINIMUM BASE (3000 P.S.I ) STANDARD CATCH BASIN MANHOLE RIP RAP DETAIL FOR FLARED END SECTIONS RECEIVED AUG 19 2025 PLOTTED: COMM. NO 5 c V SCALE: N T S SCALE N T.S 19711 24` 16", 18", or 24" 1 VENT SKUNK FLOW — ti H 5' 1 SIDE FRONT SAFL BAFFLE PANEL ', DIA ANCHOR BOLT 2-EMBEDMENT 1' z 1" STEEL SAFL / TUBEFRAME BAFFLE NUT W/LOCK WASHER SAFL BAFFLE ATTACHMENT BOLT DETAIL NOTES 1) CONTRACTOR MUST VERIFY LOCATION OF CASTING AND STEPS PRIOR TO INSTALLATION OF STRUCTURE 2) THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING. FIT, AND APPLICABILITY OF THE SAFL BAFFLE FOR THIS SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE DESIGN IS W COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS THE SAFL BAFFLE IS A PATENTED TECHNOLOGY OF UPSTREAM TECHNOLOGIES. INC UPSTREAM TECHNOLOGIES DOES NOT APPROVE PLANS SIZING. OR SYSTEM SAFL BAFFLE INSTALLATION DESIGNS DETAIL (TYP) PROJECT NAME: 18711 Central Automotive. Oak Park Heights, MN. SAFL BAFFLE INSTALLATION DETAIL 1 SCALE. NT.S. E m U Ef n E STRUCTURE ID: ST-2 SAFL Baffle Installation: MOUNT BAFFLE AS CLOSE TO THE CENTER OF THE MANHOLE AS POSSIBLE AND AS PERPENDICULAR AS POSSIBLE TO THE INLET PIPE AS SHOWN. Structure Diameter (W) = 60 inches RIM = 905.32' Inlet Pipe is 12" at Invert Elevation 901.39' Outlet Pipe is 12" at Invert Elevation 901.39' SAFL Baffle bottom Elevation = 900.39' (12" below Inlet pipe invert) Sump Elevation = 5' SAFL Baffle Width (W) = 60 inches SAFL Baffle Height (H) = 36 inches SKUNK for 10" - 18" Outlet Pipe: BOTTOM OF SKUNK IS MOUNTED 12" BELOW OUTLET PIPE INVERT ELEVATION. FINISH OUTLET PIPE AS CLOSE TO STRUCTURE WALL AS POSSIBLE. SAFL BAFFLE STANDARD DETAIL UPSTREAM TECHNOLOGIES INC. SAFL 5201 EAST RIVER ROAD, STE 303 FRIDLEY, MN 55421 BAFFLE 651.237.5123 RECEIVED AUG 19 2025 Ali DERSON 6 0 S 1st A\yen LE N = 1 0 0 IV—Uth, I\4 N' 15441 I ae-mn COITI P 763 412 4000 F 765 432 4050 CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PRINT NAME- DREW MESSMER PE SIGNATURE: DATE: 7iM202�ILICENSEN-0� 23 NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/25I2025 DESIGNED I DRAWN CHECKED BY. DMM DMM DMM DRAWING TITLE DETAILS DRAWING NO. CX103 PLOTTED: COMM. NO 18711 PLANT SCHEDULE SYMBOL OTV I COMMON / BOTANICAL NAME C NT SI (REMARKS DECIDUOUS TREE 3 FIREFALL- FREEMAN MAPLE B&B 2 - 112" CAL ACER X FREEMANII'AF#I' 3 REDMOND AMERICAN LINDEN S&B 2- 112" CAL TILIA AMERICANA'REDMOND' EVERGREEN TREES 3 TAMARACK LARIX LARICINA B6B fi' HT. 3 BLACK HILLS SPRUCE B&B 6' HT PICEA GLAUCA DENSATA SYMBOL OTY COMMON I BOTANICAL NAME ICONT IZE REMARKS SHRUBS fi RED TWIG DOGWOOD CONT. MIN. 5 CANES @ 12" HT, CORNUS SERICEA DECIDUOUS SHRUBS 01. 23 LITTLE DEVIL— DWARF NINEBARK CONT. MIN. 5 CANES @ 12" HT. PHYSOCARPUS OPULIFOLIUS $DONNA MAY' 16 GRO-LOW FRAGRANT SUMAC CONT. 5 GAL RHUS AROMATICA'GRC-LOW PERENNIAL 41 KARL FOERSTER FEATHER REED GRASS CONT. 3 GAL CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' 26 WALKER'S LOW CATMINT CONT. I 1 GAL. NEPETA X FAASSENII'WALKER'S LOW TREE REPLACEMENT REQUIREMENTS: 134 CALIPER INCHES A = 446 TOTAL DIAMETER INCHES OF SIGNIFICANT TREES LOST AS A RESULT OF THE LAND ALTERATION B = 1,450 TOTAL DIAMETER INCHES OF SIGNIFICANT TREES SITUATED ON THE LAND C = 133 TREE REPLACEMENT CONSTANT D = 1B2.45 MIN, REQUIRED REPIACEMENTTREES(NUMBER OF CALIPER INCHES) I(44611 450) X 1 331 X d4fi =162A5 CREDIT FOR TREE PRESERVATION: 10 % LESS CALIPER INCHES REQUIRED W% OR MORE OF THE EK SIGNIFICANT TREES ARE TO REMAIN ON THE PARCEL UNDISTURBED DURING AND AFTER THE COURSE OF DEVELOPMENT, 10% LESS CALIPER INCHES OF REPLACEMENT TREES WILL BE REQUIRED. 1 450- 446=1.004 1 — X.5 = 502 It} 44. 10%. 1g111 TOTAL REQUIRED FOR TREE REPLACEMENT: 164.21 CALIPER INCHES TOTAL TREE REPLACEMENT PROVIDED: 30 CALPER INCHES l N f.- 0 2° 4 AN DERSON Ss E 0 5 1st Avenue N A 1 0 0 P IV'�ou th, Ivi IV `•5441 I BB-mn com p 753.417.4000 F '63 412 409, LEGEND E PROPERTY LINE --- --- CONSTRUCTION LIMITS NEW CONCRETE CURB AND GUTTER CENTRAL RIPRAP (SEE CIVIL CG101) AUTOMOTIVE NEW SOD NEW SEED (MNDOT 25-131) PARKING LOT EXISTING EVERGREEN TREESDECIDUOUS AND VERGEENTREESUSAND ADDITION 0 3" DEEP, 1-1/2" WASHED RIVER ROCK MULCH OVER FABRIC 14819 59TH ST N O LANDSCAPE EDGER WHERE OAK PARK HEIGHTS, ROCK MULCH MEET GRASS SEED OR SOD MINNESOTA 55082 HERERY CERlffY THATTHIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY OR UDER MY DIRECT LIICEN GENERAL PLANTING NOTES SUPERVISION AND THAT I AM AEDULY SE LANDSCAPE ARCHITECT UNDER THE LAWS OF THE 1, MINIMUM PLANT SPACING TO FOLLOW RECOMMENDED STATE OF MINNESOTA. NURSERY SPACING PER PLANT PRGi1 NAME R>:Y PLA SCRIATiAE DATEVi211P025 ifflo UCEN5E75189p REVISION LOG NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/23/2025 DESIGNED I DRAWN CHECKED BY: RAC RAC JWD DRAWING TITLE PLANTING PLAN SAWING NO. LP 101 RECEIVED A U G 19 20 PLOTTED: COMM. N0. - 18711 GENERAL LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO 15, POLY EDGER UNLESS SPECIFIED OTHERWISE, SHALL BE SUBMITTING BID TO BECOME COMPLETELY FAMILIAR BLACK VINYL STYLE EDGER WITH SITE CONDITIONS. 16, LANDSCAPE FABRIC (FILTER MAT) TO HAVE A COMBINED 2. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING WEIGHT OF 4,5-5.5 OZ, PER S.Y- FABRIC SHOULD BE U.V. AND CONSTRUCTION HAS BEEN COMPLETED IN STABILIZED AND HAVE A FIVE YEAR MINIMUM IMMEDIATE AREA. WEATHERABILITY FACTOR IN FULL SUNLIGHT. FABRIC TO BE PHILLIPS DUON R OR EQUIVALENT- SAMPLE 3. IT IS THE RESPONSIBILITY OF THE OWNER & REQUIRED FOR APPROVAL. CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC., ON THE PROPERTY- 17. ALL PLANTING AREAS SPECIFIED AS ROCK MUCH SHALL BE 1-1/2" RIVER ROCK MULCH ON SITE AND SHALL BE 4. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE INSTALLED OVER LANDSCAPED FABRIC AS INDICATED MAINTENANCE OF THE PLANT MATERIAL (WATERING, ON THE PANS & DETAILS. SPRAYING, FERTILIZING, MOWING, ETC,) UNTIL THE WORK HAS BEEN ACCEPTED, BY THE OWNER. 18, LANDSCAPE BED MULCH SHALL BE SHREDDED HARDWOOD MULCH, COLOR TO BE SELECTED BY 5 IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF OWNER. MULCH SHALL BE INSTALLED AT A DEPTH OF 3" PLANTS SHOWN ON THE PLAN AND THE NUMBER OF WITH NO WEED BARRIER LANDSCAPE FABRIC. PLANTS SHOWN IN THE PLANT SCHEDULE, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILL TAKE 19, ALL TREES PLANTED INDEPENDENTLY OF SPECIFIED PRECEDENCE. BEDS SHALL RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITHOUT FABRIC. 6. ALL CONTAINER MATERIAL TO BE GROWN IN CONTAINER A MINIMUM OF 6 MONTHS. 20. ALL PLANTINGS SHALL RECEIVE FERTILIZER AND APPLIED AT THE RATE INDICATED BY THE T. ALL MATERIAL SHALL COMPLY WITH THE LATEST MANUFACTURER. FERTILIZER SHALL BE GENERAL EDITION OF THE AMERICAN STANDARD FOR NURSERY PURPOSE 10-10-10. STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 21. DECIDUOUS SHRUBS SHALL HAVE MINIMUM OF FIVE (5) B. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING CANES AT SPECIFIED HEIGHT NOTED IN PLANT OPERATIONS AT NO COST TO THE OWNER SCHEDULE 9. GUARANTEE NEW PLANT MATERIAL THROUGH ONE 22, IF THE CONTRACTOR FEELS AN ERROR HAS BEEN MADE CALENDAR YEAR. DECIDUOUS TREES WILL BE REGARDING SPACING OR HARDINESS OF A SPECIES OF GUARANTEED FOR TWO CALENDAR YEARS FROM TIME PLANT MATERIAL INDICATED ON THE PLAN, NOTIFY THE OF PROVISIONAL ACCEPTANCE, LANDSCAPE ARCHITECT PRIOR TO THE INSTALLATION OF PLANT MATERIAL. 10 ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS AND SHALL BE APPROVED BY 23. ALL NEWLY INSTALLED PLANT MATERIAL SHALL BE OWNERS REPRESENTATIVE BEFORE THEY ARE PLANTED IN WELL -DRAINED AREAS, CONTRACTOR INSTALLED. SHALL AVOID INSTALLING ANY PLANT MATERIAL IN DRAINAGE SWALES OR WET & POORLY DRAINED AREAS. 11• CONTRACTOR CAN SUBSTITUTE MACHINE MOVED MATERIAL USING APPROPRIATE SIZE TREE SPADE FOR B 24• THE CONTRACTOR WILL BE RESPONSIBLE FOR THE & B WITH OWNERS REPRESENTATIVE APPROVAL REMOVAL OF ALL TREE STAKES, GUYS, STRAPS AND TRUNK PROTECTION MEASURES FOLLOWING THE 12. LANDSCAPE CONTRACTOR SHALL ENSURE THAT NEW COMPLETION OF THE WARRANTEE PERIOD OR AS TREES MOVED ONTO THE SITE ARE DUG FROM SIMILAR DIRECTED BY THE OWNER SITES WITH SIMILAR SOILS TO THE SOILS OF THIS PROJECT (HEAVY TO HEAVY, LIGHT TO LIGHT. HEAVYTO 25, THE PRACTICE OF STAKING SHOULD NOT ALLOW NAILS, LIGHT SOILS), SCREWS, WIRES, ETC, TO PENETRATE THE OUTER SURFACE OF THE TREES, 13 LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE OWNER WITH MAINTENANCE INFORMATION DURING 26, THE CONTRACTOR SHALL MEET WITH THE OWNER ON GUARANTEE PERIOD RELATING TO WATERING, FEEDING, SITE WHEN THEY FEEL THE PROJECT IS COMPLETE PRUNING, PEST CONTROL, AND RELATED ITEMS, THIS ACCORDING TO THE CONTRACT DOCUMENTS, IF ALL WILL BE PREPARED AND DELIVERED TO OWNER AFTER WORK IS SATISFACTORY AND COMPLETE ACCORDING PROVISIONAL INSPECTION APPROVAL HAS BEEN GIVEN TO THE CONDITIONS OF THE CONTRACT DOCUMENTS, BY OWNERS REPRESENTATIVE- THEN THE OWNER MUST DECLARE THE PROJECT COMPLETE. THIS DECLARATION WILL CONSTITUTE AS 14. BREATHABLE SYNTHETIC FABRIC TREE WRAP: WHITE IN THE BEGINNING OF THE WARRANTEE PERIOD FOR ALL COLOR, IN 3 INCH VIDE ROLLS. MATERIAL SHALL BE PLANT MATERIAL THE OWNER SHALL PROVIDE A SPECIFICALLY MANUFACTURED FOR TREE WRAPPING. LETTER WITH SIGNATURE STATING THE DATE OF TREE WRAP SHALL BE SECURED TO THE TRUNK USING ACCEPTANCE BIO-DEGRADABLE TAPE SUITABLE FOR NURSERY USE AND WHICH IS EXPECTED TO DEGRADE IN SUNLIGHT IN LESS THAN 2 YEARS AFTER INSTALLATION. WRAP ALL TREES, EXCEPT HACKBERRY TREE SHALL BE PROTECTED PRIOR TO 1211. GENERAL SODDING, SEEDING & TOPSOIL NOTES 1. SOD SHALL BE HIGHLAND SOD, 30" X 100' ROLLS 3 PREFERRED WHERE APPLICABLE, TO BE LAID PARALLEL TO THE CONTOURS AND HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR DRAINAGE SWALES, THE SOD SHALL BE STAKED INTO THE GROUND. SCARIFY THE EXISTING GRADES WITH FIELD CULTIVATOR TO A MIN, DEPTH OF 12" PRIOR TO PLACING OF TOPSOIL AND FINISH GRADING FOR SOD, IMMEDIATELY PRIOR TO PLACING SOD, CONTRACTOR SHALL APPLY 10-6-4 3 FERTILIZER AT THE RATE OF 10 POUNDS PER 1000 SQ. FT, 2. PLANTING SOIL REQUIRED: MIXTURE TO INCLUDE 45 TOPSOIL, 45% PEAT OR MANURE AND 10% SAND. ALL TREE, SHRUB AND PERENNIAL PLANTINGS SHALL RECEIVE S. DEPTH OF PLANTING SOIL MIXTURE. ALL SODDED AREAS TO RECEIVE 4" DEPTH OF PLANTING SOIL MIXTURE. ALL SEEDED AREAS TO RECEIVE 2" DEPTH OF PLANTING SOIL MIXTURE, ALL AREAS SPECIFIED AS 'MNDOT 35-241"TO BE SEEDED PER MNDOT RECOMMENDED APPLICATION RATES AND METHODS, "MNDOT 35-241"OR APPROVED EQUAL IS A BASIS OF DESIGN, CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL NEEDS TO ESTABLISH VIGOROUS GROWTH PER MNDOT 2014 SEEDING MANUAL STANDARDS. ALL AREAS SPECIFIED AS "MNDOT 33-261"TO BE SEEDED PER MNDOT RECOMMENDED APPLICATION RATES AND METHODS "MNDOT 33-261"OR APPROVED EQUAL IS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL NEEDS TO ESTABLISH VIGOROUS GROWTH PER MNDOT 2014 SEEDING MANUAL STANDARDS, 6' MIN PLANTING SOIL 3" DEPTH MULCH PAVED SURFACE, OR LAWN —77 �� �— UNDISTURBED OR COMPACTED SOIL ,I EVERGREEN SHRUB PLANTING (TYP.) SCALE: N.TS- - LAWN SURFACE • UNDISTURBED OR COMPACTED SOIL - PLANTING SOIL - 3" DEPTH MULCH - PAVED SURFACE, IF APPUCABLE 6" MIN, UNDISTURBED OR COMPACTED SOIL LINE OF PLANTING PIT WHEN PUNTED INDIVIDUALLY DECIDUOUS SHRUB PLANTING (TYP.) SCALE: N.T.S. NORTHWEST pREVA1G .. WANDS I,y/ LAWN - HARDWOOD MULCH SOUTHEAST PREVAILING WINGS PLAN VIEW OF TREE STAKING NOT TO SCALE EX I TREI FLAIR, SO ROO' IS AT 2" AD. FINISH TREE TIE SECURED TO DUCKBILL ANCHOR WITH TURNBUCKLE. SECURE TO TREE WITH ANTI -CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE. NOTE: -3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE. ,1 EVERGREEN TREE PLANTING (TYP.) .� SCALE: N.T.S. CENTER TREE IN HOLE, UPRIGHT SINGLE STRAIGHT LEADER 3" DEPTH HARDWOOD MULCH TREE TIE SECURED TO DUCKBILL ANCHOR WITH TURNBUCKLE. SECURE TO TREE WITH ANTI -CHAFFING MATERIAL ALLOW FOR MOVEMENT OF TREE. 3" HEIGHT TAMPED WATER BASIN AT EDGE OF EARTH SAUCER W MIN. DIA EARTH SAUCER LAWN OR PLANTING BED EDGE (SPADE EDGE IN ALL LAWN AREAS) FINISHED GRADE REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOTBALL MOUND MIN. 6" PLANTING SOIL UNDISTURBED OR COMPACTED SOIL EDGE OF GROUNDCOVER AREANVALK EDGE DISTANCE FROM EDGE IS THE SPECIFIED O.C. SPACING TRIANGULAR SPACE, AT SPECIFIED D.C. DISTANCE - EQUIDISTANT PLANT CENTER MULCH ROOTBALL PLANTING SOIL NATIVE SOIL NOTE: - KEEP MULCH APPX 2" OFF PLANT TRUNK OR STEM - SEE PLANT SCHEDULE FOR EACH PLANTS APPROPRIATE O.C. SPACING SHRUB BED SPACING (TYP.) 3 SCALE: N,T.S DECIDUOUS TREE PLANTING (TYP.) 5 SCALE: N T.S IOTE: 3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE CENTER TREE IN HOLE, UPRIGHT SINGLE STRAIGHT LEADER TREE TIE SECURED TO STAKE. SECURE TO TREE WITH ANTI -CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE. WRAP TREE WITH TREE WRAPPING MATERIAL AS SPECIFIED TO 1 ST BRANCH LAWN OR PLANTING BED EDGE (SPADE EDGE IN ALL LAWN AREAS) 6" MIN. DIA EARTH SAUCER (2) TREE STAKES DRIVEN A MIN. 2' BELOW GRADE (NW & SW) 3" DEPTH MULCH 3" HEIGHT TAMPED WATER BASIN AT EDGE OF EARTH SAUCER FINISHED GRADE REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOTBALL PLANTING SOIL MOUND MIN. 6" UNDISTURBED OR COMPACTED SOIL ANDERSON y 605 1st A" enUe NI, -100 I,IYmuu'h, N1N ;5��1 ae-mn com P ?63,LL" 4000 F'62 412 4CS0 ..,,,i �, �., ,• Ens .z, L al rn,,,,, r, cis u'_ CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 NEREBY OERAIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PAINTUANE JEFFREYfflaENIERPLA, _ S0 ATVRE DATE 07121 12075 UOE715Es 51AA9 REVISION LOG NO DATE DESCRIPTION OF REVISIONS CITY & MSCWMO SUBMITTAL 7/23/2025 DESIGNED DRAWN: CHECKED BY: RAC RAC JWD DRAWING TITLE PLANTING DETAILS DRAWING NO. LP102 PLOTTED: COMM. NO. 18711 RECEIVED AUG 19 2025 NOTE: -3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE. , 0 (3) TREE AUGUR STEEL ANCHORS. SECURE TO TREE WITH ANTI -CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE (EQUALLY SPACED) AFTER EXPOSING TREE ROOT FLAIR, PLANT SO ROOT FLAIR IS ADJACENT TO FINISH GRADE FERTILIZER PLANT TAB - %/// / 3x ROOT BALL DIA. EVERGREEN TREE PLANTING ON SLOPE i SCALE: N T S m N AFTER EXPOSING TREE ROOT FLAIR, PLANT SO ROOT FLAIR IS ADJACENT TO FINISH GRADE FERTILIZER PLANT TAB J .-- U ROOT ... _ - BALL DIA. I I - - - - _ - DECIDUOUS TREE PLANTING ON SLOPE SCALE: N-T.S. i CENTER TREE IN HOLE, UPRIGHT SINGLE STRAIGHT LEADER MULCH TO BE HELD BACK 3" FROM BASE OF ALL PLANT MATERIAL 3" DEPTH WOOD MULCH i FINISHED GRADEI- _ i i fl s��� _- - - LAWN OR TYPE 0R%C'%� --- -- - ROCKMUL( --- WOOD MULC j - (3) TREE AUGUR STEEL ANCHORS, SECURE TO TREE 3" HEIGHT TAMPED WATER BASIN AT EDGE OF EARTH SAUCER U MIN. DIA EARTH SAUCER FERTILIZER PLANT TAB REMOVE BURLAP, TWINE, ROPE AND WIRE FROM ROOTBALL 'PLANTING SOIL MOUND MIN. 12" UNDISTURBED OR COMPACTED SOIL WITH ANTI -CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE (EQUALLY SPACED). NOTE: -3" OR WOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE. -MULTI-STEM TREES SHALL NOT RECEIVE STAKING. THEY SHALL CONFORM TO ALL OTHER DECIDUOUS TREE PLANTING REQUIREMENTS. 3X ROOTBALL DIA PLAN VIEW NOT TO SCALE - CENTER TREE IN HOLE, UPRIGHT - SINGLE STRAIGHT LEADER - TREE TIE SECURED TO STAKE SECURE TO TREE WITH ANTI -CHAFFING MATERIAL ALLOW FOR MOVEMENT OF TREE. - WRAP TREE WITH TREE WRAPPING MATERIAL AS SPECIFIED TO 1ST BRANCH (3) TREE STAKES DRIVEN A MIN. 2' 3X ROOTBALL DIA. BELOW GRADE (EQUALLY SPACED) - MULCH SHALL BE HELD BACK 3" FROM BASE OF ALL PLANT MATERIAL 3" DEPTH WOOD MULCH J - 6MIN. DIA. EARTH SA-UCEPr 1Yi11- iiEMIIBiIF �- II�II II=iII© g�. / \G P`TYPE 1 sv Ed� LAWNROCK MULCH OR 1=11Ei[�I --� WOOD MULCH - 1i1= TREE TIE SECURED TO—� STAKE. SECURE TO TREE ��I C I c WITH ANTI -CHAFFING 1. FINISHED GRADE ) —1 1 IF MATERIAL ALLOW FOR -. 'I I Fi I".; c 1- I I-_ r MOVEMENT OF TREE. EHT=11 1 I-11-' 11 (3) TREE STAKES DRIVEN A MIN. 2' rr 3" HEIGHT TAMPED WATER BASIN AT BELOW GRADE (EQUALLY SPACED) EDGE OF EARTH SAUCER PLAN VIEW FERTILIZER PLANT TAB NOT TO SCALE REMOVE BURLAP, TWINE, ROPE AND WIRE FROM ROOTBALL PLANTING SOIL MOUND MIN. 12" UNDISTURBED OR COMPACTED SOIL r BOUNDARY BETWEEN LAWN AND PLANTING AREA AS SHOWN ON PLAN 6" DEEP f13116�T TEL LANDSCAPE EDGING SHOVELCUTHICK BY4"DP. LAWN3" DP. MULCH LANDSCAPE FABRIC IF SPECIFIED SPECIFIED PLANTING SOIL �= = SUBGRADE i I -1-=- - - LANDSCAPE EDGING - - STAKE 16" TO 18" LON 1 I INSTALLED EVERY 48" 4 METAL LANDSCAPE EDGER SCAIE N.T,S GENERAL LANDSCAPE NOTES 1. FOR GENERAL LANDSCAPE NOTES SEE LP102 A�NL' DERSON !E60S _st Aeenue N = 10C Plymouth, MN 55441 I ae-mn com P F 763 412 40SO of 10.11II-1, u, CENTRAL AUTOMOTIVE PARKING LOT ADDITION 14819 59TH ST N OAK PARK HEIGHTS, MINNESOTA 55082 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME .IE FEN RER PLO, Sf8NATURE DATE 07/21/7075 Off w LICENSE SMW GENERAL SODDING, SEEDING & TOPSOIL NOTES REVISION LOG NO DATE DESCRIPTION OF REVISIONS 1. FOR GENERAL SODDING, SEEDING & TOPSOIL NOTES SEE LP102 — RECEIVED AUG 19 2025 CITY & MSCWMO SUBMITTAL 7/23/2025 DESIGNED DRAWN I CHECKED BY. RAC RAC JWD DRAWING TITLE PLANTING DETAILS DRAWING NO. LP103 PLOTTED: COMM. NO. 18711