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Dais papers-Endeavor 6400 Queens Ave NE_Civil & LA_05-13-2026PLOTTED:COMM. NO.DRAWING NO.----190656400 QUEENS AVE.13605 1st Avenue N. #100Plymouth, MN 55441 | ae-mn.comP 763.412.4000 | F 763.412.4090Anderson Engineering of Minnesota, LLCDRAWING TITLECHECKED BY:DRAWN:DESIGNED:BJFJPDBJFAPRIL 20, 2026REVISION LOGDESCRIPTION OF REVISIONSNO.DATE6400 QUEENS AVENUEOTSEGO, MN 55330ENDEAVORINVESTMENTS XII, LLCPRELIMINARY PLANSPRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATEOF MINNESOTA.DATE:LICENSE NO.BRIAN J. FIELD, PE572244/20/2026PRELIMINARY PLATFORJACOBS PLAT SECOND ADDITION6400 QUEENS AVENUEOTSEGO, MN 55330NSITE LOCATIONHIGHWAY 10HIGHWAY 101 65TH ST NEQUEENS AVE NE OWNER/DEVELOPERENDEAVOR INVESTMENTS XII, LLC200 SOUTHDALE CENTERMINNEAPOLIS, MN 55435ATTN: EVAN MATTSON(651)-343-1118ENGINEER/SURVEYORANDERSON ENGINEERING OF MN13605 1ST AVE NORTH, SUITE 100PLYMOUTH, MN 55441ATTN: BRIAN J. FIELD763-412-4035GOPHER STATE ONE CALLCALL 48 HOURS BEFORE DIGGING811 OR 1-800-252-1166NSITE VICINITY1SITE VICINITY MAPSCALE: 1" = 2000'2SITE LOCATION MAPSCALE: 1" = 500'PRINT NAME:SIGNATURE:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASAPPROVED BY ME ON BEHALF OF THE CITY OF OTSEGO.DATE:MISSISSIPPI RIVERHIGHWAY 101RICE LAKE02000'4000'0500'1000'COVER SHEETG1SHEET INDEXSHEETNUMBERSHEET TITLEG1COVER SHEETC1PRELIMINARY PLATC2DEMOLITION PLANC3OVERALL SITE PLANC4GRADING PLANC5UTILITY PLANC6EROSION & SEDIMENT CONTROL PLANC7SWPPP - PAGE 1C8SWPPP - PAGE 2C9CIVIL DETAILS - 1C10CIVIL DETAILS - 2C11CIVIL DETAILS - 3L1PLANTING PLANL2PLANTING NOTESL3PLANTING DETAILS1. THE HORIZONTAL DATUM AND BEARINGS ARE BASEDON THE WRIGHT COUNTY COORDINATE SYSTEM NAD83(2011)2. A. THE VERTICAL DATUM IS NAVD 88. THE SITE BENCH MARK IS THE TOP NUT OF THE HYDRANTLOCATED 112 FEET NORTHWESTERLY OF THESOUTHWESTERLY PROPERTY CORNER (DEPICTEDHEREON). ELEVATION = 942.50 FEET B. THE ABOVE TOP NUT HYDRANT RELATES TO CITYASBUILT DATA IN NGVD 29 AND HAS THE LISTEDELEVATION OF 942.25 FEET ON SHEET 24 OF QUEENS AVE NE CONSTRUCTION PLANS AND DATED: 10-22-07 RECORD PLAN PROPERTY LINE PROPERTY LINE PROPERTY LINEPLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 N 0 100'200' PRELIMINARY PLAT C1 65TH ST NE QUEENS AVE NELEGEND PROPERTY LIMITS CONSTRUCTION LIMITS ADJACENT PROPERTY BUILDING SETBACKS PARKING SETBACK DRAINAGE AND UTILITY EASEMENT 40' WETLAND SETBACK PROPOSED CONCRETE C&G PROPOSED RETAINING WALL PROPOSED TOTAL OUTDOOR STORAGE AREA (10.04 ACRES) PROPOSED ASPHALT PAVEMENT SITE DATA EXISTING CONDITIONS EXISTING LEGAL DESCRIPTION: SECT-35 TWP-121 RANGE-023 JACOBS PLAT LOT 001 BLOCK 001 THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 121, RANGE 23, WRIGHT COUNTY, MINNESOTA. PID: 118374001010 FULL LOT AREA: 78.5 ACRES EXISTING ZONING: I-1 INDUSTRIAL EXISTING PARKING REQUIRED WAREHOUSE (99%): 396,000 SF x 1 STALL/1,000 SF = 396 STALLS OFFICE (1%): 4,000 SF x 1 STALL/200 SF = 20 STALLS TOTAL = 416 STALLS EXISTING PARKING PROVIDED CAR PARKING = 120 STALLS HANDICAP STALLS (VAN)= 6 STALLS SEMI-TRAILER PARKING = 52 STALLS PROPOSED CONDITIONS PROPOSED LEGAL DESCRIPTION: PROPOSED ZONING: I-1 INDUSTRIAL SETBACKS FRONT YARD = 65 FT FROM CENTERLINE, 30 FT FROM ROW SIDE YARD = 30 FT REAR YARD = 20 FT MAXIMUM SITE COVERAGE BUILDING AND STRUCTURE: FIFTY PERCENT (50%) IMPERVIOUS SURFACES: EIGHTY FIVE PERCENT (85%) OUTDOOR STORAGE: THIRTY PERCENT (30%) PARKING REQUIRED (FUTURE BUILDING ADDITION) WAREHOUSE (99%): 198,000 SF x 1 STALL/1,000 SF = 198 STALLS OFFICE (1%): 2,185 SF x 1 STALL/200 SF = 11 STALLS TOTAL = 209 STALLS PARKING PROVIDED (FUTURE BUILDING ADDITION) CAR PARKING = 43 STALLS HANDICAP STALLS (VAN)= 2 STALLS SEMI-TRAILER PARKING = 0 STALLS 6400 QUEENS AVENUE (EXISTING BUILDING) 401,544 SF FFE = 923.0 FUTURE ADDITION 200,185 SF FFE = 923.0 EXISTING TRAILER PARKING EXISTING EMPLOYEE PARKING LOT FUTURE PAVEMENT EXTENTS DELINEATED WETLAND (TYP) DELINEATED WETLAND (TYP)50'DEDICATIONTO CITYPARKING SETBACK EXISTING PROPERTY BOUNDARY 55.0FUTURE RETAINING WALL TOTAL FUTURE OUTDOOR STORAGE PARKING SETBACK BUILDING SETBACK BUILDING SETBACK 20.0 15.0 EXISTING PROPERTY BOUNDARY FUTURE D&U EASEMENT EPHEMERAL STREAM EX. POND P-1 EXISTING RETAINING WALL FUTURE RETAINING WALL EXISTING PROPERTY BOUNDARY PROPOSED SITE COVERAGE: LOT 1 = 38.65 ACRES OUTLOT A = 39.85 ACRES EXISTING BUILDING AND FUTURE ADDITION: 14.12 ACRES = THIRTY SEVEN PERCENT (37%) IMPERVIOUS SURFACES: 28.21 ACRES = SEVENTY ONE PERCENT (73%) OUTDOOR STORAGE: 10.04 ACRES = TWENTY SIX PERCENT (26%) WETLAND #4 100-YR HWL = 910.13 WETLAND #5 100-YR HWL = 919.98 WETLAND #6 100-YR HWL = 888.78 WETLAND #8 100-YR HWL = 903.40 WETLAND #7 100-YR HWL = 914.08 D&U EASEMENT D&U EASEMENT 40' WETLAND SETBACK (TYP.) WETLAND #9 (NO STORAGE) PROPOSED PROPERTY BOUNDARY 30.0 BUILDING SETBACK POND P-2 EXPANSION FUTURE VEHICLE PARKING EX. POND P-2 T O T A L F U T U R E O U T D O O R S T O R A G E 350.0572.0277.0 EXISTING D&U EASEMENT PROPOSED SCREENING FENCE A400 PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 0 60'120' N DEMOLITION PLAN C2 65TH ST NE 6400 QUEENS AVENUE (401,544 SF) FFE = 923.0 LOADING DOCK = 919.0 POND P-1 POND P-2 DELINEATED WETLAND (TYP.) WETLAND 8 WETLAND 7 WETLAND 4 WETLAND 5 EOF FOR WETLAND 4 KEYNOTES REMOVE EXISTING ASPHALT PAVEMENT. REMOVE EXISTING GRAVEL ROAD - 65TH ST. NE EXPANDED EXISTING POND P2 & FILTRATION BENCH AREA REMOVE & REPLACE EXISTING HYDRANTS PROTECT EXISTING STOOPS (TYP.) PROTECT EXISTING STORM SEWER STRUCTURE (TYP.) PROTECT EXISTING RETAINING WALL 1 2 3 4 5 LEGEND PROPERTY LIMITS CONSTRUCTION LIMITS EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING FENCE REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING GRAVEL ROAD 3 3 CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS 2 1 1 5 5 5 5 5 4 4 6 6 6 6 6 6 6 7 7 RELOCATE EXISTING TRASH ENCLOSURE REMOVE EXISTING WALL PROPERTY LINE PROPERTY LINE PROPERTY LINECO CO CO CO CO PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 N OVERALL SITE PLAN C3 65TH ST NE QUEENS AVE NELEGEND PROPERTY LIMITS CONSTRUCTION LIMITS ADJACENT PROPERTY BUILDING SETBACKS PARKING SETBACK DRAINAGE AND UTILITY EASEMENT 40' WETLAND SETBACK PROPOSED FENCE PROPOSED CONCRETE C&G PROPOSED BITUMINOUS PAVEMENT 6400 QUEENS AVENUE (EXISTING BUILDING) 401,544 SF FFE = 923.0 EXISTING TRAILER PARKING EXISTING EMPLOYEE PARKING LOT DELINEATED WETLAND (TYP) DELINEATED WETLAND (TYP) EXISTING PROPERTY BOUNDARY EPHEMERAL STREAM EX. POND P-1 EX. POND P-2 EXISTING RETAINING WALL WETLAND #4 WETLAND #5 WETLAND #6 WETLAND #8 WETLAND #7 D&U EASEMENT D&U EASEMENT 40' WETLAND SETBACK (TYP.) WETLAND #9 0 100'200' PROPOSED B612 CONCRETE CURB & GUTTER PROPOSED PROPERTY BOUNDARY 375.0'763.3'PROPOSED PROPERTY BOUNDARY EXISTING OUTDOOR STORAGE AREA (2.73 AC.) POND P-2 EXPANSION NWL = 906.00 100-YR HWL = 910.13 BOT = 900.00 D&U EASEMENT PROPOSED OUTDOOR STORAGE AREA NEW STORAGE AREA = 7.38 AC. EX. STORAGE = 2.73 AC. TOTAL = 10.11 AC. OUTLOT A (ADDITIONAL LAND) = 39.85 ACRES LOT 1 = 38.65 ACRES EXISTING 6FT COMPOSITE BOARD SCREENING FENCE PROPOSED CHAIN LINK SECURITY & SCREENING FENCE EXISTING PROPERTY BOUNDARY 81.1' 198.5'R50.0R50.0 EXISTING EDGE OF GRAVEL PROPOSED 65TH ST ROAD CONSTRUCTION & IMPROVEMENTS 46' B-B 114 C11 TAPER GRAVEL TO MATCH EXISTING PROPOSED SECURITY GATE PROPOSED SECURITY GATE REMOVE EXISTING DOORS. WIDEN OPENING FOR NEW OVERHEAD DOORS REMOVE EXISTING DOORS. WIDEN OPENING FOR NEW OVERHEAD DOORS NEW OVERHEAD DOORS PROPOSED 6FT SCREENING FENCE A400 922920918916919 921 91 7 917917 919 921 917916 91190990790 6 9 1 0 9 1 2 9 1 5916 9 0 8 2.0% 2.0%5.0%5.0%9169 1 6 916916913916 918 91691691491591691791791391591 5 RIDGE LINE (FG. 917.8)12 : 1 4:11.5% CBMH-7 R. 915.1 CB-8 R. 915.1 CBMH-9 R. 916.1 CBMH-6 R. 915.1 CBMH-5 R. 915.1 CBMH-4 R. 915.1 STMH-3 R. 914.50 STMH-2 R. 915.50 1.2%1.2%1.2%1.2%1.2%1.2%1.2%1.2%1.2%PROPERTY LINE PROPERTY LINE FES-1 I. 906.0 9009059059109059009 1 1 9109029 0 3 9079129109069099 0 8 3:1 4:1 4:1 4:1 3:1 914 CB-10 R. 916.1 PROPERTY LINE916CO CO CO CO CO 930 925 920 915925 9 2 0920918 920 918 922 911 912 920 925 920 917 927 EX CBMH-103 R 917.18 EX STMH-401 R 916.88 EX CBMH-105 R 916.74 EX CBMH-104 R 916.71 EX CBMH-407 R 915.81 EX CBMH-403 R 915.63 EX CB-405 R 915.35 EX CBMH-402 R 915.32 EX CBMH-404 R 915.32 EX STMH-109 R 914.51 EX STMH-110 R 921.00 EX FES-111 INV 906.00 EX FES-302 INV 924.15 EX OCS-501 R 914.20 EX FES-504 INV 907.48 EX FES-602 INV 906.00 EX FES-601 INV 903.00 EX FES-702 INV 903.00 EX FES-903 INV 912.00 EX FES-905 INV 911.00 EX FES-409 INV 909.80 EX FES-408 INV 911.00 EX LIFT STATION R 920.85 EX STMH-600 R 914.00 EX OCS-701 R 910.50 EX STMH-902 R 918.64 EX CBMH-106 R 916.14 EX STMH-502 R 916.19 EX STMH-503 R 912.54 EX CB-401A R 916.00 EX STMH-107 R 916.1 EX STMH-108 R 915.25 EX FES-700 INV 902.00 EX FES-904 INV 912.00 ME/TC 917.3± ME/FL 916.8± ME/FL 916.2± ME/TC 916.7± TC 917.6 FL 917.1 TC 916.6 FL 916.1 TC 916.6 FL 916.1 TC 916.6 FL 916.1 TC 916.6 FL 916.1 TC 916.5 FL 916.0 TC 917.3 FL 916.8 TC 917.3 FL 916.8 FL 917.1 TC 917.6 TC 917.6 FL 917.1 FFE 923.0 FFE 923.0 FFE 923.0 FFE 923.0 FFE 923.02%2%PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 0 60'120' N GRADING PLAN C4 LEGEND PROPERTY LIMITS EXISTING RIGHT OF WAY BUILDING SETBACK PARKING SETBACK EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR 40' WETLAND SETBACK 20' DRAINAGE & UTILITY EASEMENT DELINEATED WETLAND PROPOSED CONCRETE C&G PROPOSED STORM SEWER STRUCTURE PROPOSED BITUMINOUS PAVEMENT DRAINAGE ARROW 966 965 916 915 65TH ST NE 6400 QUEENS AVENUE (401,544 SF) FFE = 923.0 LOADING DOCK = 919.0 POND P-1 NWL = 911.0 2-YR HWL = 912.17 10-YR HWL = 912.72 100-YR HWL = 914.19 POND P-2 NWL = 906.0 2-YR HWL = 907.53 10-YR HWL = 908.63 100-YR HWL = 910.13 BOT = 900.00 DELINEATED WETLAND (TYP.) WETLAND 8 100-YR HWL = 903.40 WETLAND 7 100-YR HWL = 914.08 WETLAND 4 100-YR HWL = 910.13 WETLAND 5 100-YR HWL = 919.98 EXISTING WALL EOF FOR WETLAND 4 ELEV = 910.50 BUILDING SETBACK PARKING SETBACK EXISTING RIGHT OF WAY EXISTING 6FT COMPOSITE BOARD FENCE D&U EASEMENT PROTECT & MAINTAIN EXISTING P-2 EOF ELEV = 910.50 TOP OF BERM = 905.50 SPOT ELEVATION KEY MATCH EXISTING GRADE HIGH POINT ELEVATION RIM ELEVATION TOP OF CURB ELEVATION FLOW LINE ELEVATION ME/± HP R TC FL EDGE OF EXISTING GRAVEL EOF = 915.6 PG 915.6 PG 915.6 EOF = 915.6 EXPANDED FILTRATION BENCH BOT = 904.00 CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) NEW AT-GRADE OVERHEAD DOOR NEW AT-GRADE OVERHEAD DOOR MODIFIED OVERHEAD DOOR MODIFIED OVERHEAD DOOR. WIDEN EXISTING RAMP & EXTEND CONCRETE APRON AS NEEDED PROPOSED 6FT FENCE ON TOP OF SCREENING BERM PROPOSED 6FT FENCE ON TOP OF SCREENING BERM TOP OF BERM = 931.5 TOP OF BERM = 922.5 A400 CBMH-9 R. 916.1 I. 912.22 (12" IN) I. 912.22 (18" OUT) CBMH-8 R. 915.1 I. 911.13 (18" IN) I. 911.13 (24" OUT) 170 LF 24" HDPE ST @ 0.4% 200 LF - 36" HDPE ST @ 0.44%200 LF - 36" HDPE ST @ 0.44% 118 LF - 36" RCP ST @ 0.44% STMH-2 R. 915.50 I. 906.56 (36" IN) I. 906.56 (36" OUT) STMH-3 R. 914.50 I. 907.44 (36" IN) I. 907.44 (36" OUT) CBMH-7 R. 915.1 I. 910.45 (24" IN) I. 910.45 (30" OUT) CBMH-6 R. 915.1 I. 909.77 (30" IN) I. 909.77 (30" OUT) CBMH-5 R. 915.1 I. 909.09 (30" IN) I. 909.09 (36" OUT) 170 LF 30" HDPE ST @ 0.4% 170 LF 30" HDPE ST @ 0.4% CBMH-4 R. 915.1 I. 908.42 (36" IN) I. 908.32 (36" OUT) 165 LF 36" HDPE ST @ 0.4% PROPERTY LINE PROPERTY LINE FES-1 I. 906.0 (36") CB-10 R. 916.1 I. 913.1 (12" OUT)272 LF - 18" H D P E S T @ 0.4 % 220 LF - 12" HDPE ST @ 0.4%PROPERTY LINECO CO CO CO CO STMH-107 R. 916.1 I. 908.42 (36") I. 908.42 (36") (LOWER EX. RIM & INSTALL NEW R-3067-V CASTING) STMH-108 R. 915.25 I. 907.80 (36") I. 907.80 (36") (INSTALL NEW R-3067-V CASTING) EX CBMH-103 R 917.18 EX STMH-401 RIM 916.88 I. 912.04(18" OUT) I. 912.24(15" IN) I. 912.24(16" IN) EX CBMH-105 R 916.74 EX CBMH-104 R 916.71 EX CBMH-407 R 915.81 EX CBMH-403 R 915.63 EX CB-405 R 915.35 EX CBMH-402 R 915.32 EX CBMH-404 R 915.32 EX STMH-109 R 914.51 EX FES-111 INV 906.00 EX FES-302 INV 924.15 EX OCS-501 RIM 914.20 I. 908.96(18" OUT) I. 908.96(18" IN) I. 909.00(4" IN) EX FES-601 INV 903.00 EX FES-702 INV 903.00 EX FES-903 INV 912.00 EX FES-904 INV 912.00 EX FES-905 INV 911.00 EX FES-409 INV 909.80 EX FES-408 INV 911.00 EX LIFT STATION R 920.85 EX STMH-600 R 914.00 EX OCS-701 RIM 910.50 I. 906.00(18" IN) I. 903.50(18" OUT) I. 904.00(4" IN) EX STMH-902 R 918.64 EX CB-401A RIM 916.00 I. 912.55(15" OUT) EX STMH-502 RIM 916.19 I. 908.53(18" IN) I. 908.53(18" OUT) EX STMH-503 RIM 912.54 I. 907.59(18" IN) I. 907.59(18" OUT) EX CBMH-106 RIM 916.14 I. 908.88(36" IN) I. 908.88(36" OUT) EX FES-504 INV 907.48 EX FES-602 INV 906.00 EX FES-700 INV 902.00 EX 200 LF -36" HDPE @ 0.31%EX 148 LF -36" HDPE @ 0.31% EX 200 LF - 36" HDPE @ 0.31%EX 200 LF -36" HDPE @ 0.31%EX 127 LF - 36" RCP @ 0.44% EX STMH-110 R 921.00 EX FES-500 INV 907.00 EX 312 LF -18" RCP @ 0.30% PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 0 60'120' N UTILITY PLAN C5 LEGEND PROPERTY LIMITS 40' WETLAND SETBACK 20' DRAINAGE & UTILITY EASEMENT DELINEATED WETLAND EXISTING WATERMAIN EXISTING STORM SEWER EXISTING SANITARY SEWER PROPOSED STORM SEWER PROPOSED STORM SEWER STRUCTURE FES W/ CABLE CONCRETE 65TH ST NE 6400 QUEENS AVENUE (401,544 SF) FFE = 923.0 LOADING DOCK = 919.0 POND P-1 NWL = 911.0 2-YR HWL = 912.17 10-YR HWL = 912.72 100-YR HWL = 914.19 EXPANDED POND P-2 NWL = 906.0 2-YR HWL = 907.53 10-YR HWL = 908.63 100-YR HWL = 910.13 DELINEATED WETLAND (TYP.) WETLAND 8 100-YR HWL = 903.40 WETLAND 7 100-YR HWL = 914.08 WETLAND 4 100-YR HWL = 910.13 WETLAND 5 100-YR HWL = 919.98 BUILDING SETBACK PARKING SETBACK EXISTING RIGHT OF WAY 1.SEE STORM SEWER STRUCTURE SCHEDULE ON SHEET C10. 2.ALL CONSTRUCTION SHALL COMPLY WITH 2025 EDITION OF MNDOT STANDARD CONSTRUCTION SPECIFICATIONS (INCLUDING SUPPLEMENTS), AS APPLICABLE. ALL CONSTRUCTION SHALL COMPLY WITH STATE, COUNTY, AND CITY PERMIT REQUIREMENTS. 3.CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION, PRIOR TO BEGINNING THE WORK. 4.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS. 5.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY CONSTRUCTION PERMITS REQUIRED TO PERFORM ALL THE WORK. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE, AND PROVIDE ANY NECESSARY TRAFFIC CONTROL FOR THE WORK. 7.PROTECT EXISTING UTILITIES UNLESS OTHERWISE NOTED. 8.SUBSTITUTIONS FROM INFO. SHOWN HEREON SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. SHEET NOTES RE-INSTALL NEW HYDRANT WITH TRAFFIC BOLLARDS CONSTRUCTION LIMITS (TYP.) CONSTRUCTION LIMITS (TYP.) A400 922920918916919 921 91 7 917917 919 921 917916 91190990790 6 9 1 0 9 1 2 9 1 5916 9 0 89169 1 6 916916913916 918 91691691491591691791791391591 5 PROPERTY LINE PROPERTY LINE 9009059059109059009 1 1 9109029 0 3 9079129109069099 0 8 914 PROPERTY LINE916CO CO CO CO CO 930 925 920 915925 9 2 0920918 920 918 922 911 912 920 925 920 917 927 PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 0 60'120' N EROSION & SEDIMENT CONTROL PLAN C6 LEGEND PROPERTY LIMITS EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR DELINEATED WETLAND DRAINAGE ARROW PROPOSED CONCRETE C&G SILT FENCE INLET SEDIMENT PROTECTION ROCK CONSTRUCTION ENTRANCE TEMPORARY SEED & EROSION CONTROL BALANKETS 966 965 916 915 65TH ST NE 6400 QUEENS AVENUE (401,544 SF) FFE = 923.0 LOADING DOCK = 919.0 POND P-1 EXPANDED POND P-2 DELINEATED WETLAND (TYP.) WETLAND 8 WETLAND 7 WETLAND 4 WETLAND 5 EOF FOR WETLAND 4 KEYNOTES CONCRETE CABLE MAT INLET PROTECTION (TYP.) ROCK CONSTRUCTION ENTRANCE SINGLE ROW SILT FENCE DOUBLE ROW SILT FENCE 1 2 3 4 5 1 2 2 2 2 4 4 5 5 3 PROJECT DESCRIPTION/LOCATION THE SITE IS LOCATED IN THE CITY OF OTSEGO IN WRIGHT COUNTY BOUNDED ON THE WEST BY QUEENS AVE NE, SINGLE FAMILY HOMES TO THE SOUTH, CROPLAND TO THE EAST, AND 65TH ST NE TO THE NORTH. THE PROPOSED SITE ENCOMPASSES 78.50 ACRES. THE PLANNED SCOPE OF THE PROJECT INCLUDES: ·ASPHALT PAVEMENT EXPANSION TO THE EAST FOR NEW OUTDOOR STORAGE. ·THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING OF THE SITE FOR THE CONSTRUCTION OF THE OUTDOOR STORAGE LOT. ·GRADING AS REQUIRED FOR THE NEW OUTDOOR STORAGE AND EXPANDED POND P-2. ·INSTALLATION OF STORM SEWER. ·PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB & GUTTER THROUGHOUT THE SITE. RECEIVING WATERS THESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING WATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL AREAS OF THE SITE. DUE TO THE PROXIMITY OF THE CROW AND MISSISSIPPI RIVERS, THE FOLLOWING WILL BE IMPLEMENTED ACCORDING TO THE MPCA REQUIREMENTS FOR DISCHARGING INTO IMPAIRED AND/OR SPECIAL WATERS: 1.23.9: PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS DESCRIBED IN ITEM 8.4, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 2.23.10: PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN AS DESCRIBED IN SECTION 14 FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. 3.23.10: PERMITTEES MUST INCLUDE AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100 LINEAR FEET FROM A SPECIAL WATER (NOT INCLUDING TRIBUTARIES) AND MUST MAINTAIN THIS BUFFER ZONE AT ALL TIMES, BOTH DURING CONSTRUCTION AND AS A PERMANENT FEATURE POST CONSTRUCTION, EXCEPT WHERE A WATER CROSSING OR OTHER ENCROACHMENT IS NECESSARY TO COMPLETE THE PROJECT. PERMITTEES MUST FULLY DOCUMENT THE CIRCUMSTANCE AND REASONS THE BUFFER ENCROACHMENT IS NECESSARY IN THE SWPPP AND INCLUDE RESTORATION ACTIVITIES. THIS PERMIT ALLOWS REPLACEMENT OF EXISTING IMPERVIOUS SURFACE WITHIN THE BUFFER. PERMITTEES MUST MINIMIZE ALL POTENTIAL WATER QUALITY, SCENIC AND OTHER ENVIRONMENTAL IMPACTS OF THESE EXCEPTIONS BY THE USE OF ADDITIONAL OR REDUNDANT BMPS AND MUST DOCUMENT THIS IN THE SWPPP FOR THE PROJECT. SOIL TYPES PER ONLINE WEB SOIL SURVEY INFORMATION, SOIL TYPES TYPICALLY FOUND ON THIS PROJECT RANGE FROM B TO D, WITH LESTER AND ANGUS LOAMS MAKING UP THE MAJORITY OF THE SITE. OTHER LOAMS, ANGUS-CORDOVA COMPLEX'S AND CORDOVA CLAYS MAKE UP THE THE REMAINDER OF THE SITE. LONG TERM MAINTENANCE AND OPERATION ENDEAVOR DEVELOPMENT HAS ENTERED INTO A MAINTENANCE AGREEMENT WITH THE CITY OF OTSEGO THAT IDENTIFIES THE AGENCY THAT IS RESPONSIBLE FOR ONGOING MAINTENANCE, AND HOW RESPONSIBILITY WILL BE TRANSFERRED TO OTHER AGENTS OR IF IT WILL BE PRIVATELY MAINTAINED. PROJECT PERSONNEL AND TRAINING THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF CONSTRUCTION SWPPP. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER. PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER / SWPPP DESIGNER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 2573.3.A.2 CERTIFIED INSTALLERS. PROVIDE PROOF OF CERTIFICATION AT THE RECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER. CHAIN OF RESPONSIBILITY THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. PROJECT CONTACTS THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED. *CERTIFIED FOR DESIGN OF CONSTRUCTION SWPPP BY UNIVERSITY OF MINNESOTA, EXPIRES 5/31/28 MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION: 651-649-5451 OR 800-422-0798 SITE INSPECTION AND MAINTENANCE CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE PERSON RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS. INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES WITHIN A 24 HOUR TIME FRAME. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE N.O.T. HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION. RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. FOR PROJECTS THAT DISCHARGE TO PROHIBITED WATERS, CONDUCT ROUTINE SITE INSPECTIONS AT A MINIMUM OF ONCE EVERY 72 HOURS (3 DAYS). INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY: A.DATE AND TIME OF INSPECTIONS B.NAME OF PERSONS CONDUCTING INSPECTIONS C.FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS D.CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES E.DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS F.DOCUMENTS AND CHANGES MADE TO THE SWPPP REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY IN THE TIME PROVIDED BELOW: A.REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY B.THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY. C.REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVER. D.DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF DISCOVERY. E.REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RESTABILIZED ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS. F.REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING G.MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA. AREA SUMMARY SPECIAL SITE NOTES IF SITE REQUIRES PERMANENT STORMWATER MANAGEMENT HYDROLOGIC AND WATER QUALITY MODELING DATA IS AVAILABLE UPON REQUEST. THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA AND SHALL BE RESPONSIBLE FOR THE FOLLOWING: ·SUBMIT THE NPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS ·IMPLEMENT THE SWPPP. ·OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE SWPPP. ·IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP. ·CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS PERMIT REQUIRES. ·IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM. ·IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM. ·ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP. ·FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION. AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR ASSIGNING RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES. PERMITS THE FOLLOWING PERMITS APPLY TO THIS PROJECT: NOTE: IF THE 25' BUFFERS ARE MAINTAINED FORM THE WETLANDS, ADDITIONAL PERMITS WILL NOT BE REQUIRED. LOCATION OF SWPPP REQUIREMENTS THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET. SWPPP AMENDMENTS A QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OF ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION, MAINTENANCE, WEATHER, OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCE OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2 PROJECT SITE 1-MILE RADIUS AROUND PROJECT RICE LAKE CROW RIVER CONTACT INFORMATION ORGANIZATION CONTACT NAME PHONE ENDEAVOR DEVELOPMENT EVAN MATTSON 651-343-1118 ANDERSON ENGINEERING (SWPPP DESIGN)JACOB DOBIAS*763-412-4000 ACREAGE SUMMARY AREA ACRES PROPERTY 78.50 DISTURBED 18.86 IMP. PRE-CONSTRUCTION 16.70 IMP. POST-CONSTRUCTION 27.45 NEW IMP.10.75 PERVIOUS AT COMPLETION 51.05 AGENCY TYPE OF PERMIT PERMIT # AND DATES MINNESOTA POLLUTION CONTROL AGENCY (MPCA) NPDES CONSTRUCTION PERMIT CITY OF OTSEGO GRADING PERMIT CITY OF OTSEGO BUILDING PERMIT CITY OF OTSEGO WETLAND PERMIT WATERS WITHIN 1 MILE RADIUS NAME OF WATER BODY TYPE (LAKE, RIVER, WETLAND, DITCH, ETC) APPENDIX A SPECIAL WATER (YES OR NO) IMPAIRED WATER WITHIN 1 MILE OF PROJECT SITE (YES OR NO) APPROVED TMDL RECEIVING WATERS (YES OR NO) MISSISSIPPI RIVER RIVER YES NO YES NO CROW RIVER RIVER NO YES YES NO RICE LAKE LAKE NO NO NO NO MISSISSIPPI RIVERMi s s i s s i p p i River PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 SWPPP - PAGE 1 C7 STABILIZATION TIME FRAMES ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED OR SOD ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA COMPARED TO EXISTING CONDITIONS. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE. 1.INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION REQUIREMENT. 2.APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS. 3.STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT. 4.TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS DIRECTED BY THE ENGINEER. THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS: A.SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21.111 B.SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH SEED MIXTURE 21-112 C.MULTI YEAR CONSTRUCTION 22-111 5.KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS. GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY 1.CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS WITHIN 7 DAYS UPON IMPLEMENTATION. STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL TIMES. 2.PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DEWATERING, AND AS REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL. 3.IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION CONTROL BMPS BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT PRACTICABLE. 4.BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY. 5.DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS. 6.ROUT STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET. 7.DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION. 8.THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND DISTURBING ACTIVITIES COMMENCE. 9.ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 10.LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS. 11.PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES. 12.FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY. INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER CONTROL BMP ON LAND IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED. 13.DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION. 14.PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL. 15.DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING ACTIVITY IS COMPLETED. 16.PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES. 17.PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES. POLLUTION PREVENTION 1.PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE. 2.STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS UNDER COVER WITH SECONDARY CONTAINMENT. 3.PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY. 4.STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE. 5.POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE. 6.FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT ARE FUELED OR MAINTAINED AT. 7.LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE SITE. 8.PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA. 9.CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER. 10.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. 11.USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS. RECORD RETENTION THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE (3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT). 1.ANY OTHER PERMITS REQUIRED FOR THE PROJECT. 2.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION 3.ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND 4.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT SYSTEMS. SWPPP SCHEDULE OF INSTALLATION & MAINTENANCE DESCRIPTION OF PERMANENT STORMWATER TREATMENT SYSTEMS [IF APPLICABLE, DESCRIBE PERMANENT STORMWATER TREATMENT SYSTEM] CALCULATIONS FOR TEMPORARY & PERMANENT STORMWATER TREATMENT SYSTEMS [INCLUDE CALCULATIONS FOR TEMPORARY / PERMANENT STORMWATER SYSTEM] ESTIMATED BMPS QUANTITIES STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2 AREA TIME FRAME NOTES LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER OR PROPERTY EDGE 1, 2, 3 REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1, 3 PIPE AND CULVERT OUTLETS 24 HOURS STOCKPILES 7 DAYS 1 ITEM INSTALLATION INSPECTION & MAINTENANCE REMOVAL SILT FENCE PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS. INSPECT & MAINT. AFTER EACH RUN-OFF EVENT. REMOVE SEDIMENTS AS REQUIRED. AFTER TRIBUTARY DRAINAGE AREA IS RESTORED. ROCK CONST. ENTRANCE PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS. INSPECT REGULARLY. MAINTAIN AS NEEDED.PRIOR TO PAVING. OUTLET SKIMMER STRUCTURE AFTER POND GRADING IS COMPLETED. INSPECT REGULARLY. MAINTAIN AS NEEDED.PERMANENT. RIP-RAP & FILTER UPON COMPLETION OF POND GRADING, CONC. SWALE CONST. AND OUTLET INSTALLATION. INSPECT & MAINTAIN AT LEAST ANNUALLY AND AFTER HEAVY RAINFALL EVENT. PERMANENT. DETENTION POND DURING EARTHWORK OPERATIONS. AFTER HEAVY RAINFALL EVENTS. REMOVE SEDIMENTS AS NEEDED.PERMANENT. SEED & MULCH AFTER POND GRADING IS COMPLETED. INSPECT & MAINTAIN AFTER HEAVY RAINS. REPLACE WASH-OUT AREAS IMMEDIATELY NO REMOVAL NECESSARY. INLET PROTECTION UPON INLET CONSTRUCTING WHEN 1/3 CAPACITY OF BMP IS REACHED AFTER TRIBUTARY AREAS ARE FULLY RESTORED BMP ORIGINAL ESTIMATE MODIFICATION DATE ENERGY DISSIPATER TEMP. DIVERSION DIKES ROCK CHECK DAMS TEMP SEEDING PERMANENT SEEDING PERMANENT SODDING MULCHES (SPECIFY TYPES) CAT 3 EROSION CONTROL BLANKET SOIL TACKIFIERS SILT FENCING EROSION CONTROL MATS STORM DRAIN INLET PROTECTION TEMPORARY OR PERMANENT SEDIMENTATION BASINS CONSTRUCTION ENTRANCE DEWATERING (TREATMENT LOCATION, SCHEMATIC, & SAMPLING PLAN REQUIRED CONCRETE TRUCK WASHOUT BIOROLL DITCH CHECKS PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 SWPPP - PAGE 2 C8 PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 CIVIL DETAILS - 1 C9 PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 CIVIL DETAILS - 2 C10 STORM STRUCTURE SCHEDULE STRUCTURE NUMBER SIZE CASTING (NEENAH OR APPROVED EQUAL) FES-1 36"RCP STMH-2 48" ROUND R-1642-D, SOLID, "STORM" STMH-3 48" ROUND R-1642-D, SOLID, "STORM" CBMH-4 48" ROUND R-3067-V CBMH-5 48" ROUND R-3067-V CBMH-6 48" ROUND R-3067-V CBMH-7 48" ROUND R-3067-V CBMH-8 48" ROUND R-3067-V CBMH-9 48" ROUND R-3067-V CB-10 2'X3'R-3067-V SCALE:2 BITUMINOUS (HEAVY) PAVEMENT SECTION N.T.S. NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE REQUIREMENTS WITH GEOTECHNICAL REPORT AND RECOMMENDATIONS PRIOR TO CONSTRUCTION. 6" 3" MIN. 2" MNDOT 2360 SPWEA240B BITUMINOUS WEAR (MIN.) 2" MNDOT 2360 SPWEB230B BITUMINOUS NON-WEAR (MIN.) 8" MNDOT 3138 CLASS 5 AGGREGATE BASE (MIN.) TIP OUT GUTTER WHERE PAVEMENT SLOPES AWAY MNDOT 2531 TYPE B612 CONCRETE CURB & GUTTER MNDOT 2357 TACK COAT MIN. APPROVED SUBGRADE COMPACTED 98% 6" DIA. STEEL PIPE (PAINTED YELLOW) FILL W/ CONCRETE, CROWN TOP 1" 4'-0" 3'-6" 6" 12" x 12" x 48" CONC. FTG. SURFACE VARIES SCALE:3 PIPE BOLLARD N.T.S. SCALE:1 STORM SEWER STRUCTURE SCHEDULE N.T.S. PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: BJFJPDBJF APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. BRIAN J. FIELD, PE 572244/20/2026 CIVIL DETAILS - 3 C11 NOTE: 1.FILTER MIX B: - 70 TO 85% CONSTRUCTION SAND (ASTM C-33 WASHED) - 15 TO 30% ORGANIC MATTER (MNDOT GRADE 2 COMPOST) 1 POND FILTRATION BASIN DETAIL (POND P2) NTS BOTTOM OF FILTRATION BASIN = 904.00 TOP OF BERM = 912.20 4 1 12" FILTER MIX B (SEE NOTE 1) 4 1 4 1 4" PVC DRAINTILE INV. = 904.00 CORE-DRILL IN FIELD TOP OF BERM = 912.20 EOF = 910.50 TOP OF WEIR = 908.00 18" RCP INV = 903.50 38 LF 1 8 " R C P @ 1 0 . 7 3 % SKIMMER = 910.50 WATERQUALITY VOLUMENWL = 906.00 EX. OCS-701 10.0' (TYP) 905.00 6" DIA. ORIFICE = 906.00 (NWL) INVERT = 902.00 INVERT = 906.00 BOTTOM OF POND = 900.00 TOP OF SAND = 905.00 4" PERF. PVC WITH FILTER SOCK 922920918916919 921 91 7 917917 919 921 917916 91190990790 6 9 1 0 9 1 2 9 1 5916 9 0 89169 1 6 916916913916 918 91691691491591691791791391591 5 PROPERTY LINE PROPERTY LINE 9009059059109059009 1 1 9109029 0 3 9079129109069099 0 8 914 PROPERTY LINE916CO CO CO CO CO 930 925 920 915925 9 2 0920918 920 918 922 911 912 920 925 920 917 927 6 Gd 6 Gi 3 Gd 3 Gi 16 Pb 31 Pb 5 Gd 5 Gi 9 Pb PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: CCBJSBJS APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. CURT CLAEYS, PLA 456135/15/2026 PLANTING PLAN L1 65TH ST NE QUEENS AVE NE6400 QUEENS AVENUE (EXISTING BUILDING) DELINEATED WETLAND (TYP) DELINEATED WETLAND (TYP) EXISTING PROPERTY BOUNDARY EPHEMERAL STREAM EX. POND P-1 EX. POND P-2 WETLAND #4 WETLAND #5 WETLAND #6 WETLAND #8 WETLAND #7 WETLAND #9 EXISTING OUTDOOR STORAGE AREA PROPOSED OUTDOOR STORAGE AREA EXISTING 6FT COMPOSITE BOARD SCREENING FENCE EXISTING EDGE OF GRAVEL SCALE:1 PLANTING PLAN - OVERALL - TREES & GROUNDCOVER 1" = 100' 0 100'200' N PROPERTY LINE CONSTRUCTION LIMITS EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR NATIVE AREA SEED MnDOT MIX: SOUTHERN TALLGRASS ROADSIDE (STR) WET AREA SEED MnDOT MIX: WET DITCH (WD) FILTRATION BED FILTER MIX, SEE CIVIL 966 965 1.TEMPORARY IRRIGATION NOTES ON SHEET L2. 2.TOPSOIL AND SEEDING NOTES ON SHEET L2. 3.EXISTING SIGNIFICANT TREES SHALL BE PROTECTED IF IMPACTS FROM CONSTRUCTION ARE IMMINENT. TREE PROTECTION DETAIL ON SHEET L3. 4.SEE CIVIL SHEETS FOR GRADING, UTILITY, AND FILTRATION BENCH DETAILS. SHEET NOTES:PLANTING PLAN LEGEND NATIVE SEED AREA WET SEED AREA WET POND, SEE CIVIL FILTRATION BENCH, SEE CIVIL WET SEED AREA (WHERE GRADE IS RESTORED BELOW FES) NOTE: REQUIREMENTS APPLICABLE TO THIS SITE (I-1 ZONING) ARE LISTED BELOW LANDSCAPE CODE REQUIREMENTS: NATIVE SEED ALONG IMPROVED ROAD REQUIREMENT PROPOSED DESIGN: ALL AREAS WITHIN THE PROPERTY LINES (OR BEYOND, IF SIDE GRADING EXTENDS BEYOND) SHALL BE TREATED. ALL EXTERIOR AREAS NOT PAVED OR DESIGNATED AS DRIVES, PARKING OR STORAGE, MUST BE PLANTED INTO ORNAMENTAL VEGETATION (LAWNS, GROUND COVERS OR SHRUBS) UNLESS OTHERWISE APPROVED BY THE ZONING ADMINISTRATOR. ALL DISTURBED AREAS NOT PAVED WILL BE SEEDED WITH NATIVE MIXES. PLANT SPACING & SIZING: PLANT MATERIAL CENTERS SHALL NOT BE LOCATED CLOSER THAN THREE FEET (3') FROM THE FENCE LINE OR PROPERTY LINE. PROPOSED DECIDUOUS TREE CENTERS ARE LOCATED FIVE FEET (5') FROM THE PROPERTY LINE. SHADE TREES (B&B) SHALL BE A MIN. OF 2" DBH.PROPOSED DECIDUOUS TREES ARE 2" DBH. SCREENING: OPEN AND OUTDOOR STORAGE AREA IS LANDSCAPED, FENCED, AND SCREENED FROM VIEW OF NEIGHBORING USES AND ABUTTING R DISTRICTS.SCREENING REQUIREMENTS WILL BE MET BY THE COMBINATION OF PROPOSED EARTHEN BERMS, COMPOSITE FENCING, AND TREE SCREENING PLANTINGS.STORAGE IS LANDSCAPED AND SCREENED FROM VIEW FROM THE PUBLIC RIGHT-OF-WAY. PLANT MATERIAL CENTERS SHALL NOT BE LOCATED CLOSER THAN THREE FEET (3') FROM THE FENCE LINE OR PROPERTY LINE, AND SHALL NOT CONFLICT WITH PUBLIC PLANTINGS, SIDEWALKS, TRAILS, ETC.ROWS OF EVERGREEN TREES INTENDED FOR SCREENING ARE SPACED FIFTEEN FEET (15') APART AND STAGGERED. DECIDUOUS TREES INTENDED FOR SCREENING ARE SPACED FOURTY FEET (40') APART. ALL SCREENING PLANTS ARE LOCATED MORE THAN THREE FEET (3') FROM FENCE LINES AND PROPERTY LINES. LANDSCAPE SCREEN PLANT MATERIAL SHALL BE PLANTED IN TWO (2) OR MORE ROWS. PLANTINGS SHALL BE STAGGERED IN ROWS UNLESS OTHERWISE APPROVED BY THE ZONING ADMINISTRATOR. DECIDUOUS TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FORTY FEET (40') APART. EVERGREEN TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FIFTEEN FEET (15') APART. TREE PRESERVATION: PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR ALL NEW AND/OR EXPANDED MULTIPLE-FAMILY RESIDENTIAL, COMMERCIAL, INDUSTRIAL AND INSTITUTIONAL USES, A TREE PRESERVATION PLAN SHALL BE SUBMITTED. THE PLAN AND ITS IMPLEMENTATION SHALL BE IN ACCORDANCE WITH THE CITY'S ADOPTED TREE PRESERVATION GUIDELINES AND REQUIREMENTS AS OUTLINED IN THE SUBDIVISION ORDINANCE, AS MAY BE AMENDED, AND SHALL BE SUBJECT TO REVIEW AND APPROVAL OF THE CITY ENGINEER AND ZONING ADMINISTRATOR. THE ZONING ADMINISTRATOR MAY EXEMPT AN APPLICANT FROM THE SUBMISSION OF A TREE PRESERVATION PLAN UPON DEMONSTRATION THAT A TREE PRESERVATION PLAN IS NOT CONSIDERED RELEVANT TO THE SITE IN QUESTION. NO SIGNIFICANT TREES ARE ANTICIPATED TO BE IMPACTED BY CONSTRUCTION ACTIVITIES. ONE EXISTING TREE (~2" DBH) EXISTS NEAR THE EDGE OF THE LIMITS OF DISTURBANCE. TREE PROTECTION MEASURES WILL BE TAKEN TO REDUCE IMPACT TO EXISTING TREE. EXISTING TREES TO REMAIN TO EXTENTS POSSIBLE, SEE TREE PROTECTION DETAIL 3/L3. TRANSPLANT EXISTING TREES WITHIN LIMITS OF DISTURBANCE TO FINISHED GRADE NATIVE SEED AREA SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT.SIZE DECIDUOUS TREES Gi 14 SKYLINE® HONEY LOCUST GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'B&B 2" CAL. Gd 14 KENTUCKY COFFEETREE GYMNOCLADUS DIOICUS 'ESPRESSO'B&B 2" CAL. EVERGREEN TREES Pb 56 BLACK HILLS SPRUCE PICEA GLAUCA DENSATA B&B 4` HT. PLANT SCHEDULE PROPOSED 6FT COMPOSITE BOARD SCREENING FENCE (DETAIL PROVIDED BY OWNER) PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: CCBJSBJS APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. CURT CLAEYS, PLA 456135/15/2026 PLANTING NOTES L2 1.THE REQUIRED WORK SHALL CONSIST OF CONTINUOUSLY CONDUCTING OPERATIONS AND MAINTENANCE FOR A WARRANTY PERIOD ESTABLISHED FOR 1 YEAR AFTER THE INSTALLATION HAS BEEN ACCEPTANCE BY THE OWNER. THE WORK INCLUDES: 1.1.ESTABLISHMENT OF BALLED AND BURLAPPED AND CONTAINER PLANT MATERIAL AND SEEDED AREAS 1.1.1.INCLUDING PEST CONTROL, FERTILIZING AND FUNGICIDAL TREATMENTS 1.2.REGULAR WATERING SCHEDULINGS FOR ALL PLANT MATERIAL AND SEEDING 1.3.TEMPORARY IRRIGATION SYSTEM OPERATION AND MAINTENANCE 1.4.REMOVAL OF ALL WEEDS WITHIN THE PROJECT AREA BY METHODS AGREED BY THE OWNER (POST/PRE HERBICIDE TREATMENT, HAND OR MECHANICAL REMOVAL) 1.5.MAINTENANCE OF MISCELLANEOUS ITEMS (EROSION CONTROL PRODUCTS, REPAIRS FROM EROSION) 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ON-SITE REVIEW MEETINGS WITH THE OWNER DURING THE PLANT ESTABLISHMENT PERIOD TO IDENTIFY OPERATIONS AND MAINTENANCE TO BE EXECUTED MONTHLY. 3.PLANT MATERIAL DEEMED TO BE REPLACED AT THE END OF PLANT ESTABLISHMENT PERIOD SHALL BE EXECUTED WITHIN 2 WEEKS (14 DAYS) PRESENTING LESS THE FOLLOWING SURVIVORSHIP: 3.1.BALLED AND BURLAPPED PLANT MATERIAL: 75% 3.2.SEEDED AREAS: 90% (<10% BARE SOIL) 4.REPLACEMENT PLANTS, SEED SHALL BE OF THE SAME SPECIES AND SIZE AS ORIGINALLY SPECIFIED ON THE DRAWINGS, UNLESS THE OWNER DETERMINES THAT SUBSTITUTIONS OF ANOTHER SPECIES OR SIZE SHALL BE MADE. PLANT ESTABLISHMENT NOTES 1.LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID TO BECOME COMPLETELY FAMILIAR WITH SITE CONDITIONS. 2.ALL ROUGH AND FINISH GRADING TO BE DONE BY OTHERS. 3.NO PLANTING SHALL BE INSTALLED UNTIL ALL GRADING, BUILDING, CONSTRUCTION, UTILITY WORK & IRRIGATION (IF APPLICABLE) HAS BEEN COMPLETED IN THE AREAS TO BE PLANTED. 4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ALL UNDERGROUND CABLES, CONDUITS, WIRES, ETC., ON THE PROPERTY. 5.IF THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER OF PLANTS SHOWN IN THE PLANT LIST, THE NUMBER OF PLANTS SHOWN ON THE PLAN WILL TAKE PRECEDENCE. 6.ALL PROPOSED PLANT MATERIAL SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLAN. IF THE CONTRACTOR BELIEVES AN ERROR HAS BEEN MADE REGARDING SPACING OR LOCATION OF THE PLANT MATERIAL INDICATED ON THE PLAN, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7.THE CONTRACTOR IS RESPONSIBLE FOR COMPLETE MAINTENANCE OF THE PLANT MATERIAL (WATERING, SPRAYING, FERTILIZING, MOWING, ETC.) UNTIL THE WORK HAS BEEN ACCEPTED, BY THE OWNER. 8.THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS TO PROPERTY DAMAGE FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 9.ALL NEWLY PLANTED PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE CALENDAR YEAR STARTING FROM THE DATE OF ACCEPTANCE ESTABLISHED BY THE OWNER. 10.THE CONTRACTOR SHALL MEET WITH THE OWNER OR OWNERS REPRESENTATIVE ON SITE WHEN THEY FEEL THE PROJECT IS COMPLETE ACCORDING TO THE CONTRACT DOCUMENTS. IF ALL WORK IS SATISFACTORY AND COMPLETE ACCORDING TO THE CONDITIONS OF THE CONTRACT DOCUMENTS, THEN THE OWNER MUST DECLARE THE PROJECT COMPLETE. THIS DECLARATION WILL CONSTITUTE AS THE BEGINNING OF THE ONE (1) YEAR WARRANTEE PERIOD FOR ALL PLANT MATERIAL. THE OWNER SHALL PROVIDE A LETTER WITH SIGNATURE STATING THE DATE OF ACCEPTANCE. 11.WIND BURN OR OTHERWISE DAMAGED PLANT MATERIAL WILL NOT BE ACCEPTED. 12.CONTRACTOR CAN SUBSTITUTE MACHINE MOVED MATERIAL USING APPROPRIATE SIZE TREE SPADE FOR B & B WITH OWNER APPROVAL. 13.THE PRACTICE OF STAKING SHOULD NOT ALLOW NAILS, SCREWS, WIRES, ETC. TO PENETRATE THE OUTER SURFACE OF THE TREES. 14.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ALL TREE STAKES, GUYS, STRAPS AND TRUNK PROTECTION MEASURES FOLLOWING THE COMPLETION OF THE WARRANTEE PERIOD OR AS DIRECTED BY THE OWNER. 15.LANDSCAPE CONTRACTOR IS REQUIRED TO PROVIDE THE OWNER WITH MAINTENANCE INFORMATION DURING THE GUARANTEE PERIOD RELATING TO WATERING, FERTILIZING, PRUNING, PEST CONTROL, AND RELATED ITEMS. THIS WILL BE PREPARED AND DELIVERED TO THE OWNER AFTER PROVISIONAL INSPECTION APPROVAL HAS BEEN GIVEN BY THE OWNER AND/OR LANDSCAPE ARCHITECT. 16.INSTALL CORRUGATED PLASTIC TREE GUARDS, WHITE IN COLOR, WITH THE SIZE OF TUBE 1" DIA. (MIN.) LARGER THAN THE CALIPER OF THE TREE TO BE PROTECTED. 17.3" DEPTH SHREDDED HARDWOOD MULCH SHALL BE INSTALLED UNDER ALL TREES. 18.CALIPER OF TREES UP TO AND INCLUDING 4" SHALL BE MEASURED AT 6" ABOVE GROUND LEVEL, AND 12" ABOVE GROUND LEVEL FOR LARGER SIZES. 19.FOR BALLED & BURLAP PLANT MATERIAL, REMOVE THE TOP HALF OF THE BURLAP FROM THE ROOT BALL. WIRE CAGES, STRAPS, ETC. SHALL BE REMOVED FROM THE TOP HALF OF THE ROOTBALL BEFORE INSTALLATION. 20.LANDSCAPE CONTRACTOR SHALL PROVIDE AND INSTALL NURSERY GROWN PLANT MATERIAL CONFORMING TO THE REQUIREMENTS AND RECOMMENDATIONS OF THE LATEST EDITION OF ANSI Z60.1 STANDARDS UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. GENERAL LANDSCAPE NOTES 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY WATERINGS TO KEEP ALL NATIVE SEEDED AREAS GROWING IN A HEALTHY CONDITION FOR THE EXTENTS OF ONE (1) YEAR AFTER INSTALLATION AND APPROVAL BY OWNER. ANY SEEDED AREAS THAT DIE OR SHOW FATIGUE DUE TO INSUFFICIENT CARE WITHIN ONE (1) YEAR AFTER INSTALLATION SHALL BE OVERSEEDED BY THE CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. OVERSEEDING, IF APPLICABLE, SHALL BE THE SAME MIX AND RATE AS ORIGINALLY INSTALLED. 2.A WATERING SCHEDULE FOR THE SEEDED AREAS FOR THE LENGTH OF THE ONE (1) YEAR AFTER THE INSTALLATION SHALL BE SUBMITTED WITH BID. 3.THE WATER SOURCE FOR WATERING OF THE SEEDED AREAS SHALL BE PROVIDED BY THE CONTRACTOR. SUBMIT A DEDUCT ITEM IN BID FOR OWNER PROVIDED WATER SOURCE. 4.B&B TREES SHALL RECEIVE A WATERING BAG FOR THE LENGTH OF ONE (1) YEAR AFTER INSTALLATION AND BE FILLED EVERY WEEK DURING THE GROWING SEASON. WATERING BAG SHALL BE TREEGATOR (OR APPROVED EQUAL). INSTALL ACCORDING TO MANUFACTURERS RECOMMENDATIONS. TEMPORARY IRRIGATION NOTES PLOTTED:COMM. NO. DRAWING NO. ----19065 6400 QUEENS AVE. 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: CCBJSBJS APRIL 20, 2026 REVISION LOG DESCRIPTION OF REVISIONSNO.DATE 6400 QUEENS AVENUE OTSEGO, MN 55330 ENDEAVOR INVESTMENTS XII, LLC PRELIMINARY PLANS PRINT NAME: SIGNATURE: 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. DATE:LICENSE NO. CURT CLAEYS, PLA 456135/15/2026 PLANTING DETAILS L3 3 TREE PROTECTION DETAIL NTS 4'-0"EQ EQ ZONE A: DIA=1/2X ZONE B: DIA=X ZONE C: DIA=2X PLAN VIEW ELEVATION VIEW"DRIPLINE"FENCING/ROOT PROTECTION 6' HIGH CHAIN LINK FENCING SHALL BE PROVIDED AND MAINTANED AT THE DRIPLINE OF EACH TREE OR AROUND A GROUP OF TREES AT THE DRIPLINE OF OUTSIDE TREES. THE ENGINEER'S APPROVAL IS REQUIRED FOR USE/ACCESS WITHIN ZONE B. PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B AT ALL TIMES. * SURFACE PROTECTION MEASURES 1. MULCH LAYER, @ 6"-8"DEPTH 2. 3/4" PLYWOOD 3. STEEL PLATES X TRENCHING / EXCAVATION ZONE A (CRITICAL ROOT ZONE) [DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 0.5] 1.NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE 2.SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN DIAMETER REQUIRES AN ENGINEER'S APPROVAL 3.TUNNELLING REQUIRED TO INSTALL LINES 3 FEET BELOW GRADE OR DEEPER ZONE B (DRIPLINE (DEFINE)) [MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE] 1.OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO (SPECIFY INDIVIDUAL) APPROVAL 2.SURFACE PROTECTION MEASURES REQUIRED TRENCHING ALLOWED AS FOLLOWS: - EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER MAY BE REQUIRED - LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A (CRITICAL ROOT ZONE) MAINTAIN 2/3 OR MORE OF ZONE B (DRIPLINE) IN UNDISTURBED CONDITION 3.TUNNELLING MAY BE REQUIRED FOR TRENCHES DEEPER THAN 3 FOOT 4.USE OF PNEUMATIC AIR WAND AND EXCAVATION MAY BE CONSIDERED WHERE THE TRENCH DEPTH DOES NOT EXCEED 4 FEET ZONE C (ABSORBING ROOT ZONE) [DEFINED AS DRIPLINE DIAMETER MULTIPLIED BY 2.0] 1.OPERATION OF HEAVY EQUIPMENT AND OR STOCKPILING OF MATERIALS SUBJECT TO (SPECIFY INDIVIDUAL) APPROVAL 2.SURFACE PROTECTION MEASURES MAY BE REQUIRED AND IS TO BE DETERMINED BY (SPECIFY INDIVIDUAL) TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS: - MINIMIZE TRENCH WIDTH - MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED CONDITION - OR AS SPECIFIED BY (SPECIFY INDIVIDUAL)"DRIPLINE"NOTE: -3" DP. WOOD MULCH SHALL BE USED IN ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED OTHERWISE. PLAN VIEW NOT TO SCALE 3X ROOTBALL DIA. 3x ROOT BALL DIA.12"-18"NOTE: -3" DP. 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. PLAN VIEW NOT TO SCALE 3X ROOTBALL DIA. 1 DECIDUOUS TREE PLANTING (ON SLOPE) DETAIL NTS FINISHED GRADE 3" DEPTH WOOD MULCH SINGLE STRAIGHT LEADER CENTER TREE IN HOLE, UPRIGHT AFTER EXPOSING TREE ROOT FLAIR, PLANT SO ROOT FLAIR IS ADJACENT TO FINISH GRADE (3) TREE AUGUR STEEL ANCHORS. SECURE TO TREE WITH ANTI-CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE (EQUALLY SPACED). WOOD MULCH (3) TREE AUGUR STEEL ANCHORS. SECURE TO TREE WITH ANTI-CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE (EQUALLY SPACED).MULCH TO BE HELD BACK 3" FROM BASE OF ALL PLANT MATERIAL ORIGIN A L S L O P E ORIGIN A L S L O P E UNDISTURBED OR COMPACTED SOIL PLANTING SOIL MOUND MIN. 12" REMOVE BURLAP, TWINE, ROPE AND WIRE FROM ROOTBALL 6' MIN. DIA. EARTH SAUCER 3" HEIGHT TAMPED WATER BASIN AT EDGE OF EARTH SAUCER FERTILIZER PLANT TAB ORIGIN A L S L O P E 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' BELOW GRADE (EQUALLY SPACED) 3" DEPTH WOOD MULCH PLANTING SOIL MOUND MIN. 12" AFTER EXPOSING TREE ROOT FLAIR, PLANT SO ROOT FLAIR IS ADJACENT TO FINISH GRADE TREE TIE SECURED TO STAKE. SECURE TO TREE WITH ANTI-CHAFFING MATERIAL. ALLOW FOR MOVEMENT OF TREE. (3) TREE STAKES DRIVEN A MIN. 2' BELOW GRADE (EQUALLY SPACED) WOOD MULCH FERTILIZER PLANT TAB MULCH SHALL BE HELD BACK 3" FROM BASE OF ALL PLANT MATERIAL 6' MIN. DIA. EARTH SAUCER 3" HEIGHT TAMPED WATER BASIN AT EDGE OF EARTH SAUCER FINISHED GRADE REMOVE BURLAP, TWINE, ROPE AND WIRE FROM ROOTBALL UNDISTURBED OR COMPACTED SOIL FERTILIZER PLANT TAB ORIGIN A L S L O P E TREEGATOR WATERING BAG (OR APPROVED EQUAL) TREEGATOR WATERING BAG (OR APPROVED EQUAL) FERTILIZER PLANT TAB 2 CONIFEROUS TREE PLANTING (ON SLOPE) DETAIL NTS