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BI rUMINOUs IL N N N 0 N 10 0` 0 0 CL A TEMPORARY CONSTRUCTION AGREEMENT/APPROVAL SHALL BE OBTAINED FROM ADJACENT OWNER FOR WORK ON ADJACENT OWNERS PROPERTY COORDINATE ALL CONSTRUCTION ON ADJACENT OWNERS PROPERTY WITH ALL PARTIES INVOLVED XO 1 9 F 140 ft E & 140 ft S of the section of E-W 114 An & line of Forest Blvd N ,4q xg _ .- Approximate location of / Sewer and Water Easement per Doc. No. 720118-_e_"-- I CB I RIM=934 77 I « INV-932 58 �� I 12��PVC PVC12„I 1 I A A A 1 1 1 1 1 1 _I 1 1 1 1 EGG LAKE OHW ELEV=926.66 PUMP LINE WATER ELEVATION = 925 9 FEET DATED 07/16/21 12"AS ' --WETLAND DELINEATED BY KJOLHAUG ' ENVIRONMENTAL SERVICES ON JULY 29, 2021 Egg Lake ' OHW = 926 5 FEET (NGVD29) --\---Approximate location _ of Ponding and ' Flowage Easement per Doc. No. 708259 ZONE A - INFILTRATION BASIN HWL:935.49 EOF:934.90 BOT:931.70 0 20 40 NP SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY LOUCKS, DATED AUGUST 13, 2021. CIVIL LEGEND EXISTING PROPOSED U SANITARY MANHOLE • OSTORM MANHOLE O ®® CATCH BASIN 00 CULVERT HYDRANT DQ GATEVALVE N OPIV POST INDICATOR VALVE OP1V 0 LIGHT POLE 0 POWER POLE v SIGN _Tr_ � BENCHMARK SOIL BORINGS_ ® WATER MANHOLE !� TELEPHONE MANHOLE UTILITY MANHOLE ® ELECTRIC MANHOLE —WWATER SERVICE —SSANITARY SERVICE & HANDICAP PARKING (� L9z DIRECTION OF FLOW SPOT ELEVATION CONTOURS SANITARY SEWER STORM SEWER WATERMAIN FM FORCEMAIN Fill —i> DT— DRAINTILE » DT— SILT FENCE CURB & GUTTER RETAINING WALL TREELINE r 1r 1r 1r 1r 1r1r1r1 — — — — — EASEMENT LINE — — — — — SETBACK LINE — — — — X X— FENCE LINE —X X— TEL UNDERGROUND TELE SAS— UNDERGROUND GAS OH OVERHEAD UTILITY FO UNDERGROUND FIBER OPTIC ----ELE--- UNDERGROUND ELECTRIC DTI, — UNDERGROUND CABLE TV PROPERTY LINE CONIFEROUS TREE DECIDUOUS TREE PARKING COUNTS Q GRADING, DRAINAGE & EROSION CONTROL NOTES 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW -IMPACT EARTH -MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOPSOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 5. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 6. REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. B2105693), DATED 08/04/2021 AS PREPARED BY BRAUN INTERTEC FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 7. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 8. DUST MUST BE ADEQUATELY CONTROLLED. 9. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 10. SEE UTILITY PLAN FOR STORM AND SANITARY SEWER INFORMATION. 11. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 12. ALL ACCESSIBLE SLOPES SHALL NOT EXCEED 2% CROSS SLOPE OR 5% RUNNING SLOPE. 13. ALL SLOPES WITHIN THE ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION. C� \A/A CAI IAI!-. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :. LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. 08/13/21 CITY SUBMITTAL 09/03/21 CITY SUBMITTAL 09/16/21 CITY SUBMITTAL I hereby certify that this plan,i n or report was prepared by me o r y�Qlj visionan that I am a duly Li d rc esn �rZiy-��i the laws of the Statt . v �1 0 STR C� cNTrevor D. Gruys - PE License No. 53706 Date Loucks Project No. 20499 Project Lead TDG Drawn By TDG/MDC Checked By TDG Review Date 09/16/2021 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS 1_1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P1-1 PHOTOMETRICS PLAN