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Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060Hugo Gardens <br />HUGO, MINNESOTA <br />6008 VIRGINIA AVE, EDINA, MN 55424 <br />HUGO GARDEN APARTMENTS LLC <br />PROJECT <br />44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.02.21.2020ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:1929604.17.2020CITY RE-SUBMITTAL. .. .. .. .. .02.21.2020AMENDMENT TO PUDDRAWN BY:REVIEWED BY: KT, ND, JDPS. .. .. .. .. .. .. .4/17/2020 14:09:58COPYRIGHT CIVIL SITE GROUP INC.cREVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .NOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.LIGHT DUTY BITUMINOUS PAVEMENTx" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)x" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)x" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.2FINISHED GRADE12"HEIGHT VARIES FINISHED GRADELIMIT OF EXCAVATION <br />6"RETAINING WALLFACE OF RETAINNG WALL AT EXTERIORSTAIR SHALL BE FINISHED ON ALL SIDESOF WALL.N T SFENCE OR RAILING - INSTALL PER PERMANUF. SPECS. SHOP DRAWINGS REQUIRED8" MIN. LOW PERMEABLE SOIL ASSPECIFIEDIF SHOWN ON PLAN, LANDSCAPE EDGERAND MULCH (6" O.C. FROM RAIL)CAP BLOCK WITH 34" OVERHANG FROMFACE OF WALL-2 BEADS OF ADHESIVEPER MANUFACTURERSRECOMMENDATIONSTW, TYPMODULAR BLOCK RETAINING WALL UNITAS SPECIFIED (TYP.)GEOGRID REINFORCEMENT ASSPECIFIED- VERIFY LENGTH WITHENGINEER12" WIDE DRAINAGE LAYER- 34" DIA.STONE95% COMPACTED BACKFILL SOILIN 6" LIFTS4" DIA. PERFORATED PIPE WITH FILTERSOCK (SLOPE TO OUTLET)BW, TYPMATERIALS VARYSEE PLANS6" MIN. COMPACTED LEVELING PADCOMPACTED SUBGRADENOTES:1. THESE SECTIONS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTOR TO SUBMIT TO LANDSCAPE ARCHITECT CERTIFIEDDRAWING BY A MINNESOTA PROFESSIONAL ENGINEER ON STAFF WITH RETAINING WALL MANUFACTURE PRIOR TO WALLINSTALLATION. PREPARATION AND CERTIFICATION TO BE PAID FOR BY THE CONTRACTOR. SECTION AND ELEVATION OFEACH WALL REQUIRED.2. ALL SOIL PARAMETERS SHALL BE VERIFIED BY A GEOTECHNICAL CONSULTANT OR SITE ENGINEER PRIOR TOCONSTRUCTION. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE ASSUMED, NOTIFY MANUFACTURER OF C.M.U.RETAINING WALL 72 HOURS PRIOR TO INSTALLATION.3.4. RAILING IS REQUIRED ON RETAINING WALLS IN LOCATIONS WHERE DIFFERENCES IN GRADE ON EITHER SIDE OF THE WALLARE IN EXCESS OF 2.5' AND ARE LOCATED CLOSER THAN 4' TO A WALK, PATH, PARKING AREA, OR DRIVE ACCESS ON THEHIGH SIDE-SEE PLANS.5. COORDINATE LOCATION AND INSTALLATION OF RAILING POSTS AND FOOTINGS DURING THE INSTALLATION OF WALLMATERIALS.6. COORDINATE INSTALLATION OF RAIL POSTS AND FOOTINGS WITH INSTALLATION AND LOCATION OF GEOGRIDREINFORCEMENT. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CONTRACTOR ALTER THEINTEGRITY OF THE GEOGRID OR WALL MATERIALS.7. AIR DRIVE RAILING FOOTINGS AS SPECIFIED AND IN A MANNER TO NOT DISTURB THE WALL GEOGRID AS RECOMMENDED BYTHE WALL MANUFACTURER. COORDINATE INSTALLATION AND SCHEDULING OF RAILING FOOTING WITH WALLMANUFACTURER TO OBSERVE INSTALLATION OF RAILING FOOTINGS.31HEAVY DUTY BITUMINOUS PAVEMENTx" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)x" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)x" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T S