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NO <br />PARKING <br />LIGHT DUTY PAVEMENT SECTION* <br />1.5" BITUMINOUS WEAR COURSE (SPWEA330B) <br />TACK COAT R8-3a <br />2" BITUMINOUS BASE COURSE (SPNWA330B) RED ON WHITE <br />6" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) 12" X 18" <br />APPROVED SUBGRADE <br />*LIGHT DUTY PAVEMENT SECTION SHALL BE USED FOR <br />ALL PARKING AREAS ONSITE. FINAL PAVEMENT DESIGN TO <br />BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. <br />STANDARD DUTY PAVEMENT SECTION* <br />2" BITUMINOUS WEAR COURSE (SPWEA330B) <br />TACK COAT <br />2" BITUMINOUS BASE COURSE (SPNWA330B) <br />8" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) <br />APPROVED SUBGRADE <br />*STANDARD DUTY PAVEMENT SECTION SHALL BE USED FOR <br />ALL DRIVE LANES ONSITE. FINAL PAVEMENT DESIGN TO BE <br />CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. <br />PAVEMENT SECTIONS <br />CS 1 NO SCALE <br />NSXMPCERO \ <br />NON —SELECT J <br />BACKFILL MATERIAL <br />COMPACTED BACKFILL <br />�U�� <br />ra <br />m <br />NO SCALE <br />VARIES <br />4 sic4 oN p <br />CS NO SCALE <br />R7-8m <br />WHITE ON BLUE <br />12" X 18" <br />R7-SbP <br />WHITE ON BLUE <br />12" X 6" <br />2" DIA. GALVANIZED SCHEDULE 40 PIPE. <br />EMBED IN CONCRETE FILLED BOLLARD. <br />HEAVY DUTY HOPE DOME TOP YELLOW OR <br />BLUE BOLLARD COVER <br />6" DIA. GALVANIZED SCHEDULE 40 PIPE <br />EXPANSION FELT <br />EMBED IN CONCRETE <br />NOTES <br />1. BOLLARDS TO BE PLACED 12" BEHIND <br />BACK OF CURB OR AS NOTED ON THE <br />SITE PLAN. <br />2. CONCRETE FOOTING TO BE HELD BELOW <br />FINISHED CONCRETE SURFACE. <br />3. CENTER SIGN AT HEAD OF PARKING <br />SPACE NOT MORE THAN 96" FROM HEAD <br />OF PARKING SPACE. <br />4. SIGN HARDWARE PER MANUFACTURER. <br />CASTING SHALL BE MARKED SANITARY OR CO (CLEAN OUT) <br />AS APPROVED BY ENGINEER <br />FORD A-1 CASTING W/ \ <br />PVC THREADED PLUG <br />FINISHED GRADE <br />0.5' TOPSOIL GRADING GRADE <br />VARIES <br />PROPOSED FINISHED GRADE <br />—EXISTING GRADE <br />\ / 1 LIMIT OF SUBGRADE EXCAVATION <br />SELECT BACKFILL <br />MATERIAL OCTPgK ERLPV N V i <br />OR Ooe <br />cRFR.� NON —SELECT BACKFILL MATERIAL <br />M AX gYFR <br />COMPACTED BACKFILL <br />3.0' <br />MAX. PVC <br />10.0' =ilk iu�-��N-��II II-- <br />MIN. <br />BOTTOM OF UNSTABLE MATERIAL MINIMUM <br />CTION 1 % SLOPE <br />LLTOP OF MULCH MINIMUM <br />2" BELOW TOP OF BLOCK <br />WOOD OR ROCK MULCH <br />(SEE LANDSCAPE PLAN) <br />EDGER <br />(SEE LANDSCAPE PLAN) <br />SOD <br />NO SCALE <br />*CRITICAL* <br />MAINTAIN POSITIVE <br />GRADE AWAY FROM <br />BUILDING <br />TOP OF GRADE MINIMUM <br />6" BELOW TOP OF BLOCK <br />GRADE SHALL DROP <br />6" MINIMUM 10' <br />FROM BUILDING <br />COMPACT SOILS ADJACENT TO <br />BUILDING TO 95% STANDARD <br />PROCTOR. USE JUMPING JACK <br />COMPACTOR OR OTHER <br />EFFECTIVE MEANS. <br />WA <br />4" CONCRETE PAD <br />NOTES: <br />— ALL JOINTS SHALL BE SOLVENT WELD EXCEPT AS NOTED. <br />— CLEAN OUTS ARE REQUIRED AT 100' SPACING AND AT <br />CHANGE OF DIRECTION. <br />— ALL CLEAN OUTS SHALL BE EQUIPPED WITH A FROST SLEEVE. <br />5 1 STORM <br />651 NO SCALE <br />NO SCALE <br />HEAVY DUTY HDPE DOME TOP BOLLARD <br />COVER (PER OWNER) <br />6" DIA. GALVANIZED SCHEDULE 40 PIPE <br />EXPANSION FELT <br />EMBED IN CONCRETE <br />NOTES <br />1. BOLLARDS TO BE PLACED 12" BEHIND <br />BACK OF CURB OR AS NOTED ON THE <br />SITE PLAN. <br />2. CONCRETE FOOTING TO BE HELD BELOW <br />FINISHED CONCRETE SURFACE TO <br />PROVIDE SMOOTH CONCRETE FINISH. <br />DOWNSPOUT <br />AIR �, <br />GAP <br />PROPOSED <br />GRADE <br />LS_ <br />6" PVC- <br />10"x6"� RISER <br />WYE <br />10" PVC 6 —90 <br />BEND <br />6" PVC LEAD <br />(LENGTH VARIES) <br />7 1 DOWNSPOUT CONNECTION <br />NO SCALE <br />NO PARKING <br />4" STRIPING <br />(TYP) <br />12" HIGH LETTERS <br />HANDICAP PARKING <br />SYMBOL (TYP) <br />3li6w MAX. <br />A3fj 6" MAX. <br />12" PVC OUTLET. <br />SEE PLAN FOR LOCATIO <br />;o d <br />o. �- <br />B - 1 1/2" or 2" <br />C <br />SLOPE TRENCH TC <br />DRAIN TO OUTLET. <br />o.a� <br />o ' <br />ago <br />12"-90* BEND <br />MEASUREMENTS <br />A = 23 7/8" <br />B=2" <br />C = 21 7/8" 12" PVC <br />1. TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE <br />ACCORDING TO MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (LATEST EDITION) <br />EXCEPT AS MODIFIED BELOW. <br />2. TURF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE <br />MORE THAN 7 DAYS. <br />3. SEED: MnDOT MIXTURE 25-141 AT 50 POUNDS PER ACRE. <br />4. DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER <br />5. MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). <br />6. FERTILIZER: TYPE 10-10-10 AT 200 POUNDS PER ACRE. <br />CS I NO SCALE <br />J <br />1 <br />z W V i <br />Z i U <br />Uj <br />W z <br />% Q z R <br />z � C i U <br />a a i us1:z n z z Z <br />W N W Q O <br />J <br />m J <br />Z Cr< <br />O U <br />0 Z <br />N W <br />z <br />.a W Q <br />n <br />0 <br />a w <br />�i 0 LL <br />V x ~° <br />z °� <br />N n <br />Q m <br />w a <br />W W <br />/ n <br />M f— <br />Z <br />0 <br />M <br />M <br />Gra <br />0 <br />GLn <br />Ln <br />J a� <br />W <br />0 M = <br />W <br />_ _0 <br />L <br />2Q <br />Z <br />J <br />J <br />Z� <br />C DO <br />O <br />G Ln <br />az <br />W z <br />O Q <br />LU = p <br />>�� <br />W N O <br />0 O U <br />O <br />ZT-'U-) <br />W <br />0 <br />oc <br />REVISIONS <br />1. 07/17/24 Per City Comments <br />DRAWN BY: DJW <br />6 <br />DESIGNED BY: DJW E7 <br />ISSUE DATE: 07/01/24 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my b <br />direct supervision and that I am a duly s <br />Licensed Professional Engineer under the s <br />laws of the State of Minnesota <br />Name: Dan J. Wilke, P.E. <br />/ Signature: 6/ m <br />Date: 07/01/24 License #: 53182 <br />a <br />LC8 <br />of <br />