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C A T T A I L S5 FT. CHAIN LINKFENCE5 FT. CHAIN LINKFENCEWATERWATERT R E E ST R E E ST R E E ST R E E ST R E E ST R E E ST R E E S4 FT. WROUGHTIRON FENCEG R A S SG R A S SSHRUBSCONCB I T U M I N O U SB I T U M I N O U S34B I T U M I N O U SB I T U M I N O U SCONCCONCCONCGRASSG R A S SCONCGRASSGRASSB I T U M I N O U SKEYSTONEWALLCONCSTEPSCONCWALLCONCWALLSTNH=918.17B I T U M I N O U SW E T L A N D SND SWETLANDSWETLANDSWETLANDSWETLAND FLAGSWETLAND FLAGSWETLAND FLAGSTA 3000STA30092525PARKINGSTALLS)8122018371210202020444848181825236 PROPOSEDNORTH PARKING381 STALLSPAINTED ACCESSIBLE SYMBOL (TYPICAL)4" WIDE PAINT STRIPE @ 3" O.C. WITHWORDS "NO PARKING" (TYPICAL)4" WIDE PAINT STRIPE (TYPICAL)9' x 18' STALLS (TYPICAL)4" WIDE PAINT STRIPE@ 3" O.C. (TYPICAL)4" WIDE PAINT STRIPE (TYPICAL)9' x 18' STALLS (TYPICAL)4" WIDE PAINT STRIPE (TYPICAL)9' x 18' STALLS (TYPICAL)20.00'20.00'20.00'20.00'24.00'20.00'20.00'24.00'20.00'20.00'20.00'20.00'32.00'32.00'32.00'25.00'20.00'32.00'20.00'32.00'20.00'32.00'26.00'16.00'16.00'24.00'32.00'32.00'32.00'16.00'2' x 8' PAINTED CROSSWALKPANELS (TYPICAL)REFER TO "CONSTRUCTION PLAN FOR GRADING, CONCRETE & BITUMINOUSPAVEMENT, STORM SEWER, ADA IMPROVEMENTS" FOR LAKE VALENTINE ROAD WORKDateRegistration NumberCheck:Drawn:Date:Comm:I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly Licensedunder the laws of the State ofCMNRevisionsDescription Date NumScale:NorthMVHS NORTHPARKING LOTREPLACEMENT1900 LAKE VALENTINE ROADARDEN HILLS, MINNESOTA 551124570 VICTORIA STREET NSHOREVIEW, MINNESOTA 55126ISD #621: MOUNDS VIEWPUBLIC SCHOOLSPROFESSIONAL ENGINEERMINNESOTANOT FOR CONSTRUCTIONCITY SUBMITTALC1.211" = 30'DARMET11/08/202121219040180xx/xx/xxDAVID A. REYPLANSITENOTES:1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. SIGNAGE SHALL GENERALLY BE INSTALLED 18" BEHIND THE BACK OF CURB.4. ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED SHALL RECEIVE AT LEAST6" OF TOPSOIL AND SHALL BE SODDED.5. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.6. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED CONCRETE SLABPROPOSED BITUMINOUS PAVEMENTPROPOSED RETAINING WALLPROPOSED DECORATIVE METAL FENCINGPROPOSED TRAFFIC CONTROL SIGNPAINTED ACCESSIBLE SYMBOLPROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROPERTY LINE1C2.11EXISTING PARKING COUNTS (680 TOTAL STALLS):NORTH PARKING = 158 CAR STALLSBUS / EAST PARKING = 446 CAR STALLSSOUTH PARKING = 68 STALLSWEST PARKING = 8 STALLSPROPOSED PARKING COUNTS (591 TOTAL CAR STALLS):NORTH PARKING = 381 STALLSBUS / EAST PARKING = 29 BUS STALLS, 174 CAR STALLSSOUTH PARKING = 14 STALLSWEST PARKING = 8 STALLSACCESSIBLE PARKING = 14 STALLSACCESSIBLE PARKING STALL REQUIREMENTS = 18 STALLSACCESSIBLE PARKING STALLS PROVIDED = 22 STALLSSITE STATISTICS:BUILDINGS: 27,101 SQ. FT.PARKING AND DRIVES: 149,927 SQ. FT.WALKWAYS: 5,688 SQ. FT.IMPERVIOUS SURFACE BREAKDOWN: $WWDFKPHQW(