Laserfiche WebLink
Boulder County, CO 03632088 <br />MATCHING CAP UNIT <br />ADHERE TO TOP UNIT <br />W/ CONCRETE ADHESIVE <br />MODULAR <br />CONCRETE UNITS <br />DRAIN <br />GRANULAR, FREE <br />\_ <br />DRAINING FILL <br />1f <br />\ j j <br />K\/\•/ <br />IMPERVIOUS <br />COMPACTED <br />FILL <br />SECTION VIEW <br />SEGMENTAL RETAINING WALL <br />NTS <br />1 <br />REINFORCED BACKFILL <br />COMPACTED TO 95% <br />MAXIMUM STD PROCTOR DENSITY <br />(PLASTICITY INDEX PER GEOTECH <br />ENGINEER, BUT NOT EXCEED 25) <br />DRAINAGE AGGREGATE <br />GEOSYNTHETIC REINFORCEMENT <br />PER MANUFACTURES SPECS <br />c <br />4"0 DRAIN PIPE <br />OUTLET END OF 3/4" SETBACK <br />WALL OR ® 40' CENTER <br />MAX <br />H H2" <br />OPEN JOINT 2" <br />AT 20 FT. CENTERS <br />DRAIN DETAIL <br />PINHOLE <br />GRAVEL VERSA -TUFF PIN --' U <br />2 PER UNIT <br />BURY DEPTH IS 1" FOR EACH <br />8" COURSE OF BLOCKS LAID <br />ABOVE FINISHED GRADE <br />it <br />U <br />II <br />II <br />II <br />II <br />II <br />I I <br />II <br />II <br />III <br />II <br />II <br />iv <br />PINNING DETAIL <br />RECEIVING <br />SLOT <br />EXIST FH <br />TRASH ENCLOSURE <br />EXIST FH <br />EXIST FH <br />DO NOT ENTER SIGN <br />CONNECT TO EXIST \ <br />SD INLET <br />TW 17.00 <br />BW 16.50 <br />RETAINING WALL <br />DEMO/ABANDON <br />EAST SD UNE <br />CONC DROP <br />OFF LANE <br />TW 17.00 <br />BW 12.50 <br />TW 09.50 <br />sBW 09.00 <br />TW 09.00 <br />BW 05.00 <br />TW 04.00 <br />RECREATION/SENIOR CENTER <br />102,000 SF <br />FFE 5524.74 <br />TW 26.70 <br />BW 25.9 <br />TW 26.60 <br />BW 22.00 <br />RETAINING WALL <br />(135 LF, 5' HIGH MAX) <br />MOUNT FENCE AT <br />TOP OF WALL <br />DO NOT ENTER SIGN <br />NO PARK <br />SIGN PER <br />EXIST <br />BUILDING <br />G, LOADING ZONE <br />TCD STDS <br />TW 09.00 <br />TW 10.50 I <br />BW 10.00 <br />TW 04.00 c - <br />BW 00.50 <br />TW 00.00 <br />BW 99.50 <br />PARKING RATIO: 2. 1.40 <br />TW 23.70 <br />BW 22.00 <br />ASPHALT PARKIN6 <br />TW 21.20 <br />BW 18.50 <br />'$TORM INLET <br />NNECT TO EXIST SD LINE (WEST) <br />0 EXIST PIPE TO THE EAST <br />TIERED RETAINING <br />WALLS <br />TW 10.50 <br />TW 09.00 <br />BW 05.00 <br />TW 04.00 <br />BW 00.00 <br />TW 99.00 <br />BW 96.00 - <br />TW 05.50 <br />BW 05.00 <br />BW 99.po <br />TW 98.00 <br />BW 95.00 <br />TW 19.701 <br />BW 18.501 <br />RETAINING WALL <br />MOUNT FENCE AT <br />TOP OF WALL <br />547i .S4: <br />CURB OPENING <br />ADJUST <br />EXIST GRATE <br />INLET <br />-rw 09.04 <br />TW 0.1i <br />STORM INLET <br />TW 05.70 <br />BW 04.70 <br />TW 02.50 <br />BW -00.50 <br />06.80 <br />BW 05.80 <br />04.80 <br />BW 00.80 <br />OUTLET STRUCT <br />AT RAIN GARDEN - <br />BW 03.70 <br />RETAINING WALL <br />STORM INLET <br />CONNECT TO EXIST <br />SD LINE; <br />TW 09.70 <br />BW 04.70 <br />-TW 03.70 <br />BW 99.70 <br />TW 98.70 <br />BW 95.00 <br />V <br />30 LF 15" PVC ; :yRitEIN 54GAR99D.00EN <br />RETAINING WALL <br />CONCRETE TRAIL <br />RETAINING WALL - - <br />(120 LF, 'HIGH MAX <br />'STORM SEWER <br />PERF UNDERDRAIN <br />AT RAIN GARDEN <br />40 <br />40; <br />80 <br />SCALE IN FEET ! <br />PAGE 3 OF 17 <br />SINK <br />COMBS <br />DETHLEFS <br />ARCHITECTURE DESIGN <br />475 LINCOLN STREET <br />SUITE 100 <br />DENVER, CO 80203 <br />Tel: 303-308-0200 <br />,(de <br />0<zL <br />LOUISVILLE <br />RECREATION AND <br />SENIOR CENTER <br />EXPANSION <br />PLANNED UNIT <br />DEVELOPMENT <br />AND SPECIAL <br />REVIEW USE <br />LOT 1, LOUISVILLE RECREATION <br />CENTER SUBDIVISION <br />900 VIA APPIA <br />LOUISVILLE, COLORADO 80027 <br />SCD Project No.:1641 <br />All information appearing herein shall not be duplicated, discharged or otherwise <br />used without the written consent of Sink Combs Dethlefs <br />No. Issues/Revisions: <br />PUD / SRU SUBMITTAL <br />PUD / SRU RESUBMITTAL <br />PUD SRU RESUBMITTAL #2 <br />PUD / SRU RESUBMITTAL #3 <br />PUD / SRU RESUBMITTAL #4 <br />1 4 <br />2 3 <br />GRADING AND <br />DRAINAGE PLAN <br />C1.1 <br />Date <br />03/02/2017 <br />05/18/2017 <br />05/26/2017 <br />06/16/2017 <br />07/07/2017 <br />