Loading...
HomeMy WebLinkAboutALT_MAYFLOWERparkDR-C5.3-SITE DTLC5.3 1903-016KEELER-WEBB ASSOCIATESPROPOSED OFFICE / WAREHOUSE10650 N. BENNETT PARKWAY, SUITE 200ZIONSVILLE, IN 46077 (317) 253-1251SITE DETAILS 9801 Mayflower Park DriveCarmel, Indiana 46032’ ’ INVERT OF RAIN GARDEN VARIES 1.0' BELOW TOP OF CASTING 889.10' INVERT OF 6" HDPE (PERF) 888.70'(UPSTREAM) 886.10'(DOWNSTREAM) FILTER FABRIC 12" BELOW INVERT PONDING LIMITS PLANTING SOIL - 12" 12" GRAVEL JACKET WASHED No. 8 30" RCP PIPE STRUCTURESEE DETAIL ON SHEET C5.3RAIN GARDEN UNDERDRAIN 6" PERF HDPE DUAL-WALL 2-3" RIVER ROCK FOR PLANTINGS GRADE Elev. (VARIES) 890.10' T.O.C.-30" PIPE STRUCTURE SIGN TO INDICATE THE RAIN GARDEN PROTECTION AREA, SEE PLAN FOR LOCATION WOVEN FILTER FABRIC BETWEEN SOIL & GRAVEL GRAVEL ASPHALT PARKING 12" RCP OUTLET PIPE INV. 885.60' DOWNSTREAM CONCRETE CURB CONCRETE SPILLWAY INVERT OF RAIN GARDEN 889.60' INVERT OF 6" HDPE (PERF) 887.60' FILTER FABRIC 12" BELOW INVERT PONDING LIMITS PLANTING SOIL - 12" 12" GRAVEL JACKET WASHED No. 8 RAIN GARDEN UNDERDRAIN 6" PERF HDPE DUAL-WALL 2-3" RIVER ROCK FOR PLANTINGS WOVEN FILTER FABRIC BETWEEN SOIL & GRAVEL GRAVEL ASPHALT PARKING CONCRETE CURB CONCRETE SPILLWAY GRADE Elev. (VARIES) 890.60' BEYOND 886.17 RCP 18 886.17 RCP 18 891.00 8 2.97 15.39 10 2400 ELEV. 887.73' STRUCTURE DATA TABLE No RIM ELEV.INV. IN INV. OUT STR. SIZE STR. TYPE CASTING OUT DIR.NOTES & DETAILS 1 889.10 886.10 885.60 30" PIPE BEEHIVE DTL ON C5.3 12"S C.M. PIPE STR. DTL. ON C5.3 2 885.25(1)12" END-SECT 6 & 7/C5.3, 4/C5.2 3 885.10(4)15" END-SECT 6 & 7/C5.3, 4/C5.2 4 891.80 885.40(4A)885.30(4)4'dia. MH INLET SOLID 15"S C.M. 48" STR. DTL. ON C5.3 4A 886.56 15" END-SECT 6 & 7/C5.3, 4/C5.2 5 887.98 885.94(4) 12"OUTLET MOD. TYPE A 12"SW DTL. 3 & 4 /C5.3 6 886.56'(7) 24" END-SECT 6 & 7/C5.3, 4/C5.2 7 891.00 887.11(9)886.01(6) 6'dia. MH MH/DIV. STR. SOLID 24"N C.M. 72" STR. DTL. ON C5.3 8 891.00 886.17(7)886.17(7) 5'dia. MH 3030-6-C SOLID 18"W CONTECH 60" STR. DTL. ON C5.3 9 888.54 887.16(7) 12" WIDE TRENCH DR. OPEN 15"N DTL 5/C5.2 (DENOTES UPSTREAM OR DOWNSTREAM STRUCTURE No.) STORM SEWER PIPE QUANTITIES L.F. SIZE TYPE 120'12"RCP 88'15"RCP 68'18"PVC 12'24"RCP 18" PVC INV. OUT 886.23' 24" RCP INV. OUT 886.01' CORE MH STR & INSERT EPOXY COATED #3 REBAR INTO EACH SIDE OF MANHOLE, INSTALL 3" UP FROM BOTTOM OF STRUCTURE, FORM 6" WIDE WALL @ WEIR ELEVATION 887.73' 18" PVC INV. IN & OUT 886.17' 18" PVC INV. OUT 886.11' 15" RCP INV. IN 887.11' 18" PVC INV. IN 886.76'CLIENT REVIEW5-08-20199-28-20193 ENGINEERING REVISIONSTAC REVIEW COMMENTS7-12-201919-02-20192ENGINEERING REVISIONS3 3