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4.14 SR 10-21-2024
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4.14 SR 10-21-2024
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BASIN CLEANOUT SCHEDULE <br />STRUCTURE <br /> NO. <br />CO-B2 <br />CO-B4 <br />CO-B5 <br />CO-H2 <br />CO-H4 <br />CO-H6 <br />CO-H7 <br />CO-H9 <br />CO-H10 <br />CO-H11 <br />CO-H12 <br />CO-I2 <br />CO-I3 <br />CO-I5 <br />CO-I6 <br />CO-I8 <br />CO-I9 <br />CO-I10 <br />AREA <br />BASIN B <br />BASIN B <br />BASIN B <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />STRUCTURE <br />SIZE (IN) <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />6 Ø <br />STRUCTURE <br />MATERIAL <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PAY HEIGHT <br />(LN FT) <br />7.00 <br />7.05 <br />7.36 <br />3.00 <br />3.00 <br />6.84 <br />7.14 <br />6.48 <br />7.22 <br />7.27 <br />6.25 <br />6.00 <br />6.40 <br />6.00 <br />6.28 <br />6.00 <br />6.18 <br />6.69 <br />TOP OF CASTING <br />ELEVATION <br />916.00 <br />916.05 <br />916.36 <br />912.00 <br />912.00 <br />915.84 <br />916.14 <br />915.48 <br />916.22 <br />916.27 <br />915.25 <br />912.00 <br />912.40 <br />912.00 <br />912.28 <br />912.00 <br />912.18 <br />912.69 <br />INVERT <br />ELEVATION <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />HEADWALL SCHEDULE <br />APRON <br /> NO. <br />HW-H1 <br />HW-I1 <br />AREA <br />BASIN H <br />BASIN I <br />APRON <br />SIZE (IN) <br />6 <br />6 <br />APRON <br />MATERIAL <br />CONCRETE <br />CONCRETE <br />INVERT <br />ELEVATION <br />909.00 <br />906.00 <br />PIPE <br />NO. <br />SD-H1 <br />SD-I1 <br />BASIN SUBDRAIN SCHEDULE <br />PIPE <br />NO. <br />SD-B1 <br />SD-B2 <br />SD-B3 <br />SD-B4 <br />SD-B5 <br />SD-H1 <br />SD-H2 <br />SD-H3 <br />SD-H4 <br />SD-H5 <br />SD-H6 <br />SD-H7 <br />SD-H8 <br />SD-H9 <br />SD-H10 <br />SD-H11 <br />SD-H12 <br />SD-I1 <br />SD-I2 <br />SD-I3 <br />SD-I4 <br />SD-I5 <br />SD-I6 <br />SD-I7 <br />SD-I8 <br />SD-I9 <br />SD-I10 <br />AREA <br />BASIN B <br />BASIN B <br />BASIN B <br />BASIN B <br />BASIN B <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN H <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />BASIN I <br />DRAIN <br />FROM <br />6" TEE <br />CO-B2 <br />6" TEE <br />CO-B4 <br />CO-B5 <br />6" TEE <br />CO-H2 <br />6" CROSS <br />CO-H4 <br />6" CROSS <br />CO-H6 <br />CO-H7 <br />6" CROSS <br />CO-H9 <br />CO-H10 <br />CO-H11 <br />CO-H12 <br />6" CROSS <br />CO-I2 <br />CO-I3 <br />6" CROSS <br />CO-I5 <br />CO-I6 <br />6" CROSS <br />CO-I8 <br />CO-I9 <br />CO-I10 <br />INLET <br />ELEVATION <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />DRAIN <br />TO <br />ST-1 <br />6" TEE <br />6" TEE <br />6" TEE <br />6" TEE <br />HW-H1 <br />6" TEE <br />6" TEE <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />HW-I1 <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />6" CROSS <br />OUTLET <br />ELEVATION <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />909.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />906.00 <br />PIPE <br />SIZE (IN) <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />6" <br />MATERIAL <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PIPE <br />CLASS <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PVC <br />PIPE <br />GRADE <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />0.00% <br />PIPE <br />LENGTH (FT) <br />24 <br />180 <br />25 <br />186 <br />42 <br />75 <br />472 <br />25 <br />469 <br />25 <br />119 <br />230 <br />25 <br />153 <br />148 <br />39 <br />150 <br />69 <br />92 <br />81 <br />25 <br />70 <br />71 <br />25 <br />55 <br />63 <br />129 <br />GENERAL NOTES: <br />·FOR DESIGN PURPOSES, THE SECTION OF ROADWAY BETWEEN THE IVANHOE/185TH INTERSECTION TO C.H. 40 WILL BE CONSIDERED AS <br />AN EXTENSION OF IVANHOE STREET INSTEAD OF 185TH AS THE ROADWAYS ARE LABELED. <br />·FOR DESIGN PURPOSES, 186TH AVENUE HAS THE QUALIFIER OF "EAST" TO SEPARATE IT FROM THE SECTION OF 186TH AVE THAT WAS <br />CONSTRUCTED DURING PHASE 1 AND IS CUT OFF BUT THE WETLAND TO REMAIN. <br />BRADFORD PARK <br />DEVELOPMENT <br />(PHASE 2) <br />LENNAR HOMES <br />LIC. NO.DATE <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />JERREMY D. FOSS <br />xxxx-xx-xx 55871 <br />NOTE: <br />THE CLARITY OF THESE PLANS DEPEND <br />UPON COLOR COPIES. IF THIS TEXT DOES <br />NOT APPEAR IN COLOR, THIS IS NOT AN <br />ORIGINAL PLAN SET AND MAY RESULT IN <br />MISINTERPRETATION. <br />26553 - 6.1 SCHEDULES (P2) <br />DATE <br />REVISION SCHEDULE <br />DESCRIPTION BY <br />SHEET <br />TITLE <br />PROJECT <br />WITHOUT PRIOR WRITTEN CONSENT. <br />INC. AND MAY NOT BE USED, COPIED OR DUPLICATED <br />THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, <br />PROJECT NO. <br />FILE NAME <br />DESIGNED BY <br />ORIGINAL ISSUE DATE <br />DRAWN BY <br />CLIENT PROJECT NO. <br />REVIEWED BY <br />DWG LOCATION: S:\PROJECTS\26000 PROJ\26500-26599\26553 FOSTER PROPERTY-ELK RIVER MN\26553 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\PHASE 2\26553 - 6.1 SCHEDULES (P2).DWG SAVED BY: TODD.KIRK 115OF <br />46 <br />- <br />2024-08-26 <br />22-26553 <br />46 UTILITY SCHEDULES <br /> 300 26553 46 <br />ELK RIVER MINNESOTA <br />UTILITY <br />SCHEDULES <br />TTK <br />TTK <br />JDF <br />Page 198 of 294
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