Siad topographical survey from Schmidt5282026

SUITABLE FOR REUSE BY OWNER OR OTHERS ON 1" 72'-72 E X T E N S I ON S OF T HE P R O JE C T O R O N A N Y OT HE R CONSTRUCTION. OUTLET CONTROL PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION 2% ADA 6. DENSE GRADED AGGREGATE BASE COURSE. OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE PROPOSED CULTEC R-180HD

PROPOSED CULTEC R-180HD STRUCTURE B3 SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE OUTLET CONTROL 7. WHERE SIDEWALK CROSSES DRIVEWAY PROVIDE A 2% MAXIMUM SIDEWALK CROSS SLOPE WITHIN DRIVEWAY UNDERGROUND BASIN A 100.73 GR ELEV. = 101.00 RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO STRUCTURE B1 AREA. HUDSON ENGINEERING, LLC; AND OWNER SHALL 88 TOTAL CHAMBERS INVERT ELEV. = 96.27 INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING,

INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, GR ELEV. = 100.90 29.5' W X 72.63' L LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND MAXIMUM SLOPE 98.9 INVERT ELEV. = 96.27 EXPENSES ARISING OUT OF OR RESULTING THEREFROM STONE INVERT = 95.70 TC:100.96 12 LF 15"Ø RCP PIPE 2% ADA BC:100.46 12 LF 15"Ø RCP

DA BC:100.46 12 LF 15"Ø RCP PIPE @ 0.5% SLOPE BY CHK @ 0.5% SLOPE ---- ----

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---- ---- JC C:0.50 FIRST FLOOR 02 TYPICAL PAVEMENT DETAIL

RP ---- ---- ---- ----

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---- ---- ---- ---- 98.6 ELEVATION: 100.00 100.32 OUTLET CONTROL OVERFLOW STRUCTURE A