Siad topographical survey from Schmidt5282026

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 TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END (203-775-4416 OR 1-800-428-5832) PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE RECHARGER® 180HD AND 2. THE GEOTEXTILE SHALL BE BLACK AND WHITE IN APPEARANCE. OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE 12' [3.65m] MAX.. SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE ACT AS CROSS FEED CONNECTIONS.

SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE ACT AS CROSS FEED CONNECTIONS. 3. THE GEOTEXTILE SHALL HAVE A MARV WEIGHT OF 8.0 OZ/YD2 PER ASTM D5261 TESTING COVER DEPTH RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO METHOD. 6.0" [152mm] MIN. HUDSON ENGINEERING, LLC; AND OWNER SHALL 18. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN 4. THE GEOTEXTILE SHALL HAVE A GRAB TENSILE STRENGTH OF 325 X 325 LBS (1,445 X 1,445 N)

INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, THE RIBS. PER ASTM D4632 TESTING METHOD. LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND 10.0" [250mm] MIN. FOR UNPAVED MODEL 180IHD 5. THE GEOTEXTILE SHALL HAVE A ELONGATION @ BREAK RESISTANCE OF 15 X 15% PER ASTM (REDUCE TO 6.0" [150mm] FOR EXPENSES ARISING OUT OF OR RESULTING THEREFROM 19. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE

ESULTING THEREFROM 19. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE D4632 TESTING METHOD. NON-TRAFFIC APPLICATION) CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR 20.5" [521mm] 6. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,124 LBS (5,000 N) PER ASTM CLEAN-OUT. D6241 TESTING METHOD. BY CHK

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JC 20. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY 7. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 125 X 125 LBS (556 X 556 N) PER ASTM D4533 TESTING METHOD. CORRUGATION ON THE LARGE RIB END. RP ----

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