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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA <br /> ORANGE COUNTY SOLID WASTE Addendum No. 5 <br /> DRAINAGE REPAIRS Page 2 of 2 <br /> 2. What is invert out for Junction Box at Walnut Grove?Answer.•See pipe invert revisions below. <br /> 1 1 NEW DI <br /> f 1 RIM 687.0 <br /> INVB8j.S-- INV.684.95 <br /> SLOPE NEW PAD TO DROP <br /> ` 1 INLET AS LOW POINT <br /> I. 100 LF 12"SMOOTH <br /> J LINED HDPE <br /> 0.`% 0.5% <br /> ' NEW JUNCTION <br /> + . RIM 686.1 <br /> INV.684.45 <br /> k � <br /> - <br /> INV <br /> OUT <br /> � 6840- <br /> -y 90 LF 12'SMOOTH <br /> APPROXIMATE LOCATION OF 2"PV LINED HOPE <br /> E SEPTIC FORCE MAIN AND UNDERGROU 0 5% <br /> I ELECTRIC.CONTRACTOR TO LOCATE <br /> } PRIOR TO NEW STORM PIPE INSTALL AND <br /> VERIFY FOR NO CONFLICT. <br /> 3. Not sure we can get traffic rated precast structures that shallow. Is there a masonry option? <br /> Answer: Yes, masonry-built structures meeting the requirements of NCDOT Standard Detail 840.75 <br /> are acceptable. <br /> Attachments: <br /> 1. Form of Proposal - Revision #2 ,`.11`1111111CAIR�����'% <br /> •� �.oFi`ssio��/2 <br /> C'+ - <br /> 0289 9 - <br /> :n r <br /> ' LNG I NE��'���• <br /> CLN <br /> January 75,2024 <br /> END OF ADDENDUM #5 <br />