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ALL EARTHWORK INCLUDING BUT NOT LIMITED TO REMEDIATION, OVER EXCAVATION, REMOVAL OF 0 40 80 UNSUITABLE SOILS, BUILDING PAD PREPARATION, SLOPE KEYING, CLEARING, GRUBBING, EXCAVATION, FEET EMBANKMENT, AND BACKFILL, SHALL BE COMPLETED IN ACCORDANCE WITH THE SPECIFICATIONS AND 0 REQUIREMENTS INCLUDED IN THE PROJECT GEOTECHNICAL REPORT UNDER THE DIRECTION AND w N SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. CONTRACTOR SHALL OBTAIN A o 10 M COPY OF THE GEOTECHNICAL REPORT FROM THE OWNER PRIOR TO BID. ALL EARTHWORK SHALL BE ow N OVERSEEN, INSPECTED, TESTED, AND APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. O 2. CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA o UNTIL TEMPORARY AND/OR PERMANENT DRAINAGE IMPROVEMENTS ARE IN PLACE AN FUNCTIONING. go 3. IF REQUIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A SHORT TERM ACTIVITY EXEMPTION �? PERMIT FROM THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY IDEA). CONTACT THE SOUTHWEST oo REGIONAL IDEQ OFFICE (208.373.0557). CONTRACTOR SHALL SUBMIT TO IDEA A DEWATERING PLAN WHICH OUTLINES THE LOCATION OF PROPOSED BMP'S AND THE SEQUENCING OF THE DEWATERING ACTIVITIES. 03 ALL CONSTRUCTION WATER GENERATED FROM EXCAVATION SHALL FREE OF SEDIMENT SAND DEBRIS BEFORE IT LEAVES THE SITE. o wL D oz 4. TESTING SHALL BE PERFORMED PER THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT O AND RECOMMENDATIONS PROVIDED BY THE OWNER'S GEOTECHNICAL ENGINEER OF RECORD. o w' 5. THE SUBGRADE WITHIN THE ROAD RIGHT OF WAYS SHALL STRIPPED, COMPACTED, INSPECTED, AND PROOF �Z O ro �r ��U ROLLED WITH A HEAVY RUBBER TIRED FULL LOADED TANDEM AXLE TRUCK/TRAILER, OR EQUIVALENT, aLL M PRIOR TO PLACEMENT OF FILL MATERIAL FILL MATERIAL WITHIN THE ROADWAY AREAS SHALL BE z COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL PER ASTM D1557. 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH TREES WITHIN THE ZZ "a O PROJECT LIMIT OR TO REMAIN, AND WHICH TREES ARE TO BE REMOVED. REMOVE TREES AS DIRECTED BY OWNER. Yk � U¢ IL J w3 7. TOPSOIL AND OTHER STOCKPILE AREAS, TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER j um BEFORE THE START OF CONSTRUCTION. Q, Y Z o 3 8. NO GRADING WORK SHALL OCCUR UNTIL THE OWNER HAS FILED A NOTICE OF INTENT FOR CONSTRUCTION W ad ACTIVITY WITH THE IDAHO DIVISION OF ENVIRONMENTAL QUALITY. 9. ALL MATERIAL FURNISHED ON, OR FOR, THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE O APPROVING AGENCIES, OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS AT z 0 THE REQUEST OF AGENCY AND OR THE ENGINEER. Z w 10. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL SLOPE OF Q a >_ Z w 0 PEDESTRIAN RAMPS SHALL NOT BE GREATER THAN 12:1; THE CROSS SLOPE MEASURED PERPENDICULAR J o o�00 } M TO TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX ~ w Y N m U < U j� Z LONGITUDINAL SLOPE, OR CROSS SLOPE. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT 0 w w 0-QLL CONTRACTOR'S EXPENSE. z a 0- o O 11. ALL PEDESTRIAN ROUTES, AND SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. THE LONGITUDINAL JOB NUMBER: SLOPE OF PEDESTRIAN ROUTES (EXCLUDING CURB RAMPS) SHALL NOT BE GREATER THAN 5.0% o IDB2355 m MEASURED IN THE DIRECTION OF TRAVEL; THE CROSS SLOPE MEASURED PERPENDICULAR TO THE og DIRECTION OF TRAVEL SHALL NOT BE GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE MAX. � DATE: 6-9-23 LONGITUDINAL SLOPE OR CROSS SLOPES. NON COMPLYING WORK SHALL BE REMOVED AND REPLACED AT SHEET NUMBER: CONTRACTOR'S EXPENSE. w 12. PROVIDE 1-FOOT WIDE FLAT LANDING IN LANDSCAPE AREAS ADJACENT TO ALL SIDEWALKS. GD.0 W QW U