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STANDARD STREET NOTES STANDARD STREET NOTES (continued) 31. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY WELD COUNTY. THE COUNTY RESERVES THE 1. A CONSTRUCTION (STREET CUT) PERMIT FROM WELD COUNTY DEPARTMENT OF PUBLIC WORKS IS REQUIRED PRIOR TO RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO COUNTY STANDARDS COMMENCING WORK WITHIN THE COUNTY RIGHT -OF WAY. AND SPECIFICATIONS. APPLICATION FOR INSPECTION BY THE COUNTY SHALL BE MADE BY THE CONTRACTOR AT LEAST TWENTY -FOUR (24) HOURS BEFORE THE SERVICE THEREOF WILL BE REQUIRED. IF A COUNTY ENGINEERING INSPECTOR IS NOT 2. ANY WORK WITHIN STATE HIGHWAY RIGHT -OF -WAY WILL REQUIRE A CDOT CONSTRUCTION PERMIT IN ADDITION TO A COUNTY AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE PERMITTEE MAY COMMENCE WORK IN PERMIT. THE INSPECTOR'S ABSENCE. HOWEVER, THE COUNTY RESERVES THE RIGHT TO REJECT THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. 3. THE CONTRACTOR SHALL NOTIFY WELD COUNTY DEPARTMENT OF PUBLIC WORKS AT & THE ENGINEERS LEAST 24 HOURS o PRIOR TO STARTING CONSTRUCTION WITHIN THE RIGHT -OF -WAY, AND THE ENGINEER. 32. CONTRACTOR SHALL OBTAIN AT HIS OWN EXPENSE, ALL APPLICABLE SPECIFICATIONS AND PERMITS NECESSARY TO 0 PERFORM THE PROPOSED WORK. 4. THE CONTRACTOR SHALL PROVIDE ALL SIGNS, BARRICADES, FLAG MEN, LIGHTS OR OTHER DEVICES NECESSARY FOR SAFE TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND 33. AS BUILT DRAWINGS, AS REQUIRED IN THE SPECIFICATIONS, ARE TO BE SUBMITTED BY THE CONTRACTOR PRIOR TO AS MODIFIED BY THE COLORADO SUPPLEMENT TO THE MUTCD. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO AND SUBSTANTIAL COMPLETION /CONSTRUCTION ACCEPTANCE OF THE CONSTRUCTION. APPROVED BY WELD COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT FOR WORK WITHIN COUNTY RIGHT -OF -WAY. 34, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING SIGNS, STRUCTURES, FENCES, ETC., ENCOUNTERED ON THE JOB AND RESTORING THEM TO THEIR ORIGINAL CONDITION. 5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CALL 1 -(800) 922 -1987. 35. THE CONTRACTOR IS RESPONSIBLE FOR: 6. CONSTRUCTION SPECIFICATIONS: CURRENT EDITION OF THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD A. NOTIFYING THE COUNTY UTILITY CUSTOMERS OF POTENTIAL SERVICE OUTAGES, AND COORDINATE WITH THE COUNTY FOR SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SHALL BE FOLLOWED. SPECIAL PROVISIONS AND REVISIONS THERETO DETERMINATION OF MINIMUM TIME REQUIREMENT. AND WELD COUNTY DEPARTMENT OF PUBLIC WORKS ENGINEERING CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL BE FOLLOWED. ALL MATERIALS & WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS & SPECIFICATIONS OF B. NOTIFYING THE MOUNTAIN VIEW FIRE PROTECTION DISTRICT OF ALL DUNDEE PLACELOSURES AND EXISTING FIRE HYDRANTS THE APPROPRIATE GOVERNING AGENCIES. TAKEN OUT OF SERVICE, AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 7. THE SUBGRADE MATERIAL SHALL BE SCARIFIED OR REMOVED TO A DEPTH REQUIRED BY WELD COUNTY ACCORDING TO 36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION INFORMATION OBTAINED FROM LABORATORY TESTS AND /OR AS REQUIRED IN THE PAVEMENT DESIGN REPORT. ADDITIVES OR OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER APPROVED MATERIAL MAY BE REQUIRED IF THE NATIVE MATERIAL IS UNSATISFACTORY. THE SUBGRADE SHALL BE WHICH DOES NOT CAUSE FLOODING OF EXISTING STREET NOR EROSION OF ABUTTING PROPERTIES IN ORDER TO CONSTRUCT COMPACTED TO A MINIMUM DENSITY DETERMINED IN ACCORDANCE WITH AASHTO DESIGNATION T180 OR T99 AND IN THE IMPROVEMENTS SHOWN ON THESE PLANS. NO CONCRETE SHALL BE PLACED WHERE GROUNDWATER IS VISIBLE OR UNTIL ACCORDANCE WITH THE STANDARD SPECIFICATIONS SECTION 203.07 (1991 EDITION OR NEWER). THE GROUNDWATER TABLE HAS BEEN LOWERED BELOW THE PROPOSED IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE STABILIZED AS 8. SERVICE TRENCHES AND UTILITY MAIN TRENCHES SHALL BE COMPACTED THROUGHOUT THE DEPTH OF TRENCH AS AGREED UPON BY THE CONTRACTOR, THE COUNTY, AND THE DESIGN ENGINEER AT THE TIME OF THE OCCURRENCE. THE SPECIFIED BY THE GOVERNING AGENCY. EXACT EXTENT OF NEW PAVEMENT TO BE INSTALLED FOR A STREET CUT PATCH CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AND /OR MAINTAIN ALL EXISTING DRAINAGE PATTERNS AT ALL TIMES WITHIN SHALL BE DETERMINED BY THE COUNTY CONSTRUCTION INSPECTOR UPON COMPLETION OF ROADWAY EXCAVATION. NEW THE CONSTRUCTION AREAS. NO PONDING OF WATER SHALL BE ALLOWED. A STATE DEWATERING PERMIT SHALL BE REQUIRED PAVEMENT SHALL CONFORM TO THE SOILS & PAVEMENT REPORT. FOR ANY DEWATERING ACTIVITIES FOR THIS SITE. 9. CLASS 6 AGGREGATE BASE COURSE FOR SHOULDERS SHALL BE PLACED AND COMPACTED TO 100% STANDARD PROCTOR 37. WORK IN PUBLIC STREETS, ONCE BEGUN SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE AFTER PLACEMENT OF ASPHALT. MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. 10. EXISTING ASPHALT PAVEMENT SHALL BE STRAIGHT SAW CUT WHEN ADJOINING WITH NEW ASPHALT PAVEMENT. CSS -1H 38. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE NECESSARY TO COMPLY WITH ANY STATE, TACK COAT SHALL BE APPLIED TO ALL EXPOSED SURFACES, INCLUDING SAW CUTS, POTHOLES, TRENCHES AND ASPHALT COUNTY DUST CONTROL ORDINANCE. CONSTRUCTION VEHICLES SHALL USE TRUCK ROUTES DESIGNATED BY THE COUNTY. OVERLAY. TO LAKE GRADING, SLURRY WALL &NOTES ALL 39. REFER TO THE PRELIMINARY GEOTECHNICAL REPORT BY TERRACON AND THE SUPPLEMENTAL GEOTECHNICAL SLURRY WALL 11, STRUCTURAL SECTIONS SHALL BE AS APPROVED BY WELD COUNTY DEPARTMENT OF PUBLIC WORKS, WITH PAVEMENT CONSTRUCTION REPORT BY TERRACON FOR SITE GRADING AND SOILS GEOTECHNICAL RECOMMENDATIONS. DESIGN IN ACCORDANCE WITH WELD COUNTY DEPARTMENT OF PUBUC WORKS ENGINEERING CONSTRUCTION STANDARDS AND rVISIONS SPECIFICATIONS. GRADING - GENERAL NOTES 12. CONCRETE MAY BE PLACED BY MACHINE METHODS PROVIDED THAT ALL FINISH LINES ARE WITHIN 1/8 "t TOLERANCE OF 1. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMITS AND NOTIFYING THE COUNTY ENGINEER'S OFFICE. A THE LINES SHOWN ON THE PLANS. THE FLOWLINE MUST BE FREE DRAINING. PREGRADE MEETING AT THE SITE IS REQUIRED BEFORE THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, COUNTY ENGINEERING STAFF, AND UTILITY COMPANY 13. ONE HALF (1/2) INCH EXPANSION JOINT MATERIAL SHALL BE INSTALLED WHEN ABUTTING ANY EXISTING CONCRETE OR A REPRESENTATIVES. A 24 -HOUR NOTICE IS REQUIRED. FIXED STRUCTURE. 1ST SUBMITTAL TO WELD COUNTY PUBLIC WORKS 2. A NATIONAL POLLUTANT DISCHARGE PERMIT (NPDES) WILL BE REQUIRED FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH 14. SIDEWALKS AND DRIVEWAYS SHALL HAVE THE NAME OF THE CONTRACTOR AND THE YEAR OF AND CONSTRUCTION AND ENVIRONMENT (CDPHE), WATER QUALITY DIVISION. PROOF OF COMPLIANCE MUST BE PRESENTED TO THE COUNTY PRIOR TO MPRESSED THEREIN USING BLOCK LETTERS NOT LESS THAN (1) INCH HIGH AND THREE- EIGHTHS (3/8) INCH DEEP IN EACH COMMENCEMENT OF WORK. DRIVEWAY AND EACH END OF CONSTRUCTION, OR A MINIMUM OF EVERY 150 LINEAR FEET OF SIDEWALK. 3. ALL SITE GRADING (EXCAVATION, EMBANKMENT, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST 15. A REFLECTIVE COUNTY OF WELD COUNTY LOGO SHALL BE ADDED TO EACH STREET SIGN. STREET NAME SIGN PLATES SOILS INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE COUNTY "STANDARDS AND SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ", COORDINATE WITH COUNTY OF WELD COUNTY TRAFFIC ENGINEERING AT (303) 289 -8170. SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS LATEST EDITION. 16. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE 4. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER, ALL WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH TEST RESULT SHALL BE SUBMITTED TO THE COUNTY ENGINEERING STAFF. MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR 5. CONTOURS AND SPOT ELEVATIONS SHOWN ARE ONLY CONTROLS AND THE PROFILES THEY FORM SHALL BE SMOOTH AND PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL CONTINUOUS. ABUSE OR NEGLECT EXCEPTED. PRIOR TO INITIAL ACCEPTANCE OF PUBLIC IMPROVEMENTS, THE COUNTY MAY REQUIRE THE APPLICANT OR HIS CONTRACTOR TO FILE A MAINTENANCE BOND WITH THE COUNTY IN THE AMOUNT OF TEN (15) PERCENT OF 6. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY THE ESTIMATED COST OF CONSTRUCTION OR AN AMOUNT ADEQUATE TO ENSURE THE SATISFACTORY MAINTENANCE AND REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION CONDITION OF THE REQUIRED PUBLIC IMPROVEMENTS FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF THEIR FINAL AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID ANY ACCEPTANCE AND DEDICATION TO THE COUNTY. DAMAGE TO EXISTING FOLIAGE THAT LIES IN THE PROJECT AREA UNLESS DESIGNATED FOR REMOVAL AND SHALL BE LIABLE FOR SUCH DAMAGE AT HIS /HER EXPENSE. 17. NO PORTION OF ANY STREET SHALL BE PAVED WITH THE FINAL LIFT OF ASPHALT UNTIL ALL UTILITIES HAVE BEEN RELOCATED, INSTALLED OR STUBBED TO THE BACK OF SIDEWALK. 7. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGATATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. 18. ANGLE POINTS IN THE CURB & GUTTER AND ALL POINTS OF GRADE CHANGE NOT WITHIN A VERTICAL CURVE SHALL BE ROUNDED IN THE FIELD TO PRODUCE A SMOOTH GRADUAL CURVE FOR PROPER APPEARANCE, 8. TEMPORARY VEGETATION SHALL BE INSTALLED ON ALL DISTURBED AREAS WHERE PERMANENT SURFACE IMPROVEMENTS ARE NOT SCHEDULED FOR IMMEDIATE INSTALLATION. SEEDING WILL BE DONE ACROSS THE SLOPE FOLLOWING THE CONTOURS. VEGETATION 19. SURVEY MONUMENTS. THE STANDARD SURVEY MONUMENT SHOWN IN DESIGN STANDARD DETAIL N0.300 -22 WILL BE SHALL BE A VIGOROUS, DROUGHT TOLERANT NATIVE SPECIES MIX. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE OF SPRING OR INSTALLED AT ALL STREET CENTERLINE INTERSECTIONS, THE CENTER OF RADIUS FOR CUL -DE -SACS, AND AT THE END OF FALL PLANTING SEASONS FOR NATURAL GERMINATION. SEEDED AREAS SHALL BE IRRIGATED, IF CONDITIONS SO MERIT. DEAD END STREETS. ALL MONUMENTS SHALL BE SET WITHIN SIXTY (60) DAYS OF COMPLETION OF THE STREETS. IF THIS IS NOT DONE THE COUNTY WILL CONTRACT THE WORK TO A REGISTERED LAND SURVEYOR AND TAKE THE COLLATERAL TO THIE 9. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND /OR WATERED TO PREVENT WIND- CAUSED EROSION. EARTHWORK AMOUNT OF COSTS PLUS ADMINISTRATION. SURVEY MONUMENTS FOR SUBDIVISION BOUNDARIES SHALL CONFORM TO OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS REQUIREMENTS BY COLORADO STATE LAW. COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER /DEVELOPER SHALL BE MADE WITHOUT THE APPROVAL OF BOTH THE COUNTY ENGINEER AND THE IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. 20. NO REVISIONS TO THESE PLANS SHALL ENGINEER OF RECORD. ANY REVISIONS OR CHANGES THERETO SHALL BE APPROVED BY THE COUNTY ENGINEER PRIOR TO 10. TEMPORARY SILT FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS AS SHOWN ON THE ANY REQUESTS FOR INSPECTION. APPROVED EROSION CONTROL PLAN. IN ADDITION, THE COUNTY MAY REQUIRE AN ADDITIONAL TEMPORARY SILT FENCE, IF FIELD CONDITIONS SO MERIT THEM. 21. BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE STAMPED "P 329 1951" AT NORTHEAST CORNER OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND 3 FEET EAST OF POWER POLE. 11. THE OWNER /DEVELOPER SHALL PROVIDE ANY ADDITIONAL DUST ABATEMENT AND EROSION CONTROL MEASURES DEEMED ELEVATION = 4953.57 NAVD88. NECESSARY BY THE COUNTY, SHOULD CONDITIONS MERIT THEM. 22. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 12. DURING CONSTRUCTION THE FILL AREAS WILL BE WETTED FOR COMPACTION AND THE HAUL ROUTES AND CUT AREAS WILL BE DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS MAINTAINED WITH WATER TO REDUCE WIND EROSION. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER, AND WELD COUNTY HARMLESS FROM ANY AND ALL 13. FILL SLOPES SHALL BE COMPACTED BY MEANS OF SHEEPSFOOT COMPACTOR OR OTHER SUITABLE EQUIPMENT. COMPACTING LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY SHALL CONTINUE UNTIL SLOPES ARE STABLE AND THERE IS NOT AN APPRECIABLE AMOUNT OF LOOSE SOIL ON THE SLOPES. ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR COUNTY OF WELD COUNTY. TO COORDINATE ALL NECESSARY UTILITY RELOCATION'S WITH THE 14. TEMPORARY CUT /FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 2:1(2H: 1V). PERMANENT SLOPES SHALL NOT EXCEED 4:1 23. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (4H: 1V) IN AREAS TO BE SEEDED OR SODDED. APPROPRIATE UTILITY COMPANY. MANHOLES, VALVE COVERS AND SURVEY MONUMENT COVERS TO FINISH GRADE. 15. DEPTH OF MOISTURE- DENSITY CONTROL SHALL BE FULL DEPTH ON ALL EMBANKMENT AND 6- INCHES ON THE BASE OF CUTS 24. ADJUST RIM OF ALI- CLEAN -OUTS, AND FILLS. 25. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY ADJACENT TO THE WORK 16. OUTLET SIDES OF ALL PIPES SHALL BE GRADED TO DRAIN AND SHALL HAVE SUFFICIENT EROSION PROTECTION. THROUGHOUT PERIOD OF CONSTRUCTION. THE DESIGN ENGINEER OF ANY PROBLEM IN CONFORMING TO 17. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE COUNTY ENGINEERING STAFF WHEN THE GRADING OPERATION IS READY FOR 26. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY EACH OF THE FOLLOWING INSPECTIONS: THE APPROVED LINE AND GRADE FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. A. INITIAL INSPECTION WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT NOT LESS THAN TWO DAYS BEFORE ANY GRADING OR 27. IT SHALL BE THE ENGINEER'S RESPONSIBILITY TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS 0R GRUBBING IS STARTED. DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, IN THE OPINION OF THE INSPECTOR PROPOSED ALTERATIONS TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO B. COUNTY INSPECTION AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE ENGINEER- OF -WORiK FILL IS PLACED. SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO WELD COUNTY FOR APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. C. EXCAVATION INSPECTION AFTER THE EXCAVATION IS STARTED BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS 28. LOCATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM THE RECORDS OF THE CONTROLLING AGENCIES. NO TEN (10) FEET. RESPONSIBILITY FOR THEIR ACCURACY IS ASSUMED BY THE ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE D. FILL INSPECTION AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE FILL EXCEEDS TEN (10) FEET. CONTRACTOR TO VERIFY THE EXISTENCE AND /OR LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMIENT OF CONSTRUCTION. E. DRAINAGE DEVICE INSPECTION AFTER FORMING OF TERRACE DRAINS, DOWNDRAINS, OR AFTER PLACEMENT OF PIPE BUT BEFORE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO ADJACENT PROPERTY AND ANY DAMAGE THAN ANY CONCRETE OR FILL MATERIAL IS PLACED. 29. THE CONTRACTOR MAY OCCUR FROM STORM WATER RUN -OFF AND /OR DEPOSITION OF DEBRIS RESULTING FROM ANY & ALL WORK. NO PERSON F. FINAL INSPECTION WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND OTHER PROTECTIVE DEVICES SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER ANY ADJOINING IMPROVEMENTS, SIDEWALK, HAS BEEN COMPLETED AND THE AS- GRADED PLAN, PROFESSIONAL VERIFICATIONS AND REQUIRED REPORTS HAVE BEEN SUBMITTED. ALLEY OR UTILITY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING OR OTHER DAMAGE THAT MIGHT RESULT FROM THE WORK PRESCRIBED ON THIS PLAN. THE LOCAL AGENCY WILL HOLD THE CONTRACTOR RESPONSIBLE F(OR 18. SOILS IN THE AREA OF THE PROPOSED STRUCTURE SHALL BE CUT TO THE PROPOSED GRADE, AND THE SURFACE SHALL BE CORRECTION OF DAMAGE TO ADJACENT PROPERTY, PUBLIC OR PRIVATE. SCARIFIED TO A MINIMUM DEPTH OF 1.0 FOOT, MOISTURE CONDITIONED AND PROOF ROLLED TO A MINIMUM OF 95% RELATIVE COMPACTION, UNLESS OTHERWISE PROVIDED FOR IN THE SOILS REPORT. 30. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE COUNTY ENGINEERING STAFF. THE COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORIM TO 19 AREAS OF CONTINUOUS FOOTINGS SHALL BE UNDERCUT AND COMPACTED TO 95% RELATIVE COMPACTION AT A DEPTH EQUAL COUNTY STANDARDS AND SPECIFICATIONS. APPLICATION FOR INSPECTION BY THE COUNTY SHALL BE MADE BY THE TO THE WIDTH OF THE FOOTING, UNLESS OTHERWISE PROVIDED FOR IN THE SOILS REPORT. CONTRACTOR AT LEAST TWENTY -FOUR (24) HOURS BEFORE THE SERVICE THEREOF WILL BE REQUIRED. IF A COUNTY ENGINEERING INSPECTOR IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE 20. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ARCHITECT, OWNER AND THE WORK IN THE INSPECTOR'S ABSENCE. HOWEVER, THE COUNTY RESERVES THE RIGHT TO REJECT COUNTY WITH CERTIFICATES FROM THE LICENSED SURVEYOR AND CIVIL ENGINEER CONFIRMING THAT BUILDING PAD SUBGRADES ARE PERMITTEE MAY COMMENCE THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. WITHIN 0.10 -FEET OF THE APPROVED PLANS AND PROPER COMPACTION AND PREPARATION HAD BEEN OBTAINED. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING DEPARTMENT. 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