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STANDARD STREET NOTES <br />STANDARD STREET NOTES (continued) <br />31. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY WELD COUNTY. THE COUNTY RESERVES THE <br />1. A CONSTRUCTION (STREET CUT) PERMIT FROM WELD COUNTY DEPARTMENT OF PUBLIC WORKS IS REQUIRED PRIOR TO <br />RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO COUNTY STANDARDS <br />COMMENCING WORK WITHIN THE COUNTY RIGHT -OF WAY. <br />AND SPECIFICATIONS. APPLICATION FOR INSPECTION BY THE COUNTY SHALL BE MADE BY THE CONTRACTOR AT LEAST <br />TWENTY -FOUR (24) HOURS BEFORE THE SERVICE THEREOF WILL BE REQUIRED. IF A COUNTY ENGINEERING INSPECTOR IS NOT <br />2. ANY WORK WITHIN STATE HIGHWAY RIGHT -OF -WAY WILL REQUIRE A CDOT CONSTRUCTION PERMIT IN ADDITION TO A COUNTY <br />AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE PERMITTEE MAY COMMENCE WORK IN <br />PERMIT. <br />THE INSPECTOR'S ABSENCE. HOWEVER, THE COUNTY RESERVES THE RIGHT TO REJECT THE IMPROVEMENT IF SUBSEQUENT <br />TESTING REVEALS AN IMPROPER INSTALLATION. <br />3. THE CONTRACTOR SHALL NOTIFY WELD COUNTY DEPARTMENT OF PUBLIC WORKS AT & THE ENGINEERS LEAST 24 HOURS <br />o <br />PRIOR TO STARTING CONSTRUCTION WITHIN THE RIGHT -OF -WAY, AND THE ENGINEER. <br />32. CONTRACTOR SHALL OBTAIN AT HIS OWN EXPENSE, ALL APPLICABLE SPECIFICATIONS AND PERMITS NECESSARY TO <br />0 <br />PERFORM THE PROPOSED WORK. <br />4. THE CONTRACTOR SHALL PROVIDE ALL SIGNS, BARRICADES, FLAG MEN, LIGHTS OR OTHER DEVICES NECESSARY FOR SAFE <br />TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND <br />33. AS BUILT DRAWINGS, AS REQUIRED IN THE SPECIFICATIONS, ARE TO BE SUBMITTED BY THE CONTRACTOR PRIOR TO <br />AS MODIFIED BY THE COLORADO SUPPLEMENT TO THE MUTCD. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO AND <br />SUBSTANTIAL COMPLETION /CONSTRUCTION ACCEPTANCE OF THE CONSTRUCTION. <br />APPROVED BY WELD COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMIT FOR <br />WORK WITHIN COUNTY RIGHT -OF -WAY. <br />34, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ANY EXISTING SIGNS, STRUCTURES, FENCES, <br />ETC., ENCOUNTERED ON THE JOB AND RESTORING THEM TO THEIR ORIGINAL CONDITION. <br />5. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT LEAST 48 HOURS PRIOR TO <br />CONSTRUCTION. CALL 1 -(800) 922 -1987. <br />35. THE CONTRACTOR IS RESPONSIBLE FOR: <br />6. CONSTRUCTION SPECIFICATIONS: CURRENT EDITION OF THE COLORADO DEPARTMENT OF TRANSPORTATION STANDARD <br />A. NOTIFYING THE COUNTY UTILITY CUSTOMERS OF POTENTIAL SERVICE OUTAGES, AND COORDINATE WITH THE COUNTY FOR <br />SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SHALL BE FOLLOWED. SPECIAL PROVISIONS AND REVISIONS THERETO <br />DETERMINATION OF MINIMUM TIME REQUIREMENT. <br />AND WELD COUNTY DEPARTMENT OF PUBLIC WORKS ENGINEERING CONSTRUCTION STANDARDS AND SPECIFICATIONS SHALL BE <br />FOLLOWED. ALL MATERIALS & WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS & SPECIFICATIONS OF <br />B. NOTIFYING THE MOUNTAIN VIEW FIRE PROTECTION DISTRICT OF ALL DUNDEE PLACELOSURES AND EXISTING FIRE HYDRANTS <br />THE APPROPRIATE GOVERNING AGENCIES. <br />TAKEN OUT OF SERVICE, AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. <br />7. THE SUBGRADE MATERIAL SHALL BE SCARIFIED OR REMOVED TO A DEPTH REQUIRED BY WELD COUNTY ACCORDING TO <br />36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION <br />INFORMATION OBTAINED FROM LABORATORY TESTS AND /OR AS REQUIRED IN THE PAVEMENT DESIGN REPORT. ADDITIVES OR <br />OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER <br />APPROVED MATERIAL MAY BE REQUIRED IF THE NATIVE MATERIAL IS UNSATISFACTORY. THE SUBGRADE SHALL BE <br />WHICH DOES NOT CAUSE FLOODING OF EXISTING STREET NOR EROSION OF ABUTTING PROPERTIES IN ORDER TO CONSTRUCT <br />COMPACTED TO A MINIMUM DENSITY DETERMINED IN ACCORDANCE WITH AASHTO DESIGNATION T180 OR T99 AND IN <br />THE IMPROVEMENTS SHOWN ON THESE PLANS. NO CONCRETE SHALL BE PLACED WHERE GROUNDWATER IS VISIBLE OR UNTIL <br />ACCORDANCE WITH THE STANDARD SPECIFICATIONS SECTION 203.07 (1991 EDITION OR NEWER). <br />THE GROUNDWATER TABLE HAS BEEN LOWERED BELOW THE PROPOSED IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT <br />OF GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE STABILIZED AS <br />8. SERVICE TRENCHES AND UTILITY MAIN TRENCHES SHALL BE COMPACTED THROUGHOUT THE DEPTH OF TRENCH AS <br />AGREED UPON BY THE CONTRACTOR, THE COUNTY, AND THE DESIGN ENGINEER AT THE TIME OF THE OCCURRENCE. THE <br />SPECIFIED BY THE GOVERNING AGENCY. EXACT EXTENT OF NEW PAVEMENT TO BE INSTALLED FOR A STREET CUT PATCH <br />CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AND /OR MAINTAIN ALL EXISTING DRAINAGE PATTERNS AT ALL TIMES WITHIN <br />SHALL BE DETERMINED BY THE COUNTY CONSTRUCTION INSPECTOR UPON COMPLETION OF ROADWAY EXCAVATION. NEW <br />THE CONSTRUCTION AREAS. NO PONDING OF WATER SHALL BE ALLOWED. A STATE DEWATERING PERMIT SHALL BE REQUIRED <br />PAVEMENT SHALL CONFORM TO THE SOILS & PAVEMENT REPORT. <br />FOR ANY DEWATERING ACTIVITIES FOR THIS SITE. <br />9. CLASS 6 AGGREGATE BASE COURSE FOR SHOULDERS SHALL BE PLACED AND COMPACTED TO 100% STANDARD PROCTOR <br />37. WORK IN PUBLIC STREETS, ONCE BEGUN SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE <br />AFTER PLACEMENT OF ASPHALT. <br />MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC. <br />10. EXISTING ASPHALT PAVEMENT SHALL BE STRAIGHT SAW CUT WHEN ADJOINING WITH NEW ASPHALT PAVEMENT. CSS -1H <br />38. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY MEASURE NECESSARY TO COMPLY WITH ANY STATE, <br />TACK COAT SHALL BE APPLIED TO ALL EXPOSED SURFACES, INCLUDING SAW CUTS, POTHOLES, TRENCHES AND ASPHALT <br />COUNTY DUST CONTROL ORDINANCE. CONSTRUCTION VEHICLES SHALL USE TRUCK ROUTES DESIGNATED BY THE COUNTY. <br />OVERLAY. <br />TO LAKE GRADING, SLURRY WALL &NOTES <br />ALL <br />39. REFER TO THE PRELIMINARY GEOTECHNICAL REPORT BY TERRACON AND THE SUPPLEMENTAL GEOTECHNICAL SLURRY WALL <br />11, STRUCTURAL SECTIONS SHALL BE AS APPROVED BY WELD COUNTY DEPARTMENT OF PUBLIC WORKS, WITH PAVEMENT <br />CONSTRUCTION REPORT BY TERRACON FOR SITE GRADING AND SOILS GEOTECHNICAL RECOMMENDATIONS. <br />DESIGN IN ACCORDANCE WITH WELD COUNTY DEPARTMENT OF PUBUC WORKS ENGINEERING CONSTRUCTION STANDARDS AND <br />rVISIONS <br />SPECIFICATIONS. <br />GRADING - GENERAL NOTES <br />12. CONCRETE MAY BE PLACED BY MACHINE METHODS PROVIDED THAT ALL FINISH LINES ARE WITHIN 1/8 "t TOLERANCE OF <br />1. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMITS AND NOTIFYING THE COUNTY ENGINEER'S OFFICE. A <br />THE LINES SHOWN ON THE PLANS. THE FLOWLINE MUST BE FREE DRAINING. <br />PREGRADE MEETING AT THE SITE IS REQUIRED BEFORE THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, <br />GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, COUNTY ENGINEERING STAFF, AND UTILITY COMPANY <br />13. ONE HALF (1/2) INCH EXPANSION JOINT MATERIAL SHALL BE INSTALLED WHEN ABUTTING ANY EXISTING CONCRETE OR A <br />REPRESENTATIVES. A 24 -HOUR NOTICE IS REQUIRED. <br />FIXED STRUCTURE. <br />1ST SUBMITTAL TO WELD COUNTY PUBLIC WORKS <br />2. A NATIONAL POLLUTANT DISCHARGE PERMIT (NPDES) WILL BE REQUIRED FROM THE COLORADO DEPARTMENT OF PUBLIC HEALTH <br />14. SIDEWALKS AND DRIVEWAYS SHALL HAVE THE NAME OF THE CONTRACTOR AND THE YEAR OF AND CONSTRUCTION <br />AND ENVIRONMENT (CDPHE), WATER QUALITY DIVISION. PROOF OF COMPLIANCE MUST BE PRESENTED TO THE COUNTY PRIOR TO <br />MPRESSED THEREIN USING BLOCK LETTERS NOT LESS THAN (1) INCH HIGH AND THREE- EIGHTHS (3/8) INCH DEEP IN EACH <br />COMMENCEMENT OF WORK. <br />DRIVEWAY AND EACH END OF CONSTRUCTION, OR A MINIMUM OF EVERY 150 LINEAR FEET OF SIDEWALK. <br />3. ALL SITE GRADING (EXCAVATION, EMBANKMENT, AND COMPACTION) SHALL CONFORM TO THE RECOMMENDATIONS OF THE LATEST <br />15. A REFLECTIVE COUNTY OF WELD COUNTY LOGO SHALL BE ADDED TO EACH STREET SIGN. STREET NAME SIGN PLATES <br />SOILS INVESTIGATION FOR THIS PROPERTY AND SHALL FURTHER BE IN CONFORMANCE WITH THE COUNTY "STANDARDS AND <br />SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. <br />", <br />COORDINATE WITH COUNTY OF WELD COUNTY TRAFFIC ENGINEERING AT (303) 289 -8170. <br />SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS LATEST EDITION. <br />16. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE <br />4. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER, ALL <br />WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH <br />TEST RESULT SHALL BE SUBMITTED TO THE COUNTY ENGINEERING STAFF. <br />MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR <br />5. CONTOURS AND SPOT ELEVATIONS SHOWN ARE ONLY CONTROLS AND THE PROFILES THEY FORM SHALL BE SMOOTH AND <br />PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL <br />CONTINUOUS. <br />ABUSE OR NEGLECT EXCEPTED. PRIOR TO INITIAL ACCEPTANCE OF PUBLIC IMPROVEMENTS, THE COUNTY MAY REQUIRE THE <br />APPLICANT OR HIS CONTRACTOR TO FILE A MAINTENANCE BOND WITH THE COUNTY IN THE AMOUNT OF TEN (15) PERCENT OF <br />6. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL TO EROSION BY <br />THE ESTIMATED COST OF CONSTRUCTION OR AN AMOUNT ADEQUATE TO ENSURE THE SATISFACTORY MAINTENANCE AND <br />REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATION <br />CONDITION OF THE REQUIRED PUBLIC IMPROVEMENTS FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF THEIR FINAL <br />AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID ANY <br />ACCEPTANCE AND DEDICATION TO THE COUNTY. <br />DAMAGE TO EXISTING FOLIAGE THAT LIES IN THE PROJECT AREA UNLESS DESIGNATED FOR REMOVAL AND SHALL BE LIABLE FOR <br />SUCH DAMAGE AT HIS /HER EXPENSE. <br />17. NO PORTION OF ANY STREET SHALL BE PAVED WITH THE FINAL LIFT OF ASPHALT UNTIL ALL UTILITIES HAVE BEEN <br />RELOCATED, INSTALLED OR STUBBED TO THE BACK OF SIDEWALK. <br />7. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGATATED. ANY <br />AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS. <br />18. ANGLE POINTS IN THE CURB & GUTTER AND ALL POINTS OF GRADE CHANGE NOT WITHIN A VERTICAL CURVE SHALL BE <br />ROUNDED IN THE FIELD TO PRODUCE A SMOOTH GRADUAL CURVE FOR PROPER APPEARANCE, <br />8. TEMPORARY VEGETATION SHALL BE INSTALLED ON ALL DISTURBED AREAS WHERE PERMANENT SURFACE IMPROVEMENTS ARE NOT <br />SCHEDULED FOR IMMEDIATE INSTALLATION. SEEDING WILL BE DONE ACROSS THE SLOPE FOLLOWING THE CONTOURS. VEGETATION <br />19. SURVEY MONUMENTS. THE STANDARD SURVEY MONUMENT SHOWN IN DESIGN STANDARD DETAIL N0.300 -22 WILL BE <br />SHALL BE A VIGOROUS, DROUGHT TOLERANT NATIVE SPECIES MIX. PROJECT SCHEDULING SHOULD TAKE ADVANTAGE OF SPRING OR <br />INSTALLED AT ALL STREET CENTERLINE INTERSECTIONS, THE CENTER OF RADIUS FOR CUL -DE -SACS, AND AT THE END OF <br />FALL PLANTING SEASONS FOR NATURAL GERMINATION. SEEDED AREAS SHALL BE IRRIGATED, IF CONDITIONS SO MERIT. <br />DEAD END STREETS. ALL MONUMENTS SHALL BE SET WITHIN SIXTY (60) DAYS OF COMPLETION OF THE STREETS. IF THIS IS <br />NOT DONE THE COUNTY WILL CONTRACT THE WORK TO A REGISTERED LAND SURVEYOR AND TAKE THE COLLATERAL TO THIE <br />9. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND /OR WATERED TO PREVENT WIND- CAUSED EROSION. EARTHWORK <br />AMOUNT OF COSTS PLUS ADMINISTRATION. SURVEY MONUMENTS FOR SUBDIVISION BOUNDARIES SHALL CONFORM TO <br />OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS <br />REQUIREMENTS BY COLORADO STATE LAW. <br />COMPLETE OR DISCONTINUED AND DUST FROM THE SITE CONTINUES TO CREATE PROBLEMS, THE OWNER /DEVELOPER SHALL <br />BE MADE WITHOUT THE APPROVAL OF BOTH THE COUNTY ENGINEER AND THE <br />IMMEDIATELY INSTITUTE MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY. <br />20. NO REVISIONS TO THESE PLANS SHALL <br />ENGINEER OF RECORD. ANY REVISIONS OR CHANGES THERETO SHALL BE APPROVED BY THE COUNTY ENGINEER PRIOR TO <br />10. TEMPORARY SILT FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS AS SHOWN ON THE <br />ANY REQUESTS FOR INSPECTION. <br />APPROVED EROSION CONTROL PLAN. IN ADDITION, THE COUNTY MAY REQUIRE AN ADDITIONAL TEMPORARY SILT FENCE, IF FIELD <br />CONDITIONS SO MERIT THEM. <br />21. BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE STAMPED "P 329 1951" AT NORTHEAST CORNER OF HIGHWAY 66 AND <br />WELD COUNTY ROAD 11, 34 FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND 3 FEET EAST OF POWER POLE. <br />11. THE OWNER /DEVELOPER SHALL PROVIDE ANY ADDITIONAL DUST ABATEMENT AND EROSION CONTROL MEASURES DEEMED <br />ELEVATION = 4953.57 NAVD88. <br />NECESSARY BY THE COUNTY, SHOULD CONDITIONS MERIT THEM. <br />22. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS <br />12. DURING CONSTRUCTION THE FILL AREAS WILL BE WETTED FOR COMPACTION AND THE HAUL ROUTES AND CUT AREAS WILL BE <br />DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS <br />MAINTAINED WITH WATER TO REDUCE WIND EROSION. <br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR <br />SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER, AND WELD COUNTY HARMLESS FROM ANY AND ALL <br />13. FILL SLOPES SHALL BE COMPACTED BY MEANS OF SHEEPSFOOT COMPACTOR OR OTHER SUITABLE EQUIPMENT. COMPACTING <br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY <br />SHALL CONTINUE UNTIL SLOPES ARE STABLE AND THERE IS NOT AN APPRECIABLE AMOUNT OF LOOSE SOIL ON THE SLOPES. <br />ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR COUNTY OF WELD COUNTY. <br />TO COORDINATE ALL NECESSARY UTILITY RELOCATION'S WITH THE <br />14. TEMPORARY CUT /FILL SLOPES SHALL NOT EXCEED A STEEPNESS OF 2:1(2H: 1V). PERMANENT SLOPES SHALL NOT EXCEED 4:1 <br />23. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR <br />(4H: 1V) IN AREAS TO BE SEEDED OR SODDED. <br />APPROPRIATE UTILITY COMPANY. <br />MANHOLES, VALVE COVERS AND SURVEY MONUMENT COVERS TO FINISH GRADE. <br />15. DEPTH OF MOISTURE- DENSITY CONTROL SHALL BE FULL DEPTH ON ALL EMBANKMENT AND 6- INCHES ON THE BASE OF CUTS <br />24. ADJUST RIM OF ALI- CLEAN -OUTS, <br />AND FILLS. <br />25. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY ADJACENT TO THE WORK <br />16. OUTLET SIDES OF ALL PIPES SHALL BE GRADED TO DRAIN AND SHALL HAVE SUFFICIENT EROSION PROTECTION. <br />THROUGHOUT PERIOD OF CONSTRUCTION. <br />THE DESIGN ENGINEER OF ANY PROBLEM IN CONFORMING TO <br />17. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE COUNTY ENGINEERING STAFF WHEN THE GRADING OPERATION IS READY FOR <br />26. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY <br />EACH OF THE FOLLOWING INSPECTIONS: <br />THE APPROVED LINE AND GRADE FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. <br />A. INITIAL INSPECTION WHEN THE PERMITTEE IS READY TO BEGIN WORK, BUT NOT LESS THAN TWO DAYS BEFORE ANY GRADING OR <br />27. IT SHALL BE THE ENGINEER'S RESPONSIBILITY TO RESOLVE CONSTRUCTION PROBLEMS DUE TO CHANGED CONDITIONS 0R <br />GRUBBING IS STARTED. <br />DESIGN ERRORS ENCOUNTERED BY THE CONTRACTOR DURING THE PROGRESS OF ANY PORTION OF THE PROPOSED WORK. IF, <br />IN THE OPINION OF THE INSPECTOR PROPOSED ALTERATIONS TO THE APPROVED PLANS INVOLVE SIGNIFICANT CHANGES TO <br />B. COUNTY INSPECTION AFTER THE NATURAL GROUND OR BEDROCK IS EXPOSED AND PREPARED TO RECEIVE FILL, BUT BEFORE <br />THE CHARACTER OF THE WORK OR TO FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS, THE ENGINEER- OF -WORiK <br />FILL IS PLACED. <br />SHALL BE RESPONSIBLE FOR SUBMITTING REVISED PLANS TO WELD COUNTY FOR APPROVAL PRIOR TO ANY FURTHER <br />CONSTRUCTION RELATED TO THAT PORTION OF THE WORK. <br />C. EXCAVATION INSPECTION AFTER THE EXCAVATION IS STARTED BUT BEFORE THE VERTICAL DEPTH OF THE EXCAVATION EXCEEDS <br />28. LOCATIONS OF UNDERGROUND UTILITIES WERE TAKEN FROM THE RECORDS OF THE CONTROLLING AGENCIES. NO <br />TEN (10) FEET. <br />RESPONSIBILITY FOR THEIR ACCURACY IS ASSUMED BY THE ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE <br />D. FILL INSPECTION AFTER THE FILL PLACEMENT IS STARTED, BUT BEFORE THE FILL EXCEEDS TEN (10) FEET. <br />CONTRACTOR TO VERIFY THE EXISTENCE AND /OR LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMIENT <br />OF CONSTRUCTION. <br />E. DRAINAGE DEVICE INSPECTION AFTER FORMING OF TERRACE DRAINS, DOWNDRAINS, OR AFTER PLACEMENT OF PIPE BUT BEFORE <br />IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO ADJACENT PROPERTY AND ANY DAMAGE THAN <br />ANY CONCRETE OR FILL MATERIAL IS PLACED. <br />29. THE CONTRACTOR <br />MAY OCCUR FROM STORM WATER RUN -OFF AND /OR DEPOSITION OF DEBRIS RESULTING FROM ANY & ALL WORK. NO PERSON <br />F. FINAL INSPECTION WHEN ALL WORK INCLUDING INSTALLATION OF ALL DRAINAGE STRUCTURES AND OTHER PROTECTIVE DEVICES <br />SHALL EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER ANY ADJOINING IMPROVEMENTS, SIDEWALK, <br />HAS BEEN COMPLETED AND THE AS- GRADED PLAN, PROFESSIONAL VERIFICATIONS AND REQUIRED REPORTS HAVE BEEN SUBMITTED. <br />ALLEY OR UTILITY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING OR OTHER DAMAGE THAT MIGHT <br />RESULT FROM THE WORK PRESCRIBED ON THIS PLAN. THE LOCAL AGENCY WILL HOLD THE CONTRACTOR RESPONSIBLE F(OR <br />18. SOILS IN THE AREA OF THE PROPOSED STRUCTURE SHALL BE CUT TO THE PROPOSED GRADE, AND THE SURFACE SHALL BE <br />CORRECTION OF DAMAGE TO ADJACENT PROPERTY, PUBLIC OR PRIVATE. <br />SCARIFIED TO A MINIMUM DEPTH OF 1.0 FOOT, MOISTURE CONDITIONED AND PROOF ROLLED TO A MINIMUM OF 95% RELATIVE <br />COMPACTION, UNLESS OTHERWISE PROVIDED FOR IN THE SOILS REPORT. <br />30. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE COUNTY ENGINEERING STAFF. THE <br />COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORIM TO <br />19 AREAS OF CONTINUOUS FOOTINGS SHALL BE UNDERCUT AND COMPACTED TO 95% RELATIVE COMPACTION AT A DEPTH EQUAL <br />COUNTY STANDARDS AND SPECIFICATIONS. APPLICATION FOR INSPECTION BY THE COUNTY SHALL BE MADE BY THE <br />TO THE WIDTH OF THE FOOTING, UNLESS OTHERWISE PROVIDED FOR IN THE SOILS REPORT. <br />CONTRACTOR AT LEAST TWENTY -FOUR (24) HOURS BEFORE THE SERVICE THEREOF WILL BE REQUIRED. IF A COUNTY <br />ENGINEERING INSPECTOR IS NOT AVAILABLE AFTER PROPER NOTICE OF CONSTRUCTION ACTIVITY HAS BEEN PROVIDED, THE <br />20. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE ARCHITECT, OWNER AND THE <br />WORK IN THE INSPECTOR'S ABSENCE. HOWEVER, THE COUNTY RESERVES THE RIGHT TO REJECT <br />COUNTY WITH CERTIFICATES FROM THE LICENSED SURVEYOR AND CIVIL ENGINEER CONFIRMING THAT BUILDING PAD SUBGRADES ARE <br />PERMITTEE MAY COMMENCE <br />THE IMPROVEMENT IF SUBSEQUENT TESTING REVEALS AN IMPROPER INSTALLATION. <br />WITHIN 0.10 -FEET OF THE APPROVED PLANS AND PROPER COMPACTION AND PREPARATION HAD BEEN OBTAINED. CERTIFICATES <br />OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING DEPARTMENT. <br />MASTER REVISION / TRACKING TABULATION <br />Number Date Description Sheets Revised <br />gU <br />LLZ <br />a� <br />rz <br />ma <br />oa <br />o� <br />oa <br />4 V <br />ic Xi <br />C> ffu9 <br />t� mO ,�8 <br />OMP mN� <br />.6 <br />Q �5 ❑ ❑ ❑ ❑ <br />35 0-!2m <br />jtJ <br />9 <br />00 <br />z <br />ry <br />0 <br />o <br />V) <br />Z <br />0 <br />a <br />F-- <br />s Z <br />r O <br />v � <br />Q <br />T � <br />Co CO <br />Q <br />m <br />� O <br />o z a�i <br />° 1 <br />U <br />Q t <br />H <br />0 <br />z <br />O <br />U) <br />w <br />o- <br />C cr <br />o LU s <br />6 1- m <br />`> to <br />v Q v <br />w °- <br />w <br />6 to N <br />z ° <br />OUI � <br />n, o <br />a� LO <br />0)- <br />CO Q) <br />'0 �00 <br />JAN <br />:o <br />dam <br />�2?o <br />�(D M <br />C -0 <br />o. °_ -°0 <br />C C 0 (V <br />O w:DUO <br />�0 <br />L °oo m <br />0) <br />CU (n 3 <br />� mm <br />U o�roo <br />m�Jm <br />/I\ <br />L4 <br />0 <br />V) <br />Z <br />F-- <br />Z <br />LiJ <br />V) <br />- <br />LL_ <br />> LL I <br />Y0 <br />_j <br />z <br />O <br />Z <br />J <br />W <br />Confidental ?: <br />- Permit #__ - Type- Saq.____ - <br />Class <br />From <br />Doc, Name _ -� - = -- <br />Doc Date (it no dale stamp) _ _ - -- =- <br />Specialist.__ - - -- <br />Q LL.I <br />w <br />ch Q <br />J <br />U <br />TO LAKE GRADING, SLURRY WALL &NOTES <br />ALL <br />.0-0 <br />3 <br />04/07/06 <br />rVISIONS <br />- <br />1ST SUBMITTAL TO WELD COUNTY PUBLIC WORKS <br />ALL <br />Scale: N.T.S. <br />2 <br />01 /26/06 <br />Date: JANUARY 2006 <br />INTERNAL DEVELOPMENT REVIEW <br />ALL <br />Job No. 3075 <br />1 <br />01 /06/06 <br />File No. NOTES & MSTR TB <br />Sheet GN1 of GN1 <br />L4 <br />