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TOWN OF VAIL GENERAL NOTES 18. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ALL UTILITIES TO East E n a b Inc Sheet List Table s ii
COORDINATE SCHEDULES. 3
1 . OBTAIN A PUBLIC WAY PERMIT FROM THE TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS, (970) 479-2158. 32. LOCATE, PROTECT, AND MAINTAIN BENCH MARKS, MONUMENTS, CONTROL POINTS AND PROJECT ENGINEERING Sheet Number Sheet Title 11135.
OBTAIN ALL REQUIRED BUILDING PERMITS THROUGH THE TOWN OF VAIL DEPARTMENT OF COMMUNITY REFERENCE POINTS. RE-ESTABLISH DISTURBED OR DESTROYED ITEMS AT CONTRACTOR'S EXPENSE. 19. CONTRACTOR SHALL NOTIFY ALL BUSINESSES/RESIDENTS IN WRITING 48 HOURS PRIOR TO ANY SHUT-OFF IN 10n2n7
DEVELOPMENT, 75 S. FRONTAGE ROAD, VAIL, CO, 81657. SERVICE. THE NOTICES MUST HAVE CONTRACTOR'S PHONE NUMBER AND NAME OF CONTACT PERSON, AND C010 GENERAL NOTES
33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED EMERGENCY PHONE NUMBER FOR AFTER HOURS CALLS. ALL SHUT OFFS MUST BE APPROVED BY THE TOWN OF C110 EXISTING CONDITIONS PLAN
2. ALL CONTRACTORS SHALL BE LICENSED TO PERFORM WORK WITHIN THE TOWN OF VAIL. OBTAIN AND PAY FOR DURING CONSTRUCTION WITHIN THE LIMITS OF CONSTRUCTION OR IN THE VICINITY OF THE LIMITS OF VAIL AND EAGLE RIVER WATER & SANITATION DISTRICT UTILITY DIVISION, AND TOWN OF VAIL AND EAGLE RIVER
CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. WATER & SANITATION DISTRICT VALVES AND APPURTENANCES SHALL BE OPERATED BY TOWN OF VAIL AND EAGLE C111 EXISTING CONDITIONS PLAN
CONTRACTOR'S LICENSE AT THE TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 S. FRONTAGE
ROAD, VAIL, CO 81657. RIVER WATER & SANITATION DISTRICT PERSONNEL, UNLESS WRITTEN PERMISSION IS GIVEN OTHERWISE. C120 DEMOLITION PLAN
34. WHEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS, SPECIFICATIONS, PERMITS, BONDS, ETC. FROM ALL TO OR BETTER THAN ITS ORIGINAL CONDITION. PATCHING SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF 20. ALL PUBLIC IMPROVEMENT WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY A TOWN OF VAIL C121 DEMOLITION PLAN
APPLICABLE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. VAIL STREET REPAIR STANDARDS. THE SEAMS OF THE ASPHALT PATCHES SHALL BE INFRARED UNLESS REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT CONSTRUCTION WHEN STANDARD CONSTRUCTION C122 DEMOLITION PLAN luau .
OTHERWISE INSTRUCTED BY THE TOWN OF VAIL ENGINEER. PRACTICES ARE NOT BEING ADHERED TO. THE TOWN OF VAIL RESERVES THE RIGHT TO ACCEPT OR REJECT ANY
SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS ENGINEERING CODE OF STANDARDS AND C123 02 ENCLOSURE DEMOLITION PLAN
4. THE PUBLIC AND THE TOWN OF VAIL WILL HAVE THE RIGHT OCCUPY THE PUBLIC RIGHT-OF-WAY AND ADJACENT UI
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FACILITIES DURING THE ENTIRE PERIOD OF CONSTRUCTION. PERFORM SITE WORK OPERATIONS TO MINIMIZE E
35. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED TO A CONDITION EQUAL SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE C130 EROSION CONTROL PLAN
E CONFLICTS AND TO FACILITATE USE OF THE PREMISES AND CONDUCT OF NORMAL OPERATIONS. TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION, OR TO THE GRADES AND CONDITION AS FOR BEING AWARE OF, NOTIFYING, COORDINATING AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL I
. U REQUIRED BY THESE PLANS. APPROVALS AND PROJECT ACCEPTANCE. C200 SITE LAYOUT AND RECONSTRUCTION PLAN 11111111
5. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE C201 SITE LAYOUT AND RECONSTRUCTION PLAN III36. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS AS IDENTIFIED ON THESE PLANS. 21 . THE CONTRACTOR SHALL NOT OPERATE ANY CONSTRUCTION VEHICLES NOR PERFORM ANY CONSTRUCTION -
STANDARDS AND SPECIFICATIONS SET FORTH IN THE TOWN OF VAIL CODE, DEVELOPMENT STANDARDS HANDBOOK, THE CONSTRUCTION OF THESE HANDICAP RAMPS SHALL BE IN ACCORDANCE TO ADA CURRENT STANDARDS. OPERATIONS BEFORE 7 AM OR AFTER 6 PM, MONDAY THROUGH FRIDAY OR BEFORE 8 AM AND AFTER 5 PM ON • Ii
CONSTRUCTION DETAILS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICTC202 SITE LAYOUT AND RECONSTRUCTION PLAN 1111 1111 111 1111111BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SATURDAYS. NO WORK WILL BE ALLOWED ON SUNDAYS OR HOLIDAYS. THE TOWN OF VAIL RESERVES THE RIGHT C203 02 ENCLOSURE SITE LAYOUT
37. AFTER ACCEPTANCE BY THE TOWN OF VAIL, PUBLIC IMPROVEMENTS DEPICTED IN THESE PLANS SHALL BE TO FURTHER RESTRICT OR MODIFY THESE HOURS OF OPERATION IF CONDITIONS WARRANT.
SHALL APPLY. ALL WORK SHALL BE INSPECTED AND APPROVED BY THE TOWN OF VAIL.
GUARANTEED TO BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIOD OF TWO YEARS C210 SOUTH GRADING PLAN
FROM THE DATE OF ACCEPTANCE. 22. COMPACTION OF ALL TRENCHES MUST BE ATTAINED AND COMPACTION TEST RESULTS SUBMITTED TO THE
6. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, C211 WEST GRADING PLAN
UNLESS SPECIFICALLY STATED OTHERWISE. ENGINEER AND THE TOWN OF VAIL PRIOR TO FINAL ACCEPTANCE.
38. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT AND ADJACENT TO C212 INTERIM GRADING PLAN DAVI S
THE JOB SITE, INCLUDING SAFETY OF PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THE 23. RECORD DRAWINGS SHOWING ALL CHANGES FROM THE APPROVED CONSTRUCTION DRAWINGS SHALL BE
7. THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/OR SEAL HEREOF, DOES HEREBY AFFIRM CONTRACTOR SHALL PROVIDE LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO SUBMITTED TO THE ENGINEER AND OWNER PRIOR TO INITIATION OF THE REQUIRED 2-YEAR WARRANTY PERIOD. C213 OXYGEN BUNKER GRADING PLAN
RESPONSIBILITY TO THE TOWN OF VAIL, AS BENEFICIARY OF SAID ENGINEER'S WORK, FOR ANY ERRORS AND PROVIDE FOR PUBLIC SAFETY, PEDESTRIAN AND VEHICULAR ACCESS AS NEEDED. THIS REQUIREMENT SHALL THE RECORD DRAWINGS WILL CONSIST OF A MARKED-UP SET OF "ISSUED FOR CONSTRUCTION" DRAWINGS PARTNERSHIP
OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE TOWN OF VAIL ENGINEER C300 UTILITY PLAN
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. VERIFYING THE FOLLOWING: ARCH I T E C T S
SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS OF ALL SUCH RESPONSIBILITY. FURTHER, • ALL LENGTHS, SIZES, AND MATERIALS OF INSTALLED PIPE, MANHOLES, AND ANY OTHER IMPROVEMENT. C301 UTILITY PLAN
TO THE EXTENT PERMITTED BY LAW, THE ENGINEER HEREBY AGREES TO HOLD HARMLESS AND INDEMNIFY THE 39. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT • HORIZONTAL LOCATIONS EITHER BY STATION AND OFFSET, OR BY NORTHING AND EASTING COORDINATES OF ALL C320 SANITARY SEWER MAIN PLAN AND PROFILE
TOWN OF VAIL, AND ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES AND DAMAGES WHICH 2901 Blake Street, Suite 100
MAY ARISE FROM ANY NEGLIGENT ERRORS AND OMISSIONS CONTAINED IN THESE PLANS. PREVIOUSLY UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN MANHOLES, BENDS, CLEANOUTS, VALVES, TAPS, WYES, STUBS, PLUGS, TEES, ETC. Denver Denver, CO 80205
DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S • INVERT ELEVATIONS OF STORM SEWER AND SANITARY SEWER MANHOLES, INLETS, OUTLETS, STUB ENDS, TOP OF C322 SANITARY SEWER MAIN PLAN AND PROFILE 303.861.8555
AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" REPRESENTATIVE FOR DECISION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY PIPE ELEVATIONS OF EACH UTILITY CROSSING, ETC. C330 WATER MAIN & SERVICE PLAN AND PROFILE
STORM SEWER
8. ALL SANITARY SEWER, REVISIONS AND REPAIRS DUE TO FAILURE TO GIVE SUCH NOTIFICATION AT NO ADDITIONAL COST TO THE OWNER. • CONSTRUCTED SLOPE OF STORM AND SANITARY PIPES BETWEEN MANHOLES AND STRUCTURES.
UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL UTILITY ENTITIES' STANDARDS AND SPECIFICATIONS • TOP OF PIPE ELEVATION AT REGULAR INTERVALS AND/OR FITTINGS FOR WATER LINES. C400 EROSION CONTROL DETAILS Consultant
CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE TOWN OF VAIL. 40. AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING THE EXISTING • ELEVATIONS AT FLOWLINE OF CURB AND GUTTER AT DESIGN LOCATIONS AND GRADE BREAKS. ELEVATION OF C401 EROSION CONTROL DETAILS JOB NO.:M14.0440.004
STORM DRAINAGE PIPES TO THE NEWLY INSTALLED STORM DRAINAGE SYSTEM. ALL DRAINAGE SYSTEMS WITHIN INLET AND TRENCH DRAIN GRATES. TOP OF CURB AT CURB INLETS. - - -
9. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN THE CONSTRUCTION LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE ENTIRE DURATION OF THE • ANY OTHER VARIATIONS FROM THE CONSTRUCTION DOCUMENTS MUST BE CLEARLY NOTED AND DETAILED ON C403 EROSION CONTROL DETAILS dogroir MARTIN/MARTIN
SHOWN ON THE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE CONSTRUCTION PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ALL DRAINAGE WITHIN THE THE PLANS. - - CONSULTING ENGINEERS
AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION SITE AND OFFSITE DRAINAGE WHICH IS DIRECTLY AFFECTED BY CONSTRUCTION. • AS-BUILT FIELD NOTES, FROM WHICH THE AS-BUILT DRAWINGS ARE PREPARED, ARE TO BE PROVIDED AND O1OIFAWCETTROAD,SUITE 260,AVON,COLORADO 81620
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. STAMPED/SIGNED AND DATED BY A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR. 970.926.6007 MARTINMARTIN.COM
41 . CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE OPERATION OF THE EXISTING TOWN STREET LIGHTS
10. THESE DRAWINGS REPRESENT ONLY THE APPROXIMATE LOCATION OF UTILITIES AND ARE INCLUDED ONLY FOR WITHIN THE PROJECT LIMITS. THE CONTRACTOR MAY PROVIDE TEMPORARY STREET LIGHTING APPROVED BY TOWN 25. THE CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS
THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, OF VAIL, WHEN EXISTING STREET LIGHTS ARE REMOVED. FOR A PERIOD OF 2-YEARS FROM THE DATE OF ACCEPTANCE INTO THE WARRANTY PERIOD OF ALL
PIPES AND STRUCTURES. CONTACT UTILITY NOTIFICATION CENTER OF COLORADO (800)-922-1987 TO LOCATE CONSTRUCTION CALLED FOR BY THE PUBLIC IMPROVEMENTS AGREEMENT WITH THE TOWN OF VAIL.
UNDERGROUND FACILITIES. CONTACT TOWN OF VAIL FOR ADDITIONAL LOCATES (970) 479-2158. CONTACT EAGLE 42. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE OPERATION OF EXISTING TOWN IRRIGATION LINES
RIVER WATER AND SANITATION DISTRICT FOR ADDITIONAL LOCATES (970)-476-7480 EXT. 114. UTILITY LOCATES WITHIN THE PROJECT LIMITS UNLESS OTHERWISE APPROVED BY THE TOWN OF VAIL. 26. DURING CONSTRUCTION AND UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND
D TO BE PERFORMED AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL ENSURE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTION. D
THAT WORK PREFORMED IN THE PROXIMITY TO UTILITIES SHALL BE ACCORDING TO THE REQUIREMENTS OF THE 43. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS AND
REQUIREMENTS OF THESE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY COVER IN A MANNER ACCEPTABLE TO THE OWNER. ALL AREAS OF TOWN OF VAIL RIGHT-OF-WAY DISTURBED
EXISTING UTILITIES WHICH MAY INTERFERE WITH THE PROPOSED WORK PRIOR TO CONSTRUCTION. THE DURING CONSTRUCTION SHALL BE WELL GRADED TO DRAIN, COVERED WITH A MINIMUM OF 4-INCHES OF TOP 27. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT TITLED GEOTECHNICAL STUDY, VAIL VALLEY MEDICAL
CONTRACTOR SHALL REPAIR ALL EXISTING UTILITIES TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION AT SOIL, FERTILIZED, MULCHED AND RE-SEEDED ACCORDING TO THE TOWN OF VAIL'S STANDARD SPECIFICATIONS. CENTER WEST WING EXPANSION AND EAST PARKING GARAGE, VAIL COLORADO AND PREPARED BY CESARE INC.
NO ADDITIONAL COST TO THE OWNER. FOR PAVEMENT DESIGN AND RECOMMENDATIONS REGARDING [EXCAVATION, COMPACTION, MATERIALS, EMBANKMENT,
44. CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE DEPARTMENT HYDRANTS AND CONNECTIONS SHALL BE MAINTAINED PAVEMENT SUBEXCAVATION, MOISTURE CONTROL, AND TOPSOIL REMOVAL AND REPLACEMENT. FINAL PAVEMENT
11 . THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE TOWN OF VAIL, AND ALL UTILITY COMPANIES THROUGHOUT CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE TOWN OF VAIL FIRE DEPARTMENT. DESIGN TO BE DETERMINED BY THE GEOTECHNICAL ENGINEER AFTER SUBGRADE IS COMPLETE. CONTRACTOR TO
INVOLVED, ASSURING THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION AND WITH A MINIMUM DISRUPTION COORDINATE THIS WORK]. THE CONSTRUCTION METHODS FOR EXCAVATION/EMBANKMENTS, COMPACTION, AND ii11'�0 REG/
OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL PARTIES AFFECTED SUBGRADE PREPARATION SHALL BE IN STRICT CONFORMANCE WITH THE GEOTECHNICAL ENGINEER'S ,��0 O�;�pRK �S�j_\
BY ANY DISRUPTION OF ANY UTILITY SERVICE AS WELL AS THE UTILITY COMPANIES. MARTIN/MARTIN, INC. GENERAL NOTES: RECOMMENDATIONS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF DISCREPANCIES BETWEEN THE ,�06 G�;F�`
GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS AND , 32753 ';
12. A STATE CONSTRUCTION DEWATERING WASTEWATER DISCHARGE PERMIT IS REQUIRED IF DEWATERING IS REQUIRED IN ADDITION TO THE TOWN OF VAIL STANDARD NOTES, THE FOLLOWING SHALL APPLY: SPECIFICATIONS. ; •; JUNE 30, 2017; •
IN ORDER TO FACILITATE CONSTRUCTION OR IF ANY WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, ��
IRRIGATION DITCH OR ANY WATERS OF THE UNITED STATES. 1 . ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF VAIL STANDARDS AND ••. •:•
SPECIFICATIONS [LATEST REVISION]. ALL STREETS, WATER MAIN, STORM SEWER AND SANITARY SEWER 30. THESE CONSTRUCTION DOCUMENTS ARE INTENDED SOLELY FOR THE CONSTRUCTION OF THE DEVELOPMENT '---.- /_ AL & 0
13. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL AND COMPLY WITH ALL TERMS AND CONDITIONS OF THE CONSTRUCTION SHALL BE SUBJECT TO TOWN OF VAIL AND EAGLE RIVER WATER & SANITATION DISTRICT DEPICTED HEREIN. PERIODIC, SYSTEMATIC MAINTENANCE IS NECESSARY FOR THE OWNER TO REALIZE THE DESIGN "'''�
COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACT COLORADO DEPARTMENT OF HEALTH, WATER INSPECTION. LIFE AND PERFORMANCE OF THE FACILITIES OF THIS PROJECT. INSPECTION, MAINTENANCE AND REPAIR ARE THE
QUALITY CONTROL DIVISION, AT (303) 692-3590) OR THE TOWN OF VAIL STORM WATER DISCHARGE PERMIT SOLE RESPONSIBILITY OF THE OWNER. THE DESIGN RELIES UPON A RESPONSIBLE EFFORT BY THE OWNER TO
(CONTACT 970-479-2333) WHICHEVER IS DEEMED NECESSARY, THE STORM WATER MANAGEMENT PLAN, AND THE 2. THE CONTRACTOR SHALL HAVE ONE [1] SIGNED COPY OF PLANS APPROVED BY THE TOWN OF VAIL AND ONE MAINTAIN THE FACILITIES, THUS, ANY DAMAGES ARISING OUT OF THE OWNER'S FAILURE TO PERFORM SAID
EROSION CONTROL PLAN. COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ON THE JOB SITE AT MAINTENANCE ARE BEYOND THE DESIGNERS CONTROL. MARTIN/MARTIN EMPHASIZES THE IMPORTANCE OF A
ALL TIMES. MAINTENANCE PROGRAM AND IF REQUESTED WOULD BE AVAILABLE TO SUBMIT A PROPOSAL FOR ASSISTING THE Original Issuance Date
14. CONTRACTOR SHALL PROVIDE AND MAINTAIN APPROVED EROSION AND SEDIMENT CONTROL "BEST MANAGEMENT OWNER IN THE DEVELOPMENT OF A COMPREHENSIVE, SYSTEMATIC MAINTENANCE PROGRAM TO MAINTAIN THE
PRACTICES" (BMP) FOR THE PROJECT DURATION. CONTRACTOR SHALL INSPECT BMP'S WEEKLY AND AFTER EVERY 3. CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER AND THE TOWN OF VAIL [48]-HOURS PRIOR TO THE START MAJOR INFRASTRUCTURE COMPONENTS OF THIS PROJECT. OWNER SHOULD BE COGNIZANT OF THE IMPORTANCE PERMIT 06/30/2017
PRECIPITATION EVENT. CONTRACTOR SHALL DOCUMENT INSPECTION AND MAKE REPORTS AVAILABLE UPON OF CONSTRUCTION. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE TOWN OF VAIL OF MAINTAINING DRAINAGE PATTERNS AND TO AVOID EXCESSIVE IRRIGATION. THE SOILS TYPICALLY FOUND IN
REQUEST. ACCUMULATED SEDIMENT AND DEBRIS SHALL BE REMOVED FROM A BMP WHEN THE SEDIMENT LEVEL ENGINEERING INSPECTOR [24]-HOURS PRIOR TO START OF WORK. COLORADO ARE SENSITIVE TO EXCESS MOISTURE. THIS COULD POTENTIALLY RESULT IN PAVEMENT/STRUCTURE
REACHES ONE HALF THE BMP HEIGHTS OR, AT ANY TIME THAT THE BMP FUNCTIONALITY IS ADVERSELY MOVEMENTS WHICH MAY BE UNACCEPTABLE AND COMPROMISE THE DESIGN INTENT AND FUNCTIONALITY OF THE Revisions Date No.
IMPACTED. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED WITHIN 48 HOURS OF 4. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE PROJECT. MARTIN/MARTIN RECOMMENDS THE OWNER MAINTAIN A COMPLETE SET OF SOILS/DRAINAGE REPORTS
IDENTIFICATION, UNLESS OTHERWISE AGREED UPON. JOB SITE, INCLUDING, BUT NOT LIMITED TO, SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF AND DESIGN PLANS OF THE PROJECT FOR FUTURE REFERENCE.
THE WORK, TRENCH EXCAVATION AND SHORING, TRAFFIC CONTROL AND SECURITY. THIS REQUIREMENT SHALL
15. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
LOCATED ON PRIVATE PROPERTY. MAINTENANCE OF ON SITE DRAINAGE FACILITIES SHALL BE THE 29. THE PLANS HAVE BEEN PREPARED BY MARTIN/MARTIN IN ACCORDANCE WITH AND IN RELIANCE UPON THE
RESPONSIBILITY OF THE PRIVATE OWNERS. 5. THE TOWN OF VAIL/OWNER/ENGINEER CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT GEOTECHNICAL STUDIES AND RECOMMENDATIONS PER [GEOTECHNICAL ENGINEER/REPORT]. MARTIN/MARTIN HAS
INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR NO RESPONSIBILITY FOR THE FOUNDATION SYSTEMS USED WITHIN THIS DEVELOPMENT. MARTIN/MARTIN
C 16. THE TOWN OF VAIL SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR INJURIES SUSTAINED AS A RESULT OF THE CONSTRUCTION SITE. SUGGESTS THAT ALL OWNERS, PRESENT AND FUTURE, BECOME AWARE OF THE RISK ASSOCIATED WITH IMPROPER C
THE CONSTRUCTION OF THIS PROJECT AS A RESULT OF GROUNDWATER SEEPAGE, WHETHER RESULTING FROM MAINTENANCE OF SLOPES AND DRAINAGE AWAY FROM THE STRUCTURES.
GROUNDWATER FLOODING, STRUCTURAL DAMAGE OR OTHER DAMAGE. 6. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS REQUIRED
BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION [OSHA] "SAFETY AND HEALTH
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD OR DEBRIS SHALL BE TRACKED ONTO REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P, PART 1926 OF THE 30. THE DESIGN PLANS SHOWN HEREON WERE DEVELOPED BASED UPON THE GEOTECHNICAL
THE EXISTING PUBLIC STREET SYSTEM. MUD AND DEBRIS MUST BE REMOVED WITHIN 24 HOURS BY AN CODE OF FEDERAL REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED WHERE NECESSARY TO PREVENT INVESTIGATIONS/ANALYSIS/ENGINEERING CRITERIA DEVELOPED BY CESARE INC., AS PRESENTED IN THE
APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, LIGHT DUTY FRONT-END LOADER, ETC.) OR AS ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH WHICH MAY BE DETRIMENTAL TO HUMAN SAFETY, TO GEOTECHNICAL REPORT ENTITLED: GEOTECHNICAL STUDY, VAIL VALLEY MEDICAL CENTER WEST WING EXPANSION
APPROVED BY THE TOWN OF VAIL CONSTRUCTION INSPECTOR. THE PIPE BEING PLACED, OR TO ANY EXISTING SITE IMPROVEMENTS OR STRUCTURES. THE CONTRACTOR MAY BE AND EAST PARKING GARAGE, VAIL COLORADO. SIGNED AND SEALED BY YVONNE E. SCHIMMEL P.E.
REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING. MARTIN/MARTIN, INC. RELIED UPON THE ENGINEERING ANALYSIS AND CONCLUSIONS OF THIS REPORT IN THE
18. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL CONSTRUCTION INSPECTOR (970-479-2198) 72 HOURS PREPARATION OF THESE CIVIL ENGINEERING PLANS AND DOCUMENTS. NO INDEPENDENT INVESTIGATIONS AND/OR
PRIOR TO THE START OF ANY CONSTRUCTION. IF WORK IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL 7. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR STREET CUTS, UTILITY INTERRUPTIONS AND TRAFFIC CONTROL. ANALYSIS WAS CONDUCTED BY MARTIN/MARTIN, INC. THESE PLANS WERE PROVIDED TO [THE GEOTECHNICAL
START-UP, THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL OF REASON FOR SUSPENSION AND ESTIMATED ANY CONSTRUCTION WITHIN THE COLORADO DEPARTMENT OF TRANSPORTATION [CDOT] RIGHT-OF-WAY WILL ENGINEER] FOR REVIEW AND VERIFICATION THAT THESE PLANS DEVELOPED BY MARTIN/MARTIN PROPERLY
TIME OF SUSPENSION. CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL 72 HOURS PRIOR TO RESTART OF REQUIRE A CDOT CONSTRUCTION PERMIT PRIOR TO ANY WORK IN THEIR RIGHT-OF-WAY.
CONSTRUCTION. INTERPRETED AND APPLIED THE CRITERIA AND RECOMMENDATIONS ESTABLISHED BY THEIR GEOTECHNICAL REPORT
8. AT LEAST FIVE [5] WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION, A TRAFFIC CONTROL PLAN FOR THIS PROJECT.
19. THE CONTRACTOR SHALL NOTIFY THE TOWN OF VAIL ENVIRONMENTAL HEALTH INSPECTOR (970-479-2333) AT SHALL BE SUBMITTED TO TOWN OF VAIL. THE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A CERTIFIED 31 . ALL MATERIALS AND TESTING SHALL BE PER CDOT STANDARDS AND SPECIFICATIONS LATEST REVISION
LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR CONSTRUCTION ON ANY TRAFFIC CONTROL SUPERVISOR AND SHALL BE IN CONFORMANCE WITH THE MANUAL ON UNIFORM TRAFFIC Project Information
AND ALL PUBLIC IMPROVEMENTS. CONTROL DEVICES. NO WORK SHALL BEGIN UNTIL ALL TRAFFIC CONTROL DEVICES HAVE BEEN PLACED IN
ACCORDANCE WITH THE PLAN. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN THE TRAFFIC CONTROL DEVICES
20. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING AND SUBMITTING TO THE TOWN OF VAIL CONSTRUCTION FOR THE ENTIRE DURATION OF THE PROJECT OR UNTIL THE ROADWAY HAS BEEN OPENED AND THE PERMANENT SURVEY NOTES:
INSPECTOR MATERIAL TESTS IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS FOR ALL TRAFFIC CONTROL DEVICES HAVE BEEN INSTALLED.
WORK WITHIN THE PUBLIC RIGHT-OF-WAY. IF THE FINAL SOILS/PAVEMENT DESIGN REPORT DOES NOT 1. SURVEY COMPLETED BY EAGLE VALLEY SURVEYING
CORRESPOND WITH THE RESULTS OF THE ORIGINAL GEOTECHNICAL REPORT, THE OWNER SHALL BE RESPONSIBLE 9. ALL TRENCH BACKFILL AND SUBGRADE PREPARATION SHALL BE TESTED TO ENSURE COMPLIANCE WITH TOWN OF
FOR A RE-DESIGN OF THE SUBJECT PAVEMENT SECTION. ALL FINAL SOILS/PAVEMENT DESIGN REPORTS SHALL VAIL STANDARDS AND SHALL BE TESTED AT TOWN OF VAIL REQUIRED FREQUENCIES BY A TOWN OF VAIL 2. DATE OF SURVEY: DECEMBER 2011 & JANUARY 2012
01 BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER. THE FINAL REPORT SHALL BE SUBMITTED TO THE TOWN APPROVED PRIVATE SOILS TESTING FIRM. TEST RESULTS SHALL BE SUBMITTED TO, REVIEWED, AND APPROVED BY,
-0 OF VAIL CONSTRUCTION INSPECTOR PRIOR TO PLACEMENT OF BASE AND ASPHALT. THE TOWN OF VAIL ENGINEERING DIVISION PRIOR TO INSTALLING BASE COURSE, ASPHALT OR CONCRETE ON 3. LAND TITLE GUARANTEE COMPANY POLICY NO. VC50032297 DATED 12/5/11, ALONG WITH NOS.
Ui PREPARED SUBGRADE. ALL BASE COURSE DENSITY SHALL ALSO BE TESTED BY THE PRIVATE SOILS FIRM AT VC50032296 AND VC50032298-2 DATED 12/6/11 WERE RELIED UPON FOR ALL TITLE AND EASEMENT
1- 21 . PRIOR TO PLACEMENT OF H.B.P. OR CONCRETE WITHIN THE PUBLIC RIGHT-OF-WAY A MECHANICAL "PROOF TOWN OF VAIL REQUIRED FREQUENCIES TO ENSURE COMPLIANCE WITH TOWN OF VAIL REQUIREMENTS. BASE INFORMATION. UJ Lo
zz ROLL" WILL BE REQUIRED. THE ENTIRE SUBGRADE AND/OR BASE MATERIAL SHALL BE ROLLED WITH A HEAVILY COURSE TEST RESULTS SHALL ALSO BE APPROVED BY THE TOWN OF VAIL ENGINEERING DIVISION PRIOR TO CO
INSTALLING PAVEMENT. ALL CONCRETE AND ASPHALT PLACED SHALL BE TESTED IN ACCORDANCE WITH TOWN OF 4. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN
J LOADED VEHICLE HAVING MINIMUM SINGLE AXLE WEIGHT OF AT LEAST 18 000 LBS. ANY SUBGRADE/BASE CO
a VAIL MINIMUM MATERIALS TESTING STANDARDS. TEST RESULTS SHALL BE REVIEWED AND APPROVED BY THE TOWN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION
cL SECTION EXHIBITING EXCESSIVE PUMPING OR DEFORMATION AS DETERMINED BY THE CONSTRUCTION INSPECTOR Z CD
w OF VAIL ENGINEERING DIVISION PRIOR TO INITIATION OF THE REQUIRED [2] YEAR WARRANTY PERIOD. BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THEVI Z 0
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z SHALL BE REWORKED, REPLACED OR MODIFIED TO FORM A NON-YIELDING SURFACE. THE TOWN OF VAIL UJ 0
L.'' CONSTRUCTION INSPECTOR SHALL BE NOTIFIED 24 HOURS PRIOR TO A "PROOF ROLL".
cp 10. CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY RULES AND
o B 22. THE CONTRACTOR SHALL FURNISH ELECTRONIC AND HARD COPY REPRODUCIBLE AS-BUILT RECORD DRAWINGS REGULATIONS. 5. BASIS OF ELEVATION: NGS CONTROL POINT "SPRADDLE" ELEVATION=8287' (NAND 88) B J J J
0 SHOWING HORIZONTAL AND VERTICAL LOCATIONS AND ELEVATIONS OF CONSTRUCTED IMPROVEMENTS INCLUDING >
ALL UTILITIES, AND DRAINAGE APPURTENCES PRIOR TO ACCEPTANCE OF THE PROJECT.
z 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING CONSTRUCTION AND FOR 6. TOPOGRAPHY BASED ON FIELD MEASUREMENTS. CONTOUR INTERVAL = 1'
COORDINATING WITH THE APPROPRIATE UTILITY COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. REPAIR OF
DAMAGED UTILITIES SHALL BE AT THE CONTRACTORS EXPENSE, INCLUDING BUT NOT LIMITED TO UNKNOWN 7. BASIS OF BEARINGS: A LINE BETWEEN FOUND MONUMENTS AT THE SOUTH CORNER OF LOTS 8 & 9, VAIL
23. THE CONTRACTOR SHALL VIDEO CAMERA (TV) ALL INSTALLED PUBLIC STORM SEWER PIPE PRIOR TO FINAL VILLAGE, SECOND FILING AND THE SOUTHEAST CORNER OF SECTION 6, T5S, R8OW, 6TH P.M. HAVING A BEARING Z
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PAVING AND/OR OTHER FINAL SURFACE TREATMENTS ARE COMPLETED. A COPY OF THE VIDEO TAPING SHALL BE OF N82°12'16"E. 0 LU 0
w PROVIDED TO THE TOWN OF VAIL FOR REVIEW AND APPROVAL AND RECORD KEEPING. 12. EXISTING FENCES, TREES, SIDEWALKS, CURBS AND GUTTERS, LANDSCAPING, STRUCTURES, AND IMPROVEMENTS UJ Q
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24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY-INCLUDING, BUT NOT LIMITED TO, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR 8. DISCREPANCIES EXIST BETWEEN RECORDED PLATS AND LEGAL DESCRIPTION FOR COLORADO DEPARTMENT OF 2 0
RESTORED IN LIKE KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE INDICATED ON THESE PLANS.
cn EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. REFER TO OSHA PUBLICATION 2226, HIGHWAYS PROJECT I 70-2(7) 183, FOUND AT BOOK 219, PAGE 441. WHERE SUCH DISCREPANCIES ARE FOUND, Z
EXCAVATING AND TRENCHING. 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING REASONABLE ACCESS TO AND FROM ALL OF ACCEPTED PROPERTY LINE REFLECTS THE RECORDED PLAT. > w
j THE ADJACENT PROPERTIES THROUGHOUT THE COURSE OF THE WORK. THE CONTRACTOR SHALL BE REQUIRED 9. ALL BURIED UTILITIES SHOWN HEREON WERE LOCATED BY OTHERS. EAGLE VALLEY SURVEYING ASSUMES NO C�
z 25. THE CONTRACTOR SHALL SUBMIT AND HAVE APPROVED A CONSTRUCTION TRAFFIC CONTROL PLAN, IN TO MEET (INDIVIDUALLY OR COLLECTIVELY) WITH ALL ADJACENT PROPERTY OWNERS WHO'S DRIVEWAY ACCESS RESPONSIBILITY FOR THE ACCURACY AND/OR THE COMPLETENESS OF THE LOCATES SHOWN. LV Q
ACCORDANCE WITH THE MUTCD (MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES), TO THE TOWN OF VAIL WILL BE EFFECTED BY THE WORK. AS CONSTRUCTION CONDITIONS CHANGE AND THE WORK PROGRESSES, THE J
CONSTRUCTION INSPECTOR, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE RIGHT-OF-WAY. CONTRACTOR SHALL BE REQUIRED TO PERIODICALLY UPDATE THOSE PROPERTY OWNERS SO THAT THEY ARE Z
1- THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE 10. REFER TO THE SURVEY DOCUMENTS FOR ADDITIONAL NOTES O
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z 0 14. OWNER/DEVELOPER SHALL OBTAIN A STORMWATER CONSTRUCTION PERMIT FROM THE COLORADO DEPARTMENT OF LL_ 26. THE CONTRACTOR SHALL SUBMIT TO THE TOWN OF VAIL CONSTRUCTION INSPECTOR AND GAIN APPROVAL FOR A PUBLIC HEALTH AND ENVIRONMENT, WATER QUALITY CONTROL DIVISION, PRIOR TO CLEARING, GRADING, OR LV
0 CONSTRUCTION STAGING PLAN, SCHEDULE AND PHASING PLAN PRIOR TO THE START OF CONSTRUCTION. EXCAVATING A SITE OF ONE-HALF ACRE OR MORE, OR LESS THAN ONE-HALF ACRE AND PART OF A LARGER J (J)
0 27. CONSTRUCTION SITES AND STAGING AREAS MUST BE FENCED AND MAINTAINED IN A SECURE CONDITION AT ALL DEVELOPMENT. A COPY OF THE APPROVED PERMIT MUST BE SUBMITTED TO THE [LOCAL JURISDICTION]
m 0 TIMES. KEEP FENCING AND SURROUNDING AREAS CLEAR OF TRASH AND DEBRIS. ANY CONSTRUCTION DEBRIS OR ENGINEERING DIVISION PRIOR TO THE START OF CLEARING, GRADING OR EXCAVATING OF THE SITE. A COPY OF Q 00
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oci MUD DROPPED INTO MANHOLES, PIPES, OR TRACKED ONTO EXISTING ROADWAYS SHALL BE REMOVED THE APPROVED PERMIT MUST ALSO BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. >
IMMEDIATELY BY CONTRACTOR. CONTRACTOR SHALL REPAIR ANY EXCAVATIONS OR PAVEMENT FAILURES CAUSED
BY CONSTRUCTION WITHIN OR IN THE VICINITY OF THE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL BE 15. CONTRACTOR SHALL OBTAIN A COLORADO STATE CONSTRUCTION DEWATERING DISCHARGE PERMIT FROM THE
RESPONSIBLE FOR DAMAGE DUE TO CONSTRUCTION AT NO ADDITIONAL COSTS TO OWNER. THE CONTRACTOR COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT FOR ALL AREAS WHERE DEWATERING IS
oj SHALL REMOVE ALL SEDIMENT, MUD, AND CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES, REQUIRED FROM AN EXCAVATION AND WATER IS DISCHARGED INTO A STORM SEWER, CHANNEL, IRRIGATION DITCH
z PRIVATE PROPERTY, AND PUBLIC RIGHTS-OF-WAY OF THE TOWN AS A RESULT OF THIS CONSTRUCTION PROJECT. OR ANY WATERS OF THE UNITED STATES. A COPY OF THE APPROVED PERMIT MUST BE SUBMITTED TO THE
g REMOVAL SHALL BE CONDUCTED WITHIN 48 HOURS. RETURN ALL CONSTRUCTION STAGING SITES TO THEIR TOWN OF VAIL ENGINEERING DIVISION PRIOR TO THE START OF ANY DEWATERING. A COPY OF THE APPROVED
m ORIGINAL CONDITION UPON COMPLETION OF THE CONSTRUCTION PROJECT. PERMIT MUST ALSO BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
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v 28. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STORM RUNOFF AND ANY GROUNDWATER Sheet Information
ci '4 DIMENSIONS ARE NOT SHOWN, CONTACT THE DESIGNER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE
THE AS-BUILT RECORD DRAWINGS. PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING Sheet Title:
N- A STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON A
oN 29. THE CONTRACTOR SHALL HAVE, ONSITE AT ALL TIMES, ONE (1 ) SIGNED COPY OF THE APPROVED PLANS, ONE THESE PLANS. NO CONCRETE SHALL BE PLACED WHERE GROUNDWATER IS VISIBLE OR UNTIL THE GROUNDWATER
(1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND TABLE HAS BEEN LOWERED BELOW THE PROPOSED IMPROVEMENTS. ANY UNSTABLE AREAS, AS A RESULT OF GENERAL NOTES
°' EXTENSION AGREEMENTS NEEDED FOR THE JOB. GROUNDWATER, ENCOUNTERED DURING THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS SHALL BE
N .t STABILIZED AS AGREED UPON BY THE CONTRACTOR, THE TOWN OF VAIL, AND THE GEOTECHNICAL ENGINEER AT
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c •t 30. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THE TIME OF OCCURRENCE.
THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE OWNER, THE 17. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER
= DESIGN ENGINEER AND THE TOWN OF VAIL CONSTRUCTION INSPECTOR IMMEDIATELY. MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINT OF CONNECTION SHOWN ON THE0
Sheet Number:
-0 z PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
0 31 . THE DESIGNER SHALL PROVIDE, IN THIS LOCATION ON THE PLAN, THE LOCATION AND DESCRIPTION OF THE CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE
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Di NEAREST SURVEY BENCHMARKS FOR THE PROJECT AS WELL AS THE BASIS OF BEARINGS. THE INFORMATION
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