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HomeMy WebLinkAboutDRB16-0202_C0.0_1478908991.pdf Nviti °F P�4 D�� # 5O483' SU I� VII'l"_'AL - CI�[A\ G H : S TO A SPF OV - D PLANS ..••••Poi' ,. o z � •U • •O :ir 38: of SIMBA RUN CONDOMINIUMS L C-2-20 1� �_ DRB f-�►^, ' APP En�,. :- ,i�� >• ,:,,..•ON AO,............. FOR AND ON R HALF OF HIGH COUNTRY ENGINEERING, INC. 00 TRASH AND RECYCLINGFACILITIES IMPROVEMENTS ,,. / G%�1-800-922-1987 Utility Notification 1100 NORTH FRONTAGE ROAD WESTCenter of Colorado CO CO m < � PARCELS A AND B SIMBA RUN CONDOMINIUM GENERAL COMMON ELEMENTS z Q _, 0. 0 Lu > 0 GENERAL NOTES o 1. ALL STREETS AND DRAINAGE CONSTRUCTION SHALL COMPLY WITH TOWN OF VAIL, AND ALL OTHER APPLICABLE OWNER. o SPECIFICATIONS AND CURRENT ROADWAY DESIGN AND CONSTRUCTION CRITERIA. ALL UTILITIES SHALL COMPLY WITH 37. PERMITTEE OR CONTRACTOR SHALL PROCURE AND MAINTAIN GENERAL PUBLIC AND AUTO LIABILITY, AND PROPERTY w O EACH RESPECTIVE UTILITY INCLUDING TOWN OF VAIL AND EAGLE RIVER WATER AND SANITATION DISTRICT SPECIFICATIONS DAMAGE INSURANCE COVERING THE OPERATION UNDER THIS PERMIT IN THE AMOUNTS ACCEPTABLE TO THE OWNER. d w AND STANDARDS. 38. ALL STRUCTURES, CONCRETE, TREES, BRUSH AND RUBBISH SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE I- LI 0 2. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. AND SPECIFICATIONS SET FORTH IN THE TOWN OF VAIL, AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE 39. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY AND STATE REGULATIONS PERTAINING TO GRADING, DUST AND THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR APPLICABLE STANDARDS, THE MOST EROSION. D U RESTRICTIVE STANDARD SHALL APPLY. ALL WORK IS SUBJECT TO INSPECTION BY THEIR REPRESENTATIVES. 40. CONTRACTOR SHALL ESTABLISH AND MAINTAIN VEHICLE TRACKING PADS AT ALL CONSTRUCTION ACCESSES. Patalci Patch Dr 3. THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES, TOWN OF VAIL, AND HIGH COUNTRY 41. THE CONTRACTOR SHALL PROTECT AND PRESERVE ALL FEATURES LOCATED OUT OF THE SCOPE OF WORK INCLUDING CO CO ENGINEERING, INC. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONCRETE, PAVERS, ASPHALT, TREES, BUSHES, SHRUBS, AND GROUND COVER IN A MANNER ACCEPTABLE TO THE Pined fivernch 0 0 FIELD LOCATING ANY EXISTING UTILITIES (INCLUDING DEPTH AND HORIZONTAL LOCATION) WHICH MAY CONFLICT WITH OWNER AND TOWN OF VAIL. ALL DISTURBED AREAS SHALL BE RESTORED, REPLACED, OR REPAIRED TO ORIGINAL ariiiiim Lo PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES AND UNCC TWO CONDITION AND TO THE SATISFACTION OF OWNER AND TOWN OF VAIL. w \ DAYS PRIOR TO ANY WORK STARTS FOR UTILITY LOCATES. ALL EXISTING UTILITIES SHALL BE PROTECTED FROM DAMAGE 42. DISTURBED AREAS SHALL BE RE-SEEDED, MULCHED OR SODDED IN ALL AREAS. TOWN OF VAIL STANDARD SEED MIXES . BY THE CONTRACTOR. ALL DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE AND IN SHALL BE USED TO RESTORE DISTURBED NATIVE GRASS AREAS. 4 A TIMELY MANNER. ALL ITEMS SHOWN ON THE PLANS AS EXISTING ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. 43. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE REVEGETATED. 0 ` . o CO ACTUAL LOCATIONS MAY VARY FROM THE PLANS IN THE CASE OF UNDERGROUND UTILITIES. WHENEVER CONTRACTOR ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE ELEMENTS, INCLUDING EROSION CONTROL :Tr DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. AROUND THE PERIMETER OF SAID STOCKPILES. 4. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN 44. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT FUGITIVE DUST. EARTHWORK Z r- N PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES, AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY IMPACTS ADJACENT PROPERTY. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. 45. CONTRACTOR SHALL RECONNECT ALL IRRIGATION SYSTEMS INCLUDING SPRINKLERS AND OTHER APPURTENANCES. .` ,. 5. ALL UTILITIES, BOTH UNDERGROUND OR OVER HEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR S 3 INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. ir CO Z 6. ALL EXCAVATIONS FOR UTILITY LINES, CULVERTS, OR TRENCHES SHALL MEET THE REQUIREMENTS OF THE OCCUPATIONAL, ''t)" • �" • 11 m civ SAFETY AND HEALTH ADMINISTRATION (OSHA) AND THE COLORADO DEPARTMENT OF TRANSPORTATION, WHICHEVER 1 dr. + m a '- APPLIES. .f i J 0 * s[ina ll:on Re :5 va i9 w z Y cv 7. DATE OF SURVEY: SEPTEMBER 9, 2015 PERFORMED BY PEAK LAND CONSULTANTS, INC. 8. PROJECT BENCHMARK: SEWER MANHOLE LOCATED NORTH OF SIMBA RUN CONDOMINIUMS LYING IN LION'S RIDGE LOOP e ilf '4 A _ ` �� RIGHT-OF-WAY. RIM ELEVATION = 8161.7, INVERT 8" (N) = 8159.7, INVERT 12" (E) = 8157.8 (SEE DRAWING). P i - - 9. BENCHMARK DERIVED FROM HARN CONTROL POINT "SPRADDLE", ELEVATION = 8287.82 (NAVD 88). 1.ti°' �a 10. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION. IF WORK S- •'i IS SUSPENDED FOR ANY PERIOD OF TIME AFTER INITIAL START-UP, THE CONTRACTOR MUST NOTIFY THE PROJECT .�i4�; _ �! Vail Nlarri [t IW .. in ENGINEER 48 HOURS PRIOR TO RE-START. . Mourk�ein f�es�r; - r� in 11. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE A PRECONSTRUCTION MEETING AT LEAST 48 HOURS PRIOR TO * Simha Run Vail V ANY EXCAVATION. PARTICIPANTS SHALL INCLUDE, BUT NOT BE LIMITED TO, REPRESENTATIVES OF THE CONTRACTOR, t , Cundornir�iurns Z cv EXCAVATOR, ENGINEER, OWNER AND DISTRICT. ��� .. _ - �:o U) 12. TRENCHES SHALL BE EXCAVATED AND THE PIPE EXPOSED FOR THE INSPECTION AT ANY LOCATION ON THE PROJECT IF e- 0 �- 0) SO ORDERED BY THE INSPECTOR AT NO ADDITIONAL CHARGE TO THE OWNER. m . ( w W O 1-3 13. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS WHICH HAVE BEEN APPROVED BY THE TOWN OF A ; � _ Iii H 0 r 0 VAIL AND PROJECT ENGINEER ON SITE AT ALL TIMES. N, u�et; I �I Z N U U 14. OBSERVATIONS OF THE WORK IN PROGRESS AND ON-SITE VISITS ARE NOT TO BE CONSTRUED AS A GUARANTEE OR46. 11 W U1 U WARRANTY BY THE ENGINEER OR OWNER OF THE CONTRACTOR'S CONTRACTUAL RESPONSIBILITIES. •' fr +'r V U Li, Z 15. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR SAFETY4 .00' '.4f'` 'Z Z ` IN, ON OR ABOUT THE PROJECT SITE. _� C w > a N U 16. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANTLY REDUCE ANY POTENTIAL POLLUTION C deV < N (0 x CAUSED BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF CHEMICALS, ETC. THE CONTRACTOR SHALL HAVE �- �., C1 IDENTIFIED PROCEDURES FOR HANDLING POTENTIAL POLLUTANTS AND HAVE IDENTIFIED SPILL PREVENTION AND RESPONSE PROCEDURES PRIOR TO ANY ACTIVITIES AT THE PROJECT SITE. Q ir:i -,. in 1 m 0 - 17. THE CONTRACTOR SHALL OBTAIN, AT THEIR EXPENSE, ALL PERMITS THAT ARE NECESSARY TO PERFORM THE PROPOSED \'' . -� � O " WORK. 11 NAPA Auto Iia ;; :F-..,: -` Z h Z N 18. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING DIMENSIONS OR S Ridge Autp•e:r 61' D N W �- DISCREPANCIES IN THE PLANS, FIELD STAKING OR PHYSICAL FEATURES SHALL BE BROUGHT TO THE ATTENTION OF HIGH , --1 W COUNTRY ENGINEERING, INC. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT PERFORMING THESE JS Pos[ Office I cf . O U Z NOTIFICATIONS, HE DOES SO AT HIS OWN RISK. r 1 O VV 19. THE CONTRACTOR IS RESPONSIBLE FOR CONSULTING A LICENSED PROFESSIONAL SURVEYOR TO ESTABLISH/CONFIRM ` U p=, CONSTRUCTION BENCHMARKS. • Aria Cl tib Spa I,+ I 20. ALL EXCAVATIONS WITHIN THE ROADWAYS SHALL BE RESTORED PURSUANT TO THE TOWN OF VAIL STANDARDS AND f*' .% SPECIFICATIONS T.O.V. CODE SECTION 8-1-25 AND 8-1-26 FOR MATERIALS AND COMPACTION. NO MATERIALS GREATER ii. Vail Cascade fUI--I THAN 6" IN DIAMETER ARE SHALL BE USED FOR BACKFILL, OTHER MATERIALS TO CONFORM TO 8-1-25 FOR SUBGRADE. --N Res orl$ Spa ' }'R� Z 21. COMPACTION OF THE BACKFILL AND THE SUBGRADE MATERIAL SHALL BE IN ACCORDANCE WITH THE T.O.V. STANDARDS - `af' AND SPECIFICATIONS. co e ..� I 22. PRIOR TO PAVING, ALL FRAMES, COVERS, AND VALVE BOXES SHALL BE SET UNIFORMLY TO WITHIN 1/4" BELOW FINISHED r ' /N-; 1.1.1 - z_‘ PAVEMENT GRADE AND SHALL CONFORM TO T.O.V. CODE SECTION 13-10-11. J ,-. 23. ALL SHALLBEMADEAND GUTTER BETWEENNEDXISONCRETE TING JOINTS.NSCURBLL A BEDGUTTERREOED ANDND CONCRETEED PANSOM SHALLTBEOJOINT. NO CUTS REPLACED PURSUANT NORTH VICINITY MAP � ,` `� w TO THE TOWN OF VAIL STANDARDS AND SPECIFICATIONS (T.O.V. CODE SECTION 8-1-31). NOT TO SCALE ,se : _ /%2 24. ALL CONCRETE SHALL BE 4000 PSI, 28 DAY STRENGTH WITH FIBER MESH ADDITIVE. 4y 1 E. 25. COMPACTION TESTING SHALL BE DONE AS SPECIFIED IN THE COMPACTION RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. ALL SOILS TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SHEET INDEX 26. ALL ORGANIC MATTER SHALL BE REMOVED FROM FILL AREAS. u) 27. ALL FILL AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. W 28. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING SIDEWALKS AND STRUCTURES IN ALL .. DIRECTIONS. T. 29. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO OBSERVATION BY THE OWNER AND ITS REPRESENTATIVES, SHEET NUMBER TITLE p w I I- TOWN OF VAIL AND HIGH COUNTRY ENGINEERING, INC. THESE PARTIES RESERVE THE RIGHT TO ACCEPT OR REJECT ANY F } Z SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE APPROVED DRAWINGS AND SPECIFICATIONS. 30. PROVIDE DEWATERING FOR GROUND WATER ENCOUNTERED DURING EXCAVATION AND TRENCHING. CONSTRUCTIONDEWATERING U DEWATERING IS PERMITS ONSIDERED REQUIRED PART OFD THME WORK. O OTIFYST BE ED BY THE OWNER AND CONTRACTOR IFFGROUGROUND NDWATERWATER IS ISENCOUNTERED. CO.O COVER SHEET o Q W 1-i C1.0 SITE PLAN > W REFER TO GEOTECHNICAL STUDY FOR MORE INFORMATION. w W Z O W 31. PROVIDE SUBDRAINS BEHIND ALL RETAINING WALLS & PLANTER WALLS, PER GEOTECHNICAL ENGINEER'S C1.1 TURNING MOVEMENTS d Q J re _ RECOMMENDATION. 32. CONTRACTOR SHALL CONTAIN CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE PROPERTY AND RIGHT-OF-WAY. C2.O GRADING AND DRAINAGE PLAN p Z o o. U) OWNER. T CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESS CONSENT OF THE PRIVATE LAND C3.O UNDERDRAIN SYSTEM 0 U W 33. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT THE PERMISSION OF THE C3.1 DETAILS U LL W 0 > PRIVATE LAND OWNER WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. Z 2 1Z W U0 34. ALL TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE LATEST VERSION OF THE "MANUAL ON UNIFORM TRAFFIC C4.0 DETAILS D 1- 0 � CONTROL DEVICES" AND THE CONTRACTOR IS DIRECTED TO PAY PARTICULAR ATTENTION TO THE SECTION OF � /// Q O Z a �0 1i CONSTRUCTION TRAFFIC. i���// UNCC � o ,Q O 35. THE CONTRACTOR SHALL COORDINATE PEDESTRIAN AND VEHICLE TRAFFIC DISRUPTIONS WITH PROPERTY AND BUSINESS OWNERS. 7 1p CALL BEFORE -- O =YOU DIG36. TTHE ONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, OR DISTURB, ANY AREA NOT APPROVED BY THE u) _ u) O. �j// - mtt OWNER co v ENGINEER= ix F N is 1 -800-922- 1987 SIMBA RUN CONDO ASSOCIATION 4r •, * i �`,, HIGH COUNTRY ENGINEERING, INC . UtilityNotification PROJECT NO. 1100 NORTH FRONTAGE ROAD WEST - ',„,, H QE CONSULTING ENGINEERS AND SURVEYORS Center of Colorado Administrative Office 303-232-1991 2151057.00 VAIL, COLORADO 81657 1517 BLAKE AVENUE, SUITE 101 12600 W. Colfax Ave., Suite B-310 GLENWOOD SPRINGS, COLORADO 81601 Lakewood, Co 80215 PH: (970) 476-0344 it„pc) �� PH: (970) 945-8676 BEFORE YOU DIG, GRADE, OR EXCAVATE FAX: (970) 476-0888 �EEg CALL 2 BUSINESS DAYS IN ADVANCE FX: (970) 945-2555C0.0 FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.