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HomeMy WebLinkAboutB17-0114_C-002_1501879560.pdf ..,„si-Ai*„ 4k:14 Z 4. 1(6 Legend Abbreviations , icrinli T EXIST. TELEPHONE LINE ET ELECTRIC TRANSFORMER ABC AGGREGATE BASE COURSE LS LANDSCAPED AREA 08/04/17 AP ANGLE POINT MAX MAXIMUM EXIST. GAS LINE EO EXIST. ELECTRIC METER ASPH ASPHALT MIN MINIMUM BLDG BUILDING NAT NATIVE GRASS AREA EXIST. CABLE TELEVISION LINE Op EXIST STORM DRAIN MANHOLE BMP BEST MANAGEMENT PRACTICE NE NORTHEAST - - F - - EXIST. UNDERGROUND ELECTRICAL LINE S EXIST. SEWER MANHOLE BOW BOTTOM OF WALL NTS NOT TO SCALE O COOT COLORADO DEPTARTMENT OF NW NORTHWEST OE - EXIST. OVERHEAD ELECTRICAL LINE T❑ TELEPHONE PEDESTAL TRANSPORTATION OC ON CENTER - -8'w- - EXIST. WATER LINE & SIZE N EXIST. WATER VALVE CDHPE COLORADO DEPARTMENT OF 0/S OFFSETPUBLIC HEALTH & ENVIRONMENT PC POINT OF CURVATURE - 8'S EXIST. SEWER LINE & SIZE N NEW WATER VALVE CL CENTERLINE PL PROPERTY LINE - C NEW CABLE LINE EXIST. FIRE HYDRANT CMP CORRUGATED METAL PIPE PNT POINT CONC CONCRETE PROP PROPOSED - E NEW ELECTRIC LINE NEW FIRE HYDRANT CY CUBIC YARDS PT POINT OF TANGENCY - T - NEW FIBER OPTIC LINE if NEW WATER SHUT-OFF VALVE DR DRAIN PVMT PAVEMENT DW DRIVEWAY R RIGHT NEW GAS LINE 0 EXIST. WATER METER EG EXISTING GRADE R-R REMOVE & REPLACE NEW WATER LINE & SIZE EL ELEVATION RAD RADIUS -8 0 NEW WATER METER EOP EDGE OF PAVEMENT REQ REQUIRED g J - NEW SEWER LINE & SIZE O SPRINKLER IRRIGATION HEAD EX. EXISTING ROW RIGHT-OF-WAY 18" CMP - EXIST CULVERT & SIZE se FF FINISH FLOOR RW RETAINING WALL SOIL BORING L OCA TION Q � FG FINISHED GRADE SE SOUTHEAST NEW CULVERT W/ FLARED END SECTION EXIST. POWER POLE FH FIRE HYDRANT SF SQUARE FEET SWALE FLOWLINE c2FL FL OWL INE SMH SEWER MANHOLE, NEW POWER POLE FO FIBER OPTIC STA STATION x x FENCE LINE x EXIST STREETLIGHT POLE GRAV GRAVEL SW SIDEWALK 0000ffrili0 ROCK WALL 7¢C NEW STREETLIGHT POLE HDPE HIGH DENSITY POLYETHYLENE SW SOUTHWEST EXIST. EDGE OF PAVEMENT HP HIGH POINT TBC TOP BACK CURB EXIST. SIGN HT HEIGHT TEL TELEPHONE NEW EDGE OF PAVEMENT v NEW SIGN HYD HYDRANT TOW TOP OF WALL --- PROPERTY LINE civ HWY HIGHWAY TRANS TRANSITION GAS VALVE INV INVERT VC VERTICAL CURVE DECIDUOUS TREE L LEFT VP VALLEY PAN NEW SEWER/STORM DRAIN LF LINEAL FEET WL WATER LINE EVERGREEN TREE O MANHOLE W/ RIM LOCATION LP LOW POINT XS CROSS SLOPE 042 77F FINISHED SPOT ELEV. W/ DESCRIPTION MONUMENT MARKER GENERAL NOTES UTILITY GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND 17. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. SWEEPING AND CLEANING ADJACENT 1. THE LOCATIONS OF EXITING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON SPECIFICATION OF THE TOWN OF VAIL, EAGLE RIVER WATER AND SANITATION DISTRICT, VAIL FIRE AND STREETS AND SIDEWALKS DURING CONSTRUCTION WILL BE PERFORMED AS NECESSARY AND AS DIRECTED INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE EMERGENCY SERVICES, COLORADO DEPARTMENT OF TRANSPORTATION, AND APPLICABLE STATE AND LOCAL BY THE ENGINEER. SWEEPING AND DUST MITIGATION IS CONSIDERED TO BE INCIDENTAL TO THE WORK. EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE STANDARDS AND SPECIFICATIONS. COMMENCING WORK. 18. THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME 2. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE SIGNED COPY OF THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF-SITE. 2. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS APPROVED PLANS, STANDARDS AND SPECIFICATIONS THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE OR PRESERVE ANY AND ALL 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, TIES, UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. BENCHMARKS AND/OR SURVEY CONTROL POINTS WHICH MAY BE DISTRIBUTED OR DESTROYED BY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. 3. THE CONTRACTOR IS TO NOTIFY THE ENGINEER OF ANY CONFLICTING STANDARDS OR SPECIFICATIONS. IN CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT BY 3. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE EVENT OF ANY CONFLICTING STANDARD OR SPECIFICATION, THE MORE STRINGENT OR HIGHER A REGISTERED PROFESSIONAL LAND SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN THE THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY STANDARD, DETAIL OR SPECIFICATION SHALL APPLY. STATE OF COLORADO. LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE 4. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD 20. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE SUCCEEDING LAYER PLACED THEREON SHALL PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE SPECIFICATIONS, PERMITS, BONDS, ETC, WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, BE COMPLETED FULL WIDTH BEFORE SUCCEEDING LAYER IS PLACED. ENGINEER. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING INCLUDING BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO 21. BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE PRESENT ROADWAY AS AFFECTED UTILITIES AS COORDINATED WITH THE UTILITY OWNER AND/OR ENGINEER, INCLUDING DEPARTMENT OF HEALTH AND ENVIRONMENT STORMWATER DISCHARGE PERMIT ASSOCIATED WITH DIRECTED. CLEANING WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF NON-MUNICIPAL UTILITIES. CONSTRUCTION ACTIVITY. THE PROJECT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE REQUIRED PARTY (OWNER, OWNERS 4. THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY 22. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT OR CONFLICT. REPRESENTATIVE, MUNICIPAL/DISTRICT INSPECTOR, GEOTECHNICAL ENGINEER, ENGINEER, AND/OR UTILITY COURSES TO IMPROVE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 OWNER) AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILING, AND AS PART EMULSIFIED ASPHALT AND 1 PART WATER. 5. THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO © (800) 922-1987 REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL OR WWW.UNCC.ORG AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS AND 23. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES 6. EXCAVATION AT GAS LINES: TEMPORARY COVER DURING CONSTRUCTION SHALL BE AT LEAST 18 INCHES SPECIFICATIONS. NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION. OVER THE GAS CONDUIT. FINISH GRADE MUST BE AT LEAST 2 FEET AND NO MORE THAN 6 FEET OVER 6. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST 24. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE THE GAS CONDUIT. AVAILABLE INFORMATION AT THE TIME OF DESIGN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ENGINEER AND WORK SHALL STOP UNTIL THE DISCREPANCY IS DISCUSSED AND DECISIONS/AGREEMENTS 7. EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION FACILITIES MAY BE LOCATED IN ACCURACY OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL HAVE BEEN MADE. CLOSE PROXIMITY TO THE WORK. THE CONTRACTOR MAY, IF NECESSARY TEMPORARILY DISPLACE THE FEATURES AND ELEVATIONS OF THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION. CABLES DURING CONSTRUCTION AND REINSTALL THEM IN ACCORDANCE WITH THE APPROPRIATE 7 THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK EARTHWORK TEL FIBER OR CABLE VISION COMPANY'S GUIDELINES. COORDINATION WITH BOTH THE TELEPHONE INSIDE PUBLIC RIGHT-OF-WAYS WILL REQUIRE APPROVAL FROM THE TOWN OF VAIL PRIOR TO AND CABLE TELEVISION COMPANY IS REQUIRED TO BE DONE BY THE CONTRACTOR. 1• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL, DEBRIS CONSTRUCTION. USE OF ANY PRIVATE AREAS FOR THIS PROJECT BY THE CONTRACTOR MUST BE 8. ALL WORK DONE ON OR AROUND WATER OR SEWER FACILITIES MUST BE INSPECTED BY AN EAGLE APPROVED IN WRITING BY THE PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE AND WASTE MATERIAL OFF OF THE PROJECT SITE. RIVER WATER & SANITATION DISTRICT (ERWSD) INSPECTOR. THE CONTRACTOR IS REQUIRED TO NOTIFY ENGINEER PRIOR TO USAGE. 2. ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF, (ERWSD) TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. 1 H:1 V) ARE 8. DUE TO EXISTING SITE CONDITIONS AND THE PROPOSED IMPROVEMENTS, STEEP GRADE BY AND AT THE EXPENSE OF THE CONTRACTOR. ( 9. THE CONTRACTOR SHALL AT THEIR EXPENSE, SUPPORT AND PROTECT ALL WATER MAINS SO THAT THEY REQUIRED. SGM ASSUMES NO RESPONSIBILITY FOR ISSUES (EROSION, SLOPE FAILURE, SETTLEMENT, 3. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO COOT/ASTM STANDARDS. WILL FUNCTION CONTINUOUSLY DURING CONSTRUCTION EXCEPT THOSE DESIGNATED TO BE TEMPORARILY o z FLOODING, ETC.) RELATED TO SAID GRADING. SHUT DOWN. TEMPORARY WATER SERVICE DISRUPTION SHALL BE DONE TO MINIMIZE THE EFFECTS ON Q 9. ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS UTILITY CUSTOMERS. SHOULD A WATER MAIN FAIL AS A RESULT OF THE CONTRACTOR'S OPERATIONS, IT UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. NPDES DRAINAGE WATER QUALITY NOTES WILL BE REPAIRED IMMEDIATELY BY EITHER THE CONTRACTOR OR ERWSD AT THE FULL COST OF LABOR m AND MATERIALS TO THE CONTRACTOR. 1. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENTS, MUD, AND 10. THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY AS A 10. ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO FINAL GRADE. CONSTRUCTION. RESULT OF THIS CONSTRUCTION PROJECT SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER. 11. FINAL SANITARY WATER AND OTHER UTILITY ALIGNMENTS TO BE DETERMINED IN FIELD BASED ON NFI 0 ENCOUNTERED FIELD CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES AND ADJUST INVERTS, 2. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE STORM SEWER IS PROHIBITED. MANHOLE ELEVATIONS, ETC. BASED ON EXISTING UTILITY ELEVATIONS. 3. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE N N- 12. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF PAVEMENT CUTTING OPERATION, INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATERJET DISTURBANCE AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY LIMITS SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT THEIR OWN EXPENSE o WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER IS Q_ 13. THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND PROHIBITED. 3 EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK. SPECIFIC PROVISIONS ARE SHOWN a ON THE PLANS. 4. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING TRENCH BACKFILL MATERIAL, FROM WASHING E INTO THE STORM SEWER SYSTEM. Q 14. THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE co 15. THE CONTRACTOR SHALL CLOSELY MONITOR ACCESS FOR HEAVY CONSTRUCTION EQUIPMENT THROUGH co THE PROJECT AND USE TRAFFIC CONTROL AS NEEDED TO ACCOMMODATE CONSTRUCTION ACTIVITY co ENTERING AND LEAVING THE PROJECT SITE. 16. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT VERTICAL LINE BY (SLOW SETTING) PRIOR TO PAVING OPERATIONS. VERTICAL EDGES SHALL NOT k REMAIN OVERNIGHT. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF ONE PART --,...•.„ ; z EMULSIFIED ASPHALT AND ONE PART WATER. bRI..L{..6-o'',i' EE r :cc 42" a• .. U � 1'g' 201E'. (i) 'i„ ,SSIQf1P-\ - 0 0 i a 0 a) ... E F 0 I # Revision Date By Job No. 2016-444 E DRB Revisions 4/4/2017 AWA 2 co I . SGM Bighorn ResidenceLegend, Notes & Drawn by: AWAC. CiO N For Submittal Date: 3/15/2017 118 West Sixth Street, Suite 200 Glenwood Springs, co 81601 4367 Columbine Drive Abbreviations QC: CL PE: CL Of 9 970.945.1004 www.sgm-inc.com File: Admin