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iLegend Abbreviations b
ABC AGGREGATE BASE COURSE MIN MINIMUM ` 1(10
lel
T EXIST TELEPHONE LINE ET ELECTRIC TRANSFORMER AP ANGLE POINT NAT NATIVE GRASS AREA
DRB
EXIST. GAS LINE EO EXIST ELECTRIC METER ASPH ASPHALT NE NORTHEAST APPROVED
BLDG BUILDING NTS NOT TO SCALE 4/5/201712:000
C EXIST. CABLE TELEVISION LINE Op EXIST. STORM DRAIN MANHOLE BMP BEST MANAGEMENT PRACTICE NW NORTHWEST AM
F EXIST. UNDERGROUND ELECTRICAL LINE S EXIST. SEWER MANHOLE BOW BACK OF SIDEWALK OC ON CENTER
O C CURB 0/S OFFSET
OE EXIST. OVERHEAD ELECTRICAL LINE T❑ TELEPHONE PEDESTAL CDOT COLORADO DEPTARTMENT OF PC POINT OF CURVATURE
8'w EXIST. WATER LINE & SIZE EXIST. WATER VALVE TRANSPORTATION PL PROPERTY LINE
N CDHPE COLORADO DEPARTMENT OF PNT POINT
8'5 EXIST. SEWER LINE & SIZE N NEW WATER VALVE PUBLIC HEALTH & ENVIRONMENT PROP PROPOSED
- C NEW CABLE LINE EXIST. FIRE HYDRANT C&G CURB AND GUTTER PT POINT OF TANGENCY
CL CENTERLINE PVMT PAVEMENT
- E NEW ELECTRIC LINE NEW FIRE HYDRANT CONC CONCRETE R RIGHT
- T - NEW FIBER OPTIC LINE lS CY CUBIC YARDS R-R REMOVE & REPLACE
NEW WATER SHUT-OFF VALVE DR DRAIN RAD RADIUS
NEW GAS LINE 0 EXIST. WATER METER DW DRIVEWAY REQ REQUIRED
NEW WATER LINE & SIZE EG EXISTING GRADE ROW RIGHT-OF-WAY
-8"�V 0 NEW WATER METER EL ELEVATION RW RETAINING WALL
g J - NEW SEWER LINE & SIZE O SPRINKLER IRRIGATION HEAD EOP EDGE OF PAVEMENT SE SOUTHEAST
18" CMP CUL VERT & SIZE se ESMT EASEMENT SF SQUARE FEET
SOIL BORING L OCA TION
Q � EX. EXISTING SMH SEWER MANHOLE
NEW CULVERT W/ END SECTION EXIST. POWER POLE FF FINISH FLOOR SOD GRASS AREA
SWALE FLOWLINE c2FG FINISHED GRADE STA STATION, NEW POWER POLE FH FIRE HYDRANT SW SIDEWALK
X X FENCE LINE x EXIST STREETLIGHT POLE FL FL OWL INE SW SOUTHWEST
0000000000 00000000 ROCK WALL 7¢C NEW STREETLIGHT POLE FO FIBER OPTIC TBC TOP BACK CURB GRAV GRAVEL TEL TELEPHONE
EXIST. EDGE OF PAVEMENT EXIST. SIGN HP HIGH POINT TP TOP OF PIPE
NEW EDGE OF PAVEMENT v NEW SIGN HYD HYDRANT TRANS TRANSITION
--- PROPERTY LINE civ HWY HIGHWAY TW TOP OF WALL
GAS VALVE INV INVERT VC VERTICAL CURVE
DECIDUOUS TREE L LEFT VP VALLEY PAN
NEW SEWER/STORM DRAIN LF LINEAL FEET W WIDE
EVERGREEN TREE O MANHOLE W/ RIM LOCATION LP LOW POINT WL WATER LINE
04277F FINISHED SPOT ELEV. W/ DESCRIPTION LS LANDSCAPED AREA WWM WOVEN WIRE MESH
MAX MAXIMUM XS CROSS SLOPE
MONUMENT MARKER
GENERAL NOTES TRAFFIC GENERAL NOTES
1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND 19. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NEW, TEMPORARY AND EXISTING TRAFFIC SIGNS
SPECIFICATION OF THE TOWN OF VAIL, EAGLE RIVER WATER AND SANITATION DISTRICT VAIL FIRE AND THE COST OF WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS. SWEEPING AND CLEANING ADJACENT FROM THE START OF CONSTRUCTION UNTIL ACCEPTANCE BY THE CITY TRAFFIC ENGINEER.
EMERGENCY SERVICES, COLORADO DEPARTMENT OF TRANSPORTATION, AND APPLICABLE STATE AND LOCAL STREETS AND SIDEWALKS DURING CONSTRUCTION WILL BE PERFORMED AS NECESSARY AND AS DIRECTED 2. ALL TRAFFIC SIGNS, PAVEMENT MARKINGS, AND TRAFFIC SIGNALS SHALL MEET OR EXCEED MANUAL ON
STANDARDS AND SPECIFICATIONS. BY THE ENGINEER. SWEEPING AND DUST MITIGATION IS CONSIDERED TO BE INCIDENTAL TO THE WORK. UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) STANDARDS.
2. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE SIGNED COPY OF 20. THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME 3. THE CONTRACTOR SHALL PREPARE A DETAILED TRAFFIC CONTROL PLAN, SUBMIT TO THE CITY FOR
APPROVED PLANS, STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL THE PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF-SITE. APPROVAL, AND OBTAIN APPROPRIATE PERMITS.
FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, TIES, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL. CONTRACTOR SHALL
3. THE CONTRACTOR IS TO NOT/FY THE ENGINEER OF ANY CONFLICTING STANDARDS OR SPEC/F/CAT/ONS. IN BENCHMARKS AND/OR SURVEY CONTROL POINTS WHICH MAY BE DISTRIBUTED OR DESTROYED BY BE RESPONSIBLE FOR FURNISHING, INSTALLING, AND MAINTAINING THE TEMPORARY TRAFFIC CONTROL
THE EVEN OF ANY CONFLICTING STANDARD OR SPECIFICATION, THE MORE STRINGENT OR HIGHER CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT BY DEVICES THROUGHOUT THE DURATION OF THE PROJECT.
QUALITY STANDARD, DETAIL OR SPECIFICATION SHALL APPLY. A REGISTERED PROFESSIONAL LAND SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN THE
4. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD STATE OF COLORADO.
SPECIFICATIONS, PERMITS, BONDS, ETC, WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK, 22. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE SUCCEEDING LAYER PLACED THEREON SHALL UTILITY GENERAL NOTES
INCLUDING BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO BE COMPLETED FULL WIDTH BEFORE SUCCEEDING LAYER IS PLACED. 1. THE LOCATIONS OF EXITING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON
DEPARTMENT OF HEALTH AND ENVIRONMENT STORMWATSR DISCHARGE PERMIT ASSOCIATED WITH 23. BEFORE PLACEMENT OF THE TACK COAT, THE CONTRACTOR SHALL CLEAN THE PRESENT ROADWAY AS INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR SHALL DETERMINE THE
CONSTRUCTION ACTIVITY DIRECTED. CLEANING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE REQUIRED PARTY (OWNER, OWNER'S THE PROJECTCOMMENCING WORK.
REPRESENTATIVE, MUNICIPAL/DISTRICT INSPECTOR, GEOTECHNICAL ENGINEER, ENGINEER, AND/OR UTILITY 24. A TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE APPLIED BETWEEN PAVEMENT 2. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS
OWNER) AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILING, AND AS COURSES TO IMPROVE BOND. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE OR PRESERVE ANY AND ALL
UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE
REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL PART EMULSIFIED ASPHALT AND 1 PART WATER. THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION.
CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS AND 25. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES
SPECIFICATIONS. NECESSARY THROUGHOUT THE DURATION OF CONSTRUCTION. 3. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO
THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
6. THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST 26. ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE
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 PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE
ACCURACY OF THE FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL
HAVE BEEN MADE. ENGINEER. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING
FEATURES AND ELEVATIONS OF THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION.
AFFECTED UTILITIES AS COORDINATED WITH THE UTILITY OWNER AND/OR ENGINEER, INCLUDING
7 THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK NON-MUNICIPAL UTILITIES.
INSIDE PUBLIC RIGHT-OF-WAYS WILL REQUIRE APPROVAL FROM THE TOWN OF VAIL PRIOR TO EARTHWORK
CONSTRUCTION. USE OF ANY PRIVATE AREAS FOR THIS PROJECT BY THE CONTRACTOR MUST BE 4. THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY
APPROVED IN WRITING BY THE PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE 1• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL, DEBRIS OR CONFLICT
ENGINEER PRIOR TO USAGE. AND WASTE MATERIAL OFF OF THE PROJECT SITE
2. ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF, 5. THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (800) 922-1987
Q czz 8. ALL CONSTRUCTION IS TO INCLUDE COMPACTION AND FINISH GRADING IN THE UNIT PRICE RELATED BY AND AT THE EXPENSE OF THE CONTRACTOR. OR WWW.UNCC.ORG AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
WORK ITEM. 6. EXCAVATION AT GAS LINES: TEMPORARY COVER DURING CONSTRUCTION SHALL BE AT LEAST 18 INCHES
03. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO CDOT/ASTM STANDARDS.
w 9. DUE TO EXISTING SITE CONDITIONS AND THE PROPOSED IMPROVEMENTS, STEEP GRADE (1H:1 V) ARE OVER THE GAS CONDUIT FINISH GRADE MUST BE AT LEAST 2 FEET AND NO MORE THAN 6 FEET OVER
Q REQUIRED. SGM ASSUMES NO RESPONSIBILITY FOR ISSUES (EROSION, SLOPE FAILURE, SETTLEMENT THE GAS CONDUIT.
Q:) ETC.) RELATED TO SAID GRADING. BENCHMARK AND SURVEY CONTROL 7. EXISTING UNDERGROUND TELEPHONE, FIBER AND CABLE TELEVISION FACILITIES MAY BE LOCATED IN
CLOSE PROXIMITY TO THE WORK. THE CONTRACTOR MAY, IF NECESSARY TEMPORARILY DISPLACE THE
10. ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND
IN
UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. VERTICAL LAYOUT ON THIS PROJECT. COORDINATES ARE REFERENCED IN THE COORDINATE LIST SHOWN CABLES DURING CONSTRUCTION AND REINSTALL THEM IN ACCORDANCE WITH THE APPROPRIATE
N
TEL FIBER OR CABLE VISION COMPANY'S GUIDELINES. COORDINATION WITH BOTH THE TELEPHONE
11. THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY ON THESE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER FOR
CONSTRUCTION.
INTERPRETATION AND INFORMATION IN STAKING OF THE PROJECT FOR CONSTRUCTION. AND CABLE TELEVISION COMPANY IS REQUIRED TO BE DONE BY THE CONTRACTOR.
N 8. ALL WORK DONE ON OR AROUND WATER OR SEWER FACILITIES MUST BE INSPECTED BY AN EAGLE
WATER AND OTHER UTILITY ALIGNMENTS TO BE DETERMINED IN
� 12. FINAL SANITARY,Y, FIELD BASED ON 2. PRIOR TO PROJECT COMPLETION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF
ENCOUNTERED FIELD CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES AND ADJUST INVERTS, ANY PROPERTY MONUMENTATION DISTURBED OR REMOVED BY CONSTRUCTION OPERATIONS. THIS WORK RIVER WATER & SANITATION DISTRICT (ERWSD) INSPECTOR. THE CONTRACTOR IS REQUIRED TO NOTIFY"' SHALL BE PERFORMED BY A LAND SURVEYOR LICENSED IN THE STATE OF COLORADO. PROPERTY (ERWSD) TWO WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.
MANHOLE ELEVATIONS, ETC. BASED ON EXISTING UTILITY ELEVATIONS.
CORNERS WHICH FALL WITHIN NEW CONCRETE FLATWORK SHALL BE DURABLE AND SET FLUSH. THIS 9. THE CONTRACTOR SHALL AT THEIR EXPENSE SUPPORT AND PROTECT ALL WATER MAINS SO THAT THEY
0 13. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. WILL FUNCTION CONTINUOUSLY DURING CONSTRUCTION EXCEPT THOSE DESIGNATED TO BE TEMPORARILY
DISTURBANCE AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE
SHUT DOWN. TEMPORARY WATER SERVICE DISRUPTION SHALL BE DONE TO MINIMIZE THE EFFECTS ON
a LIMITS SHALL BE RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT THEIR OWN EXPENSE. UTILITY CUSTOMERS. SHOULD A WATER MAIN FAIL AS A RESULT OF THE CONTRACTOR'S OPERATIONS, IT
NPDES DRAINAGE WATER QUALITY NOTES
E 14. THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND WILL BE REPAIRED IMMEDIATELY BY EITHER THE CONTRACTOR OR ERWSD AT THE FULL COST OF LABOR
Q EXISTING IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK. SPECIFIC PROVISIONS ARE SHOWN 1. THE CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL REMOVE ALL SEDIMENTS, MUD, AND AND MATERIALS TO THE CONTRACTOR.
ON THE PLANS. CONSTRUCTION DEBRIS THAT MAY ACCUMULATE IN THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY AS A
w 10. ALL VALVE BOXES, CLEANOUTS, MANHOLES, GUY WIRES, SHALL BE ADJUSTED TO FINAL GRADE.
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O 15. THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS RESULT OF THIS CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED IN A TIMELY MANNER.
co NECESSARY DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE 2. THE DISCHARGE OF WATER CONTAINING WASTE CONCRETE TO THE STORM SEWER IS PROHIBITED.
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16. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES DURING THE PROJECT. 3. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE
0 17. THE CONTRACTOR SHALL CLOSELY MONITOR ACCESS FOR HEAVY CONSTRUCTION EQUIPMENT THROUGH PAVEMENT CUTTING OPERATION, INVOLVING WHEEL CUTTING, SAW CUTTING OR ABRASIVE WATERJET
THE PROJECT AND USE TRAFFIC CONTROL AS NEEDED TO ACCOMMODATE CONSTRUCTION ACTIVITY CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE
o, PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS. THE DISCHARGE OF ANY
a ENTERING AND LEAVING THE PROJECT SITE. WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER /S
-07
18. WHERE PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A PROHIBITED.
O NEAT VERTICAL LINE BY (SLOW SETTING) PRIOR TO PAVING OPERATIONS. VERTICAL EDGES SHALL NOT 4. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING TRENCH BACKFILL MATERIAL, FROM WASHING
REMAIN OVERNIGHT. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF ONE PART INTO THE STORM SEWER SYSTEM.
O EMULSIFIED ASPHALT AND ONE PART WATER.
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1 # Revision Date By Job No. 2016-444
Preliminary
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N E Crestone Building Company Legend, Notes & 2/28/2017
Not For
Date:
1 18 West Sixth Street, Suite 200
Construction Glenwood Springs, co 81601 4367 Columbine Drive Abbreviations QC: CL PE: CL Of
970.945.1004 www.sgm-inc.com File: Admin l