CENTENNIAL PARK EXPANSION
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1 2 working days CITY ELKO EXISTING LEGEND PROPOSED CENTENNIAL PARK EXPANSION SEET LIGHT POWER POLE ELECICAL BOX AVOID CUTTING UNDERGROUND UTILITIES WATER VALVE GAS VALVE FIRE HYDRANT OWNER/DEVELOPER: CITY ELKO ATTN: MR BOB 1751 COLLEGE AVE ELKO, NV PH: (775) FAX: (775) ENGINEER 1751 COLLEGE AVE ELKO, NV PH: (775) FAX: (775) PROJECT SITE ASH ST FIR ST CEDAR ST OAK ST PROJECT SITE A ST JUNIPER ST PINE ST 3rd ST GEORGE RE BOUCHER DR 4tH ST COURT ST 6th ST IDAHO SEET 5th ST 10th ST 8th ST RAILROAD SEET COMMERCIAL SEET SILVER SEET 7th ST RIVER ST 11th ST DOUGLAS ST WATER ST 9th ST FRONT ST WILSON AVE TELEPHONE MANHOLE TELEPHONE BOX SEWER CLEANOUT SURVEY MONUMENT SIGN 1 IN GENERAL HYDRANTS SHOULD BE LOCATED A MINIMUM DISTANCE SIX FEET FROM ABOVE GROUND UTILITIES 2 WATER TAPS ONTO THE WATER MAIN ARE TO BE IN ACCORDANCE WITH CITY DETAIL U WATER TAPS ONTO THE WATER MAIN ARE TO BE A MINIMUM SIX FEET FROM HYDRANT TAPS 4 ABOVE GROUND UTILITIES ARE NOT PERMITTED WITHIN THE RIGHT--WAY 5 THE OWNER WILL PROVIDE AN AS-BUILT TO THE CITY ELKO THE AS-BUILT WILL INCLUDE ALL RELEVANT QUALITY ASSURANCE AND QUALITY CONOL INFORMATION AND BE STAMPED BY A PROPERLY LICENSED ENGINEER THE CONACTOR SHALL WORK WITH THE PROJECT ENGINEER TO ENSURE ACCURATE AS-BUILT CAN BE GENERATED AND SUBMITTED TO THE CITY ELKO BY THE PROJECT ENGINEER 6 THE CONACTOR SHALL HAVE A STAMPED AGENCY APPROVED SET PLANS AT THE WORK SITE DURING CONSUCTION CONSUCTION SHALL NOT PROCEED UNTIL THIS SET PLANS IS ISSUED WITH INCLUDED REVISIONS AND COMMENTS MADE BY THE AGENCIES 7 THE CONACTOR SHALL MAINTAIN A 24-HOUR DUST CONOL PROGRAM INCLUDING WATERING OPEN AREAS DUST CONOL PROGRAM SHALL BE IN COMPLIANCE WITH ALL FEDERAL, STATE, COUNTY AND CITY CODES AND ORDINANCES GENERAL NOTES: LOCATION MAP 18 ALL SANITARY SEWER MAINS SHALL BE A MINIMUM 8 SDR 35 PVC (GREEN) PIPE ALL RESIDENTIAL SANITARY SEWER LATERALS SHALL BE 4 SDR 35 PVC PIPE WITH A 2% SLOPE MINIMUM UNLESS OTHERWISE SHOWN ALL COMMERCIAL SANITARY SEWER LATERALS SHALL BE 6 SDR 35 PVC PIPE WITH A 2% SLOPE MINIMUM UNLESS OTHERWISE SHOWN 19 ALL WATER MAINS SHALL BE A MINIMUM 10 DIAMETER, THICKNESS CLASS 50 OR PRESSURE CLASS 350 DUCTILE IRON PIPE, WITH POLYETHYLENE ENCASEMENT, OR DR 18 C900 PVC PIPE, UNLESS OTHERWISE SHOWN 20 ALL CONSUCTION TO BE AWWA C-600 OR AWWA C-605 COMPLIANT AS APPROPRIATE 21 MINIMUM COVER OVER THE WATER MAIN SHALL BE THE CITY ELKO UTILITY DEPARTMENT SHALL BE CONTACTED TO PERFORM ALL TAPS ONTO CITY ELKO UTILITIES 23 THE CITY ELKO UTILITY DEPARTMENT SHALL BE CONTACTED FOR AUTHORIZATION TO PLACE ANY NEW WATER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS AND VALVED SECTIONS INTO SERVICE FOR TESTING OR FINAL ACCEPTANCE 24 ALL WATER SERVICE LINES SHALL BE 1 COPPER TUBE SIZE (CTS), RATED 200 PSI POLYETHYLENE UNLESS OTHERWISE SHOWN BASIS BEARING: VICINITY MAP NORTH AMERICAN DATUM 1983/2007 PER THE NAT GEODETIC SURVEY'S (NGS) PUBLISHED COORDINATES FOR NGS STATION "FUZZY", A STANDARD BRONZE DISK STAMPED "FUZZY 1957" SET IN THE TOP A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND, LATITUDE 40 54' "N, LONGITUDE ' "W AND STATE PLANE COORDINATE SYSTEM EAST ZONE GRID COORDINATES 28,488,52275N, 624,87827E GROUND COORDINATES ARE USED HEREIN AND REFLECT GRID COORDINATES MULTIPLIED BY THE CITY ELKO ACCEPTED COMBINED GRID TO GROUND SCALE FACTOR WITH THE RESULTING GROUND COORDINATES FOR NGS "FUZZY" BEING 28,498,69315N, 625,10135E ABBREVIATION BASIS ELEVATION: NORTH AMERICAN VERTICAL DATUM 1988, PER THE NAT GEODETIC SURVEY'S (NGS) PUBLISHED ELEVATION FOR NGS BENCHMARK B 52, A STABILITY CLASS A MARK STAMPED "B " SET VERTICALLY IN THE NORTHWEST WALL THE ELKO MAIN POST FICE (BRICK WITH STONE CORNERS), 09 FOOT SOUTHWEST THE NORTH CORNER, AND 4 FEET ABOVE THE GROUND SHEET INDEX: 8 THE CONACTOR SHALL MAINTAIN AN ONGOING PROCESS FOR REMOVAL SPILLAGE EXCAVATED MATERIAL ON ALL PAVED SEETS 9 ALL CONSUCTION SHALL MEET THE REQUIREMENTS THE LATEST EDITION THE STANDARD SPECIFICATIONS & DETAILS FOR PUBLIC WORKS CONSUCTION- ORANGE BOOK AS PUBLISHED BY THE WASHOE COUNTY RTC 10 ALL AREAS DISTURBED AND LEFT UNDEVELOPED FOR A PERIOD MORE THAN 30 DAYS SHALL BE STABILIZED BY THE APPLICATION A DUST PALLIATIVE ALL AREAS LEFT UNDEVELOPED FOR A PERIOD MORE THAN 90 DAYS SHALL BE HYDRO-SEEDED WITH AN APPROVED SEED MIX AND TACKIFIER AND SHALL BE IRRIGATED UNTIL FIRMLY ESTABLISHED AS APPROVED BY THE CITY ELKO 11 THE CONACTOR SHALL VERIFY IN THE FIELD, ALL ELEVATIONS, DIMENSIONS, FLOW LINES, EXISTING CONDITIONS, AND POINTS CONNECTIONS WITH ADJOINING PROPERTY (PUBLIC OR PRIVATE), ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION THE PROJECT ENGINEER BEFORE PROCEEDING WITH THE WORK 12 THE CONACTOR SHALL NOTIFY THE PROJECT ENGINEER, THE SOILS ENGINEER, THE CITY ELKO, AND ALL UTILITY 13 THE CONACTOR SHALL CALL UNDERGROUND SERVICES ALERT AT AT LEAST 48 HOURS PRIOR TO EXCAVATION COMPANIES 48 HOURS PRIOR TO COMMENCEMENT WORK 14 THE CONACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE EXISTING UTILITIES ENCOUNTERED DURING CONSUCTION IT SHALL BE THE CONACTOR RESPONSIBILITY TO CONTACT THE UTILITY COMPANIES FOR LOCATIONS PRIOR TO CONSUCTION HORIZONTAL AND VERTICAL LOCATIONS EXISTING UTILITIES ARE APPROXIMATE ONLY 25 BEFORE BEING CERTIFIED BY AN ENGINEER OR ACCEPTED BY THE CITY ELKO, ANY NEW WATER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS AND VALVED SECTIONS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C-651, DISINFECTING WATER MAINS 26 BEFORE BEING CERTIFIED BY AN ENGINEER OR ACCEPTED BY THE CITY ELKO, ANY NEW WATER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS AND VALVED SECTIONS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH NAC445A (A) AND (B) 27 BEFORE BEING CERTIFIED BY AN ENGINEER OR ACCEPTED BY THE CITY ELKO, ANY NEW SEWER SYSTEMS, EXTENSIONS, REPLACEMENTS IN EXISTING SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSUCTION; LATEST EDITION 28 A AFFIC CONOL PLAN SHALL BE PROVIDED BY THE CONACTOR AND APPROVED BY THE CITY ELKO PRIOR TO CONSUCTION 29 GRADING AROUND BUILDINGS TO BE DONE IN A MANNER AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING IN ACCORDANCE WITH CITY ELKO REQUIREMENTS 30 ALL CONCRETE PLACED IN THE CITY ELKO RIGHT WAY SHALL COMPLY WITH THE LATEST EDITION THE ORANGE BOOK AND SHALL BE A CITY APPROVED MIX DESIGN 31 ALL WATER MAIN EXTENSIONS ARE TO BE TESTED IN ACCORDANCE WITH AWWA STANDARD C651 REQUIRING TWO SETS CONSECUTIVE SAMPLES AT LEAST 24 HOURS APART FROM EVERY 1200 FEET MAIN 15 ALL UTILITY ENCHES SHALL CONFORM TO ENERGY, SATVIEW, FRONTIER COMMUNICATIONS, AND SOUTHWEST GAS SPECIFICATIONS CONACTOR TO COORDINATE INSTALLATION ALL UTILITY ENCHES WITH LOCAL UTILITIES 16 CONACTOR TO OBTAIN A SEET CUT PERMIT FROM THE PUBLIC WORKS DEPARTMENT AND PAY ANY APPLICABLE FEES TO THE CITY ELKO PRIOR TO EXCAVATING WITHIN THE CITY RIGHT WAY 17 AT ALL POINTS WHERE SEWER (SANITARY OR STORM), WATER MAINS AND LATERALS CROSS, VERTICAL AND HORIZONTAL SEPARATION SHALL BE MAINTAINED PER NAC ENGINEER AND CONACTOR TO REFERENCE SECTION 445A6715 TO SECTION 445A6718 THE ADMINISATIVE CODE FOR UTILITY SEPARATION AND CLEARANCES Exp 06/30/18
2 36" SD W W W W W W W W W W W W W W W W 12" W W W W W W W W W W W 36" SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S 12" W W W W W W W W W W W W W W W E W W W W W W W W 10" W W W W W W W W W W W W W W W W W Exp 06/30/18
3 36" SD 12" W W W W W W W W W W AC= AC= W W W W W W W W W W W W W W W W W 36" SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 12" W W W W W W W W W W W W W W W W W W W W W W W 10" W W W W W W W W W W W W W W W W W Exp 06/30/18
4 N41 58'38"E 8376' N41 58'38"E 4781' 1081' S41 57'46"W N41 57'46"E 1450' L=785, R=1000 Δ=45 00'00" 1762' S86 58'50"W 1890' S86 58'50"W L=275, R=350 Δ=45 00'00" 6982' 1784' L=3142, R=2000 Δ=90 00'00" 3685' Δ=20 42'22" L=1084, R=3000 L=2168, R=3000 Δ=41 24'43" Δ=20 42'22" L=1084, R= ' Δ=90 00'12" L=3142, R=2000 N48 00'15"W 734' 880' Δ=90 00'00" L=2356, R= ' 370' 630' 3360' L=785, R=500 Δ=90 00'00" 1950' 14372' 1950' L=785, R=500 Δ=90 00'00" 3511' L=2357, S41 59'45"W 368' Δ=90 00'55" S41 59'45"W 632' R=1500 L=394, R=250 Δ=90 12'10" S47 48'05"E 447' N42 12'14"E 1549' 684' S41 59'45"W 632' 695' Exp 06/30/18
5 36" SD 36" SD AC= AC= Exp 06/30/18
6 Exp 06/30/18
7 PCC JOINT DETAILS PAVEMENT PATCH á STORM DRAIN MANHOLE DROP INLET TYPE 4-R, PRECAST Exp 06/30/18 TYPE 2 CURB RAMP CURB AND GUTTER SIDEWALK ENCH EXCAVATION AND BACKFILL
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