Document Fernley_doc_6a10c17acb

C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:34:22 PM, AcroPlot.pc3 GENERAL NOTES FOR ROADWAY GEOMETRICS 1. THE ENGINEER SHALL SUBMIT A TRAFFIC REPORT AND PAVEMENT SECTION DESIGN WITH THE IMPROVEMENT PLANS, UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. 2. THE ENGINEER OF RECORD SHALL SUBMIT THE PAVEMENT MIX DESIGN TWO WEEKS PRIOR TO PAVING TO THE CITY OF FERNLEY PUBLIC WORKS DEPARTMENT FOR REVIEW. 3. DESIGN OF THE STRUCTURAL SECTION FOR ASPHALT CONCRETE PAVEMENT FOR BOTH PUBLIC AND PRIVATE STREETS SHALL CONFORM TO THE PROCEDURES AS SET FORTH IN THE CURRENT ASPHALT INSTITUTE MANUAL SERIES NO. 1 (MS-L) OR AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) DESIGN GUIDE , BASED ON SUBGRADE STRENGTH VALUES DETERMINED BY RESILIENT MODULUS (MR) VALUE, RESISTANCE VALUE OR CALIFORNIA BEARING RATIO (CBR), AND TRAFFIC DATA PROVIDED IN APPROVED TRAFFIC STUDY FOR THE PROJECT. SUFFICIENT TESTS SHALL BE MADE TO FULLY EVALUATE EACH DIFFERENT SOIL TYPE IN THE PROJECT. MAJOR ARTERIAL, MINOR ARTERIAL, INDUSTRIAL AND COMMERCIAL STREETS SHALL BE A TYPE 2 AC-20P ASPHALT CONCRETE (AC) PAVEMENT MIX DESIGN WITH HYDRATED LIME (MINERAL FILLER) ADDED AT ONE AND ONE-HALF PERCENT OF THE WEIGHT OF THE DRY AGGREGATES. COLLECTOR AND LOCAL/RESIDENTIAL STREETS SHALL BE A TYPE 3 AC-20 ASPHALT CONCRETE (AC) PAVEMENT MIX DESIGN WITH HYDRATED LIME (MINERAL FILLER) ADDED AT ONE AND ONE-HALF PERCENT OF THE WEIGHT OF THE DRY AGGREGATES. THE MINIMUM DESIGN LIFE OF THE STRUCTURAL SECTION SHALL BE 20 YEARS. MINIMUM STREET STRUCTURAL SECTIONS FOR BOTH PUBLIC AND PRIVATE STREETS SHALL BE 3" AC ON 6" OF TYPE 2, CLASS B AGGREGATE BASE FOR LOCAL/RESIDENTIAL STREETS, 3" AC ON 6" TYPE 2, CLASS B AGGREGATE BASE FOR MINOR ARTERIAL, INDUSTRIAL, COMMERCIAL AND COLLECTOR STREETS, AND 4" AC ON 6" TYPE 2, CLASS B AGGREGATE BASE FOR EXPRESSWAYS AND MAJOR ARTERIAL STREETS. ALL STREETS, BOTH PUBLIC AND PRIVATE,WHICH ARE TO BE UTILIZED BY CONSTRUCTION VEHICLES DURING DEVELOPMENT, SHALL BE DESIGNED TO CARRY THE MAXIMUM ANTICIPATED LOADS. CONCRETE STREETS MAY BE PERMITTED UPON APPROVAL OF STRUCTURAL DESIGNS BY PUBLIC WORK. STRIPING AND SIGNAGE 1. PAVEMENT STRIPING SHALL BE NDOT TYPE II WATERBORNE PAINT WITH A MINIMUM FILM THICKNESS OF 25 MILS APPLIED IN TWO COATS. DROP ON GLASS BEADS SHALL BE APPLIED ON SECOND COAT. SEE SECTION 632 OF THE CURRENT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (SILVER BOOK). 2. PAVEMENT SYMBOL MARKINGS, YIELD LINES, AND STOP BARS SHALL BE REFLECTIVE THERMOPLASTIC MATERIAL MEETING THE CURRENT SPECIFICATIONS FROM SECTION 634 OF THE SILVER BOOK. 3. THE DESIGN AND INSTALLATION OF TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. TRENCHING AND PATCHING 1. THE DESIGN AND INSTALLATION OF TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. TABLE A MIN. ID DRAIN SIZE 2" 4" 6" 8" RP SIZE 3/4 - 1 ½" 1 ¼ - 2" 2 ¼ - 3" 4 - 10" AIR GAP SEPARATION 1. THE TANK AND PUMP SHALL BE DESIGNED TO SUIT CUSTOMER'S NEEDS. 2. AN AIR GAP (THE DISTANCE BETWEEN THE LOWEST POINT OF THE SUPPLY LINE ANDOVERFLOW ELEVATION OF THE RECEIVING TANK) MUST BE AT LEAST 2 TIMES THE DIAMETER OF THE SUPPLY LINE, WITH A MINIMUM AIR GAP OF 3. FREEZE PROTECTION SHALL BE PROVIDED FOR THE SUPPLY PIPE AND THE RECEIVING TANK WHERE NECESSARY. 4. THE WATER METER SHALL BE LOCATED UPSTREAM OF THE AIR GAP. 5. AIR GAP BYPASSES MUST BE AUTHORIZED BY THE UTILITY. TYPICAL LOCATIONS WHERE RP ASSEMBLIES ARE REQUIRED (THIS LIST IS ACCORDING TO NAC 445A.67195, CITY OF FERNLEY MAY REQUIRE AN RP FOR APPLICATIONS NOT LISTED HERE): A BUILDING THAT: x CONTAINS A HOTEL, MOTEL, CASINO, CONDOMINIUM OR TOWNHOUSE, OR ANY APARTMENTS; x IS USED FOR UNIDENTIFIED COMMERCIAL PURPOSES; x UTILIZES ANY SEWAGE PUMPS OR EJECTORS; x UTILIZES A HYDRONIC HEATING SYSTEM WITH A CHEMICAL ADDITIVE; x HAS A BAPTISMAL FONT; x UTILIZES A BOTTLING SYSTEM; x IS A BREWERY, CANNERY, PACKING HOUSE, DAIRY PROCESSING FACILITY, RESTAURANT, OR OTHER FACILITY WHERE FOOD IS PROCESSED OR SERVED, DENTAL CLINIC, MEDICALFACILITY, HOSPITAL, CONVALESCENT HOME, SANITARIUM, MORGUE, MORTUARY, FACILITY FOR CONDUCTING AUTOPSIES, LABORATORY, SCHOOL, COLLEGE, UNIVERSITY, PUBLISHING OR PRINTING FACILITY, VETERINARY CLINIC, PET SHOP, PET GROOMING FACILITY, LAUNDRY OR DRY CLEANING FACILITY, DYEING FACILITY, ANY ELECTROCHEMICAL PLATING FACILITY, FACILITY THAT HAS A POOL OR SPA, A PARK FOR MOBILE HOMES OR RECREATIONAL VEHICLES, FACILITY FOR PRODUCTION OF POWER, FACILITY THAT HANDLES, PROCESSES OR STORES RADIOACTIVE MATERIALS, FACILITY THAT PROCESSES SAND OR GRAVEL, FACILITY THAT MANUFACTURES OR UTILIZES CHEMICALS, FACILITY FOR THE MANUFACTURING, REPAIR, OR WASHING OF MOTOR VEHICLES, FACILITY FOR MANUF. OR PROCESSING OF FILM, FACILITY FOR MANUFACTURING OF ICE, A FACILITY FOR MANUF., PROCESSING OR CLEANING OF METAL, FACILITY FOR MANUF. OF ANY RUBBER, FACILITY FOR MANUF. OF ANY PAPER, ANY FACILITY FOR MANUF., PROCESSING OR FABRICATION, CLASS 4, CLASS 5, OR CLASS 6 FIRE SPRINKLER SYSTEMS, IRRIGATION SYSTEMS WHERE CHEMICALS ARE INJECTED OR BOOSTER PUMPS ARE ADDED. TYPICAL LOCATIONS WHERE DC OR PVB/SVB ASSEMBLIES OR AIR GAPS ARE REQUIRED (THIS LIST IS ACCORDING TO NAC 445A.67195, CITY OF FERNLEY MAY REQUIRE A DC, PVB/SVB OR AG FOR APPLICATIONS NOT LISTED HERE): A DC IS REQUIRED FOR A BUILDING WITH CLASS 1, CLASS 2, OR CLASS 3 FIRE SPRINKLER SYSTEMS, A SITE WITH AN AUXILIARY WATER SUPPLY, AND A SITE WITH TWO METERS. A PVB/SVB IS REQUIRED FOR IRRIGATION SYSTEMS WITH NO PUMPS OR CHEMICAL INJECTION SYSTEMS. AN AIR GAP IS REQUIRED FOR STORM DRAINAGE SYSTEMS, SEWAGE COLLECTION, DISTRIBUTION, OR TREATMENT SYSTEMS, AND FILL LOCATIONS FOR PORTABLE SPRAYING OR CLEANING EQUIPMENT. CITY OF FERNLEY CROSS-CONNECTION CONTROL PROGRAM REQUIREMENTS 1. ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE INSPECTED BY A UTILITYREPRESENTATIVE AND A TEST FORM (COMPLETED BY A HEALTH DISTRICT CERTIFIED TESTER)MUST BE SUBMITTED TO CITY OF FERNLEY BEFORE SERVICE IS ACTIVATED. 2. THE TEST FORM MUST BE SUBMITTED TO CITY OF FERNLEY ANNUALLY WITHIN 30 DAYS OF THE ASSEMBLY INSTALLATION ANNIVERSARY DATE. 3. CITY OF FERNLEY MAY TEST THE ASSEMBLY AT ANY TIME AT ITS OWN EXPENSE. 4. THE CUSTOMER IS RESPONSIBLE TO PROTECT HIS/HER SYSTEM FROM THERMAL EXPANSION BY INSTALLING EITHER AN EXPANSION TANK OR PRESSURE RELIEF VALVE IN THE FEED LINE TO THE WATER HEATER (NO PROTECTION COULD RESULT IN SERIOUS DAMAGE AND/OR INJURY). 5. ALL ASSEMBLIES MUST BE USC APPROVED. 6. ALL WATER USED DURING CONSTRUCTION SHALL BE METERED AND SHALL FLOW THROUGHAN APPROVED BACKFLOW PREVENTION ASSEMBLY. UNAUTHORIZED FIRE HYDRANT USAGE SHALL RESULT IN COLLECTION OF REVENUES, FINES, POSSIBLE LEGAL ACTION, AND INVOLVEMENT OF STATE/LOCAL LICENSING BOARDS. 7. IF A CONTINUOUS WATER SUPPLY IS CRITICAL TO A PREMISE, PARALLEL ASSEMBLIES SHOULD BE INSTALLED. 8. IT IS THE CUSTOMER'S RESPONSIBILITY TO ACCOUNT FOR PRESSURE LOSSES FROM THE ASSEMBLY. 9. BACKFLOW PREVENTION SHALL NOT BE RELOCATED, REMOVED, OR REPLACED WITHOUT PRIOR APPROVAL FROM CITY OF FERNLEY. 10. PLEASE NOTE THAT THE REQUIRED ASSEMBLIES PROTECT THE PUBLIC WATER SYSTEM ONLY. 11. ENGINEER TO PROVIDE DOCUMENTATION THAT THE ASSEMBLIES ARE USC APPROVED. 200 , 133 P SD GENERAL NOTE FOR ALL DETAILS 1. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OR ORANGE BOOK). GENERAL NOTES FOR WATER SERVICE 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE PROVISIONS OF OSHA AND CHAPTER 618 OF NRS, IN THE CONSTRUCTION PRACTICES FOR ALL EMPLOYEES DIRECTLY ENGAGED IN THE COMPLETION OF THIS PROJECT. 2. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK ACCORDING TO GENERALLY ACCEPTED CONSTRUCTION PRACTICES. 3. ALL UNDERGROUND VALVES LARGER THAN TEES, ETC., SHALL BE COATED IN MASTIC. 4. NOTIFY CITY OF FERNLEY 48 HOURS PRIOR TO THE START OF CONSTRUCTION. 5. FIBER-REINFORCED PORTLAND CEMENT CONCRETE SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4000 PSI MIN. COMPRESSIVE STRENGTH @ 28 DAYS; MIN 6 SACKS OF CEMENT PER CUBIC YARD WITH A MAX. WATER/CEMENT RATIO OF 0.45; AIR ENTRAINMENT 6% ± 1.5%; SLUMP AT 1 TO 4 INCHES; ALL MATERIALS SHALL CONFORM TO SECTION 202. POLYPROPYLENE FIBERS SHALL BE ADDED TO THE P.C.C. PER THE MANUFACTURERS RECOMMENDATIONS. 6. NO OTHER UTILITIES MAY BE PLACED IN A WATER OR SEWER TRENCH. 7. BACKFLOW PREVENTION IS REQUIRED PER DETAILS # 31 THRU # 40. RESIDENTIAL SUBDIVISIONS DO NOT TYPICALLY REQUIRE DETAILS # 31 THRU # 40. CITY OF FERNLEY WILL NOTIFY WHEN THESE SHEETS ARE REQUIRED. 8. CONTRACTORS SHALL COMPLY WITH HOST EMPLOYER (CITY OF FERNLEY) SAFETY PROGRAM 9. CONTRACTOR IS RESPONSIBLE FOR REVIEWING HOST EMPLOYER'S SAFETY PROGRAM. CONTRACTOR AT PRE-BID SHALL FURNISH CITY OF FERNLEY SAFETY RECORDS FROM THE LAST THREE YEAR PERIOD AND A COPY OF ITS OWN COMPANY SAFETY PROGRAM. 10. ALL VALVE BOXES, MANHOLE STRUCTURES, AND CLEANOUTS SHALL BE MARKED AND ACCESSIBLE AT ALL TIMES. 11.FOR DETAILS NOT SHOWN, CONTACT CITY OF FERNLEY @ [PHONE REDACTED], FAX [PHONE REDACTED]. 12. THE OWNER IS RESPONSIBLE FOR FURNISHING QUALIFIED SITE INSPECTIONS DURING CONSTRUCTION OF PUBLIC IMPROVEMENTS. 13.CITY OF FERNLEY SHALL APPROVE OF THE INSPECTOR & TESTING FIRM PRIOR TO CONSTRUCTION. 14. THE INSPECTOR SHALL INVENTORY ALL CONSTRUCTION MATERIALS TO ENSURE QUALITY CONTROL. REJECTION OF DEFECTIVE MATERIALS MUST BE COORDINATED WITH CITY OF FERNLEY. 15.PERFORM PLASTIC PIPE BALL AND MANDREL TESTS ON NEWLY INSTALLED SEWER PIPE IN ACCORDANCE WITH SECTION 336.03.09 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 16.PERFORM AIR PRESSURE TESTING ON NEWLY INSTALLED SEWER PIPE IN ACCORDANCE WITH SECTION 336.03.07.04 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 17. ALL NEW PUBLIC WATER MAINS SHALL BE 8" OR LARGER. 18.CONTRACTOR IS RESPONSIBLE TO MAKE FIELD MEASUREMENTS TO LOCATE AND SIZE EXISTING FACILITIES OR UNDERGROUND UTILITIES. 19.PLACE CHLORINE TABLETS IN WATER LINES AS FOLLOWS: 3 TABLETS PER 6" DIAMETER OF LINE; 4 TABLETS PER 8" DIAMETER LENGTH OF LINE; 5 TABLETS PER 10" DIAMETER LENGTH OF LINE; 6 TABLETS PER 12" OR GREATER DIAMETER LENGTH OF LINE; TABLETS MUST BE GLUED AT EQUALLY SPACED INTERVALS TO INSIDE OF PIPE USING APPROVED ADHESIVE. DISINFECTION SHALL MEET AWWA STANDARD C651. 20.CONTRACTOR SHALL SUBMIT CUT SHEETS & SHOP DRAWINGS FOR REVIEW TO THE PROJECT ENGINEER, AND/OR THE UTILITY ENGINEER PRIOR TO ORDERING CONSTRUCTION MATERIALS. A SIGNED SET OF DRAWINGS MUST ALWAYS BE AVAILABLE ONSITE DURING CONSTRUCTION. 21.PER THE CITY OF FERNLEY RULES AND REGULATIONS, SECTION 1.04.054, A BOND MUST BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. WATER MAIN PRESSURE & BACTERIA TESTING 1. CONTRACTOR SHALL MAINTAIN TEST PRESSURE WITHIN 5 PSI FOR A PERIOD OF 2 HOURS. TEST PRESSURE SHALL BE 150 AND 200 PSI, PER PRESSURE ZONE, AS INDICATED ON PLANS. 2. ALLOWABLE LEAKAGE SHALL BE DETERMINED BY THE FOLLOWING: ALLOWABLE LEAKAGE (GALLONS PER HOUR) = WHERE S = LENGTH OF PIPE IN TEST SECTION (FEET) D = PIPE DIAMETER (INCHES) P = TEST PRESSURE (PSIG) 3. LEAKAGE SHALL BE MEASURED BY THE VOLUME OF WATER REQUIRED TO MAINTAIN THE TEST PRESSURE WITHIN 5 PSI FOR THE TEST PERIOD, NOT THE DROP IN PRESSURE. 4. INSPECTOR IS RESPONSIBLE FOR OBTAINING AND DELIVERING TESTING LAB SAMPLE BOTTLES AND COLLECTING SAMPLES FOR BACTERIA TESTING. INSPECTOR SHALL PRESENT TEST RESULTS TO THE UTILITY. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (RP): 1. THE RP SHALL ALWAYS BE INSTALLED ABOVE GRADE AND WILL NOT BE ALLOWED IN BASEMENTS. 2. A DRAIN SHALL BE INSTALLED IN THE BOX FOR OUTDOOR INSTALLATIONS AND A DAYLIGHT DRAIN AND A FLOOR DRAIN SHALL BE INSTALLED FOR INDOOR INSTALLATIONS. REFER TO TABLE A FOR MINIMUM REQUIRED DRAIN SIZES. 3. AN AIR GAP (VERTICAL PHYSICAL SEPARATION) OF AT LEAST 2 TIMES THE DIAMETER OF THE RELIEF VALVE OPENING, WITH A MINIMUM OF SHALL BE MAINTAINED BETWEEN THE WATER DISCHARGE POINT ON THE RELIEF VALVE AND THE DRAIN OR 1" ABOVE THE MINIMUM FLOOD LEVEL, WHICHEVER IS HIGHEST. DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY (DC): 1. BELOW GROUND VAULTS SHALL REMAIN DRY THROUGHOUT THE YEAR. PRESSURE VACUUM BREAKER (PVB) SPILL RESISTANT PRESSURE VACUUM BREAKER (SVB) BACKFLOW PREVENTION ASSEMBLY: 1. THE PVB SHALL NOT BE SUBJECT TO ANY BACK PRESSURE FROM: ELEVATED PIPING, INJECTION SYSTEMS, COMPRESSED AIR, PUMPS, OR OTHER MEANS. IF BACK PRESSURE EXISTS, AN RP MUST BE INSTALLED. DC, RP, AND PVB/SVB ASSEMBLIES: 1. SUPPORTS SHALL BE PROVIDED AS NECESSARY. 2. ELECTRIC SUPPLY SOCKETS SHALL BE AWAY FROM RELIEF VALVE & TESTCOCK. 3. FREEZE PROOF INSULATED BOX AND 1 TYPE OF HEAT ARE REQUIRED. 2 TYPES ARE STRONGLY RECOMMENDED. 4. PLACE WATERTIGHT, FLEXIBLE SEALANT AT PIPE PENETRATIONS. 5. INSULATED BOX SHALL EITHER SWING CLEAR OF ASSEMBLY OR BE SIZED TO PROVIDE CLEARANCES SHOWN IN THE DETAILS. 6. SPRING LOADED LID IS REQUIRED ON LARGE BOXES. 7. EITHER VALVE BOXES OR PIPE RISERS MAY BE USED FOR THE SHUT OFF VALVES. 8. MANUAL SHUTOFF VALVES SHALL BE BRASS GLOBE OR CURB VALVE SIZED THE SAME AS SERVICE LINE. 9. DRAIN CONFIGURATION SHALL BE AN INLINE TEE TO BRASS SHUTOFF VALVE WITH A RUBBER SEAT & SCHEDULE 80 1/2" 90° ELBOW WITH FEMALE THREADS. ADD 1/2" RED FREEZE KING DRAIN. 10.USE 2 FULL TURNS OF TEFLON TAPE ON ALL THREADED JOINTS. 11.NO STOP AND WASTE VALVES. 12. ADEQUATE CLEARANCE MUST BE PROVIDED FOR OPERATION OF VALVES AND REPAIR AND TESTING OF THE ASSEMBLIES. 13.NO OUTLET, TEE, OR AN CONNECTION MAY BE MADE TO THE SERVICE LINE BETWEEN THE METER AND THE ASSEMBLY. 14. ALL ASSEMBLIES MUST BE INSTALLED IN THE HORIZONTAL ORIENTATION UNLESS USC APPROVED IN A DIFFERENT ORIENTATION. 15. ASSEMBLIES MUST BE INSTALLED AS CLOSELY AS PRACTICAL TO THE WATER METER. 16.CITY OF FERNLEY RECOMMENDS PROTECTING THE ASSEMBLIES FROM VANDALISM IN SUSCEPTIBLE AREAS. REQUIRED CLEARANCES MUST STILL BE MET AND UTILITY ACCESS MUST BE PROVIDED. 17. ASSEMBLIES LESS THAN 2" REQUIRE 1 CU. FT OF CLEAN GRAVEL AND ASSEMBLIES GREATER THAN OR EQUAL TO 2" REQUIRE 8 CU. FT OF CLEAN GRAVEL FOR ALL DRAINS. DETAIL IDs 7 THRU 16 RESERVED FOR FUTURE USE GENERAL NOTES FOR SANITARY SEWER 1. SEWER LINE CLEANING SHALL BE PERFORMED WITH HYDRAULICALLY PROPELLED, HIGH-VELOCITY JET, MECHANICALLY POWERED EQUIPMENT, OR OTHER PUBLIC WORKS APPROVED DEVICES. THE CLEANING SHALL RESTORE THE SEWER LINES TO A MINIMUM OF 95% OF THE LINES ORIGINAL CARRYING CAPACITY. FINAL ACCEPTANCE SHALL BE MADE AFTER SUCCESSFUL INSPECTION TO THE PUBLIC WORKS INSPECTORS SATISFACTION THAT THE CONDITIONS ABOVE HAVE BEEN MET. 2. SEWER GRADES SHALL BE VERIFIED AT EACH MANHOLE. INSPECTOR SHALL VERIFY PROPER OPERATION OF LEVELING EQUIPMENT AND PROCEDURE. 3. ALL NEW PUBLIC COLLECTOR SEWERS SHALL BE 8 INCHES OR LARGER. GENERAL NOTES FOR E-ONE SEWER 1. MINIMUM BURY DEPTH IS 30 INCHES. 2. ALL LOW PRESSURE FORCE MAIN PIPING SHALL BE SDR 21 PVC FOR 2" AND 3" MAINS AND C900 PVC FOR 4" AND LARGER MAINS. 3. INSTALL AIR-RELEASE VALVES AT SYSTEM HIGH POINTS OR EVERY 2000 FT OF PIPE RUN. 4. INSTALL FLUSHING STATIONS AND ISOLATION VALVES AT EVERY 1500 FT OF PIPE RUN AND WHENEVER TWO OR MORE MAINS COME TOGETHER. 5. 'LOOPED' SYSTEMS ARE NOT ALLOWED. 6. SIZE SEWER MAINS IN ACCORDANCE WITH TABLES 4 AND 7 (MAXIMUM NUMBER OF GRINDER PUMP CORES OPERATING DAILY AND SCH 40 PVC PIPE FLUID DYNAMICS) FROM THE ENVIROMENT-ONE CATALOG. 7. USE OF ENVIROMENT-ONE SYSTEM COMPONENTS HAS BEEN AUTHORIZED BY THE UTILITY. ALTERNATE SYSTEM WILL BE REVIEWED ON A CASE-BY CASE BASIS. 8. 'FLAPPER' TYPE STOP-CHECK VALVES SHALL BE INSTALLED AS CLOSE TO THE MAIN LINE AS FEASIBLE. GEOTECHNICAL NOTE: 1. BACKFILL OF L.P. SEWER TRENCHES SHALL BE IN ACCORDANCE WITH THE DETAIL ON PAGE ONE OF THESE CITY OF FERNLEY STANDARDS. THE REQUIREMENT FOR CLASS BEDDING SAND MAY BE WAIVED IF THE TRENCH IS IN A NON-STRUCTURAL LOCATION AND THE NATIVE MATERIAL HAS A PLASTICITY INDEX OF LESS THAN 20. SYSTEM TESTING: 1. THE CITY OF FERNLEY OR IT'S AUTHORIZED INSPECTOR SHALL INSPECT ALL SYSTEMS PRIOR TO BURIAL. 2. COMPACTION TESTING (>90% ASTM D1557A) IS REQUIRED IN ALL STRUCTURAL AREAS. 3. HYDROSTATIC ALLY TEST THE LINE TO 150% OF DEAD HEAD PRESSURE (90 psi) FOR 2 HOURS. SYSTEM SHALL NOT LOSE MORE THAN 5 psi WITHIN THIS TESTING PERIOD. GENERAL NOTES DATE REVISIONS BY 1 05/08 RELOCATED NOTES WITH DETAIL ID GENERAL NOTES DATE REVISIONS BY 2 05/08 RELOCATED NOTES WITH DETAIL ID GENERAL NOTES DATE REVISIONS BY 3 05/08 RELOCATED NOTES WITH DETAIL ID GENERAL NOTES DATE REVISIONS BY 4 05/08 RELOCATED NOTES WITH DETAIL ID GENERAL NOTES DATE REVISIONS BY 5 05/08 RELOCATED NOTES WITH DETAIL ID GENERAL NOTES FOR CONCRETE WORK 1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE CITY EXCAVATION PERMIT INSPECTOR OR APPLICABLE ENGINEER OF RECORD 2. FIBER-REINFORCED PORTLAND CEMENT CONCRETE SHALL HAVE THE FOLLOWING CHARACTERISTICS; 4000 PSI MIN. COMPRESSIVE STRENGTH @ 28 DAYS. MIN. 6 SACKS OF CEMENT PER CUBIC YARD WITH A MAX. WATER/CEMENT RATIO OF 0.45. AIR ENTRAINMENT 6% ± 1.5%. SLUMP AT 1 TO 4 INCHES. ALL MATERIALS SHALL CONFORM TO SECTION 202. POLYPROPYLENE FIBERS SHALL BE ADDED TO THE P.C.C. PER THE MANUFACTURERS RECOMMENDATIONS. 3. COMMERCIAL DRIVEWAYS SHALL HAVE #4 BARS AT 18" ON-CENTER LONGITUDINAL AND TRANSVERSE EXTENDING INTO GUTTER PAN AND DRIVEWAY WINGS. MINIMUM 2" CONCRETE COVER FOR ALL REINFORCING BARS. 4. IF EXPANSION JOINT EXISTS WITHIN 4 FEET OF DRIVEWAY, REMOVE SIDEWALK AND CURB AND GUTTER TO THAT JOINT. 5. CONCRETE REMOVAL SHALL BE TO NEAT SAWCUT LINES 6. REMOVE CONCRETE WHEN CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXIST 7. DEPRESSED CURB LENGTH TO MATCH DRIVEWAY WIDTH 8. WEAKENED PLAIN JOINTS AT 5'-0" 0.C. WITH EXPANSION JOINT IF NECESSARY GENERAL NOTES DATE REVISIONS BY 6 05/08 RELOCATED NOTES WITH DETAIL ID DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING MU 12/03 UPDATE DETAIL NUMBERING MU 06/07 GENERAL REVISIONS, SEE DETAIL FOR SPECIFICS EB 11/07 NDEP EDITS, SEE DETAILS FOR SPECIFICS EB 03/08 NUMBERING SCHEME AND TEXT EDITS LP 04/08 GLOBAL REVISIONS AND RENUMBERING LP Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION GENERAL NOTES MAY 2008 JAM EB 1 1 OF 12 IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:34:50 PM, AcroPlot.pc3 THRUST BLOCK BEARING AREAS (IN SQ. FT.) #4 BARS (BEND OVER VALVE BODY) 2" HOOKS (MIN.) WATER MAIN NOTES: FINISH GRADE CROSS W / PLUG 20 14" SIZE OF PIPE 24" 18" 16" 45 65 27 6" 8" 10" 12" 4" 12 16 4 7 90° BEND 2 6 12 25 35 15 13 18 8 10 6 4 4 45° BEND 1 5 3 2 2 1 TYPICAL INSTALLATION TYPICAL INSTALLATION REDUCER 90° BEND 45° BEND 20 14 32 46 18 45 65 27 12 8 5 4 2 16 12 7 4 2 SEE DETAIL 20 SEE DETAIL SEE DETAIL SEE DETAIL 45 65 27 SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL 16 12 7 4 2 REDUCER N/A TEE W/ PLUG NOTES: SERVICE CLAMP NOTES: METER SET AND BOX SINGLE SERVICE DUAL SERVICE TO SERVICE TO MAIN 3/4" PE PIPE 3/4" X 48' EYE BOLT FINISHED GRADE OF STREET PRESSURE PLATE 4" GALV. WASHERS 4'x5/8" REBAR 4'x5/8" REBAR 4"x6" GALV. NIPPLE 4"x12" GALV. NIPPLE 4"x90° GALV. ELBOW 3/4"x48" EYE BOLT 17" MAG. ANODE 17" MAG. ANODE TO MAIN FLOW MAIN SERVICE SERVICE MAIN NOTES: NOTES: PO X FLG ADPT BOLT / NUT / GASKET SET MAIN SINGLE SERVICE CENTER SERVICE IN BOX END CAP THRUST BLOCK TYPICAL 4-WAY VALVE TREE & STUB TYPICAL 3-WAY VALVE TREE & STUB NOTES: 1. THERE SHALL BE NO OBSTRUCTION WITHIN 3' OF METER BOX. 2. CITY OF FERNLEY SHALL SET METER IN YOKE AND LOCK OUT AFTER SUCCESSFUL BACTERIOLOGICAL TEST. 48 HOURS ADVANCE NOTIFICATION IS REQUIRED. 3. FENCING SHALL IN NO WAY PREVENT ACCESS BY CITY PERSONNEL FOR READING AND FOR MAINTENANCE. METER BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS OR SIDEWALKS AND THE FRONT OF THE METER BOX SHALL BE INSTALLED NO CLOSER THAN 1' AND NO FURTHER THAN 4' BEHIND BACK OF WALK. 4. TUBING (3/4" & 1" ) SHALL BE PE- COPPER TUBE SIZE EQUIVALENT. 5. ALL PIPE AND FITTINGS SHALL BE 200 PSI PRESSURE RATED. 6. H-20 CONCRETE BOXES & LID ASSEMBLIES SHALL BE USED IN ALL HEAVY TRAFFIC AREAS. 7. CITY OF FERNLEY REQUIRES SENSUS TR / PL METER INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. 8. SERVICES MUST BE CENTERED INSIDE THE BOX WITH DIRT 4" BELOW IDLER. H-15457 FEMALE IRON PIPE BY COPPER TUBING SIZE INSTATITE OR MUELLER (or Approved Equal) COMPRESSION FITTING ADAPTER (ALL INSTATITE FITTINGS SHALL HAVE 6 WRAPS OF DUCT-TAPE AROUND EACH FITTING AT THE CONNECTION WITH PE PIPE). METERS SHALL BE: 1. SENSUS SR(TR / PL) INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. 2. SR-II(TR / PL) 1" FOR 1 1/2" SERVICE INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. THERE WILL BE NO METER SETS WITHIN 3' OF ANY TRANSFORMER. 3. ALL METERS TO BE PURCHASED FROM CITY OF FERNLEY. CHRISTY 62D85 2-PIECE STEEL TRAFFIC LID CONCRETE NON-TRAFFIC OR FIBRELYTE LID WITH TRPL READER HEAD (HOLE SIZE = CONTRACTOR SHALL FABRICATE HOLE IF NECESSARY INSULATION BLANKETS TO BE PROVIDED FOR ALL METER BOXES. 1" PE PIPE - DUAL SERVICE 3/4" PE PIPE - SINGLE SERVICE 1-3/4" X 7" BRANCH CONNECTION 3/4" PE PIPE CHRISTY B36 OR FIBRELYTE METER BOX WITH EXTENSIONS CHRISTY B16 OR FIBRELYTE METER BOX WITH EXTENSIONS 1" MIN. Ø PE PIPE 2'-6" ABOVE FINISHED GRADE 4" MIN - 12" MAX CENTERED IN BOX 4" MIN - 12" MAX 18" TO 22" 25.5" 6" MIN 4" MIN - 12" MAX 1. THERE SHALL BE NO OBSTRUCTIONS WITHIN 3' OF METER BOX. 2. CITY OF FERNLEY SHALL SET METER IN YOKE AND LOCK OUT AFTER SUCCESSFUL BACTERIOLOGICAL TEST, 48 HOURS ADVANCE NOTIFICATION IS REQUIRED. 3. FENCING SHALL IN NO WAY PREVENT ACCESS BY CITY PERSONNEL FOR READING AND FOR MAINTENANCE. METER BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS OR SIDEWALKS AND THE FRONT OFMETER BOX SHALL BE INSTALLED NO CLOSER THAN 1' AND NO FURTHER THAN 4' BEHIND BACK OF WALK. 4. ALL PIPE AND FITTINGS SHALL BE 200 PSI PRESSURE RATED. 5. H-20 CONCRETE BOXES & LID ASSEMBLIES SHALL BE USED IN ALL HEAVY TRAFFIC AREAS. 6. METER SIZES LARGER THAN 2" SHALL BE DESIGNED BY AN ENGINEER AND APPROVED BY CITY OF FERNLEY. 7. METER SIZES LARGER THAN 3" SHALL INCLUDE A BYPASS LINE TO BE DESIGNED BY AN ENGINEER. 8. CITY OF FERNLEY REQUIRES SENSUS TR / PL METER INCLUDING MXU MODEL 520R SENSUS RADIO READ MODULE. H-15457 FEMALE IRON PIPE BY COPPER TUBING SIZE MUELLER (or Approved Equal) COMPRESSION FITTING ADAPTER (ALL INS FITTINGS SHALL HAVE 6 WRAPS OF DUCT-TAPE AROUND EACH FITTING AT THE CONNECTION W/ PE PIPE). 4" MIN - 12" MAX METERS SHALL BE: 1. SENSUS SR(TR / PL) INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. 2. SR-II(TR / PL) 1" FOR 1 1/2" SERVICE INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. THERE WILL BE NO METER SETS WITHIN 3' OF ANY TRANSFORMER. 3. ALL METERS TO BE PURCHASED FROM CITY OF FERNLEY. 25.5" 18" - 22" 6" MIN INSULATION BLANKETS TO BE PROVIDED FOR ALL METER BOXES. MUELLER (or Approved Equal) CURB STOP B-20283 1 1/2" or 2" PE PIPE SERVICE CENTERED INSIDE BOX CHRISTY B36 METER BOX WITH EXTENSIONS 4" MIN - 12" MAX 1. THRUST BLOCKS TO BE CONSTRUCTED OF 3000 PSI CONCRETE. 2. AREAS GIVEN ARE FOR CLASS 150 PIPE AT TEST PRESSURE OF 150 P.S.I. WITH 2000 P.S.F. SOIL BEARING CAPACITY. INSTALLATIONS USING DIFFERENT PIPE, TEST PRESSURES, AND / OR SOIL TYPES SHOULD ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF ENGINEER. 3. BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL. 4. JOINTS AND FACE OF PLUGS TO BE KEPT CLEAR OF CONCRETE. VERTICAL BENDS TYPE OF FITTING TYPE OF FITTING 11 1/4° OR 22 1/2° BEND TEE, VALVE, OR DEAD END TYPE OF FITTING 11 1/4° OR 22 1/2° BEND TEE OR DEAD END CROSS W / PLUG TEE W / PLUG GRAVITY THRUST BLOCKS MUST BE DESIGNED AND DETAILED BY THE PROJECT ENGINEER. 1. GATE VALVE SHALL BE AWWA MUELLER A-2360 RESILIENT SEAT GATE VALVE. 2. SEE THRUST BLOCK BEARING AREAS FOR THRUST BLOCK SIZE. (SEE DETAIL #28) TWO PIPE LENGTH MINIMUM FOR FUTURE STUB FLANGED TEE AND GATE VALVES TWO PIPE LENGTH MINIMUM FOR FUTURE STUB THRUST BLOCK END CAP FLANGED TEE AND GATE VALVES 4" CONCRETE PAD UNDER VALVE ASSEMBLY (TYP.) 4" CONCRETE PAD UNDER VALVE ASSEMBLY (TYP.) 1. GATE VALVE SHALL BE AWWA MUELLER A-2360 RESILIENT SEAT GATE VALVE (OR APPROVED EQUAL). 2. SEE THRUST BLOCK BEARING AREAS FOR THRUST BLOCK SIZE. (SEE DETAIL #28) 3. WHERE CENTER OF PIPE EXCEEDS 5 FOOT DEPTH, PROVIDE EXTENSION STEM WITH STEM GUIDE. 4. ALL VALVES SHALL BE RING TIGHT (RT) RESILIENT SEAT VALVES. 5. VALVES 12" AND SMALLER SHALL BE GATE VALVES AND VALVES LARGER THAN 12" SHALL BE BUTTERFLY VALVES (MUELLER LINESEAL III). 6. CONTRACTOR MUST ENSURE THAT THE VALVE BOX IS CLEAN AND ACCESSIBLE. VALVE BOX AND COVER MARKED "WATER", CHRISTY G5 TRAFFIC VALVE BOX, OR EQUAL. 4" MIN. INSIDE GS BOX 8" STEEL OR C900 BLUE PVC CONDUCTOR PIPE 6" MIN 8" 8" 1. ALL CONNECTIONS SHALL BE MUELLER COMPRESSION COUPLINGS (OR APPROVED EQUAL) OR INSTATITE TAPED WITH 6 WRAPS OF DUCT TAPE AFTER PIPE INSERTED. 2. ALL VALVES SHALL BE RING TIGHT (RT) OR RESILIENT SEAL VALVES. 3. WATER SERVICE LINES SHALL BE 3/4" SDR 7 CLASS 200 (ASTM D2239) OR APPROVED EQUAL. 4. ALL SERVICE LINES SHALL HAVE A MINIMUM TEST PRESSURE RATING OF 200 PSI. 5. LOCATE FRONT OF METER BOX NO CLOSER THAN 1' AND NO FURTHER THAN 4' BEHIND SIDEWALK. WHERE CURB OR SIDEWALK DOES NOT EXIST, LOCATE METER BOX AS DIRECTED BY CITY OF FERNLEY. 6. SERVICE CLAMPS SHALL BE 317 STAINLESS STEEL DOUBLE-STRAP EPOXY-COATED (OR APPROVED EQUAL), O.D. CONTROLLED SADDLE FOR DISTRIBUTION MAINS. 7. ALL SINGLE AND DUAL WATER METER BOXES SHALL HAVE A REMOTE READER CABLE PROVISION IN LID (SEE WATER METER DETAILS #17 & #18). 8. MINIMUM DISTANCE BETWEEN TAPS AND COUPLINGS 18". 9. CORPORATION STOP, CURB STOP, AND SERVICE LINE TO BE THE SAME SIZE. 10. COUPLINGS 3/4" AND 1" SHALL BE COMPRESSION OR INSTATITE COUPLINGS. 1 1/2" & 2" SHALL BE BRASS COMPRESSION COUPLING WITH SLEEVE. 11. CUSTOMERS ARE REQUIRED TO HAVE A SHUTOFF DEVICE ON THEIR SIDE OF THE WATER METER FOR EMERGENCY 12. ALL POLYETHYLINE TUBING SHALL CONFORM TO AWWA STANDARD C901 "POLYETHYLENE (PE) PRESSURE PIPE AND TUBING, ½ INCH THROUGH 3 INCH FOR WATER SERVICE" AND ASTM D2737 SPECIFICATION FOR POLYETHYLENE (PE) PLASTIC TUBING. POLYETHYLENE TUBING SIZE AS DIRECTED 42" MIN COVER 30" MIN COVER 12" 12" 6" 1'-6" 2'-6" PIPE EXTENDED 20' BEYOND LAST VALVE. 5'-0" MIN TO NEAREST SERVICE TAP REDWOOD OR PRESSURE-TREATED BLOCKS 8" COND. PIPE 4" SLEEVE COUPLING 4" SCREW PLUG 10" VALVE BOXES SEE "VALVE" DETAIL #24 THRUST BLOCK (CLASS C CONCRETE) 4" A-2360-6 MUELLER R.S. GATE VALVE W/ SQ. OP. NUT 4" BOLT/NUT / GASKET & 4" COMP FLG 8" - 10" MAIN CALCS REQUIRED FOR LARGER SIZES 12" MIN 18"-24" MAX 40' MIN TO END OF IMPROVEMENT 2'-0" 12" MIN 4" BOLT / NUT / GASKET & 4" COMP FLG 8" 8" 4'x5/8" REBAR 2" 3/4"- 1" WATER METER THRUST BLOCK BEARING AREAS (IN SQ. FT.) VALVE & VALVE BOX 3-WAY & 4-WAY VALVE ASSEMBLIES VERTICAL RESTRAINT 1 1/2" - 2" WATER METER WATER SERVICE CONNECTION PERMANENT FLUSH VALVE ASSEMBLY METER BOX LID WATER WATER MAIN NEOPRENE GASKET 2" NUT 2" PE PIPE NOTES: PAVEMENT SECTION 42" MIN BOLLARDS 1. AT CITY OF FERNLEY DIRECTION, BOLLARDS WILL BE REQUIRED TO PROTECT FIRE HYDRANTS, WATER METERS, ETC. AT ANY LOCATION WHICH IS SUSCEPTIBLE TO DAMAGE PER APPROVED PLANS. 2. ALL WELDS AND BENDS SHALL BE SMOOTH, EVEN AND PAINTED 3. THE CITY OF FERNLEY SHALL PROVIDE THE PADLOCK AND MAINTAIN THE KEYS 30" 6" 30" 42" 36" 36" TAPPING DETAIL ROMAC SST TAPPING SLEEVE EXIST. WATER MAIN TAPPING VALVE FLANGED ELBOW & T.B. FLANGED BY MJ ADAPTER C900 PVC PIPE OR DIP MJ ELBOW & T.B. AIR VALVE 2" MUELLER B25028 MALE BRASS PIPING BY 110 CORP STOP 2" COPPER TUBING SIZE POLYETHYLENE RISER- INSTALL W / CONSTANT UPWARD SLOPE FROM CORP STOP TO ANGLE VALVE CONCRETE BLOCK FOOTING 2" RIGID INSULATION GLUED TO INTERIOR WALLS AND UNDER BOX LID W / CAULKING BROOKS 17" X 28" (MIN.) GROOM F.G. TO SLOPE AWAY FROM BOX IN ALL DIRECTIONS STEEL TRAFFIC LID 4" X 4" REDWOOD SUPPORT - SECURELY STRAP RISER TO THE SUPPORT IN TWO PLACES. DOME CONCRETE TOP CONCRETE COLLAR DRILL 1/8" DRAIN HOLE 2" APCO 145C AIR VALVE OR APPROVED EQUAL 2" MUELLER CURB STOP VALVE CONSTRUCT BRASS VALVE SUPPORT CHAIR 3.5' X 5' X 1' MIN. DRAIN ROCK (3/4" - 1/2") GRAVEL BED BASE FOR METER BOX 1. ALL VALVES SHALL BE BRONZE OR BRASS. ALL PIPE AND FITTINGS SHALL BE BRASS EXCLUDING VENT PIPE. 2. AIR VALVE SHALL BE BETWEEN 2' TO 4' BEHIND SIDEWALK NOTE: 317 STAINLESS STEEL EPOXY-COATED DOUBLE STRAP O.D.-CONTROLLED SADDLE (SEE WATER SERVICE CONNECTION DETAIL,#20). 12" CENTER AIR VAC VALVE IN BOX 2" UNION 30" 12" 6" 30" 30 12" CHRISTY 62D85 OR FIBRELYTE #FL36d LID WITH TWO TRPL HOLE 21" 7/8" TYP. NON-SKID SURFACE DATE REVISIONS BY 17 12/00 WATER METER BYPASS NOTE MU 05/01 MXU WITHIN 8' OF TRANSFORMER MU 09/01 WATER METER LOC. IN DRIVEWAYS MU 03/04 MODIFY MUELLER P / N & PIPE MIN SIZE MU 10/04 ADD FIBRELYTE OPTION, EDIT NOTE 1 MU MISC. TEXT EDITS 06/07 COMPREHENSIVE UPDATE EB 03/08 BULLET 2 TEXT ADDITION LP 7 1 2" 4" 7 1 2" 4" 115 16" 1 2" 8 13 16" TRPL CUT OUT TRPL CUT OUT PAVEMENT SECTION 42" MIN ELBOW ELBOW & T.B. 5/8" ALL THREAD, OR MEGALUG THRUST RESTRAINT. ALTERNATE METHODS MUST BE APPROVED BY THE CITY ENGINEER. CUSTOMER; MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP SERVICE MAIN CUSTOMER; MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP 6" 12' DATE REVISIONS BY 27 06/07 ADD REMOVABLE BOLLARD DETAIL EB 06/07 ADD ARV PROTECTION DETAIL EB DATE REVISIONS BY 26 06/07 GENERAL UPDATES EB 11/07 NDEP EDIT: SCREEN IN 2" GOOSENECK EB DATE REVISIONS BY 28 12/04 ADD "SOIL" TO NOTE #2 03/08 GENERAL NOTES EDITS LP DATE REVISIONS BY 24 10/04 TRACER WIRE ADDED MU 12/04 NOTE TRAFFIC RATED LID 06/07 CHG CONC TO ADD TRACER WIRE EB DATE REVISIONS BY 25 10/04 ADD INSTALLATION NOTE MU 10/04 TITLE EDIT MU 06/07 GENERAL EDITS EB DATE REVISIONS BY 18 12/00 WATER METER BYPASS NOTE MU 05/01 MXU WITHIN 8' OF TRANSFORMER MU 09/01 WATER METER LOC. IN DRIVEWAYS MU 10/04 ADD FIBRELYTE OPTION, EDIT NOTES 1 MU & 2, MISC. TEXT EDITS 06/07 COMPREHENSIVE UPDATE EB 03/08 MISC TEXT EDITS LP DATE REVISIONS BY 20 10/04 REMOVE CURB MARKER TEXT MU MISC TEXT EDITS 11/07 NDEP EDIT: NOTE 12. ADDED EB 03/08 TEXT EDITS LP DATE REVISIONS BY 19 10/04 ADD CHRISTY OPTION, MISC TEXT EDIT MU 06/07 GENERAL EDITS EB DATE REVISIONS BY 21 06/07 ADD THRUST BLOCK REF 12/W-10 EB DATE REVISIONS BY 23 02/01 ADDED DETAIL MU 04/01 THRUST BLOCK FOR VALVE MU DATE REVISIONS BY 22 11/01 ADD TAPPING DETAIL MU 06/07 ADD THRUST BLOCK REF 12/W-10 EB APPROVED B-2434-2 MUELLER (or Approved Equal) METER SETTER, 12" WITH LOCKING CURB STOP & CHECK VALVE (3/4" x 5/8" ONLY) 2x4 REDWOOD OR PRESSURE TREATED WOOD REDWOOD SHALL BE INSTALLED CUSTOMER; MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP TRACER WIRE TRAFFIC-RATED LID MARKED WATER 1. MASTIC ALL EXPOSED METAL 2. INSTALLATIONS AT CITY DESCRETION NOTE: DRILL 1/8" DIA. HOLE IN BOTTOM OF PIPE AND PROVIDE 2 CU.FT. OF DRAIN ROCK BELOW 4" GALV. NIPPLE 2" BRASS OR GALVANIZED, SCREENED 22 TO 24 MESH PER INCH, GOOSENECK OR MUSHROOM RISER VENT-LOCATION AS DIRECTED BY THE ENGINEER. 3/4" OR 1" PE PIPE MUELLER (or Approved Equal) CURB STOP B-20283 MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP CUSTOMER; MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP SAND EXTENSION BOX W/ NO SPACES BETWEEN TOP BOX CONCRETE THRUST BLOCK REFER TO DETAIL #28 CONCRETE THRUST BLOCK WITH 2-#4 REBAR TIES TO VALVE & ELBOW REFER TO DETAIL #28 CONCRETE THRUST BLOCK WITH 2-#4 REBAR TIES TO VALVE & ELBOW REFER TO DETAIL #28 CONCRETE THRUST BLOCK REFER TO DETAIL #28 CHRISTY B-40 TRAFFIC-RATED BOX & CHRISTY 61D75 LID, H-20 RATED HYDRANT PROTECTION DOME CONCRETE TOP 6" DIAMETER SCHEDULE 40 STEEL BOLLARD GROUTED SOLID WITH CONCRETE AND INSTALLED IN A TRIANGULAR PATTERN WITH 2' OF SEPARATION (UNLESS OTHERWISE DIRECTED). EXTERIOR TO BE PAINTED WITH TWO COATS OF 5 MIL (DRY FILM THICKNESS) EPOXY WHITE. MOUND CONCRETE TO ROUTE WATER AWAY FROM POLE MINIMUM SLOPE = 15% (PROVIDE 1" ELEVATION DROP FROM POLE TO EXTERIOR OF CONCRETE COLLAR) BOLLARD REMOVABLE BOLLARD CHRISTY 62D85 2-PIECE STEEL TRAFFIC LID CONCRETE NON-TRAFFIC OR FIBRELYTE LID WITH TRPL READER HEAD (HOLE SIZE = CONTRACTOR SHALL FABRICATE HOLE IF NECESSARY TOP BOX EXTENSION BOX 2x4 REDWOOD OR PRESSURE TREATED BLOCKS (REDWOOD SHALL BE INSTALLED 2" - 6" ABOVE FINISHED GRADE VALVE RISERS MOUND CONCRETE (SEE BOLLARD, DETAIL #27) 2 EACH - 6" DIAMETER SCH. 40 STEEL BOLLARDS GROUTED SOLID WITH CONCRETE AND INSTALLED IN A TRIANGULAR PATTERN SEPARATION) AROUND RISER VENT (SEE DETAIL #27). EXTERIOR TO BE PAINTED WITH TWO COATS OF 5 MIL (DRY FILM THICKNESS) EPOXY WHITE. CONCRETE COLLAR SEE WATER/SEWER GENERAL NOTE # 5 VALVE, RESILIENT SEAT TRACER WIRE 2" SQ OPERATING NUT A A SECTION A-A LOCKING BAR 5" SQUARE X 1/4" STEEL CAP, WELDED TO TUBE. ALL WELDS GROUND SMOOTH. 3" WHITE REFLECTOR SQUARE (2 SIDES) 5" SQUARE X 1/4" X 5' LONG STEEL TUBE LOCKING BAR EXISTING GROUND DRILL TWO 9/16" DIA. HOLES THROUGH 6" TUBE AND WELD IN PLACE A 1/2" DIA. X 10" LONG STEEL ROD 6" SQUARE X 1/4" X 2'-9" LONG STEEL TUBE SLEEVE 16" DIA. CONCRETE BASE TYPE 2, CLASS B, AGGREGATE BASE COMPACTED TO A MINIMUM 95% OF MAXIMUM DRY DENSITY LOCKING BAR MILL TWO SLOTS, 2-1/4" WIDE x 3/8", IN EACH TUBE TO ALLOW LOCKING BAR TO SLIDE THROUGH 3'-6" 5' 2'6" 8" 8-1/2" 3/8" DRILL 1" DIA. HOLE 2" X 1/4" STEEL BAR 1" 1 1/2" PE PIPE TO SERVICE CUSTOMER; MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP APPROVED B-2422-2 MUELLER (or Approved Equal) OR EQUAL METER SETTER, 12" WITH LOCKING CURB CURB STOP & CHECK VALVE 36" 24" 24" ARV PROTECTION CONCRETE BASE 1" CORPORATION STOP DUCTILE IRON / P.V.C. MAIN (CLASS 150 OR EQUAL) INSTALL SERVICE CLAMP BEFORE DRILLING (SEE NOTE 6) 3/4" H-15457 FEMALE IRON PIPING BY COPPER TUBING SIZE INSTATITE OR COMPRESSION ADAPTER B-20013 MALE IRON PIPING BY FEMALE IRON PIPING CORPORATION STOP I.P. THREADS RUBBER OR NEOPRENE GASKET 1. USE CONCRETE THRUST BLOCK IF LATERAL LINE IS 4" OR GREATER. NOTE: CONCRETE THRUST BLOCK. SEE NOTE 1. Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION WATER MAY 2008 JAM EB 2 2 OF 12 DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING MU/RRB 12/03 UPDATE DETAIL NUMBERING MU 12/04 IRRIGATION DETAILS MOVED TO IR-XX SHEETS EB 04/08 GLOBAL REVISION & RENUMBERING IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:35:15 PM, AcroPlot.pc3 MAIN PAVEMENT NOTES: #4 J-HOOK #4 J-HOOKS PL FIRE HYDRANT PROPERTY FENCE SHALL BE MIN. OF 3' FROM CENTER OF HYDRANT. 4' 10' 3' MAX 12" MIN BEHIND SIDEWALK VARIES 1. HYDRANTS SHALL BE MUELLER A-423, 5 1/4 V0., SUPER CENTURION, 250 PSI HYDRANT WITHOUT EXCEPTION. 2. HYDRANT SHALL BE ENAMELED RED USING SHERWIN-WILLIAMS B54R38 OR EQUAL AS PER REQUIREMENTS. 3. ALL HYDRANTS SHALL HAVE 2 1/2" HOSE NOZZLES AND 4 1/2" STEAMER NOZZLE. ALL THREADS SHALL BE AS SPECIFIED FOR AMERICAN NATIONAL HOSE COUPLING STANDARD. 4. OPERATING NUT SHALL BE 1 1/2" PENTAGON. 5. QUALITY ASSURANCE FIRM INSPECTION REQUIRED PRIOR TO BACKFILLING. 48 HOUR NOTICE REQUIRED. 6. MINIMUM DEPTH OF MAIN SHALL BE 42" TO TOP OF PIPE. 7. HYDRANTS MUST BE FREE OF OBSTRUCTIONS WITHIN A 5' RADIUS 8. HYDRANTS SET @ ONE-QUARTER BUBBLE BACK FROM PLUMB 9. FIRE HYDRANTS ARE TO BE INSTALLED ON THE OPPOSITE SIDE OF THE STREET FROM UTILITIES (GAS, ELECTRIC, ETC.) CLASS RTX FLG. TEE OR TAPPING SADDLE & THRUST BLOCK (6 SQ.FT. MIN. AREA) A-2360 MUELLER 6" RESILIENT SEAT GATE VALVE (OR APPROVED EQUAL) ONLY, W/2" SQ. OPERATING NUT (SEE GATE VALVE DETAIL) 6" C900 PVC CLASS 150 CLEAN CRUSHED DRAIN ROCK 1 1/2" TO 2" (2 CU. YD. MIN.) THRUST BLOCK (6 SQ. FT.. MIN. AREA) INSTALLED AGAINST UNDISTURBED SOIL THRUST BLOCK TO HAVE 2" MINIMUM CLEARANCE BELOW FLANGE, KEEP CLEAR OF DRAIN HOLES. 8" G-5 CHRISTY VALVE BOX WITH CAST IRON LID (SEE VALVE BOX DETAIL) FLANGE 2" - 4" ABOVE FINISH GRADE EACH FIRE HYDRANT SHALL INCORPORATE A HARRINGTON 5" STORZ FITTING WITH A CAP AND CABLE, HARRINGTON PART NO. HPHA50-45NH. EACH FIRE HYDRANT SHALL HAVE ONE 2 1/2" NOZZLE EQUIPPED WITH AN "OUT-OF- SERVICE" RING. THE "OUT-OF- SERVICE" RING SHALL REMAIN ON NOZZLE UNTIL REMOVED BY CITY OF FERNLEY. FLANGE 8" STEEL OR C900 BLUE PVC CONDUCTOR PIPE 4' 42" MIN - FIRE HYDRANT LOCATIONS FIRE HYDRANT TYPICAL RP / DC PLAN VIEW INTERNAL DC BASEMENT DC DOMESTIC & IRRIGATION PARALLEL BACKFLOW INTERNAL RP AIR GAP EXTERNAL DC DATE REVISIONS BY 40 06/07 LINEWORK UPD EB DATE REVISIONS BY 39 06/07 LINEWORK UPD EB DATE REVISIONS BY 38 06/07 UPDATE LINEWORK EB 06/07 ADD AIR GAP NOTE EB DATE REVISIONS BY 37 06/07 UPDATE LINEWORK EB DATE REVISIONS BY 36 06/07 UPDATE LINEWORK EB DATE REVISIONS BY 35 06/07 UPDATE LINEWORK EB DATE REVISIONS BY 31 DATE REVISIONS BY 29 06/99 FIRE HYDRANT VALVE SPACING WBH 03/01 FIRE HYDRANT STORZ FITTING MU 10/04 CURB SPACING EDIT MU 12/04 TEXT EDITS LP 06/07 GENERAL EDITS EB DATE REVISIONS BY 34 06/07 ADD BURY DEPTH NOTE EB 06/07 UPDATE LINEWORK DATE REVISIONS BY 30 10/04 ADD PEDESTRIAN RAMP MU 12/04 ADD "CURB RETURN" NOTE MU 06/07 ADD PAINT NOTE EB 12" MIN BEHIND SIDEWALK 3' MAX PEDESTRIAN RAMP FIRE HYDRANT CURB RETURN CURB RETURN 12" MIN. 12" MIN. 12" MIN. POC OR METER 24" MIN. FROM TESTCOCKS OR DETECTOR BYPASS TO BUILDING TESTCOCKS EXTERNAL RP SUBGRADE DC DATE REVISIONS BY 32 06/07 ADD BURY DEPTH NOTE EB 06/07 UPDATE LINEWORK DATE REVISIONS BY 33 06/07 ADD BURY DEPTH NOTE EB 06/07 UPDATE LINEWORK EB DRAIN CONCRETE PAD 4" MIN FINISH GRADE UNION 12" MIN POC OR METER 12" MIN PROVIDE LADDER (NOT SHOWN FOR CLARITY) USC APPROVED ASSEMBLY SHUT OFF VALVE. BRASS GLOBE VALVE OR CURB VALVE. NO STOP AND WASTE. 6" MIN. TYPE II BASE 4" MIN. CONCRETE SLAB OR VAULT BASE 12" MAX FROM METER UNION POC OR METER 30" MIN. PIPE DEPTH SEE NOTES TO BUILDING FINISH GRADE CALL LOCAL BUILDING DEPT. FOR TYPE OF PIPE TO BE USED OF METER. NOTES: 1. FOR WATER METERS 6" OR GREATER BURY DEPTH MUST BE 42" MIN. 2. FOR WATER METERS LESS THAT 6" BURY DEPTH MUST BE 30" MIN. INSULATE COVER AND INSULATE TO 2' DEPTH OR PROVIDE INSULATED BLANKET FOR DC0.6856' 12" MIN WATER TIGHT FLEXIBLE SEALANT AT PIPE PENETRATIONS CONCRETE PAD 4" MIN FINISH GRADE UNION 12" MIN POC OR METER 12" MIN. 36" MAX. CLEARANCE 36" MIN. CLEARANCE CALL LOCAL BUILDING DEPT. FOR TYPE OF PIPE TO BE USED OF METER. FLOW POC OR METER POC OR METER DOMESTIC: IRRIGATION: 24" MIN FROM TESTCOCKS OR DETECT OR BYPASS. 12" MIN. 12" MIN. 12" MIN. TO BUILDING POC OR METER DOMESTIC: 24" MIN FROM TESTCOCKS OR DETECT OR BYPASS. 12" MIN. 12" MIN. 12" MIN. TO BUILDING COF CUSTOMER POC OR METER FLOW RECEIVING TANK ALL PIPING OF METER SHALL BE ABOVE GRADE AND VISIBLE. AIR GAP = 2D (SEE AIR GAP SEPARATION NOTE 1) FINISH GRADE NO MORE THAN 5' FOR UNMETERED SERVICE NO FURTHER THAN 5' FOR METERED SERVICE CURB FINISH GRADE UNION USC APPROVED ASSEMBLY SHUT OFF VAVLE BRASS GLOBE VAVLE OR CURB VAVLE. NO STOP AND WASTE. TESTCOCKS TESTCOCKS IRRIGATION: PUMP SHUT OFF VALVE: BRASS GLOBE VALVE OR CURB VALVE. NO STOP AND WASTE. CURB CURB COF CUSTOMER CALL LOCAL BUILDING DEPT. FOR TYPE OF PIPE TO BE USED OF METER FINISH GRADE POC OR METER FLOW SHUT OFF VALVE: GLOBE VALVE OR CURB VALVE. NO STOP AND WASTE. FLOOR DRAIN REQUIRED DAYLIGHT DRAIN REQUIRED USC APPROVED ASSEMBLY WATER TIGHT FLEXIBLE SEALANT AT PIPE PENETRATIONS. 12" MIN 36" MAX CLEARANCE AIR GAP=2D 36" MIN CLEARANCE COF CUSTOMER CALL LOCAL BUILDING DEPT. FOR TYPE OF PIPE TO BE USED OF METER FINISH GRADE POC OR METER FLOW USC APPROVED ASSEMBLY WATER TIGHT FLEXIBLE SEALANT AT PIPE PENETRATIONS. 36" MIN CLEARANCE SHUT OFF VALVE: GLOBE VALVE OR CURB VALVE. NO STOP AND WASTE. 12" MIN 36" MAX CLEARANCE UNION CURB UNION FLAP TO KEEP COLD AND ANIMALS OUT 12" MIN 24" MIN FROM TESTCOCKS OR DETECTOR BYPASS 24" MIN FROM TESTCOCKS OR DETECTOR BYPASS ADEQUATE CLEARANCE FOR OPERATION OF VALVES COF CUSTOMER CALL LOCAL BUILDING DEPT. FOR TYPE OF PIPE TO BE USED OF METER. NOTES: 1. FOR WATER METERS 6" OR GREATER BURY DEPTH MUST BE 42" MIN. 2. FOR WATER METERS LESS THAT 6" BURY DEPTH MUST BE 30" MIN. WATER TIGHT FLEXIBLE SEALANT AT PIPE PENETRATIONS { { INSULATED FREEZEPROOF HEATED ENCLOSURE USC APPROVED ASSEMBLY 30" MIN PIPE DEPTH (SEE NOTE 1) ELECTRICAL OUTLET CONCRETE THRUST BLOCK REFER TO DETAIL 28 SHUT OFF VALVE BRASS GLOBE VALVE OR CURB VALVE. NO STOP AND WASTE. ASSEMBLY 12" MAX FROM METER 12" MIN NOTES: 1. FOR WATER METERS 6" OR GREATER BURY DEPTH MUST BE 42" MIN. 2. FOR WATER METERS LESS THAT 6" BURY DEPTH MUST BE 30" MIN. 3. FOR AIR GAP DISTANCE REFER TO 4.3.10.4 OF THE CITY OF FERNLEY DESIGN STANDARDS NOTES 1. FOR WATER METERS 6" OR GREATER BURY DEPTH MUST BE 42" MIN. 2. FOR WATER METERS LESS THAT 6" BURY DEPTH MUST BE 30" MIN. 3. FOR AIR GAP DISTANCE REFER TO 4.3.10.4 OF THE CITY OF FERNLEY DESIGN STANDARDS 6" 18" 12' CURB SHALL BE PAINTED RED WITH APPROVED WATERBORNE PAINT, SINGLE COAT, A MINIMUM OF 6' BOTH SIDES OF FIRE HYDRANT. 12' DETAIL IDs 41 THRU 54 RESERVED FOR FUTURE USE Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION WATER MAY 2008 JAM EB 3 3 OF 12 DATE REVISIONS BY 08-04 ADD IRRIGATION DETAILS SHEET (IR-10) MU 12-04 RENUMBER IRRIGATION DETAILS 06/07 COMPREHENSIVE EDITS EB 06/07 DEL TYP UTIL LOC DETAIL EB 07/07 DEL NPW VALVE & VALVE BOX DETAIL, COMBINE WITH 08 RB 07/07 RENUMBER RB 04/08 GLOBAL REVISIONS AND RENUMBERING LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:35:38 PM, AcroPlot.pc3 IRRIGATION PVB IRRIGATION RP DATE REVISIONS BY 64 12/04 DET MOVED FROM W-11 TO IR 10 MU 06/07 RENUMBERED EB DATE REVISIONS BY 63 12/04 DET MOVED FROM W-11 TO IR 10 MU 06/07 RENUMBERED EB IRON COVER WITH WORD "NON-POTABLE" CAST THERON FOR NON-POTABLE WATER LINES WITH PURPLE LID. NON-POTABLE WATER TYPICAL UNIMPROVED TRENCH SECTION TRPL CUT OUT METER BOX LID 2 1 3 10 NON-POTABLE WATER VALVE & VALVE BOX INSTALLATION CLASS CONCRETE ANCHOR BLOCK C B 1. 10" OR 12" PVC PURPLE PIPE 2. PVC SPOOL 3. PIPE PLUG, PRESSURE PLATE SYSTEM SIMILAR TO DETAIL 9 WILL BE APPROVED ON A CASE-BY-CASE BASIS. 4. 2" SERVICE SADDLE W/ 2" CORP. STOP AND MIP ADAPTER, AS NEEDED, PER CITY OF FERNLEY STANDARDS. 5. 2" BRASS OR COPPER TUBING (LENGTH AS NEEDED) 6. 2" BRASS OR COPPER 90° ELBOW 7. 2" M.I.P. X SWEAT COPPER ADAPTER, AS NEEDED 8. 2" BRASS BALL CURB STOP, FIP X FIP 9. METER BOX, WITH PURPLE LID 10. THRUST BLOCK 11. 2" BRASS NIPPLE WITH THREAD PROTECTOR NON-POTABLE BLOW OFF AND SAMPLE STATION MATERIAL LIST: DATE REVISIONS BY 58 07/07 RENUMBERED RB 03/08 TEXT EDIT TO BULLET 3. LP NON-POTABLE AC PAVEMENT 6 4'-0" MAX. 3/4"- 1" NON-POTABLE WATER METER 36" 4 9 1'-0" 8 6 8 5 7 10" 11 DATE REVISIONS BY 55 12/04 CHG DIST TO XFORMER TO 3' MU 06/07 COMPREHENSIVE UPDATES EB TYPE II CLASS B AGG. BASE (COMPACTED TO 95% MDD) 9" MIN 36" MIN FOR NON-POTABLE WATER 6" MIN CLASS A BEDDING COMPACTED TO 90% MAX. DENSITY DATE REVISIONS BY 60 07/07 RENUMBERED RB DATE REVISIONS BY 62 06/07 COMPREHENSIVE EDITS EB 07/07 COMBINED WITH NPW VALVE AND BOX RB 07/07 RENUMBERED RB DIMENSION = TRENCH WIDTH PLUS 2x PIPE DIAMETER TYPICAL IMPROVED ROAD TRENCH SECTION NOTES: DATE REVISIONS BY 59 07/07 RENUMBERED RB PVC "PURPLE" PIPING 1. 3" ROCK OR SMALLER SHALL BE USED FOR CLASS E NATIVE BACKFILL ABOVE PIPE ZONE. ORGANIC MATERIAL SHALL NOT BE PERMITTED IN BACKFILL. 2. DRAIN ROCK MAY BE USED FOR BEDDING IN GROUNDWATER CONDITIONS OR UPON THE APPROVAL OF THE CITY ENGINEER. 3. GEO-FABRIC MUST BE INSTALLED ON TOP OF DRAIN ROCK PRIOR TO BACKFILL. OD+24" MIN NOTE: 12-GUAGE INSULATED COPPER LOCATING WIRE INSTALLED AND SECURED ON TOP OF PIPE. EXTEND INTO ALL VALVE BOXES OR OTHER UNDERGROUND VAULTS ASPHALT SURFACE REPLACEMENT O.D. + 24 MIN 1. CHIP SEAL ROADS SHALL BE PATCHED WITH 2.5" AC ON 6" MIN. TYPE 2 AGG. BASE. 2. SAWCUT EXISTING AC AND TACK COAT ALL JOINTS PRIOR TO PAVING. 6" MIN 12" MIN CLASS A BEDDING COMPACTED TO 90% MDD PVC "PURPLE" PIPING DATE REVISIONS BY 61 06/07 COMPREHENSIVE EDITS, DEL BOLLARD EB 07/07 RENUMBERED RB COPPER TUBING SIZE POLYETHYLENE RISER- INSTALL W/CONSTANT UPWARD SLOPE FROM CORP STOP TO ANGLE VALVE NON-POTABLE WATER AIR VALVE 317 STAINLESS STEEL EPOXY-COATED DOUBLE STRAP O.D.-CONTROLLED SADDLE (SEE NON-POTABLE WATER SERVICE CONNECTION DETAIL #57). 1. ALL PIPES AND FITTINGS SHALL BE EXOXY PAINTED PURPLE. 2. ALL VALVES SHALL BE BRONZE OR BRASS. ALL PIPE AND FITTINGS SHALL BE BRASS EXCLUDING VENT PIPE. NOTE: NEOPRENE GASKET MUELLER B25028 MALE BRASS PIPING BY 110 CORP STOP PURPLE NON-POTABLE WATER MAIN NUT DATE REVISIONS BY 57 03/08 TEXT EDITS LP RUBBER OR NEOPRENE GASKET 8 13 16" 5 1 2" 4" 21" 6" MIN OR MATCH EXISTING NON-POTABLE WATER SERVICE CONNECTION 1. ALL CONNECTIONS SHALL BE MUELLER COMPRESSION COUPLINGS (OR APPROVED EQUAL) OR INSTATITE TAPED WITH 6 WRAPS OF DUCT TAPE AFTER PIPE INSERTED. 2. ALL VALVES SHALL BE RING TIGHT (RT) OR RESILIENT SEAL VALVES. 3. NON-POTABLE SERVICE LINES SHALL BE 3/4" SDR 7 CLASS 200 (ASTM D2239) OR APPROVED EQUAL. 4. ALL SERVICE LINES SHALL HAVE A MINIMUM TEST PRESSURE RATING OF 200 PSI. 5. FRONT OF METER BOX NO CLOSER THAN 1' AND NO FURTHER THAN 4' MAX BEHIND SIDEWALK. WHERE CURB OR SIDEWALK DOES NOT EXIST, LOCATE METER BOX AS DIRECTED BY CITY OF FERNLEY. 6. SERVICE CLAMPS SHALL BE 317 STAINLESS STEEL DOUBLE-STRAP EPOXY-COATED (OR APPROVED EQUAL), O.D. CONTROLLED SADDLE FOR DISTRIBUTION MAINS. 7. ALL SINGLE AND DUAL WATER METER BOXES SHALL HAVE A REMOTE READER CABLE PROVISION IN PURPLE LID (SEE WATER METER DETAIL #55). 8. MINIMUM DISTANCE BETWEEN TAPS AND COUPLINGS 18". 9. CORPORATION STOP, CURB STOP, AND SERVICE LINE TO BE THE SAME SIZE. 10. COUPLINGS 3/4" AND 1" SHALL BE COMPRESSION OR INSTATITE COUPLINGS. 1 1/2" & 2" SHALL BE BRASS COMPRESSION COUPLING WITH SLEEVE. 11. CUSTOMERS ARE REQUIRED TO HAVE A SHUTOFF DEVICE ON THEIR SIDE OF THE NON-POTABLE SERVICE METER FOR EMERGENCY. NOTES: 12-GAUGE INSULATED COPPER LOCATING WIRE INSTALLED AND SECURED ON TOP OF PIPE. EXTEND INTO ALL VALVE BOXES OR OTHER UNDERGROUND VAULTS MOUND BACKFILL 6" IN UNPAVED AREAS. NATIVE BACKFILL COMPACTED TO 90% MAX. DENSITY UNDERGROUND MARKING TAPE 3" WIDE, MARKED "RECLAIMED" 12" ABOVE PIPE 36" MIN FOR NON-POTABLE WATER 12" MIN NATURAL GROUND DATE REVISIONS BY 56 06/07 COMPREHENSIVE UPDATES EB NON-SKID SURFACE "PURPLE LID" GRADED SURFACE COMPACTED AT 90% MDD (MATCH EXISTING) 6" TYPE II CLASS B AGG. BASE (COMPACTED TO 95% MDD) DIRT SURFACE REPLACEMENT GRAVEL SURFACE REPLACEMENT DEPTH TO MATCH EXISTING BUT NOT LESS THAN 2 1/2" 6" MIN OR MATCH EXISTING WHICHEVER IS GREATER SAWCUT AC EDGE 18" MIN IN NDOT ROW TYPE II CLASS B AGG. BASE (COMPACTED TO 95% MDD) EXISTING AC EXISTING GRAVEL EXISTING DIRT 7 1 2" 30 12" FIBRELYTE #FL36d WITH 2 TRPL HOLE 4" 115 16" NON-POTABLE 1 2" 7 1 2" 7/8" TYP. TRPL CUT OUT 30" MIN COVER 36" MIN COVER POLYETHYLENE TUBING SIZE AS DIRECTED 3/4" H-15457 FEMALE IRON PIPING BY COPPER TUBING SIZE INSTATITE OR COMPRESSION ADAPTER INSTALL SERVICE CLAMP BEFORE DRILLING (SEE NOTE 6) SERVICE CLAMP PVC MAIN, "PURPLE PIPE" (CLASS 150 OR EQUAL) NON-POTABLE MAIN METER SET AND BOX STEEL TRAFFIC LID, "PURPLE" GROOM F.G. TO SLOPE AWAY FROM BOX IN ALL DIRECTIONS CONCRETE BLOCK FOOTING 24" PAINT J-VENT PIPE PURPLE "PURPLE LID" CORPORATION STOP B-20013 MALE IRON PIPING BY FEMALE IRON PIPING CORPORATION STOP I.P. THREADS CLASS BACKFILL COMPACTED TO 90% MDD UNDERGROUND MARKING TAPE 3" WIDE, MARKED RECLAIMED ON TOP OF BEDDING ENVELOPE CONCRETE COLLAR APCO AIR VALVE OR APPROVED EQUAL MUELLER CURB STOP VALVE CONSTRUCT VALVE SUPPORT CHAIR 3.5' X 5' X 1' MIN. DRAIN ROCK (3/4" - 1/2") GRAVEL BED BASE FOR METER BOX CENTER AIR VAC VALVE IN BOX 2" RIGID INSULATION GLUED TO INTERIOR WALLS AND UNDER BOX LID W/CAULKING BROOKS 17" X 28" (MIN.) CHRISTY B-40 TRAFFIC-RATED BOX & CHRISTY 61D75 LID, H-20 RATED VALVE WELL VALVE 30" MINIMUM PIPE DEPTH METER CALL LOCAL BUILDING DEPT. FOR TYPE OF PIPE TO BE USED OF METER. SHUT OFF VALVES: BRASS GLOVE VALVE OR CURB VALVE. NO STOP AND WASTE USC APPROVED ASSEMBLY UNION 12" MIN. ABOVE ALL PIPING AND SPRINKLER HEADS ASSEMBLY 12" MAX. FROM METER FINISH GRADE SPRINKLER 30" MINIMUM PIPE DEPTH METER SHUT OFF VALVES: BRASS GLOVE VALVE OR CURB VALVE. NO STOP AND WASTE ASSEMBLY 12" MAX. FROM METER FINISH GRADE CALL LOCAL BUILDING DEPT. FOR TYPE OF PIPE TO BE USED OF METER 12" MIN. UNION USC APPROVED ASSEMBLY THRUST BLOCKS USE STANDARD THRUST BLOCKS USE STANDARD THRUST BLOCKS USE STANDARD SINGLE SERVICE DUAL SERVICE TO SERVICE TO MAIN 3/4" PE PIPE MAIN SERVICE SERVICE MAIN NOTES: CENTER SERVICE IN BOX 1. THERE SHALL BE NO OBSTRUCTION WITHIN 3' OF METER BOX. 2. FENCING SHALL IN NO WAY PREVENT ACCESS BY CITY PERSONNEL FOR READING AND FOR MAINTENANCE. METER BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS OR SIDEWALKS AND THE FRONT OF THE METER BOX SHALL BE INSTALLED NO CLOSER THAN 1' AND NO FURTHER THAN 4' BEHIND BACK OF WALK . 3. TUBING (3/4" & 1" ) SHALL BE PE- COPPER TUBE SIZE EQUIVALENT. 4. ALL PIPE AND FITTINGS SHALL BE 200 PSI PRESSURE RATED. 5. H-20 CONCRETE BOXES & LID ASSEMBLIES SHALL BE USED IN ALL HEAVY TRAFFIC AREAS. 6. CITY OF FERNLEY REQUIRES SENSUS TR / PL METER INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. 7. SERVICES MUST BE CENTERED INSIDE THE BOX WITH DIRT 4" BELOW IDLER. H-15457 FEMALE IRON PIPE BY COPPER TUBING SIZE INSTATITE OR MUELLER (or Approved Equal) COMPRESSION FITTING ADAPTER (ALL INSTATITE FITTINGS SHALL HAVE 6 WRAPS OF DUCT-TAPE AROUND EACH FITTING AT THE CONNECTION WITH PE PIPE). METERS SHALL BE: 1. SENSUS SR(TR / PL) INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. 2. SR-II(TR / PL) 1" FOR 1 1/2" SERVICE INCLUDING MXU MODEL 520R SENSUS RADIOREAD MODULE. THERE WILL BE NO METER SETS WITHIN 3' OF ANY TRANSFORMER. 3. ALL METERS TO BE PURCHASED FROM CITY OF FERNLEY. CHRISTY 62D85 2-PIECE STEEL TRAFFIC LID CONCRETE NON-TRAFFIC OR FIBRELYTE LID WITH TRPL READER HEAD (HOLE SIZE = CONTRACTOR SHALL FABRICATE HOLE IF NECESSARY INSULATION BLANKETS TO BE PROVIDED FOR ALL METER BOXES. 1" PE PIPE - DUAL SERVICE 3/4" PE PIPE - SINGLE SERVICE 1-3/4" X 7" BRANCH CONNECTION 3/4" PE PIPE PURPLE CHRISTY B36 OR FIBRELYTE METER BOX WITH EXTENSIONS PURPLE CHRISTY B16 OR FIBRELYTE METER BOX WITH EXTENSIONS 1" MIN. Ø PE PIPE 2'-6" ABOVE FINISHED GRADE 4" MIN - 12" MAX CENTERED IN BOX 4" MIN - 12" MAX 18" TO 22" 25.5" 6" MIN 4" MIN - 12" MAX APPROVED B-2434-2 MUELLER (or Approved Equal) METER SETTER, 12" WITH LOCKING CURB STOP & CHECK VALVE (3/4" x 5/8" ONLY) 2x4 REDWOOD OR PRESSURE TREATED WOOD REDWOOD SHALL BE INSTALLED CUSTOMER; MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP 3/4" OR 1" PE PIPE MUELLER (or Approved Equal) CURB STOP B-20283 MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP CUSTOMER; MUELLER (or Approved Equal) CURB STOP B-20283 W/ 3" RISER AND CAP SAND EXTENSION BOX W/ NO SPACES BETWEEN TOP BOX NON-POTABLE MAIN FINISH GRADE 6" MIN 8" 8" TRACER WIRE TRAFFIC-RATED LID MARKED NON-POTABLE CONCRETE THRUST BLOCK REFER TO DETAIL #28 CONCRETE COLLAR SEE WATER/SEWER GENERAL NOTE # 5 (SHEET 2) VALVE, RESILIENT SEAT TRACER WIRE 2" SQ OPERATING NUT #4 BARS (BEND OVER VALVE BODY) 2" HOOKS (MIN.) VALVE BOX AND COVER MARKED "WATER", CHRISTY G5 TRAFFIC VALVE BOX, OR EQUAL. 4" MIN. INSIDE GS BOX 8" STEEL OR C900 PURPLE PVC CONDUCTOR PIPE A VALVE SIZE 6" OR SMALLER 8" 10" 12" DIMENSION A B 12" 12' 13" 14" 14" 16" 14" 18" 1. GATE VALVE SHALL BE AWWA MUELLER A-2360 RESILIENT SEAT GATE VALVE (OR APPROVED EQUAL). 2. SEE THRUST BLOCK BEARING AREAS FOR THRUST BLOCK SIZE. (SEE DETAIL #28) 3. WHERE CENTER OF PIPE EXCEEDS 5 FOOT DEPTH, PROVIDE EXTENSION STEM WITH STEM GUIDE. 4. ALL VALVES SHALL BE RING TIGHT (RT) RESILIENT SEAT VALVES. 5. VALVES 12" AND SMALLER SHALL BE GATE VALVES AND VALVES LARGER THAN 12" SHALL BE BUTTERFLY VALVES (MUELLER LINESEAL III). 6. CONTRACTOR MUST ENSURE THAT THE VALVE BOX IS CLEAN AND ACCESSIBLE. 7. IN NEW TRACT DEVELOPMENTS EXTEND VALVE WELL PIPE 2' ABOVE GROUND ON "KEY VALVES" FOR EMERGENCY SHUT-OFFS. 8. BUTTERFLY VALVE OPERATORS SHALL BE LOCATED ON THE LEFT-HAND SIDE OF THE VALVE (AT THE TEE OR AT THE CROSS), LOOKING THROUGH THE VALVE TOWARD THE PIPE END. 9. WHERE CONCRETE CROSS GUTTERS AT STREET INTERSECTIONS WILL INTERFERE WITH VALVE BOXES, THE PIPELINE SHALL BE MOVED TO A POSITION 7 FEET OFF THE CURB FACE TO CLEAR THE CROSS GUTTER. 10. VALVES TO BE LOCATED ADJACENT TO FITTINGS WHEREVER POSSIBLE. 11. VALVES BOLTED TO FITTINGS WILL NOT REQUIRE ANCHOR BLOCKS. NOTES: "PURPLE PIPE" DETAIL IDs 65 THRU 78 RESERVED FOR FUTURE USE WATER MAIN, REFER TO DETAIL A DETAIL A Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION NON-POTABLE WATER MAY 2008 JAM EB 4 4 OF 12 DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING MU/RRB 12/02 ADD LPPS MAIN IN-LINE VALVE MU/RRB 12/03 ADD LATERAL CLEANOUT ASSEMBLY MU 12/03 ADD MANHOLE FRAME AND COVER MU 12/03 ADD MANHOLE OVER EXISTING SEWER LINE MU 12/03 ADD PIPE CONNECTION TO EXISTING MANHOLE MU 12/03 ADD SEWAGE AIR VALVE DETAIL MU 12-04 ADD TYPE 1 MH DETAIL MU 06/07 COMPREHENSIVE EDITS EB 11/07 NDEP EDITS, SEE DETAIL FOR SPECIFICS EB 04/08 GLOBAL REVISIONS AND RENUMBERING LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:36:02 PM, AcroPlot.pc3 STD. 45° WYE S= 0.10 FLOW LINE GRADE RINGS TAPER NOTES: NOTES: MANHOLE SMOOTH FINISH S= 0.10 PRECAST CONCRETE BASE NOTES: NOTES: 8" RISER 10 5/8"X 14 1/8" 8" WYE BRANCH 45°' PROPERTY LINE NOTES: 1/8 BEND SEWER MAIN CLEANOUT D&L SUPPLY CASTING NO. H-6520 OR EQUAL 1. IN NO CASE SHALL A LATERAL CONNECT TO THE SEWER MAIN DIRECTLY ON TOP OF THE PIPE. 2. SEWER LATERALS SHALL HAVE A MINIMUM SLOPE OF 3. ALL JOINTS ON SEWER LATERAL PIPE SHALL BE COMPRESSION TYPE OR APPROVED SOLVENT WELD. 4. LATERAL SHALL EXTEND TO PROPERTY LINE UNLESS OTHERWISE SHOWN ON PLANS. 5. ON EXISTING INTERCEPTORS, SADDLE WYES AND SADDLE TEES SHALL BE INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. 6. ON ALL NEW INTERCEPTORS W / LATERALS, STANDARD WYES OR TEES WILL BE SLIP-GASKETED SEWER FITTINGS. 7. THERE SHALL BE 12" MINIMUM CLEARANCE WHEN SEWER LATERAL CROSSES WATER MAIN. SEWER LATERAL CONNECTION PIPE BEDDING AT 1" MINIMUM DEPTH BELOW BELL STANDARD PLUG 45° ANGLE UP TO 10' DEEP, 60° ANGLE 10' TO 15' DEEP 45° VARIABLE VARIABLE CURB LINE TYPE 3 OUTSIDE DROP MANHOLE 1. MANHOLES 5' DEEP OR MORE REQUIRE LADDERS (SEE DETAIL #86). 2. MANHOLES SHALL BE VACUUM TESTED PER ASTM C1244-93. 3. DROP MANHOLES ARE TO BE USED ON ALL SANITARY SEWERS WITH MORE THAN 2' VERTICAL DROP AT MANHOLE, NOT TO EXCEED 8 FEET. 4. MAINS SHALL BE SLOPED TO FALL AT LEAST 0.1 FEET ACROSS MANHOLE SECTION. CONCRETE COLLAR SEE DETAIL #86 MASONRY DAM- MORTAR IN PLACE- NOT HIGHER THAN 1/4 PIPE DIAMETER 2' MIN - 8' MAX 6" (TYP.) 11" MIN. VARIES 48" OR 60" GROUT GRADE RINGS IN PLACE CONCRETE COLLAR SEE DETAIL #86 TONGUE & GROOVE JOINT W / RAMNECK GASKET PRECAST CONC. BASE SEE BASE DETAIL, THIS SHEET 1. PIPES SHALL NOT PROTRUDE MORE THAN 3" INSIDE MANHOLE SECTION. 2. MANHOLES 5' DEEP OR MORE REQUIRE LADDERS (SEE DETAIL #86). 3. MANHOLES SHALL BE VACUUM TESTED PER ASTM C1244-93 OR HYDROSTATIC TESTED. 4. MANHOLES 5' OR LESS IN HEIGHT MAY BE CONCENTRIC. TYPE IA STANDARD MANHOLE 48" OR 60" AS REQUIRED 11" MIN. VARIES GROUT GRADE RINGS IN PLACE (NOT TO EXCEED 12") TYPE 1A MANHOLE COLLAR & LADDER TYPICAL BASE 1. ALL MANHOLE BASE MATERIALS (DRAIN ROCK) SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 2. CAP ANY UNUSED STUB-OUTS UNLESS WAIVED BY THE UTILITY. 3. 4 WAY MANHOLES ARE TO BE INSTALLED ONLY WHERE REQUIRED. 1. CONCRETE COLLAR SHALL BE PER WATER/SEWER GENERAL NOTE # 5. 2. HEIGHT OF COLLAR SHALL BE CONSISTENT ALL AROUND MANHOLE. 3. ALL MANHOLES SHALL INCLUDE D&L SUPPLY A-1024 FRAME AND COVER ASSEMBLY, OR EQUAL, WITH THE LETTERS "SANITARY SEWER" CLEARLY DISPLAYED ON THE COVER. 4. CONCRETE COLLAR SHALL BE FLUSH WITH ADJACENT PAVEMENT (0.00' TO 0.02'). 5. CONSTRUCT AFTER PAVING IS COMPLETE. 6. CASTING AND COLLAR SHALL BE 12" TO 18" ABOVE GRADE IN UNIMPROVED AREAS. FRP OR GALV. MANHOLE LADDER ECCENTRIC BARREL SECTION CONCRETE COLLAR (SEE NOTE 1) 11" MIN. 24" MAX. VARIES 6" MIN 6" MIN FORM SMOOTH CURVE IN MANHOLE BASE FOR INTERSECTING SEWER 6" MIN. DRAIN ROCK 6" MIN. STREET ELEVATION 6" MIN. 6" MIN 12" MIN. DRAIN ROCK FIBER REINFORCED CONCRETE COLLAR 1 12" SEWER SANITARY SECTION VIEW BOLT-DOWN LIDS REQUIRED ONLY IN EASEMENT AREAS, AREAS OF POTENTIAL FLOODING, AND WHERE REQUIRED BY THE CITY ENGINEER SECTION DETAIL TAPERED FRAME & COVER SECTION DETAIL BOLT-DOWN FRAME & COVER FRAME TO COVER INDEXING MARK (BOLT-DOWN FRAME & COVERS). LETTERS AS SHOWN 2" HIGH (TYPICAL) 1 12 " DIA- 3 HOLES EQ. SPACED FOR BOLT-DOWN COVERS LID BOLTS (4 PLACES) EQ. SPACED, SEE DETAIL BELOW 1 18" 26 14" 25 38" 25 516" 4 1/2" 9/16" 24" 31 1/2" MANHOLE LID 1/4"x 1/8" DEEP MACHINE GROOVE COVER RIM FOR RING. 1/4" NEOPRENE #N-439"O" RING IN LID, MATING SURFACES OF FRAME & COVER MACHINED. GREASE RING ON FINAL ASSEMBLY RING MUST BE IN COVER. 1/4"x 1/8" DEEP MACHINE GROOVE COVER RIM FOR RING. 1/4" NEOPRENE #N-439"O" RING. MATING SURFACES OF FRAME & COVER MACHINED. GREASE RING ON FINAL ASSEMBLY RING MUST BE IN COVER. 12" Ø x 1 " STAINLESS STEEL BOLTS (4 EACH) COUNTERBORE 1 38" Ø x 12" DEEP (4 HOLES @ 90°) MANHOLE FRAME AND COVER DATE REVISIONS BY 90 12/03 ADD MANHOLE FRAME AND COVER MU 12-04 RENUMBER MU LATERAL CLEANOUT ASSEMBLY DATE REVISIONS BY 82 12/03 ADD LATERAL CLEANOUT DETAIL MU OPTION 1 8" MIN. BELOW FINISHED GRADE FLOW FROM BUILDING OPTION 2 DEPTH VARIES MIN. 30" FLOW FROM BUILDING DEPTH VARIES MIN. 30" EXTRA CARE MUST BE TAKEN FOR THE PROPER PLACEMENT AND COMPACTION OF BACKFILL IN THIS AREA 8" MIN. BELOW FINISHED GRADE 45 DEGREE BEND CLEANOUT BOX AND LID FINISH GRADE WYE REMOVABLE WATERTIGHT PLUG TRACER WIRE ATTACHED TO TOP OF PIPE. CONTINUOUS BETWEEN CLEANOUTS. PROVIDE 12" EXTRA WIRE INSIDE CLEANOUT BOX. TRACER WIRE IS TO END AT SEWER MAIN WITHIN RIGHT-OF-WAY. WELL COMPACTED CLASS A BEDDING MATERIAL PLACED AT FULL TRENCH WIDTH AND 6" MINIMUM DEPTH BELOW PIPE FINISH GRADE CLEANOUT BOX AND LID TRACER WIRE ATTACHED TO TOP OF PIPE. CONTINUOUS BETWEEN CLEANOUTS. PROVIDE 12" EXTRA WIRE INSIDE CLEANOUT BOX. TRACER WIRE IS TO END AT SEWER MAIN WITHIN RIGHT-OF-WAY. REMOVABLE WATERTIGHT PLUG WYE EXTRA CARE MUST BE TAKEN FOR THE PROPER PLACEMENT AND COMPACTION OF BACKFILL IN THIS AREA WELL COMPACTED CLASS A BEDDING MATERIAL PLACED AT FULL TRENCH WIDTH AND 6" MINIMUM DEPTH BELOW PIPE SAND/OIL INTERCEPTOR DATE REVISIONS BY 79 12/03 ADD SAND/OIL INTERCEPTOR MU 12/04 RENUMBER MU INLET INVERT PLAN (COVERS & RISERS REMOVED) LIQUID CAPACITY: MINIMUM 500 GALLONS VAULT DESIGN LOAD: H-20 TRAFFIC LOADING MINIMUM 3" VERTICAL DIFFERENTIAL BETWEEN INLET & OUTLET APPLY RAMNEK PRIMER & SEALANT TO BOTH SURFACES AT ALL JOINTS PROFILE DATE REVISIONS BY 86 10/04 ADD 2 GRADE RING RESTRICTION MU 12-04 RENUMBER DETAIL MU ADD "COLLAR" TO NOTE 1 06/07 GEN EDITS, ADD COLLAR NOTE #7 EB DATE REVISIONS BY 85 02/01 AIR VAC CLEAR SPACE TO LID MU 10/04 ADD NOTE 4 MU 03/08 TEXT EDIT LP DATE REVISIONS BY 83 12/04 CHG DRAIN ROCK TO 12" MIN MU DATE REVISIONS BY 81 12/03 UPDATE DETAIL TITLE MU DATE REVISIONS BY 89 12-04 RENUMBER DETAIL MU ADD "(DRAIN ROCK)' TO NOTE 1 DATE REVISIONS BY 80 02/01 ADD LATERAL DETAIL MU 12-04 CHG PLAN & SECTION VIEWS MU TEXT EDITS 06/07 GENERAL EDITS, ADD MIN LATERAL NOTEEB 24" MANHOLE FRAME & COVER WITH GAS TIGHT GASKET 4" INLET & OUTLET PIPE AND FITTINGS STANDARD S= 0.10 NOTES: CONCRETE COLLAR SEE DETAIL 86 TONGUE & GROOVE JOINT W/RAMNECK GASKET PRECAST CONCRETE BASE SEE BASE DETAIL #89 1. PIPES SHALL NOT PROTRUDE MORE THAN 3" INSIDE MANHOLE SECTION. 2. MANHOLES 5' DEEP OR MORE REQUIRE LADDERS (SEE DETAIL #86). 3. MANHOLES SHALL BE VACUUM TESTED PER ASTM C1244-93 OR HYDROSTATIC TESTED. 4. MANHOLES 5' OR LESS IN HEIGHT MAY BE CONCENTRIC TYPE I STANDARD MANHOLE 6" (TYP.) 2" FOR PRECAST 48" OR 60" AS REQUIRED 11" MIN. VARIES GROUT GRADE RINGS IN PLACE 6" MIN. DRAIN ROCK 6" MIN. STREET ELEVATION DATE REVISIONS BY 87 12-04 ADD DETAIL MU GROUT GRADE RINGS IN PLACE. NO MORE THAN 12" OF GRADE RINGS WILL BE ALLOWED. 6" (TYP.) 2" FOR PRECAST SEWER COLLECTOR MAIN SURFACE OF STREET DAS-2.5NSW CURB MARKER OR STAMPED IN FACE OF CURB NOT LESS THAN 1 1/2" HIGH AND 3/16" DEEP PLAN 4" x 4" REDWOOD POST OR STEEL RISER SECTION S= 0.10 FLOW LINE NOTES: TYPE 3 INSIDE DROP MANHOLE 1. MANHOLES 5' DEEP OR MORE REQUIRE LADDERS (SEE DETAIL #86). 2. MANHOLES SHALL BE VACUUM TESTED PER ASTM C1244-93. 3. DROP MANHOLES ARE TO BE USED ON ALL SANITARY SEWERS WITH MORE THAN 2' VERTICAL DROP AT MANHOLE, NOT TO EXCEED 8 FEET. 4. MAINS SHALL BE SLOPED TO FALL AT LEAST 0.1 FEET ACROSS MANHOLE SECTION. CONCRETE COLLAR SEE DETAIL #86 MASONRY DAM- MORTAR IN PLACE- NOT HIGHER THAN 1/4 PIPE DIAMETER 2' MIN - 8' MAX 6" (TYP.) 11" MIN. VARIES 48" OR 60" GROUT GRADE RINGS IN PLACE (NOT TO EXCEED 12") 6" MIN. 6" MIN 12" MIN. DRAIN ROCK DATE REVISIONS BY 84 12/04 ADD DETAIL MU GRADE RINGS TAPER NOTES: TYPE 1 MANHOLE COLLAR WITHOUT LADDER 1. CONCRETE COLLAR SHALL BE PER WATER/SEWER GENERAL NOTE # 5. 2. HEIGHT OF COLLAR SHALL BE CONSISTENT ALL AROUND MANHOLE. 3. ALL MANHOLES SHALL INCLUDE D&L SUPPLY A-1024 FRAME AND COVER ASSEMBLY, OR EQUAL, WITH THE LETTERS "SANITARY SEWER" CLEARLY DISPLAYED ON THE COVER. 4. CONCRETE COLLAR SHALL BE FLUSH WITH ADJACENT PAVEMENT (0.00' TO 0.02') 5. CONSTRUCT AFTER PAVING IS COMPLETE 6. CASTING AND COLLAR SHALL BE 12" TO 18" ABOVE GRADE IN UNIMPROVED AREAS CONCENTRIC BARREL SECTION CONCRETE COLLAR (SEE NOTE 1) 11" MIN. 24" MAX. VARIES 6" MIN DATE REVISIONS BY 88 10/04 ADD 2 GRADE RING RESTRICTION MU 12-04 RENUMBER DETAIL MU ADD "COLLAR" TO NOTE 1 GROUT GRADE RINGS IN PLACE. NO MORE THAN 12" OF GRADE RINGS WILL BE ALLOWED. 3' MIN. COVER FROM FLOWLINE TO TOP OF PIPE TEE W / PLUG ENCASE PIPE IN 4" OF CONCRETE LATERAL CLEANOUT ASSEMBLY PER DETAIL #82 12" TRACER WIRE IS TO START AT PROPERTY LINE CLEAN OUT AND END AT SEWER MAIN WITHIN RIGHT-OF-WAY. PRECAST OR POURED-IN PLACE CONCRETE BASE. SEE DETAIL #89 PRECAST OR POURED-IN PLACE CONCRETE BASE. SEE DETAIL #89 TEE WITH PLUG Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION SANITARY SEWER MAY 2008 JAM MU 5 5 OF 12 DATE REVISIONS BY 12-04 ADD SHEET S-11 MU 12-04 ADD MH ABANDONMENT DETAIL MU 06-07 COMPREHENSIVE EDITS EB 04/08 GLOBAL REVISIONS AND RENUMBERING LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:36:26 PM, AcroPlot.pc3 TYPICAL LATERAL INSTALLATION LOW PRESSURE FORCE MAIN TYPICAL OUTDOOR INSTALLATION TYPICAL DROP CONNECTION LPSS IN EXISTING MANHOLE 1 1 4" NIPPLE WITH FEMALE ADAPTER CONTRACTOR SHALL INSTALL CONCRETE BALLAST ONLY IN GROUNDWATER CONDITIONS 6" OF BASE OR DRAIN ROCK REQUIRED UNDER E-ONE UNIT, TYP. BASEMENT ALARM / CONTROL PANEL E-ONE UNIT 6" BRASS NIPPLE MUELLER CURB VALVE FIP x FIP THRD MUELLER COMP COUPLING 11 4" PE PIPE (CTS 200 PSI) PVC CHECK VALVE (SEE GENERAL NOTES, DETAIL MUELLER COMP COUPLING MUELLER CORP VALVE SADDLE TAP LOW PRESSURE FORCE MAIN SEE GENERAL NOTES #2 TYPICAL LATERAL INSTALLATION GRAVITY MAIN 1 1/4" DISCHARGE LINE E-ONE SUPPLY CABLE GRAVITY SERVICE LINE ALARM / CONTROL PANEL LOW PRESSURE SEWER LINE ELBOW SS STRAP 24" OC ELBOW EXISTING MANHOLE GRAVITY SEWER RISER WITH LID RISER WITH LID 2' MIN. 10' P.U.E. EASEMENT. NOTES: BASEMENT ALARM / CONTROL PANEL E-ONE UNIT 6" BRASS NIPPLE MUELLER CURB VALVE FIP x FIP THRD MUELLER COMP COUPLING 11 4" PE PIPE (CTS 200 PSI) PVC CHECK VALVE (SEE GENERAL NOTES, DETAIL MUELLER COMP COUPLING MUELLER CORP VALVE SADDLE TAP SDR 35 PVC GRAVITY SEWER MAIN MIN OR LARGER) SEE GENERAL NOTES #2 RISER WITH LID RISER WITH LID 2' MIN. 10' P.U.E. EASEMENT. RISER WITH LID NEOPRENE GASKET NUT SEWAGE AIR VALVE MUELLER B25028 MALE BRASS PIPING BY 110 CORP STOP COPPER TUBING SIZE POLYETHYLENE RISER- INSTALL W/CONSTANT UPWARD SLOPE FROM CORP STOP TO ANGLE VALVE CONCRETE BLOCK FOOTING CHRISTY B-40 TRAFFIC-RATED BOX & CHRISTY 61D75 LID, H-20 RATED 2" RIGID INSULATION GLUED TO INTERIOR WALLS AND UNDER BOX LID W/CAULKING BROOKS 17" X 28" (MIN.) GROOM F.G. TO SLOPE AWAY FROM BOX IN ALL DIRECTIONS STEEL TRAFFIC LID APCO SEWAGE AIR VALVE OR APPROVED EQUAL MUELLER CURB STOP VALVE CONSTRUCT VALVE SUPPORT CHAIR 3.5' X 5' X 1' MIN. DRAIN ROCK (3/4" - 1/2") GRAVEL BED BASE FOR METER BOX ALL VALVES SHALL BE BRONZE OR BRASS. ALL PIPE AND FITTINGS SHALL BE BRASS EXCLUDING VENT PIPE. NOTE: 317 STAINLESS STEEL EPOXY-COATED DOUBLE STRAP O.D.-CONTROLLED SADDLE (OR APPROVED EQUAL) SEE WATER SERVICE CONNECTION DETAIL #20. 24" CENTER AIR VAC VALVE IN BOX EPOXY-COATED STEEL PIPE RISER SANITARY SEWER FORCE MAIN SLOPE SLOPE NOTE: CAST IN PLACE MANHOLE BASE, BARREL SECTION(S), ECCENTRIC OR CONCENTRIC CONE, FRAME & COVER, AND RELATED APPURTENANCES SHALL MEET THE REQUIREMENTS OF THESE, STANDARD DRAWINGS. CUSTOM MANHOLE BASES MAY BE USED IN THIS APPLICATION. SPECIAL REQUIREMENTS MAY APPLY. MANHOLE CONSTRUCTION OVER EXISTING SEWER LINE DATE REVISIONS BY 91 12/03 ADD MH CONST. OVER EXISTING MU 12-04 RENUMBER MU 06/07 GEN EDITS EB PRECAST BARREL SECTION FORMED TO CLEAR PIPELINE EXPOSE PIPELINE & GRIND AWAY TOP HALF TO WIDTH EQUAL TO MANHOLE I.D. FORM SLOPING MANHOLE BASE TO PIPELINE MIDPOINT. 4" MIN. VERTICAL DROP TO PIPELINE CAST IN PLACE CONCRETE BASE 8" MINIMUM CONCRETE THICKNESS BETWEEN PIPELINE INVERT AND BOTTOM OF MANHOLE BASE PIPE CONNECTION TO EXISTING MANHOLE DATE REVISIONS BY 92 12/03 ADD PIPE CONNECT TO EXISTING MH MU 12-04 RENUMBER MU FLEXIBLE PIPE TO MANHOLE CONNECTOR OR MODULAR MECHANICAL TYPE WATERTIGHT SEAL. SEE APPENDIX A-6, CONNECTION TO EXISTING MANHOLE. CORE DRILL EXISTING CONCRETE MANHOLE WALL AND SET NEW PIPE INVERT EQUAL TO TOP OF EXISTING SLOPED FLOOR. NEW CHANNEL FLOWLINE - GRIND OUT CONCRETE SECTION TO PROVIDE EVEN PROFILE GRADE TO TO EXISTING PIPELINE INVERT. EXISTING MANHOLE BASE AND CHANNEL DATE REVISIONS BY 93 12/03 ADD SEWAGE AIR VALVE DETAIL MU 12/04 MOVE FROM S10-12 TO S11-01 06/07 DEL BOLLARD EB DATE REVISIONS BY 98 DATE REVISIONS BY 97 06/07 ADD NOTES 1 & 2 EB DATE REVISIONS BY 96 12/2002MUELLER COUPLING/BRASS NIPPLE MU 01/03 ADD REFERENCE TO GENERAL NOTE #2 MU DATE REVISIONS BY 95 01/03 ADD REFERENCE TO GENERAL NOTE #2 MU STANDARD MANHOLE ABANDONMENT DATE REVISIONS BY 94 10-04 ADD DETAIL MU INSTALL TYPE 2 BASE COMPACTED TO 90% OF MDD REMOVE AND DISPOSE CONE, LID, AND FRAME FILL MANHOLE WITH SAND TO BOTTOM OF CONE DEPTH VARIES GROUND ELEVATION NOTES: 1. GROUT ALL EXISTING SEWER MAINS 5-FT MIN. BEYOND MANHOLE. TYPICAL FLUSHING CONNECTION ON LPSS MAIN PLAN VIEW INSULATION MAYBE NEEDED (PER ENGINEER) GRAVEL BEDDING WYE 45° ELBOW THRUST BLOCK TO BE SPEC'D BY ENGINEER PEA GRAVEL OR CRUSHED STONE CONCRETE PAD MAYBE NECESSARY FOR STRUCTURAL SUPPORT WYE 45° ELBOW 2 1/2" NIBCO PLASTIC BALL VALVE ENSURE PLASTIC BALL VALVE MANUFACTURER 2 1/2" NIBCO PLASTIC BALL VALVE ENSURE PLASTIC BALL VALVE MANUFACTURER MUELLER RS GATE WITH 2" OPERATING NUT MUELLER RS GATE WITH 2" OPERATING NUT DATE REVISIONS BY 99 12/02 SPECIFY VALVES MU 01/03 EDIT VALVE SPECIFICATIONS MU 10/05 CONFORMATION & TEXT EDITS MU 45° VALVE BOX & LID PER STD. DETAIL #24 BALL VALVE BALL VALVE FLANGE COUPLING ADAPTER FLANGE COUPLING ADAPTER TRAFFIC RATED N-16 BOX LPSS MAIN WYE LPSS MAIN LPSS MAIN LPSS MAIN SECTION NOTES: 1. LOCATION OF E-ONE UNITS TO BE APPROVED BY PUBLIC WORKS IN IMPROVEMENT PLAN SUBMITTAL AND FIELD VERIFIED DURING INSTALLATION. 2. ALARM/CONTROL PANEL IS TO BE PLACED TO ENSURE SERVICEABILITY 1. USE SADDLE TAP FOR C900 PVC FORCE MAIN OR FEMALE (THREAD x GLUE ) TEE FOR 2" OR 3" SDR 21 FORCE MAIN. 2. LOCATION OF E-ONE UNITS TO BE APPROVED BY PUBLIC WORKS IN IMPROVEMENT PLAN SUBMITTAL AND FIELD VERIFIED DURING INSTALLATION. NOTES: 1. USE SADDLE TAP FOR C900 PVC FORCE MAIN OR FEMALE (THREAD x GLUE ) TEE FOR 2" OR 3" SDR 21 FORCE MAIN. 2. LOCATION OF E-ONE UNITS TO BE APPROVED BY PUBLIC WORKS IN IMPROVEMENT PLAN SUBMITTAL AND FIELD VERIFIED DURING INSTALLATION. Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION SANITARY SEWER MAY 2008 JAM EB 6 6 OF 12 DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING MU/RRB 01/03 EDIT GENERAL NOTE 2 MU 4/08 GLOBAL REVISIONS AND RENUMBERING LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:36:50 PM, AcroPlot.pc3 THRUST BLOCK TO BE SPEC'D BY ENGINEER MUELLER RS GATE WITH 2" OPERATING NUT (OR APPROVED EQUAL) LPSS MAIN IN-LINE VALVE FORCE MAIN SIPHON BREAK AT PROPERTY LINE DATE REVISIONS BY 101 12/03 ADD FM BREAK AT PL MU 06/07 ADD WARNING TAPE EB FORCE MAIN SIPHON BREAK AT MANHOLE DATE REVISIONS BY 102 12/03 ADD FM BREAK AT MH MU 12-04 CHANGE THROUGH PIPE TO CHANNEL MU ADD "PUBLIC WORKS" TO NOTE FLOW PLAN PROFILE FLOW NOTES: PL 2% MIN. SLOPE FLOW TRACER WIRE ATTACHED TO TOP OF FORCE MAIN. CONTINUOUS ALONG ENTIRE LENGTH OF FORCE MAIN, BEGINNING AT BOXED CHECK VALVE AND TERMINATING AT PROPERTY LINE CLEANOUT. CLEANOUT RISER SERVICE LATERAL ENLARGER (MATCH INVERTS) WELL COMPACTED CLASS A BEDDING MATERIAL PLACED AT FULL TRENCH WIDTH. PLACE MIN. 12" ABOVE AND 6" BELOW PIPE. SECURE 45° FITTING WITH 1/2" DIA. REBAR STRAP. HOOK ENDS OF REBAR WITHIN THRUST BLOCK. UNDISTURBED SOIL (TYP.) CONCRETE THRUST BLOCK BUILDING FORCE MAIN 45° FITTING (GLUED) TWO 45° FITTINGS OR ONE 90° FITTING (GLUED) 45° FITTING (GLUED) FLEXIBLE PIPE-TO-MANHOLE CONNECTOR OR MODULAR MECHANICAL SEAL (WATERTIGHT) 1/2" STEEL DOWEL ROTATE FITTING TO DROP IN CENTER OF FLOW LINE MAIN PIPELINE CLASS CONCRETE THRUST BLOCK 1/2" STEEL DOWEL FORCE MAIN TRACER WIRE ATTACHED TO TOP OF FORCE MAIN. CONTINUOUS ALONG ENTIRE LENGTH OF FORCE MAIN, BEGINNING AT BOXED CHECK VALVE AND TERMINATING WITHIN OUTLET MANHOLE. FORCE MAIN CORE DRILL MANHOLE WALL 1/2" STEEL DOWEL. DRILL & EPOXY MINIMUM 4" INTO BASE ROTATE FITTING TO DROP IN CENTER OF FLOW LINE 1/2" STAINLESS STEEL STRAP BOLTED TO CONCRETE 45° FITTINGS (GLUED) SIPHON BREAK MAY BE LOCATED OUTSIDE OF MANHOLE PENDING FIELD CONDITIONS ON A CASE BY CASE BASIS AS DETERMINED BY PUBLIC WORKS. SPECIAL REQUIREMENTS MAY APPLY. DATE REVISIONS BY 100 06-07 ADD WARNING TAPE & TRACER WIRE EB PEA GRAVEL OR CRUSHED STONE WARNING TAPE TRACER WIRE WARNING TAPE SEWER/STORM DRAIN CROSSING WATER MAIN DATE REVISIONS BY 103 03/04 UPDATE ENCASEMENT REQUIREMENTS MU 06/07 GENERAL EDITS, MIN LAT SZ ADDED EB 11/07 REVISE NOTES, CLEARANCE & CROSS EB 11/07 REDUCE MIN SEPARATION TO 6" EB 04/08 MAJOR REVISIONS EB DETAIL IDs 104 THRU 122 RESERVED FOR FUTURE USE LESS THAN 18" 20' LENGTH OF DOMESTIC WATER MAIN, NO JOINTS, CENTERED ON PIPE BELOW MECHANICALLY RESTRICTED JOINT (TYP.) MECHANICALLY RESTRICTED JOINT (TYP.) MECHANICALLY RESTRICTED JOINT (TYP.) MECHANICALLY RESTRICTED JOINT (TYP.) MECHANICALLY RESTRICTED JOINT (TYP.) MECHANICALLY RESTRICTED JOINT (TYP.) MECHANICALLY RESTRICTED JOINT (TYP.) MECHANICALLY RESTRICTED JOINT (TYP.) 20' LENGTH OF SANITARY SEWER, STORM DRAIN, OR EFFELUENT WATER MAIN, NO JOINTS, CENTERED ON PIPE ABOVE 20' LENGTH OF DOMESTIC WATER MAIN, NO JOINTS, CENTERED ON PIPE ABOVE 10' 10' 10' SANITARY SEWER, STORM DRAIN OR EFFLUENT WATER MAIN 20' LENGTH OF SANITARY SEWER, STORM DRAIN, OR EFFELUENT WATER MAIN, NO JOINTS, CENTERED ON PIPE BELOW DOMESTIC WATER MAIN SANITARY SEWER, STORM DRAIN OR EFFLUENT WATER MAIN DOMESTIC WATER MAIN 10' 10' 4" SANITARY SEWER LATERAL 20' LENGTH OF 6" AWWA C900 CLASS 100 PVC PIPE SLEEVE CENTERED ON THE PIPE BELOW SANITARY SEWER MAIN CL CL CL CL CL 6" MIN. LESS THAN 18" 10' 6" MIN. 20' LENGTH OF DOMESTIC WATER MAIN, NO JOINTS, CENTERED BELOW AND JOINTS RESTRAINED OR SLEEVED NOTES: x "WATER" INCLUDES WATER MAINS AND LATERALS. x "SEWER" INCLUDES SANITARY SEWER, STORM DRAIN AND RECLAIMED WASTEWATER MAINS AND LATERALS. x "SLEEVE" MEANS ENCASING THE WATER OR SEWER WITH A 20' LENGTH OF AWWA C900 CLASS 100 OR GREATER WATER QUALITY PIPE, CENTERED AT THE POINT OF WATER/SEWER CROSSING. TO AVOID BEING GROUTED IN PLACE, THE WATER MAIN INSIDE THE SLEEVE MUST HAVE A DIAMETER EQUAL TO OR GREATER THAN 2/3 THE DIAMETER OF THE SLEEVE. USE OF A "SLEEVE" IS AN ACCEPTABLE ALTERNATIVE TO CENTERING THE WATER AND SEWER AT THE POINT OF CROSSING. x "RESTRAIN" MEANS USING MECHANICAL COUPLINGS TO RESTRICT JOINT MOVEMENT OR SEPARATION OF PIPE JOINTS WITHIN 10' EACH SIDE OF THE POINT OF CROSSING. x "SPECIAL CONSTRUCTION" ARE TO BE IDENTIFIED ON THE PLANS IN PLAN VIEW USING CROSS-HATCHING AND IN PROFILE VIEW BY REFERENCING A STANDARD DETAIL. x "CONCRETE ENCASEMENT" OF THE WATER AS MITIGATION OR PROTECTION IS DISCOURAGED. NOTES: EVERY EFFORT IS TO BE MADE TO KEEP WATER MAIN OR WATER LATERAL 18" ABOVE SEWER MAIN AND WATER MAIN 12" ABOVE SEWER LATERAL. OTHERWISE, THE FOLLOWING SPECIAL CONSTRUCTION METHODS APPLY: SEWER MAIN ABOVE MAIN, OR BELOW LESS THAN 18": 1. SLEEVE OR CENTER SEWER MAIN AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. SEWER MAIN ABOVE EXISTING WATER MAIN, OR SEWER MAIN BELOW EXISTING WATER MAIN BY LESS THAN 18": 1. USE AWWA C900 WATER QUALITY PIPE, GREEN STRIPED, FOR SEWER MAIN MANHOLE TO MANHOLE AND CENTER SEWER MAIN AT CROSSING AND RESTRAIN ANY EXPOSED WATER MAIN JOINTS. EXISTING SEWER MAIN ABOVE WATER MAIN, OR BELOW LESS THAN 18": 1. POLYETHYLENE WRAP AND CONCRETE ENCASE SEWER MAIN JOINTS WITHIN 10' EACH SIDE OF THE POINT OF CROSSING AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. EXISTING SEWER FORCE MAIN ABOVE WATER MAIN, OR BELOW LESS THAN 18" 1. POLYETHYLENE WRAP AND CONCRETE ENCASE SEWER FORCE MAIN JOINTS WITHIN 10' EACH SIDE OF THE POINT OF CROSSING (UNLESS WELDED HDPE THEN NOT NECESSARY) AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. < 24" RCP STORM DRAIN ABOVE WATER MAIN, OR BELOW LESS THAN 18": 1. POLYETHYLENE WRAP AND CONCRETE ENCASE RCP STORM DRAIN JOINTS WITHIN 10' EACH SIDE OF THE POINT OF CROSSING AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. 2. USE EXTERNAL JOINT SEALANTS FOR RCP STORM DRAIN DIAMETERS FROM 16"-21" AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. > OR =24" RCP STORM DRAIN ABOVE WATER MAIN, OR BELOW LESS THAN 18": 1. POLYETHYLENE WRAP AND CONCRETE ENCASE RCP STORM DRAIN JOINTS WITHIN 10' EACH SIDE OF THE POINT OF CROSSING AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. 2. USE EXTERNAL JOINT SEALANTS OR JOINT GASKETS ON RCP STORM DRAIN AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. 3. USE EXTERNAL JOINT SEALANTS FOR RCP STORM DRAIN DIAMETERS FROM 24"-168" AND SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN. PVC STORM DRAIN ABOVE WATER MAIN,, OR BELOW LESS THAN 18": 1. SLEEVE OR CENTER STORM DRAIN AND SLEEVE WATER MAIN CENTER AND RESTRAIN WATER MAIN. SEWER LATERAL ABOVE WATER, OR BELOW LESS THAN 12": 1. SLEEVE WATER MAIN OR CENTER AND RESTRAIN WATER MAIN AND SLEEVE SEWER LATERAL. SEWER LATERAL ABOVE EXISTING WATER MAIN, OR SEWER LATERAL BELOW EXISTING WATER MAIN BY LESS THAN 12": 1. SLEEVE OR CENTER SEWER LATERAL AT CROSSING AND RESTRAINEXPOSED WATER MAIN JOINTS. SEWER MAIN ABOVE WATER LATERAL, OR BELOW LESS THAN 18": 1. USE PE TUBING CONFORMING TO AWWA STANDARD C901-88 AND ASTM D2737 FOR WATER LATERAL AND SLEEVE OR CENTER SEWER MAIN. NON-POTABLE MAIN ABOVE WATER LATERAL, OR NON-POTABLE MAIN BELOW LATERAL BY LESS THAN 12": 1. USE PE TUBING CONFORMAIN TO AWWA STANDART C901-02 AND ASTM D2737 FOR WATER LATERAL AND SLEEVE OR CENTER MAIN. NON-POTABLE LATERAL ABOVE WATER MAIN, OR NON-POTABLE LATERAL BELOW WATER MAIN BY LESS THAN 12": 1. USE PE TUBING CONFORMAIN TO AWWA STANDART C901-02 AND ASTM D2737 FOR WATER LATERAL AND SLEEVE OR CENTER AND RESTRAIN WATER MAIN. INTENTIONALLY LEFT BLANK Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION SANITARY SEWER MAY 2008 JAM EB 7 7 OF 12 DATE REVISIONS BY 12/03 ADD FM BREAK AT PL MU 12/03 ADD FM BREAK AT MH MU 12/03 ADD SAND OIL INTERCEPTOR 04/08 GLOBAL REVISIONS AND RENUMBERING LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:37:13 PM, AcroPlot.pc3 SAND CLASS NOTES: PAVED ST. MONUMENT DETAIL 1. BRONZE SURVEY MARKER (SERVCO #286 OR EQUAL) MAY BE SUBSTITUTED FOR THE 5/8" SHAFT & CAP. 2. 1-1/2" (MIN.) NONFERROUS CAP W/ PLS # PERMANENTLY ATTACHED PRIOR TO PLACEMENT. 3. MONUMENT(S) SHALL BE SET BY CONTRACTOR. 4. PLACE MONUMENTS AT ALL BC's, EC's, PRC's, PCC's AND INTERSECTIONS ON STREET CENTERLINES. 5. CONCRETE COLLAR SHALL BE FLUSH WITH ADJACENT PAVEMENT to 6. CONSTRUCT AFTER PAVING IS COMPLETED. 7. CONCRETE SHALL MEET ORANGE BOOK REQUIREMENTS FOR FREEZE AND THAW ENVIRONMENTS. 8. SEE CONCRETE WORK GENERAL NOTE 2. 9" MIN 12" MIN 6" MIN 2' MIN SEE NOTE 2 6" 6" LOCAL STREETS WITHOUT ON-STREET PARKING 1. FIFTY (50) FOOT RIGHT-OF-WAY IS REQUIRED FOR LOCAL STREETS. 2. MINIMUM SECTION TO BE 3" TYPE 2 AC20 WITH SAND SEAL OR TYPE 3 AC20 WITH FOG SEAL TO BE COMPACTED TO 96% MARSHALL DENSITY WITH 6" TYPE 2 AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% MDD. ACTUAL SECTION TO BE VERIFIED BY A SOILS REPORT. SUB-GRADE TO BE COMPACTED TO A RELATIVE DENSITY OF 90% OR BETTER. 3. DITCH DEPTH SHALL BE 6" MIN OR AS REQUIRED BY HYDROLOGY REPORT. 4. FOR SLOPE STABILIZATION REFER TO SECTION 3.4.9 OF THE CURRENT CITY OF FERNLEY DESIGN STANDARDS. 5. ADDITIONAL RIGHT OF WAY OR SLOPE EASEMENT SHALL BE PROVIDED AS NEEDED TO AT LEAST 2' OUTSIDE HIGH POINT. CUT AND FILL SLOPES SHALL MEET REQUIREMENTS PER CURRENT IBC. 6. AFTER PAVING IS COMPLETE ROAD SHALL BE SHOULDERED WITH BASE TO EDGE OF PAVEMENT. 7. CITY OF FERNLEY SHALL MAINTAIN PAVING AND DITCHES UPON ISSUANCE OF NOTICE OF COMPLETION BY THE CITY. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF WORKMANSHIP AND/OR MATERIAL DEFICIENCIES AT THE ONE YEAR WARRANTY PERIOD. PUBLIC WORKS WILL BE RESPONSIBLE FOR THE MAINTENANCE OF PAVING AND DITCHES. 8. IF ON-STREET PARKING IS TO BE PROVIDED, THE SHOULDERS SHALL INCREASE FROM 4 FEET TO 8 FEET AND THE RIGHT OF WAY SHALL BE INCREASED AS NEEDED. RURAL ROADWAY TYPE 3P RURAL ROADWAY TYPE 1P COLLECTOR STREETS WITHOUT ON-STREET PARKING 1. SIXTY (60) FOOT RIGHT-OF-WAY IS REQUIRED FOR COLLECTOR STREETS AND LOCAL STREETS SERVING NONRESIDENTIAL USES. 2. MINIMUM SECTION TO BE 3" TYPE 2 AC20 WITH SAND SEAL OR TYPE 3 AC20 WITH FOG SEAL TO BE COMPACTED TO 96% MARSHALL DENSITY WITH 6" TYPE 2 AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% MDD. ACTUAL SECTION TO BE VERIFIED BY A SOILS REPORT. SUBGRADE TO BE COMPACTED TO A RELATIVE DENSITY OF 90% OR BETTER. 3. DITCH DEPTH SHALL BE 6" MIN. OR AS REQUIRED BY HYDROLOGY REPORT. 4. FOR SLOPE STABILIZATION REFER TO SECTION 3.4.9 OF THE CURRENT CITY OF FERNLEY DESIGN STANDARDS. 5. ADDITIONAL RIGHT OF WAY OR SLOPE EASEMENT SHALL BE PROVIDED AS NEEDED TO AT LEAST 2' OUTSIDE HIGH POINT. CUT AND FILL SLOPES SHALL MEET REQUIREMENTS PER CURRENT IBC. 6. AFTER PAVING IS COMPLETE, ROAD SHALL BE SHOULDERED WITH BASE TO EDGE OF PAVEMENT. 7. CITY OF FERNLEY SHALL MAINTAIN PAVING AND DITCHES UPON ISSUANCE OF NOTICE OF COMPLETION BY THE CITY. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF WORKMANSHIP AND/OR MATERIAL DEFICIENCIES AT THE ONE YEAR WARRANTY PERIOD. PUBLIC WORKS WILL BE RESPONSIBLE FOR THE MAINTENANCE OF PAVING AND DITCHES. 8. IF ON-STREET PARKING IS TO BE PROVIDED, THE SHOULDERS SHALL INCREASE FROM 4 FEET TO 8 FEET AND THE RIGHT OF WAY SHALL BE INCREASED AS NEEDED. GRAVEL ROADWAY TYPE 1G COLLECTOR STREETS WITHOUT ON-STREET PARKING 1. SIXTY (60) FOOT RIGHT-OF-WAY IS REQUIRED FOR COLLECTOR STREETS AND LOCAL STREETS SERVING NONRESIDENTIAL USES. 2. USE 6" TYPE 2 AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. 3. SUB-GRADE TO BE COMPACTED TO A RELATIVE DENSITY OF 90% OR BETTER. 4. GRAVEL ROADS AND ASSOCIATED DRAINAGE FACILITIES WILL NOT BE MAINTAINED BY THE CITY OF FERNLEY. 5. DITCH DEPTH SHALL BE 6" MIN. OR AS REQUIRED BY HYDROLOGY REPORT. 6. ADDITIONAL RIGHT OF WAY OR SLOPE EASEMENT SHALL BE PROVIDED AS NEEDED TO AT LEAST 2' OUTSIDE HIGH POINT. CUT AND FILL SLOPES SHALL MEET REQUIREMENTS PER CURRENT IBC. 7. IF ON-STREET PARKING IS TO BE PROVIDED, THE SHOULDERS SHALL INCREASE FROM 4 FEET TO 8 FEET AND THE RIGHT OF WAY SHALL BE INCREASED AS NEEDED. 8. FOR SLOPE STABILIZATION REFER TO SECTION 3.4.9 OF THE CURRENT CITY OF FERNLEY DESIGN STANDARDS. GRAVEL ROADWAY TYPE 3G LOCAL STREETS WITHOUT ON-STREET PARKING 1. FIFTY (50) FOOT RIGHT-OF-WAY IS REQUIRED FOR LOCAL STREETS WITH NO FUTURE POSSIBILITY OF SERVING MORE THAN FORTY (40) LOTS. 2. USE 6" TYPE 2 AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. 3. SUB-GRADE TO BE COMPACTED TO A RELATIVE DENSITY OF 90% OR BETTER. 4. GRAVEL ROADS AND ASSOCIATED DRAINAGE FACILITIES WILL NOT BE MAINTAINED BY THE CITY OF FERNLEY. 5. DITCH DEPTH SHALL BE 6" MIN OR AS REQUIRED BY HYDROLOGY REPORT. 6. ADDITIONAL RIGHT OF WAY OR SLOPE EASEMENT SHALL BE PROVIDED AS NEEDED TO AT LEAST 2' OUTSIDE HIGH POINT. CUT AND FILL SLOPES SHALL MEET REQUIREMENTS PER CURRENT IBC. 7. IF ON-STREET PARKING IS TO BE PROVIDED, THE SHOULDERS SHALL INCREASE FROM 4 FEET TO 8 FEET AND THE RIGHT OF WAY SHALL BE INCREASED AS NEEDED. 8. FOR SLOPE STABILIZATION REFER TO SECTION 3.4.9 OF THE CURRENT CITY OF FERNLEY DESIGN STANDARDS. TYPICAL UTILITY MAIN LOCATIONS CONCRETE GENERAL NOTES: 1. THE ENGINEER SHALL SUBMIT A TRAFFIC REPORT AND PAVEMENT SECTION DESIGN WITH THE IMPROVEMENT PLANS, UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER. 2. THE ENGINEER OF RECORD SHALL SUBMIT THE PAVEMENT MIX DESIGN TWO WEEKS PRIOR TO PAVING TO THE CITY OF FERNLEY PUBLIC WORKS DEPARTMENT FOR REVIEW. ELECTRIC TELEPHONE T.V. WATER GAS SEWER STORM DRAIN PL CL 10' P.U.E. 1/3 W 1/3 W 1/3 W 10' W - 10' W W SOUTH & WEST NORTH & EAST ROADWAY GEOMETRICS AND SPECIFICATIONS NOTES: 1. FF AND H ARE MEASURED TO TBC FOR TYPE 1 CURB. 2. STRUCTURAL SECTION SHALL BE DETERMINED BY ENGINEERING DESIGN BASED ON R-VALUE OR CBR TESTING, BUT IN NO CASE LESSS THAN THE MINIMUM SHOWN. R/W WIDTH TYPE II AC W / SAND SEAL TYPE III AC W / FOG SEAL AC CURB TYPE 1 P.C.C. C&G TYPE 2 CLASS B AGGREGATE BASE (COMP. TO 95%) M FF H S U TYPE II AC W / SAND SEAL TYPE III AC W / FOG SEAL R / W WIDTH FF H U TYPE 1 PCC CURB 1' MIN SLOPE 1% TO CURB 3 : 1 MAX TYPE 2 CLASS B AGGREGATE BASE MIN) 3 : 1 MAX SLOPE 1% AWAY FROM CURB TW (TRAVEL WAY) N.T.S. PERMANENT CUL-DE-SAC R / W SIDEWALK ALLEY R / W BEGIN CURB RETURN MIN LS MIN 5' MIN. RESIDENTIAL STREET PL LF 22' MIN D SEE DETAIL #150 STREET LF (FRONT-SIDEYARD SETBACK) = 30' MIN. LS (SIDEYARD SETBACK) = 5' MIN. LIGHT COMMERCIAL INCLUDES OFFICE BUILDINGS AND OTHER COMMERCIAL BUILDINGS 2 STORIES IN HEIGHT. MOTEL DRIVEWAYS SHALL NOT EXCEED 30'. HEAVY COMMERCIAL INCLUDES DRIVE-IN ESTABLISHMENTS, FACTORIES, SERVICE STATIONS AND WAREHOUSES. RESIDENTIAL DEVELOPMENTS WITH THREE CAR GARAGE LAYOUTS MAY INCREASE DRIVEWAY WIDTHS TO 30' MAXIMUM. ANY DEVIATION FROM THESE DIMENSIONS MUST BE SUBMITTED AND APPROVED BY THE AGENCY ENGINEER DRIVEWAY GEOMETRICS NOTES: TYPICAL 60' WIDE STREET SECTION 1. AGGREGATE FOR AC PAVING SHALL CONFORM TO SPECIFICATIONS FOR TYPE 3 AGGREGATE, SECTION 200.02.02 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION. BITUMINOUS MATERIALS SHALL CONFORM TO SPECIFICATIONS FOR AC-20, SECTION 201:02, FOG SEAL-SECTION 317.02.01, PRIME COAT SECTION 315, AND CONSTRUCTION METHODS-SECTION 320. 4' 4' 22' 22' 4' 4' 24" 24" P/L 2 % 2 % 3" MIN. A.C. TYPE 1 CURB P L / 6" TYPE II BASE (95% MIN.) /L P TYPE 1 PCC CURB 3" MIN. A.C. 2 % PCC WALK 2 % LC L /P TYPICAL 50' WIDE STREET SECTION 6" TYPE II BASE (95% MIN.) 24" 24" 2.5 4' 18.5' 18.5' 4' 2.5' 50' R / W NOTES: 1. AGGREGATE FOR AC PAVING SHALL CONFORM TO SPECIFICATIONS FOR TYPE 3 AGGREGATE, SECTION 200.02.02 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION. BITUMINOUS MATERIALS SHALL CONFORM TO SPECIFICATIONS FOR AC-20, SECTION 201:02, FOG SEAL-SECTION 317.02.01, PRIME COAT SECTION 315, AND CONSTRUCTION METHODS-SECTION 320. DATE REVISIONS BY 134 07/02 ADD NOTE 8 KLJ 06/07 GEN EDITS EB DATE REVISIONS BY 131 12/03 ADD ALTERNATIVE WATER LOCATION MU 06/07 ADD HORIZONTAL LOCATION ONLY DATE REVISIONS BY 129 12/02 UPDATE DIMENSIONS RRB 12/04 UPD LINEWORK / RENUMBER RRB DATE REVISIONS BY 127 DATE REVISIONS BY 128 DATE REVISIONS BY 132 06/07 GEN EDITS EB DATE REVISIONS BY 130 12/02 UPDATED RRB 02/05 RESIDENTIAL DWY INCREASE 30' MAX RRB 06/07 ADD NOTE 1 EB DATE REVISIONS BY 125 02/05 EDIT NOTE 7 RBB 06/07 SLOPE STABILIZATION NOTE, GEN EDITS EB DATE REVISIONS BY 126 02/05 EDIT NOTES RBB 06/07 SLOPE STABILIZATION NOTE, GEN EDITS EB DATE REVISIONS BY 124 12-04 EDIT NOTES RBB 06/07 SLOPE STABILIZATION NOTE, GEN EDITS EB DATE REVISIONS BY 123 12-04 EDIT NOTES RBB 06/07 SLOPE STABILIZATION NOTE, GEN EDITS EB ALTERNATIVE WATER 60' R/W PCC WALK R / W BNDY LINE P BNDY LINE N.T.S. PAVED TEMPORARY N.T.S. 1% MIN SLOPE UNPAVED TEMPORARY 4.0% MAX SLOPE FROM CENTER OF BULB TO LIP OF GUTTER ALONG ȭ PROFILE ONLY 1. 2. NOTES: TEMP TURNAROUND EASEMENT DOCUMENT REQUIRED WITH MIN 48' RADIUS TO BE ABANDONED WITH STREET EXTENSION. PAVED TEMPORARY TURNAROUND IS REQUIRED ON ALL FUTURE THROUGH-STREETS THAT FRONT LOTS, OR EXTEND MORE THAN 150 FT BEYOND THE NEAREST INTERSECTING STREET. TEMPORARY CUL-DE-SAC DATE REVISIONS BY 133 12/04 ADD DETAIL RRB TYPE 1 CURB / GUTTER 25' R 25' R VARIES VARIES 30'R @ FFC OR EDGE OF PAVING 48' R 43' MIN FFC OR EOP 5' R / W TYPE 3 BARRICADE (SEE DETAIL #159) 25' R 25' R VARIES VARIES 30' R EDGE OF BASE 48' R 43' MIN FFC 5' 4" MIN TYPE 2 CLASS B BASE COMP. TO 95% M.D.D. R / W 1% MIN SLOPE 4.0% MAX SLOPE FROM CENTER OF BULB TO LIP OF GUTTER ALONG PROFILE ONLY 16.5' ȭ TO LIP 6.5' TBC TO R/W 32'R @ FFC 50' R 43' MIN FFC 7.0' TOOL JOINTS 5' O.C. PAVED PERMANENT CUL-DE-SAC WITH CURB & GUTTER 50' R.O.W. MIN. 50' OR 60' R.O.W. 50' OR 60' R.O.W. N.T.S. R / W 1% MIN SLOPE 4.0% MAX SLOPE FROM CENTER OF BULB TO EOP ALONG PROFILE ONLY 25' R 25' R 24' EOP TO EOP 32' R @ EOP 50' R MIN TO ROW 43' MIN TO EOP 7' RURAL PAVED PERMANENT CUL-DE-SAC WITHOUT CURB & GUTTER 50' R.O.W. MIN. EOP 2:1 MAX SEE NOTE 4. 4' SHOULDER 15' ROADWAY 15' ROADWAY FILL COMPACTED 90% DENSITY MAX. GRADIENT: 8% MIN. CURVE RADIUS: 100' OR AS REQUIRED BY DESIGN SPEED EXISTING GROUND LEVEL SEE NOTE 6 3:1 SEE NOTE 3 2:1 MAX. SEE NOTE 4 CUT SEE NOTE 5 2' MIN. 2' MIN. 5% MAX. 5% MAX. 2% 2% SEE NOTES 5 & 8 60' R / W SEE NOTES 5 & 8 15' ROADWAY 4' SHOULDER 60' R / W EXISTING GROUND LEVEL 4' SHOULDER FILL COMPACTED 90% DENSITY MAX. GRADIENT: 8% MIN. CURVE RADIUS: 100' OR AS REQUIRED BY DESIGN SPEED 2' MIN. SEE NOTES 6 & 7 2:1 MAX. SEE NOTE 8 SEE NOTE 1 % 2 15' ROADWAY 2% SEE NOTE 6 SEE NOTES 6 & 7 2' MIN. SEE NOTE 5 1' MIN. 2:1 MAX. SEE NOTE 8 3:1 CUT 2' MIN. 4' SHOULDER 12' ROADWAY 12' ROADWAY FILL COMPACTED 90% DENSITY MAX. GRADIENT: 10% MIN. CURVE RADIUS: 100' OR AS REQUIRED BY DESIGN SPEED EXISTING GROUND LEVEL 3:1 SEE NOTE 3 CUT SEE NOTE 5 2' MIN. 2' MIN. 5% MAX. 5% MAX. 2% 2% SEE NOTES 5 & 8 50' R / W SEE NOTES 5 & 8 25' SEE NOTE 6 SEE NOTE 2 12' ROADWAY 4' SHOULDER 50' R / W EXISTING GROUND LEVEL 4' SHOULDER FILL COMPACTED 90% DENSITY MAX. GRADIENT: 10% MIN. CURVE RADIUS: 100' OR AS REQUIRED BY DESIGN SPEED 2' MIN. SEE NOTES 6 & 7 SEE NOTE 1 % 2 12' ROADWAY 2% SEE NOTE 6 SEE NOTES 6 & 7 2' MIN. SEE NOTE 5 3:1 CUT 2' MIN. 50' 5% MAX. 5% MAX. 2' MIN 2' MIN. 25' R CONCRETE (NOTE 4' SHOULDER 4' SHOULDER 25' R LC INSTALL CRACK CONTROL JOINTS 5' O.C. 1' MIN 1 2 3 4 5 5 4 3 1 2 EXISTING UTILITY 10' MIN 2:1 MAX SEE NOTE 4. 2:1 MAX. SEE NOTE 4 2:1 MAX. SEE NOTE 8 2:1 MAX. SEE NOTE 8 NOTES: 1. THE MAXIMUM SLOPE FOR RESIDENTIAL DRIVEWAYS SHALL BE 14% 2. WHEN EXISTING SIDEWALK IS SETBACK FROM THE DRIVEWAY APRON (i.e. PARKWAY AREA) THE TRANSITION LENGTH FOR THE DRIVEWAY APRON WINGS MAY BE HALF THE VALUES SHOWN IN THE TABLE BELOW. THE TRANSITION TABLE IS BASED ON A 6" CURB HEIGHT. FOR DIFFERENT CURB HEIGHTS, THE TRANSITION LENGTH SHOWN ON THE TABLE SHALL VARY BASED UPON MAINTAINING A MAXIMUM SLOPE OF 12:1 TYPICAL SECTION DETAIL IS FOR HORIZONTAL LOCATIONS ONLY TOOL JOINTS 5' O.C. TOOL JOINTS 5' O.C. TOOL JOINTS 5' O.C. SURVEY BOX & DEEP SEAT CAP MARKED "SURVEY' (D & L M-8046 & M-8056 OR EQUAL). 5/8"x24" METAL SHAFT (SMOOTH SHAFTS TO BE DEFORMED. SEE NOTE R/W WIDTH H FF M S U NOTES OR REMARKS 125 56.5 49.5 7 5 1 EXPRESSWAY (MIN. 4" AC w/6" AGG BASE) 100 43.5 36.5 7 4 2.5 MAJOR ARTERIAL (MIN. 4" AC w/6" AGG BASE) 80 34.5 - - 4 1.5 MINOR ARTERIAL \ INDUSTRIAL (MIN. 3" AC w/6" AGG BASE) 60 22 - - 4 4 COLLECTOR \ COMMERCIAL (MIN. 3" AC w/6" AGG BASE) 50 18.5 - - 4 2.5 LOCAL \ RESIDENTIAL (MIN. 3" AC w/6" AGG BASE) R/W WIDTH H FF M TW U NOTES OR REMARKS 125 56 49 7 38 4.5 EXPRESSWAY (MIN. 4" AC w/6" AGG BASE) 100 43 36 7 24 5.0 MAJOR ARTERIAL (MIN. 4" AC w/6" AGG BASE) 80 34 - - 24 4.0 MINOR ARTERIAL \ INDUSTRIAL (MIN. 3" AC w/6" AGG BASE) 60 21.5 - - 12 6.5 COLLECTOR \ COMMERCIAL (MIN. 3" AC w/6" AGG BASE) 50 18 - - 12 5.0 LOCAL \ RESIDENTIAL (MIN. 3" AC w/6" AGG BASE) HEAVY COMMERCIAL AND INDUSTRIAL LIGHT COMMERCIAL 12' MIN. 24' MAX. D (DRIVEWAY WIDTH) 14' MIN. (ONE-WAY) 24' MIN. (TWO-WAY) 34' MAX. 14' MIN. (ONE-WAY) 30' MIN. (TWO-WAY) 54' MAX. (HEAVY TRUCK) Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION STREETS MAY 2008 JAM RRB 8 8 OF 12 DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING SYSTEM MU/RB 12/02 ADD CUL DE SAC RRB 06/07 GENERAL UPDATE OF ALL STANDARD DETAILS EB 04/08 GLOBAL REVISIONS AND RENUMBER IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:37:38 PM, AcroPlot.pc3 PVC OR DI PIPING NOTE: NOTES: 1. 3" ROCK OR SMALLER SHALL BE USED FOR CLASS E NATIVE BACKFILL ABOVE PIPE ZONE. ORGANIC MATERIAL SHALL NOT BE PERMITTED IN BACKFILL. 2. DRAIN ROCK MAY BE USED FOR BEDDING IN GROUNDWATER CONDITIONS OR UPON THE APPROVAL OF THE CITY ENGINEER. GEO FABRIC MUST BE ENVELOPED AROUND DRAIN ROCK PRIOR TO BACKFILL. CLASS A BEDDING COMPACTED TO 90% MAX. DENSITY UNDERGROUND MARKING TAPE 3" WIDE, MARKED "WATER", "SEWER", OR "NON-POTABLE WATER" 12" ABOVE PIPE NATIVE BACKFILL COMPACTED TO 90% MAX. DENSITY MOUND BACKFILL 6" IN UNPAVED AREAS. 1. CHIP SEAL ROADS SHALL BE PATCHED WITH 3" AC ON 6" MIN. TYPE 2 AGG. BASE. 2. SAWCUT EXISTING AC AND TACK COAT ALL JOINTS PRIOR TO PAVING. 3. DRAIN ROCK MAY BE USED FOR BEDDING IN GROUNDWATER CONDITIONS OR UPON THE APPROVAL OF THE CITY ENGINEER. GEO FABRIC MUST BE ENVELOPED AROUND DRAIN ROCK PRIOR TO BACKFILL. CLASS A BEDDING COMPACTED TO 90% MDD UNDERGROUND MARKING TAPE 3" WIDE, MARKED APPROPRIATELY ON TOP OF BEDDING ENVELOPE CLASS BACKFILL COMPACTED TO 90% MDD SAWCUT AC EDGE 18" MIN IN NDOT ROW 6" MIN 12" MIN 42" MIN. FOR POTABLE WATER 36" MIN. FOR NON-POTABLE WATER TYPICAL UNTRAVELED TRENCH SECTION TYPICAL IMPROVED ROAD TRENCH SECTION ROMAC COUPLING, MUST BE FUSION BONDED EPOXY. NOTE: A SECTION A-A GENERAL BORING 1. DESIGN ENGINEER SHALL FURNISH CITY OF FERNLEY ENGINEER SPECIFIC DRAWING FOR APPROVAL ON EACH BORE, INCLUDING DETAILS OF PIPE SKIDS, AND SEALS, DIAMETER OF CASING, JACKING / RECEIVING PIT DETAILS, CONNECTION TO MAIN, ETC. 2. DESIGN ENGINEER SHALL FURNISH CITY OF FERNLEY ENGINEER WITH DRAWING FOR APPROVAL PRIOR TO ANY DESIGN CHANGES IN FIELD. WELDED STEEL CASING 3/8" WALL THICKNESS SIZE AS REQUIRED "CALPICO" MODEL W CASING SEALS TO BE INSTALLED AT EACH END OF CASING. WELDED STEEL CASING 3/8" WALL THICKNESS SIZE AS REQUIRED ONE LENGTH DIP SIZE AS REQUIRED CLASS 50 DIP SIZE AS REQUIRED "CALIPCO" MODEL PX (OR EQUAL) CASING INSULATORS W / 1 1/4" PLASTIC RUNNERS TWO AT EACH PIPE JOINT & EACH END OF CASING AND SPACED 6.0' MAX. ALONG PIPE LENGTH. A LP 4" CONCRETE NOTE: NOTES: NEW A.C. NEW AGG. BASE EX. A.C. EX. AGG. BASE SAWCUT EX. AC. BACK 12" MIN. FROM EX. EDGE MAX LIMITS OF NEW AGG. BASE SAWCUT DETAIL 12" TYPICAL SIDEWALK BACKFILL SHALL BE TO 90% RELATIVE COMPACTION, BEHIND SIDEWALK, FOR A MIN. DISTANCE OF 1 FOOT. 4" MIN. AGGREGATE BASE (95% MIN.) 6" MIN. AGGREGATE BASE (95% MIN.) 1. MIN. CURB RETURN RADIUS SHALL BE 20 FEET UNLESS OTHER SPECIFIED a. TRANSVERSE EXPANSION JOINTS 1/2" WIDE SHALL BE CONSTRUCTED AT ALL SIDEWALK RETURNS. OPPOSITE EXPANSION JOINTS INADJACENT CURB. ISOLATION JOINTS SHALL BE INSTALLED AROUND ALL STRUCTURES.EXPANSION & ISOLATION JOINTS SHALL BE FILED W/ JOINT FILLER STRIPS 1/2" THICK. JOINT MATERIAL SHALL CONFORM TO SEC.202.10. 2. ALL AGGREGATE BASE SHALL BE TYPE 2, CLASS B. 3. ON SIDEWALKS WIDER THAN 5, JOINTING PATTERN SHALL BE .8-.12 TIMES THE WIDTH OF THE SIDEWALK. 4. SEE CONCRETE WORK GENERAL NOTE 2 5. OBSTRUCTIONS WILL NOT BE PERMITTED WITHIN A 3' MIN. WIDTH IN ANY SIDEWALK. ANY PORTION OF SIDEWALK THAT EXCEEDS 2% MAX. CROSS-SLOPE SHALL BE REMOVED AND REPLACED. SLOPES MUST BE VERIFIED WITH A SMART LEVEL BY INSPECTOR. DETAIL CURB & GUTTER VARIES 4' MIN SIDEWALK VARIES 4' MIN VARIES 5' (NOTE 2) 24" TYPE 1 CURB & GUTTER PERMANENT PAVING PATCH 1. IF SAWCUT IS WITHIN 24" OF EDGE OF A.C. PAVEMENT REMOVE EXISTING PAVEMENT TO THAT EDGE AND REPLACE ENTIRE SECTION. 2. D MIN. TEMPORARY AND PERMANENT. 3. TESTING IS REQUIRED FOR ALL PERMANENT PATCHES. COMPACTION ON SUBGRADE/BASE GRADE AND A.C. COMP. MIN. 90% M.D.D. EX. ASPHALT CONC SURFACE SAWCUT IN STRAIGHT LINES PARALLEL OR PERPENDICULAR TO TRENCH DEPTH TO MATCH CONTIGUOUS PAVEMENT, BUT NOT LESS THAN THAT SPECIFIED IN ROADWAY SECTIONS ASPHALT CONCRETE PLANT MIX REPLACEMENT PATCH W / FOG SEAL EXISTING OIL MAT TYPE 2 CLASS B AGG. BASE (COMP MIN. 95% M.D.D.) Db 6" MIN 12" MIN 42" MIN FOR WATER OD+24" MIN O.D. + 24 MIN 9" MIN 6" MIN OR MATCH EXISTING TYPE II CLASS B AGG. BASE (COMPACTED TO 95% MDD) DEPTH TO MATCH EXISTING BUT NOT LESS THAN 3" EXISTING AC ASPHALT SURFACE REPLACEMENT GRAVEL SURFACE REPLACEMENT DIRT SURFACE REPLACEMENT TYPE II CLASS B AGG. BASE (COMPACTED TO 95% MDD) EXISTING GRAVEL 6" TYPE II CLASS B AGG. BASE (COMPACTED TO 95% MDD) 6" MIN OR MATCH EXISTING WHICHEVER IS GREATER GRADED SURFACE COMPACTED AT 90% MDD (MATCH EXISTING) EXISTING DIRT b NATURAL GROUND NOTES: TYPE II AGG. BASE 2% ± 1. SEE CONCRETE WORK GENERAL NOTE 2. 2. ALL CONCRETE CURB, GUTTER, AND SIDEWALK SHALL HAVE 1/2" EXPANSION JOINTS AT ALL CURB RETURNS AND SHALL HAVE WEAKENED PLANE JOINTS EVERY 10 FEET. 3. AGGREGATE BASE MATERIAL SHALL CONFORM TO THE SPECIFICATIONS FOR TYPE 2 CLASS B AGGREGATE BASE AND BE COMP. TO A MIN. 95% MAX. DRY DENSITY. 4. ALL MATERIALS SHALL CONFORM TO CURRENT EDITION. 5. FOR SLOPE STABILIZATION REFER TO SECTION 3.4.9 OF CURRENT CITY OF FERNLEY DESIGN STANDARDS. AC SURFACE W/ FOG SEAL 6" 1-1/2" 6" 6" 6" 1" 17" 24" TYPE I CURB & GUTTER SUBGRADE (90% MIN) 12-GUAGE INSULATED COPPER LOCATING WIRE INSTALLED AND SECURED ON TOP OF PIPE. EXTEND INTO ALL VALVE BOXES OR OTHER UNDERGROUND VAULTS FOR POTABLE AND IRRIGATION WATER ONLY. FLOW LINE AGGREGATE BASE NOTES: WIRE MESH 6" X 6"-10/10 CONTINUOUS THROUGHOUT (SEE NOTE 5 FOR COMMERCIAL AND INDUSTRIAL PROJECTS) 1. AGGREGATE BASE SHALL BE TYPE 2, CLASS B AND BE COMPACTED TO A MIN. 95% OF MAX. DENSITY. 2. PORTLAND CEMENT CONCRETE SHALL BE FIBER-REINFORCED AND MEET 4,000 PSI MIN. AT 28 DAYS, 6% ±1.5% ENTRAINED AIR. ALL MATERIAL SHALL CONFORM TO CURRENT EDITION. 3. GUTTER PAN WIDTH SHALL BE 3'-0" TOTAL WIDTH OR 1'-6" HALF WIDTH ON PRIVATE PROPERTY. 4. FLOW LINE VARIES TO MATCH GUTTER 1 1 5. CITY OF FERNLEY ENGINEER SHALL REQUIRE #4 BARS AT 12" EACH DIRECTION IN VALLEY GUTTERS WITHIN ROADWAY IN INDUSTRIAL AND COMMERCIAL PROJECTS. P.C.C. VALLEY GUTTER 6'-0" SEE NOTE 4 6"x6" - 10/10 OR WIRE MESH (SEE NOTE 5) GUTTER PAN WIDTH GUTTER PAN WIDTH EXPANSION JOINT 3'-0" 3'-0" (SEE NOTE 3) 12-GUAGE INSULATED COPPER LOCATING WIRE INSTALLED AND SECURED ON TOP OF PIPE. EXTEND INTO ALL VALVE BOXES OR OTHER UNDERGROUND VAULTS FOR POTABLE AND IRRIGATION WATER ONLY. BLUE WIRE FOR POTABLE WATER PURPLE WIRE FOR ALTERNATIVE PEDESTRIAN RAMP FOR THE DISABLED LANDSCAPE CROSSWALK TYPE 7' MIN. SIDEWALK 4' SIDEWALK W/ LANDSCAPE STRIP TYPE 4' MIN. SIDEWALK CROSSWALK LANDSCAPE LANDSCAPE STRIP CROSSWALK 7' SIDEWALK 4' SIDEWALK 4' SIDEWALK LANDSCAPE 4' SIDEWALK SIDE FLARE WIDTH SEE TABLE 4' MIN. SIDE FLARE WIDTH SEE TABLE RAMP RUN LENGTH SEE TABLE 4' X 2' DETECTABLE TRUNCATED DOMES (SEE TRUNCATED DOME DETAIL) TOTAL SIDEWALK LENGTH SEE TABLE TOP LANDING MIN. 4' CURB AT BACK EDGE OF WALK (SEE DETAIL TRUNCATED DOME DETAIL PEDESTRIAN RAMP PLAN VIEW SEE TABLE FOR LENGTH 2' CURB & GUTTER VARIES DEPENDING ON ELEVATION DIFFERENCE BEHIND SIDEWALK DETAIL 2% MAX. 1/2" R ELEVATION TO MATCH BACK OF ADJACENT PROPERTY SECTION A GUTTER PAN ELEVATION SEE TABLE BASED ON HEIGHT OF CURB 4' MIN. SEE TABLE BASED ON HEIGHT OF CURB 1. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC. ARE ENCOUNTERED, THE LOCATION AND DIMENSIONS MAY BE ADJUSTED UPON APPROVAL OF THE ENGINEER. 2. TEXTURE TO BE HEAVY BROOM FINISH TRANSVERSE TO AXIS OF RAMP 3. SLOPE TO MEET EXISTING CONDITIONS 4. ALL RAMPS SHALL BE LOCATED WITHIN CROSSWALK AREAS. 5. ALL CONCRETE TO BE REMOVED TO SAWCUT OR EXPANSION JOINT. 6. THE GUTTER PAN - SIDEWALK TRANSITION SECTION (SECTION A) WILL BE SMOOTH WITH NO LIP AT GUTTER FLOWLINE. THIS TRANSITION SECTION MAY BE A MONOLITHIC POUR. 7. SLOPE ON WINGS AT 1:12, SLOPE ON RAMP FROM FLOWLINE TO BACK OF WALK 1:12 WITH CURB ON THE BACK SIDE, IF NEEDED.CURB DETAIL USED ONLY WHERE AN ELEVATION DIFFERENCE IS PRESENT AT BACK EDGE OF WALK. 8. ANY PORTION OF SIDEWALK THAT EXCEEDS 2% MAX. CROSS-SLOPE SHALL BE REMOVED AND REPLACED. SLOPES MUST BE VERIFIED WITH A SMART LEVEL BY INSPECTOR. 9. PEDESTRIAN RAMPS ARE REQUIRED AT ALL INTERSECTIONS. MINIMUM THREE PEDESTRIAN RAMPS ARE REQUIRED AT TEE INTERSECTIONS. PEDESTRIAN RAMPS SHALL BE PERPENDICULAR TO ROAD. 10. MID-BLOCK RAMPS ARE NOT REQUIRED IN RESIDENTIAL AREAS, UNLESS REQUESTED BY CITY ENGINEER. IF MID-BLOCK RAMPS ARE REQUESTED BY THE CITY ENGINEER, STRIPING AND SIGNAGE WILL BE REQUIRED PER THE MUTCD. 11. SEE CONCRETE WORK GENERAL NOTE 2. NOTES: 12:1 MAX. 12:1 MAX. 6" MIN. 4' MIN. LANDING PAD/ SIDEWALK SEE DETAIL 2% MAX. (SEE NOTE 10) 12:1 MAX. SLOPE 2% MAX (SEE NOTE 6) 2% MAX. (SEE NOTE 10) PEDESTRIAN RAMP (SEE DETAIL #135) DATE REVISIONS BY 144 07/02 ADD LOCATING WIRE KLJ 12/04 CHG PLACEMENT OF LOCATION WIRE RRB ADD "FOR POTABLE AND IRRIGATION" RENUMBER 06/07 GEN EDITS EB DATE REVISIONS BY 143 12/04 CHG PLACEMENT OF LOCATING WIRE RRB ADD FOR POTABLE AND IRRIGATION RENUMBER 06/07 GEN EDITS EB DATE REVISIONS BY 145 12/04 RENUMBER RRB 06/07 GEN EDITS EB DATE REVISIONS BY 142 06/07 GEN EDITS EB DATE REVISIONS BY 141 DATE REVISIONS BY 135 12/02 UPDATED RRB 01/03 ADD NOTE 10 06/07 EDITS TO NOTES & PED RAMP EB DATE REVISIONS BY 137 06/19/02CLARIFY DIM ON NOTE 4 RRB 07/02 ADD FIBER-REINFORCED / NOTE 2 RRB 12/04 CHG NOTE 5 TO REQUIREMENT IN RRB COMMERCIAL AND INDUSTRIAL AREAS DATE REVISIONS BY 136 07/02 ADD FIBER-REINFORCED / NOTE 5 RRB 01/03 ADD NOTE 6 RRB 12/04 REMOVE REF TO ROLLED CURB RRB UPD PED RAMP, TEXT EDITS 06/07 GEN EDITS EB DATE REVISIONS BY 138 6/19/02BEING REVISED MU 7/02 ADD FIBER REINFORCED / NOTE 1 RRB 2/05 DEL 30' EXCEPTION , NOTE 2 RBB 06/07 ADD SLOPE STABILIZATION NOTE EB LANDSCAPE AREA CROSSWALK 4' SIDEWALK 6" ROW SHALL INCLUDE AREA FOR PEDESTRIAN RAMPS 1-1/4' 1-1/4" 2-3/8" 12-IN SQ 12-IN SQ 1-1/4" 1" 2-3/8" TRUNCATED DOMES 0.9" Ø AT BASE 0.4" Ø ON TOP, 0.2" HIGH, SPACED 2-3/8" O.C. BOTH WAYS. 12:1 MAX. 2' MIN. 4' X 2' DETECTABLE TRUNCATED DOMES. SEE TRUNCATED DOME DETAIL. TEE INTERSECTION RAMP LOCATION PVC OR DI PIPING 2:1 MAX. SEE NOTES 2:1 MIN. SEE NOTES 6" TYPE II AGG. BASE (95% MIN) CUT 9" BACK FROM TRENCH LINE ON EACH SIDE MEDIAN ISLAND RAMPS DATE REVISIONS BY 139 06/07 DETAIL ADDED EB VARIES 4' MIN VARIES 4' MIN VARIES 4' MIN VARIES 4' MIN VARIES 2' MIN <16'-0" <16'-0" SLOPE PASSAGE WAY TO DRAIN 2% MAX DETECTABLE WARNING TRUNCATED DOMES TOP OF CURB TOP OF CURB 4" 4" ROADWAY SURFACE ROADWAY SURFACE 6" ROADWAY SURFACE DETECTABLE WARNING TRUNCATED DOMES NOTE: 1. TRANSITIONS FROM RAMPS TO GUTTERS OR ROADWAY SURFACE SHALL BE FLUSH AND FREE OF ABRUPT CHANGES 2. SEE CONCRETE WORK GENERAL NOTE 2 3. SEE PEDESTRIAN RAMP FOR THE DISABLED (127) FOR ADA COMPLIANCE. PLAN PLAN ELEVATION TYPE A AT MID BLOCK ELEVATION TYPE B AT NOSE SECTION A-A SEE NOTE 1 TYPE 1 P.C.C. MEDIAN CURB PAVEMENT SURFACE PAVEMENT SURFACE NOTES: 1. RADIUS TO BE 1/2 INCH, OMIT ROUNDING IF CURBS ARE BACK TO BACK. 2. SEE CONCRETE WORK GENERAL NOTE 2. TYPE 3 P.C.C. MEDIAN CURB 8" 5" 3" 1" 7" 5" 12" 1"R SEE NOTE 1 1"R 1"R 12" 4 1/2" 7 1/2" 1" 6" 5" 11" 1/2"R SEE NOTE 1 9"R MEDIAN CURB DATE REVISIONS BY 140 06/07 DETAIL ADDED EB (SEE NOTE 9) TOP OF CURB INTENTIONALLY LEFT BLANK Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION STREETS MAY 2008 JAM RRB 9 9 OF 12 DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING SYSTEM RRB 12/02 DELETE ROLLED CURB DETAIL RRB 12/02 ADD DRIVEWAY APRON RRB 06/07 DRIVEWAY DETAILS MOVED TO SHEET P21 EB 06/07 ADD MEDIAN DETAILS EB 04/08 GLOBAL REVISIONS AND RENUMBER LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:38:04 PM, AcroPlot.pc3 TRAFFIC POLE TYPE 7 SAFETY BASE WHEN REQUIRED (SEE DETAILS) NOTES: The City of Fernley Public Works Department shall review and approve the type and location of street lights in public right-of-way, decorative or standard, when the project improvement plans are submitted to the city for review. All public street light fixtures shall be a Cutoff style and design and will be selected from the available choices approved for use by Sierra Pacific Power Company. Developers are required to utilize Sierra Pacific Power Company for the final installation phases. LIGHT PATTERN TYPES FALL INTO TWO CATEGORIES Cutoff: A luminarie light distribution is designated as Cutoff when the candlepower per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above the lowest point horizontal, and 100 (10 percent) at a vertical angle OF 100 degrees above the lowest point horizontal. This applies to any angle around the luminarie. LOCATION 1. Lights shall be spaced a minimum of 750 ft. or as dictated by SPPCo. 2. Lights shall be located at all street intersections and cul-de-sacs. 4' OR 6' 1'-3" 16" 2'-10" 5'-0" 5'-8" 30'-0" 25'-6" OR 26'-6" GROUND SURFACE SPECIFICATIONS: CATALOG NO: MOUNTING HEIGHT: POST TOP DIAMETER: BASE COVER WIDTH: BASE COVER HEIGHT: POST COLORS: POST TOP OPTIONS: FINISH: INSTALLATION: 8" OE/OA-405 6' - 15' EMBEDDED 6' - 15' ANCHOR BASE 4.5" 16.5" 20" SIX STANDARD COLORS, UNLIMITED CUSTOM COLORS. SUBMIT CHIP WITH ORDER. STANDARD TENON SIZE 3" O.D. X 3" EXPOSED ABOVE INTEGRAL POST TOP RING. OTHER TENONS AND LUMINAIRE MOUNTING CONFIGURATIONS AVAILABLE. FACTORY-APPLIED PEBBLEGRAIN FINISH WITH APPEARANCE AND TEXTURE OF CAST IRON. DURABLE, CHEMICAL RESISTANT COATING ENABLES THE REMOVAL OF GRAFFITI WITH PAINT DAMAGE. AVAILABLE DIRECT EMBEDDED WITH 2" X 5" WIRE ENTRY OR ANCHOR BASE WITH MIN. 4" CONDUIT ENTRY AND STANDARD 9-11 BOLT CIRCLE. WASHINGTON 405 ORNAMENTAL POST STANDARD FEATURES: 1. STANDARD GALVANIZED STEEL TENON 3" O.D. X 3" EXPOSED. PAINTED TO MATCH POST. POST TOP I.D. 2-3/8". 2. INTEGRAL POST TOP RING. 3. 3-LAYER, 16-FLUTE TAPERED SHAFT WITH PEBBLEGRAIN FINISH. 4. STAINLESS STEEL HEX SOCKET LOCKING SCREWS - 3 @ 120°. 5. ONE-PIECE COMPOSITE SLIP-OVER BASE COVER. 6. 2-1/2" ROUND HAND HOLE WITH COVER 12" ABOVE GRADE. 16" 33.5" ACORN STYLE MODEL 1004 DECORATIVE LUMINAIRE TELLURIDE 6' - 15' 20" 16.5" 4.5" O.D. OPTIONAL FITTER TELLURIDE ORNAMENTAL POST AND LUMINAIRE DATE REVISIONS BY 152 12/03 ADD ORNAMENTAL POST RBB DATE REVISIONS BY 151 6/19/02Revised MU 12/04 DELETE NON-CUTOFF NOTE RURAL ROADS DRIVEWAY APRON RURAL ROADS A.C. DRIVEWAY APRON DRIVEWAY APRON 4' MIN DRIVEWAY WIDTH SHOWN ON PLANS (SEE TABLE ON DETAIL #130) DRIVEWAY SIDEWALK / DRIVEWAY APRON 2% MAX CROSS SLOPE TYPE SIDEWALK (CURB & GUTTER NEXT TO SW) PLANVIEW DRIVEWAY APRON SECTION B SECTION A ISOMETRIC DRIVEWAY APRON 1/2" EXPANSION JOINT DRIVEWAY WIDTH SHOWN ON PLANS (SEE TABLE ON DETAIL #130) DRIVEWAY APRON MIN. 6" AGGREGATE BASE UNDER GUTTER\DRIVEWAY APRON (COMP. TO MIN. 95% MAX. DRY DENSITY) 1/2" EXPANSION JOINT SIDEWALK SIDEWALK 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT SIDEWALK / DRIVEWAY APRON STREET TYPE 1 CURB & GUTTER CURB) MIN 6" AGGREGATE BASE (COMP. TO MIN 95% MAX. DRY DENSITY) 24" CURB 3' MIN 1 3 4" LIP ABOVE FLOWLINE DRIVEWAY APRON 3' MIN SIDEWALK / DRIVEWAY APRON 18" MIN DWY APRON SECTION C DRIVEWAY WIDTH SHOWN ON PLANS (SEE TABLE ON DETAIL #130) SIDEWALK / DRIVEWAY APRON MIN. 6" AGGREGATE BASE UNDER DRIVEWAY (COMP. TO MIN. 95% MAX. DRY DENSITY) 5 1/2" MIN 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT 4" MIN SIDEWALK 4" MIN SIDEWALK MIN. 4" AGGREGATE BASE UNDER SIDEWALK (COMP. TO MIN. 95% MAX. DRY DENSITY) 4'-3" DWY TAPER (TYP.) SIDEWALK 2% MAX SLOPE (1 4" PER FOOT) AT 5 1 2" THICK SEE NOTE 6 1 3 4" LIP ABOVE FLOWLINE DWY APRON 25% PER FOOT) MAX. 4'-3" MIN. DWY TAPER (TYP.) (12:1 SLOPE) GUTTER FLOWLINE 9" MIN. THICKNESS 4'-3" MIN. DWY TAPER (TYP.) (12:1 SLOPE) 4'-3" MIN. DWY TAPER (TYP.) (12:1 SLOPE) 1. DRIVEWAY SLOPE SHALL BE 25.0% PER FOOT) MAXIMUM WITH TYPE SIDEWALK. 2. COMMERCIAL DRIVEWAYS SHALL HAVE REBAR. SEE CONCRETE WORK GENERAL NOTE # 3. 3. ASPHALT SHALL BE REMOVED 18" MINIMUM IN AC FOR REMOVAL OF CURB FOR NEW DRIVEWAY UNLESS APPROVED OTHERWISE BY CITY ENGINEER. 4. SEE CONCRETE WORK GENERAL NOTE 2 5. ALL MATERIALS SHALL CONFORM TO SECTION 202, CURRENT EDITION. 6. THIS STANDARD DETAIL IS ALSO APPLICABLE TO RETROFITTING EXISTING INFRASTRUCTURE (SEE NOTE 7. OBSTRUCTIONS WILL NOT BE PERMITTED WITHIN A 3' MIN. WIDTH ON ANY SIDEWALK. ANY PORTION OF SIDEWALK THAT EXCEEDS 2% MAX. CROSS-SLOPE SHALL BE REMOVED AND REPLACED. SLOPES MUST BE VERIFIED WITH A SMART LEVEL BY INSPECTOR. NOTES: DRIVEWAY DRIVEWAY WIDTH SHOWN ON PLANS (SEE TABLE ON DETAIL #130) TYPE 1 CURB & GUTTER 2% MAX SIDEWALK (SEE NOTE 6) 3' MIN 4' MIN 4'-3" MIN DRIVEWAY TAPER 4'-3" MIN DRIVEWAY TAPER SIDEWALK/ DRIVEWAY APRON SIDEWALK 2% MAX DRIVEWAY APRON 3" PER FOOT MAX 2% MAX SEE NOTE 6 DATE REVISIONS BY 150 01/03 RENUMBERED, ADD NOTE 6 RRB DATE REVISIONS BY 147 06/07 RENUMBERED EB DATE REVISIONS BY 146 06/07 RENUMBERED, ADDED NOTE 1 EB A A PLAN C/L EXISTING RURAL ROAD EXISTING EDGE OF PAVEMENT 16' MIN SWALE TO MATCH ROADWAY DITCH, INVERT AND LOCATION R / W SECTION A SLOPE TO MATCH PAVED APRON A.C. 3" MIN COMPACT TO 95% MARSHALL DENSITY 6" MIN TYPE 2 CLASS B AGGREGATE BASE COMPACT TO 95% MDD VARIES 4' MIN 2' MIN 5% MIN 2% TO 12% A A PLAN C/L EXISTING RURAL ROAD EXISTING EDGE OF PAVEMENT 16' MIN SWALE TO MATCH ROADWAY DITCH, INVERT AND LOCATION R / W SECTION A 6" MIN TYPE 2 CLASS B AGGREGATE BASE COMPACT TO 95% MDD VARIES 4' MIN 2' MIN 5% MIN 2% TO 12% TO PROPERTY LINE 6" MIN RISE PROPERTY LINE MIN. RADIUS = 4' MIN. RADIUS = 4' NOTES: 1. A.C. IN DRIVEWAY SHALL MATCH A.C. SECTION IN ROAD COMMERCIAL DRIVEWAY APRON DATE REVISIONS BY 148 06/07 ADDED EB COMMERCIAL DRIVEWAY APRON-TYPE 2 DATE REVISIONS BY 149 06/07 ADDED EB 18" 12" MIN 18" AC REMOVAL FOR INSTALLATION OF NEW DRIVEWAY CURB CONCRETE DRIVEWAY PLAN 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT 1/2" EXPANSION JOINT OPTIONAL CONTACT JOINT STREET DEPRESSED CURB SIDEWALK SIDEWALK PROPERTY LINE SEE CONCRETE WORK GENERAL NOTE # 8. LINES FOR VISUAL PERSPECTIVE ONLY (NOT FOR CONSTRUCTION) PARKWAY LANDSCAPING PARKWAY LANDSCAPING GUTTER T (SEE TABLE) NOTES: 1. SEE CONCRETE WORK GENERAL NOTES 1 THRU 9 T (TAPER LENGTH T (FT.) CURB HT. 4.25 < 5" 5.00 6" 5.75 7" 6.75 8" 7.50 > 9" NOTES: 1. SEE CONCRETE WORK GENERAL NOTES 1 THRU 8 10:1 SECTION B-B 50:1 PLAN 6" MIN. TYPE 2 CLASS AGGREGATE BASE 3'-4" MIN OPTIONAL CONCRETE POUR OR ASPHALT CONCRETE PAVEMENT FOR RETAINING CURBS 4'-0" MIN DRIVEWAY WIDTHS SHOWN ON PLANS (SEE TABLE ON DETAIL #128) B B 6" RETAINING CURBS (AS NEEDED, BOTH SIDES) 4'-0" MIN 3'-4" MIN 12:1 12:1 A A 10:1 50:1 OPTIONAL CONCRETE POUR OR ASPHALT CONCRETE PAVEMENT FOR RETAINING CURBS SECTION A-A 12:1 12:1 DRIVEWAY WIDTH SHOWN ON PLANS VARIES 6" 1/2" EXPANSION JOINT (BOTH SIDES) GUTTER 1/2" EXPANSION JOINT (BOTH SIDES) DRIVEWAY CURB OPENING DRIVEWAY WIDTH SHOWN ON PLANS VARIES GUTTER PAN 6" BACK OF SIDEWALK OPTIONAL CONTROL JOINT SIDEWALK SIDEWALK 50:1 50:1 5 1/2" EDGE OF SIDEWALK NORMAL RISE 1/4" PER FOOT 16" 5 12" MIN 1" LIP BEVELED @ 1:1 WITHIN DEPRESSED CURB 2" R SECTION SEE CONCRETE WORK GENERAL NOTE # 8 DEPRESSED CURB SEE CONCRETE WORK GENERAL NOTE # 7 SEE GENERAL NOTE DETAIL #5 SEE NOTE #2 DETAIL #130 SIDEWALK 1" LIP BEVELED @ 1:1 ASPHALT PAVEMENT PRIVATE DRIVEWAY SIDEWALK DRIVEWAY WIDTHS SHOWN ON PLANS (SEE TABLE ON DETAIL #130) 5 1/2" CONCRETE DRIVEWAY 6" MIN. TYPE 2 CLASS AGGREGATE BASE 5 1/2" CONCRETE DRIVEWAY 6" MIN. TYPE 2 CLASS AGGREGATE BASE 5 1/2" TRANSITION LENGTH TABLE FOR 12:1 SIDE SLOPE GRADE % TO MINIMUM MINIMUM -6 TO -5.01 4' 21'-6" -5 TO -4.01 4' 15'-0" -4 TO -3.01 4' 12'-0" -3 TO -2.01 5' 9'-6" -2 TO -1.01 5' 8'-0" -1 TO 1 7' 7'-0" 1.01 TO 2 8'-0" 5-'6" 2.01 TO 3 9'-6" 5'-0" 3.01 TO 4 12'-0" 4'-6" 4.01 TO 5 15'-0" 4'-6" 5.01 TO 6 21'-6" 4'-6" Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION STREETS MAY 2008 JAM RRB 10 10 OF 12 DATE REVISIONS BY 06/07 SHEET P21 DRIVEWAY ADDED EB 04/08 GLOBAL REVISION AND RENUMBER LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:38:29 PM, AcroPlot.pc3 NOTES: TYPE 2 CLASS AA OR DA CONC. 8" ANCHOR PIN STOP .312"R .125"R NOTES: 2x8 (TYP.) TYP. 6" TYP. 6" 45° = DEAD END = RIGHT TURN = LEFT TURN BARRICADES TO EXTEND WIDTH OF PAVEMENT. BARRICADES TO BE PAINTED REFLECTORIZED WHITE WITH REFLECTORIZED ORANGE STRIPES. TYPE 3 BARRICADE 4x4 POSTS AT 8'-0" MAX SPACING FASTEN W/ 1/2" DIA. BOLTS AND NUTS P.C.C. 2500 P.S.I. MIN. COMPRESSIVE STRENGTH 12" 1'-0" 8" 1'-0" 8" 1'-0" 8" 2'-0" 5'-0" VARIES GREEN REFLECTIVE SHEETING, SCOTCHLITE "FLAT TOP" SERIES OR EQUAL. WHITE REFLECTIVE LETTERS 1. STREET NAME SIGN SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE M.U.T.C.D. 2. REFLECTIVE MATERIALS SHALL BE MOUNTED ON EXTRUDED ALUMINUM No. 6063-T6 (SEE DETAIL). 3" 4" 6" STREET NAME SIGN 0.25" .091 TO .094 .75" .25" 4.00" .25" .75" 6.00" STANDARD STREET / TRAFFIC SIGN INSTALLATION 1. SIGN MATERIALS AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. STREET NAME SIGN SHALL BE AS SPECIFIED BY THE GOVERNING AGENCY AND MOUNTED WITH VANDAL-PROOF HARDWARE. (SEE AGENCY SECTION). 3. ON STREETS WHERE CURBING DOES NOT EXIST, SET SIGN 6' MINIMUM FROM PAVEMENT EDGE. MIN. MOUNTING HEIGHT = 2 1/4" SQ. 12 GA. SOLID TUBING SLEEVE 3/8" X 3" BOLTS W/ NUT AND LOCKWASHER 10 GA. SQUARE ALL SIDES PERFORATED GALV. STEEL TUBING SIGN POST. STREET NAME SIGN SEE DETAIL #160 RIVETS OR APPROVED EQUAL HOLES 7/16" DIA. 2 1/2" SQUARE PERFORATED ANCHOR SLEEVE POST 18" LONG FINISHED GRADE 2'-6" MIN 2" MIN 4" MIN 8" 2'-3" 5'-0" MIN (SEE NOTE 3) 1" 7'-0" MIN. MOUNTING HEIGHT (SEE NOTE 3) STOP CONTROL STRIPING 10'-0" CURB, GUTTER AND SIDEWALK CURB, GUTTER AND SIDEWALK WHITE YIELD SYMBOLS VARIES 4" SOLID YELLOW STRIPE 3" TO 12" WHITE LETTERING (SEE DETAIL #157) SOLID WHITE TRIANGLE STRIPE (TYP) 8' TYP STOP BAR SEE DETAIL B DETAIL B DETAIL A SEE DETAIL A CURB FACE YIELD CONTROL STRIPING YIELD LINE STRIPING CURB, GUTTER AND SIDEWALK 50' 12" SOLID WHITE STOP BAR (SEE NOTE 2) VARIES 4" SOLID YELLOW STRIPE CURB, GUTTER AND SIDEWALK STOP SYMBOL MARKING SCHOOL SYMBOL MARKING NOTES: 1. NO PARKING WITHIN 20 FEET OF A CROSSWALK OR 12 FEET CENTERED ON FIRE HYDRANT. 2. PARKING SPACE MARKINGS SHALL BE WHITE, TRAFFIC PAINT. SEE PAVEMENT MARKINGS, STRIPING, AND SIGNAGE GENERAL NOTE # 1. 3. PARKING SPACE MARKINGS SHALL BE SYMETRICAL ABOUT AXES. PARKING SPACE MARKINGS INTERSECTION CROSSWALK STRIPING 4' MIN TO 30' MAX FROM EDGE OF TRAVEL LANE OR CROSSWALK 4' MIN TO 30' MAX FROM EDGE OF TRAVEL LANE OR CROSSWALK WHITE LETTERING 1. STOP BAR STRIPING DETAIL IS REQUIRED AT ALL INTERSECTIONS WITH FOUR-WAY STOP AND ON STREETS THAT ARE CLASSIFIED COLLECTOR OR GREATER, UNLESS REQUIRED OTHERWISE BY THE CITY ENGINEER. 2. ONLY THE 12-INCH SOLID WHITE STOP BAR IS REQUIRED AT STOP SIGN LOCATIONS IN RESIDENTIAL AREAS, UNLESS REQUIRED OTHERWISE BYTHE CITY ENGINEER. 3. PAVEMENT MARKINGS, STRIPING, AND SIGNAGE GENERAL NOTES 1 AND 2. NOTE: EXTRUDED SIGNS ONLY 36" SPEED LIMIT & STOP SIGNS 24" 30" 30" 30 LIMIT SPEED STOP STANDARD SPEED LIMIT SIGN DIMENSION IS 24" x 30" STANDARD STOP SIGN DIMENSION IS 30" NOTES: 1. SEE DETAIL #156, FOR STANDARD INSTALLATION OF TRAFFIC SIGNS 2. ON STREETS WHERE CURB DOES NOT EXIST, SET SIGN 6' MIN FROM EDGE OF PAVEMENT. MIN MOUNT HEIGHT 7'-0" DATE REVISIONS BY 163 06/07 ADD STRIPING NOTE EB DATE REVISIONS BY 161 06/07 ADD STRIPING NOTE EB DATE REVISIONS BY 162 06/07 ADD STRIPING NOTE EB DATE REVISIONS BY 160 DATE REVISIONS BY 159 DATE REVISIONS BY 158 06/07 ADD STRIPING NOTE EB DATE REVISIONS BY 157 06/07 ADD STRIPING NOTE EB DATE REVISIONS BY 156 DATE REVISIONS BY 155 DATE REVISIONS BY 154 06/07 ADD STRIPING NOTE EB DATE REVISIONS BY 153 06/07 CHG STRIPING STYLE EB 06/07 ADD PAVEMENT NOTE EB 20' 24' 20' 6' 20' 20' 20' CROSSWALK 36" 24" 4" TYP. 48" 36" 4" TYP. 8'-0" 24" 50' 8'-0" WHITE LETTERING 5'-9" 8' MIN 8' MIN 24" SOLID WHITE STRIPE (TYP.) 24" SPACING (TYP) 8' MIN NOTE: 1. SEE PAVEMENT MARKINGS, STRIPING, AND SIGNAGE GENERAL NOTE # 2. PAINT TOP AND FACE OF CURB RED (MANEUVERING ACCESS) PAINT TOP AND FACE OF CURB RED SEE NOTE 1 NOTES: 1. PAVEMENT MARKINGS, STRIPING, AND SIGNAGE GENERAL NOTE # 2. NOTES: 1. PAVEMENT MARKINGS, STRIPING, AND SIGNAGE GENERAL NOTE 2. NOTES: 1. PAVEMENT MARKINGS, STRIPING, AND SIGNAGE GENERAL NOTE 2. NOTES: 1. PAVEMENT MARKINGS, STRIPING, AND SIGNAGE GENERAL NOTES 1 AND 2. DETAIL IDs 164 THRU 177 RESERVED FOR FUTURE USE Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION STREETS MAY 2008 JAM RRB 11 11 OF 12 DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING RB 12/02 ADD TYPE IV MANHOLE DETAILS RB 12/02 ADD TRASH RACK DETAILS RB 12/02 ADD SIDEWALK CROSS DRAIN RB 12/04 DRAINAGE DET MOVED TO SHT P-50 06/07 COMPREHENSIVE UPDATES EB 04/08 GLOBAL REVISIONS AND RENUMNERING LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE ---PAGE BREAK--- C:\GIS\DETAILS\COF STD DETAILS rev 2008.dwg, 07/07/2008 4:38:54 PM, AcroPlot.pc3 TYPICAL OPEN CHANNEL SECTION NOTES: 1. THE DESIGN ENGINEER SHALL SUBMIT CALCULATIONS SUPPORTING: STABILITY AT DESIGN VELOCITY, SLOPE STABILITY, PROPOSED LINING SECTION, SEDIMENT TRANSPORT, UPLIFT, SUBDRAINS, APPROPRIATE FREEBOARD, AND ANY OTHER PERTINENT DESIGN CONSIDERATIONS. 2. EARTHEN CHANNELS WITH BOTTOM WIDTHS LESS THAN 10-FEET SHALL HAVE SIDE SLOPES OF 3:1 OR FLATTER UNLESS OTHERWISE APPROVED. MINIMUM BOTTOM WIDTH 6-FEET. 3. FOR UNLINED CHANNELS, A CHANNEL IS PREFERRED TO A TRAPEZOIDAL CHANNEL WITH A NARROW BOTTOM WIDTH TO FACILITATE MAINTENANCE. 4. ACCESS ROAD SHALL BE CONSTRUCTED AS REQUIRED PER ORDINANCE (16-FOOT MINIMUM WIDTH REQUIRED ON BOTH SIDES UNLESS OTHERWISE APPROVED) TURN AROUNDS SHALL BE PROVIDED FOR NON-CONTINUOUS ACCESS ROAD (30 FOOT MIN. RADIUS) 5. A MINIMUM 4 FOOT SETBACK SHALL BE PROVIDED AT GRADE ALONG THE TOP OF THE CHANNEL WHERE ACCESS ROADS ARE NOT REQUIRED. 6. THE DEVELOPER SHALL PROVIDE EASEMENTS COVERING THE CHANNEL, ACCESS ROADS, AND SETBACK AREAS PRIOR TO CITY APPROVAL OF IMPROVEMENT PLANS. 7. FENCING, GUARDRAILS, DELINEATORS, ETC. SHALL BE PROVIDED AS APPROPRIATE FOR PUBLIC SAFETY. 8. ACCESS ROADS SHALL SUPPORT ALL WEATHER ACCESS. ROAD BASE WILL BE REQUIRED WHERE COMPACTED NATIVE SOILS ARE NOT DEMONSTRATED TO BE ADEQUATE. 9. UNCONTROLLED INFLOWS DOWN THE CHANNEL BANKS SHALL NOT BE PERMITTED. 10. CHANNEL ACCESS SHALL BE PROVIDED AS NECESSARY FOR MAINTENANCE, RAMPS SHALL BE ACCESSIBLE FROM PUBLIC RIGHT-OF-WAY. TYPE 4R CATCH BASIN 1. FIBER-REINFORCED PORTLAND CEMENT CONCRETE (PCC) SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4,000 PSI MIN COMPRESSIVE STRENGTH AT 28 DAYS, MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD WITH A MAX. WATER / CEMENT RATIO OF 0.45 AIR ENTRAINMENT 6%±1.5% SLUMP AT 1-4 INCHES. ALL MATERIALS SHALL CONFORM TO SECTION 202. 2. REINFORCED STEEL SHALL BE GRADE 40 AND HAVE 1.5" MINIMUM CLEAR COVER. 3. CONCRETE STRUCTURE MAY BE A PRE-CAST CONCRETE UNIT UPON APPROVAL OF THE COUNTY ENGINEER. BASE OF PRE-CAST CONCRETE UNIT SHALL BE PLACED ON 6" COMPACTED DRAIN ROCK. 4. FRAME, GRATE & CURB BOX SHALL BE NEENAH R-3067 OR APPROVED EQUAL (WITH EQUAL FLOW CAPACITY AND WEIGHT.) 5. CONCRETE SHALL BE PLACED AS SHOWN WHEN NOT LOCATED IN A SIDEWALK. 6. TILT FRAME & GRATE AS REQUIRED TO ATTAIN 6" MIN FLOW OPENING & SHIM BETWEEN CURB BOX & FRAME AS REQUIRED TO MATCH CURB BOX TO TOP OFF CURB AND FACE OF CURB (SEE SECTION B-B.) 7. CATCH BASINS SHALL ONLY BE CONNECTED TO MANHOLES OR CONNECTED TO STORM DRAIN MAINS BY LATERALS. 8. INSTALL "SUR-TRAP" GREASE TRAP PER DETAIL #188. NOTES: SECTION A-A SECTION B-B SIDEWALK A B B FLOW CURB A DRIVEWAY / ROADWAY CULVERT CROSSING 5' MIN. TO HEADWALL OR 15' MIN. TO END OF CULVERT 4' MIN. SHOULDER 5% MAX. SLOPE NOTE: 1. HEADWALLS SHALL BE PER STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION. (SEE CULVERT HEADWALL DETAILS 2-13.1 THRU 2-13.6 FROM SECTION 2 SEWER / STORM DRAIN FROM THE STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION ( ORANGE BOOK)) 32' MIN. RADIUS AT EDGE OF PAVEMENT (TYP.) OR AS APPROVED BY THE CITY ENGINEER. 4' MIN. SHOULDER 5% MAX. SLOPE 3:1 MAX. SLOPE FROM 4' MIN. ROAD SHOULDER TO DITCH / HEADWALL 3:1 MAX. SLOPE FROM 4' MIN. ROAD SHOULDER TO DITCH / HEADWALL EDGE OF PAVEMENT CONCRETE HEADWALL (TYP.) 24" 1.5" CLR. 6" TYP NOTE 6 OUTLET PIPE 30" MIN. 36" MAX. 12" MIN. MATCH STREET SLOPE NOTE 5 CURB BOX 6" MIN. FRAME & GRATE FRAME, GRATE & CURB BOX (GRATE SHOWN FOR FLOW FROM RIGHT REVERSE GRATE FOR FLOW FROM LEFT) GRADE BREAK (TYP.) 36" (TYP.) GUTTER 6" (TYP) 36" 6" TYP. 42" MIN. 48" MAX. 6" TYP GUTTER FLOW LINE TOP OF CURB #4 BARS @ 18" EA. WAY (TYP.) FRAME & GRATE & CURB BOX 1.5" CLR TYP. PLAN 6" MIN. 9" TOP OF CURB TO TOP OF GRATE @ FLOW LINE. DEPRESS FRAME & GRATE APPROX. 3" TO PROVIDE 6"MIN. FLOW OPENING. SEE NOTE 6. SIDEWALK CROSS-DRAIN BOLT PLATE TO CONCRETE, HEADS FLUSH W / PLATE. CURB SIDEWALK SLOPE TO DRAIN 1/2" STEEL PLATE WITH NON-SKID SURFACE MIN. 6" TYPE 2 AGG. BASE COMPACTED TO 95% MDD F OF GUTTER 2" MIN 2" MIN 4" MIN 1/2" 4" MIN 5 1/2" 4" MIN MANHOLE TYPE IV (TANGENT) PIPE ID OR 48" MAX. OPENING 48" 4" MIN 4" MIN 10" MIN 4" MIN 4" MIN A A B B EARTH IN PLACE CAN BE USED AS FORM 4" MIN 6" MIN 8" MAX 6" MIN 6" DRAIN ROCK SANDBAGS MAY BE USED AS FORM FORM CIRCULAR OR ELLIPTICAL HOLE 6" DRAIN ROCK SANDBAGS MAY BE USED AS FORM #4 AT 4" EACH WAY 10" MIN 4" MIN 11" 8" MIN NO. 4 AT 12" EACH WAY SLOPE TO CONFORM W / PIPE BELOW SPRING LINE PROVIDE SMOOTH FINISH FORM CIRCULAR OR ELLIPTICAL HOLE EARTH IN PLACE CAN BE USED AS FORM PLAN SECTION A C C B B PLAN SECTION C SECTION A TRASH RACK DETAIL 2'-0" 7'-0" 9'-0" 60" 1 1/4" 1 1/2" SCHED 80 GALV. PIPE 2 1/2" x 2 1/2" x 3/8" ANGLE 5/8" DRILL THRU TOP OF WALL 6" ABOVE FINISHED GRADE VARIES 12" MIN 24" MAX 54" DIA. MAX. 60" 45° #4 @ 12" O.C. B.W. 60" 28" 6" 18" 6" 58" EACH END MAX OPENING 6" 1 1/2" SCHED 80 GALV. PIPE (TYP) DRILL THRU 5/8" (4 HOLES) TRASH RACK (27" THRU 54" PIPE) B B PLAN 2'-0" 5'-4" 6'-6" 30" 45°' MANHOLE TYPE IV (ANGLE POINT) PLAN STANDARD 1 OR 1A MANHOLE (SEE DETAIL #85 OR #87) SECTION B #4 AT 12" 5" CLEARANCE 0" MIN 12" MAX TRASH RACK (24" PIPE AND SMALLER) JOIN INVERT SECTION A TOP OF WALL 6" ABOVE FINISHED GRADE VARIES 12" MIN 24" MAX 24" DIA. MAX. 30" 45° #4 @ 12" O.C. B.W. 30" 28" 6" 18" 6" JOIN INVERT SECTION B 6" 6" #4 AT 12" B.W. 3" x 3" x 1/4" GALV. ANGLE CAST IN PLACE 1 1/2" 1/2" Ø x 6" BOLTS W/ NUTS & WASHERS, GALV. 3" x 3" x 1/4" GALV. ANGLE CAST IN PLACE NELSON STUDS OR #4 x3" (3 EACH SIDE) TOP BOTTOM 85" 6" 6" 6" 6" 6" C C TRASH RACK DETAIL 28" EACH END 3/4" SCHED 40 GALV. PIPE (TYP) DRILL THRU 5/8" (2 HOLES) 44" 6" 6" 6" 6" 6" SECTION C 1 1/4" 3/4" SCHED 40 GALV. PIPE 2 1/2" x 2 1/2" x 3/8" ANGLE 5/8" DRILL THRU SECTION B 6" 6" #4 AT 12" B.W. #4 AT 6" 9" MIN 1/4" DATE REVISIONS BY 185 12/04 RENUMBER, ADD NOTE 1 RRB 1/4" 1/4" 1/4" 1/4" DATE REVISIONS BY 184 12/04 RENUMBER RRB DATE REVISIONS BY 183 12/04 RENUMBER, ADD NOTE RRB DATE REVISIONS BY 182 12/04 RENUMBER, ADD NOTES RRB 06/07 GEN EDITS EB DATE REVISIONS BY 181 12/04 RENUMBER, TEXT EDITS RRB DATE REVISIONS BY 180 12/04 RENUMBER, ADD NOTE 7 RRB DATE REVISIONS BY 179 2/2004 ADD RIPRAP REQUIREMENT MU 12/04 RENUMBER, ADD RIP RAP SPECS RBB 06/07 ADD RIP RAP NOTE EB DATE REVISIONS BY 178 12/03 UPDATE DETAIL TITLE RBP 12/04 RENUMBER RIPRAP REQUIRED ON ALL INLETS AND OUTLETS D50 = 6" RIPRAP REQUIRED ON ALL INLETS AND OUTLETS D50 = 6" CLASS DA CONCRETE TRIM LATERAL PIPE FLUSH WITH INSIDE FACE OF MAIN PIPE. CUT MAIN PIPE REINFORCING BARS, CLEAN, AND BEND INTO NEW CONCRETE (TYP). 4 HOOPED O.D. + 4" OVERLAP ENDS 1' - 1" TRENCH WALL (4)#4 BARS (EQUALLY SPACED) CONSTRUCT REINFORCED CONCRETE PIPE COLLAR FOR ALL CHANGES IN GRADE EXCEEDING 0.1FT. PER FT. OR AS DIRECTED BY THE GOVERNING AGENCY. 10" MIN. LATERAL PIPE O.D. +12" O.D. + 12" 2"(TYP.) PIPE O.D. 6" 6" 6" 6" 2"(TYP.) 9" 9" R / W WIDTH OR DEDICATED EASEMENT 16' MIN 2' MIN. FENCE (TYP) R / W R / W 1.5' MIN. VARIES NOTE 1 WATER LEVEL (DESIGN STORM) SIZE % PASSING 11" 100 6" 40 - 70 4" 15 - 40 2" 0 - 20 A A PLAN SECTION A-A VARIES L NOTE 1. MANHOLE HOLE BARRELL SECTIONS MUST NOT BEAR DIRECTLY ON PIPE. STANDARD 1 OR 1A MANHOLE (SEE DETAIL #85 OR #87) NOTE 1. MANHOLE HOLE BARRELL SECTIONS MUST NOT BEAR DIRECTLY ON PIPE. NOTE: 1. PIPE SIZES GREATER THAN 54" NEED TO BE DESIGNED BY A LICENSED ENGINEER AND APPROVED BY THE CITY ENGINEER. CATCH BASIN LATERAL TO RCP MAIN DATE REVISIONS BY 186 12/04 ADD DETAIL RRB 06/07 GEN EDITS EB CATCH BASIN PVC LATERAL TO MAIN DATE REVISIONS BY 187 12/04 ADD DETAIL RRB PLAN SECTION A SECTION B A A B B 10" MIN. LATERAL PIPE 12" MIN. MAIN 6" MIN. 6" MIN. 12" MIN. MAIN REINFORCED CONCRETE PIPE TRIM LATERAL PIPE FLUSH WITH INSIDE FACE OF MAIN PIPE. CUT MAIN PIPE REINFORCING BARS CLEAN. (RCP ONLY) TRENCH WALL 10" MIN - 15" MAX SDR35 PVC LATERAL PIPE PLAN SECTION A A A 10" MIN - 15" MAX SDR35 PVC LATERAL PIPE 12" MIN. MAIN 12" MIN. STORM DRAIN MAIN REINFORCED CONCRETE PIPE, CORRUGATED HDPE, OR SDR35 PVC SDR35 PVC ELBOW (22.5°, 11.75, 45°, 33.33) INSERTA TEE COMPRESSION FIT LATERAL CONNECTION FITTING (SEE NOTE) NOTE: CONNECTION OF THE NEW SERVICE LATERAL TO THE MAINLINE SHALL BE ACCOMPLISHED BY MEANS OF A COMPRESSION-FIT SERVICE CONNECTION. THE SERVICE CONNECTION SHALL BE SPECIFICALLY DESIGNED FOR CONNECTION TO THE STORM DRAIN MAIN BEING INSTALLED, AND SHALL BE INSERTA TEE AS MANUFACTURED BY FOWLER MANUFACTURING CO., HILLSBORO, OREGON. TELEPHONE (503) 357-2110; FAX (503) 359-5417; OR APPROVED EQUAL. INSTALL USING PROCEDURES AND EQUIPMENT AS REFERENCED IN MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. EDGE OF PAVEMENT A A A A RIP RAP GRADATION SPECIFICATION D50 = 6" "SUR-TRAP" GREASE TRAP DATE REVISIONS BY 188 02/05 ADD DETAIL RRB NOTE: 1. ALL CATCH BASINS SHALL BE PROVIDED WITH A "SUR-TRAP" GREASE TRAP OR APPROVED EQUAL. 2. INSTALL GREASE TRAP WITH THE BOTTOM EDGE PARALLEL TO THE WATER SURFACE AND THE RECTANGULAR OPENING FACING DOWNWARD AND THE CIRCULAR END PLACED INSIDE THE OUTLET PIPE. 4" MIN 45° REBAR PIPE ID OR 48" MAX OPENING PIPE ID OR 48" MAX OPENING PIPE ID OR 48" MAX OPENING RIP RAP DITCH SLOPES 10' MIN (TYP) RIP RAP DITCH SLOPES 10' MIN (TYP) DETAIL IDs 189 THRU 201 RESERVED FOR FUTURE USE SEE NOTE 5 TRANSITION GUTTER (TYP.). DEPRESS FRAME & GRATE APPROX. 3" @ FLOW LINE. LIP OF GUTTER TO MATCH STREET GRADE. Public Works Department CITY OF FERNLEY JOB NO. DRN. BY CHK. BY DATE SHEET STANDARD DETAILS FOR PUBLIC CONSTRUCTION STORM DRAIN MAY 2008 JAM RRB 12 12 OF 12 DATE REVISIONS BY 05/02 REVISIONS #1 05/01/2002 MU 12/02 UPDATE DETAIL NUMBERING RB 12/02 ADD SPEED LIMIT AND STOP SIGN RB 06/07 GENERAL REVIEW EB 04/08 GLOBAL REVISION AND RENUMBER LP IT IS THE RESPONSIBILITY OF THE ENGINEER / DEVELOPER TO VERIFY THAT THE CURRENT SET OF THESE DETAIL SHEETS ARE USED FOR THE PROJECT. LATEST REVISIONS APPLY AT TIME OF APPROVAL OF TENTATIVE MAP. NOTE: DRAWINGS NOT TO SCALE