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Y:\Engineering Group Only\2020 Projects\20-014 BLM Water Extension\CAD\Sheets\G-001.dwg - DWALDRON - 3/8/2021 12:07 PM BLM WATER EXTENSION PROJECT NO. 20-014 MARCH 2021 VICINITY MAP N PROJECT LOCATION MAP N.T.S. LOCATION PROJECT N.T.S. N POCATELLO BOISE KETCHUM MOSCOW COEUR d'ALENE SALMON CAREY REXBURG 15 INTERSTATE 15 INTERSTATE 84 INTERSTATE 86 INTERSTATE 84 INTERSTATE 84 INTERSTATE 90 INTERSTATE 93 30 89 91 30 89 26 20 26 91 20 20 26 93 20 93 95 20 95 95 95 95 95 95 2 2 12 12 55 13 75 75 TWIN FALLS IDAHO FALLS BURLEY SODA SPRINGS MONTPELIER ARCO MACKAY CHALLIS DUBOIS McCALL GRANGERVILLE MOUNTAIN HOME STANLEY MALAD IDAHO OREGON MONTANA WASHINGTON CANADA NEVADA UTAH WYOMING IDAHO STATE OF DRIGGS 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 END PROJECT START PROJECT SHEET INDEX G-001 COVER G-002 LEGEND AND ABBREVIATIONS G-003 GENERAL NOTES PP-101 PLAN & PROFILE SHEET OVERLAND PP-102 PLAN & PROFILE SHEET OVERLAND PP-103 PLAN & PROFILE SHEET BLM ROAD PP-104 PLAN & PROFILE SHEET BLM ROAD & SITE DETAILS CD-501 CONNECTION & GAS CROSSING DETAIL TC-101 TRAFFIC CONTROL PLAN OVERLAND TC-102 TRAFFIC CONTROL PLAN & SIGN DETAILS SECTION 32, T10S, R23E MILE POST 20 ---PAGE BREAK--- A C-001 A - LEGEND CIVIL ABBREVIATIONS CENTER LINE PROPERTY OR R/W LINE EASEMENT LINE STREET MONUMENT LINE WIRE FENCE CONTOUR LINE SPOT ELEVATION BANK SLOPES STORM DRAIN LINE WATER LINE GAS LINE TELEPHONE CABLE UNDERGROUND ELECTRIC ASPHALT PAVING FIRE HYDRANT WATER VALVE WATER METER STORM DRAIN CATCH BASIN STORM DRAIN INLET(S) UTILITY POLE & ANCHOR STRUCTURE CURB & GUTTER SIDEWALK RAILROAD TRACKS GUARD RAIL SECTION CORNER MONUMENT BENCH MARK SIGN POWER POLE BACK BK BOUNDARY BDRY BEGINNING/BEGIN BEG BEGIN CURB RETURN BCR ALTERNATE ALT APPROXIMATELY APPROX ASPHALT ASP ASPHALT CEMENT AC 4250 4250 EXISTING PROPOSED L LB LIN LT LWL m MATL MAX MKR MH MI MISC MON N No OD O-O OFF REV ORIG PVMT PC PCC PERF PI PL or P POB PP PRC PROJ PROP PT PSC PVC QTY R RCP RD REF REINF REQD REV RP RR RT R/W GALV GALVANIZED GM GAS METER GRD GROUND HDWL HEADWALL H&T HUB AND TACK HORIZ HORIZONTAL HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IRR IRRIGATION INV INVERT JCT JUNCTION T TOWNSHIP, TELEPHONE TAN TANGENT TBC TOP BACK CURB TEMP TEMPORARY TEL TELEPHONE/TELEGRAM TP TELEPHONE POLE TYP TYPICAL UBC UNIFORM BUILDING CODES VC VERTICAL CURVE VERT VERTICAL VOL VOLUME VPI VERTICAL POINT OF INTERSECTION VPC VERTICAL POINT OF CURVE VPT VERTICAL POINT OF TANGENCY W WEST/WATER WM WATER METER XING CROSSING XSEC CROSSING SECTION S SOUTH SAN SANITARY SCHED SCHEDULE SD STORM DRAIN SEC SECTION SHT SHEET SLB&M SALT LAKE BASE & MERIDIAN SPECS SPECIFICATIONS SQ SQUARE SS SANITARY SEWER ST STREET STL STEEL STA STATION STD STANDARD STRUCT STRUCTURE RIGHT OF WAY RIGHT/ROUTE RAILROAD REFERENCE POINT/RADIUS POINT REVISION REQUIRED REINFORCED REFERENCE ROAD REINFORCED CONCRETE PIPE RANGE/RADIUS QUANTITY POLYVINYL CHLORIDE POINT OF SPIRAL CURVE POINT OF TANGENCY PROPERTY PROJECT POINT OF REVERSE CURVE POWER POLE POINT OF BEGINNING PROPERTY LINE POINT OF INTERSECTION PERFORATED POLYETHELENE POINT OF COMPOUND CURVATURE POINT OF CURVATURE PAVEMENT ORIGINAL OFFICE REVISION OUTSIDE TO OUTSIDE OUTSIDE DIAMETER NUMBER NORTH MONUMENT MISCELLANEOUS MILE MANHOLE MARKER MAXIMUM MATERIAL METER LOW WATER LEVEL LEFT LINEAR/LINEAL POUND LENGTH BKFL BACKFILL ABUT ABUTMENT GAS G BLDG BUILDING BLM BUREAU OF LAND MANAGEMENT BM BENCH MARK BOT BOTTOM BRG BEARING BSMT BASEMENT BTWN BETWEEN CALC CALCULATED CB CATCH BASIN CCW COUNTERCLOCKWISE C-C CENTER TO CENTER C&G CURB AND GUTTER CFS CUBIC FEET PER SECOND CLS CLASS CIP CAST IRON PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE-ARCH COB CLEAN OUT BOX COL COLUMN CONC CONCRETE CONST CONSTRUCT COR CORNER CEN CENTER CU CUBIC CULV CULVERT CW CLOCKWISE ° DEGREE DET DETAIL DIA DIAMETER DIP DUCTILE IRON PIPE DIST DISTANCE DN DOWN DWG DRAWING E EAST ECR END CURB RETURN ELEV ELEVATION ELEC ELECTRIC/ELECTRICAL EMB EMBANKMENT EO EDGE OF OIL EST ESTIMATE EXIST EXISTING FEN FENCE FD FOUND FDN FOUNDATION FIN FINISH FL OR F FLOW LINE FLR FLOOR FLG FLANGE FT FEET FTG FOOTING IRRIGATION LINE ARV AIR RELEASE VALVE TH TEST HOLE BOF BOTTOM OF FOOTING TOC TOP OF CONCRETE WP WORK POINT cm CENTIMETER C or CL CENTERLINE/CONTROL LINE L L FG FINISH GRADE KILOMETER km POINT ON CURVE POC TOP OF FOOTING TOF TOP OF SLAB TOS CONTROL LINE CHAIN LINK FENCE CORRUGATED CORR DRIVEWAY DRWY EACH EA EQUIPMENT EQUIP EXCAVATION EXC FEET PER SECOND FPS GAS VALVE GV JB JUNCTION BOX MPH MILES PER HOUR NRCP NON-REINFORCED CONCRETE PIPE NTS NOT TO SCALE N/A NO ACCESS or NOT APPLICABLE NIC NOT IN CONTRACT OBLIT OBLITERATE PE L PSI POUNDS PER SQUARE INCH UG UNDERGROUND UT UNDERGROUND TELEPHONE VALVE BOX VB WV WATER VALVE YARD Yd @ AT & AND < ANGLE Ø ROUND or DIAMETER W/ WITH W/O WITHOUT SECONDARY WATER LINE BW BACK OF WALK FINISH SURFACE FS LINEAR FEET LF % PERCENT DELTA MATCH LINE EL=4354.63 EL=4354.66 OVERHEAD ELECTRIC BARBED WIRE FENCE H Y D H Y D GAS GAS WM WM D D WV WV D D SDV STORM DRAIN COMBO BOX STORM DRAIN MANHOLE STORM DRAIN CLEANOUT BOX D D STORM DRAIN VAULT SDV SWV SWLV SWV SWLV SECONDARY WATER VALVE SECONDARY WATER VAULT SANITARY SEWER LINE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE S S CO CO GAS VALVE GAS METER TELEPHONE BOX TELEPHONE MANHOLE TELEPHONE POST T T T T T T ELECTRIC BOX ELECTRIC MANHOLE ELECTRIC METER E E E E E E FR FR FIRE RISER P P STREET LIGHT LIGHT CULVERT WATER AIR RELEASE VALVE ARV ARV CANAL OPEN DITCH BM NO. 46 ELEV=4256.50 TESTING BOREHOLE BH NO.1 11 3 12 4 LANDSCAPING (TREES ETC.) HATCHING/PATTERNS REVISION TRIANGLE DETAIL CALLOUT KEYNOTE CALLOUT PIPE CALLOUT SECTION CALLOUT DETAIL NAME SECTION NAME VIEW NAME ISOMETRIC VIEW CALLOUT DETAIL # SYSTEM SIZE MATERIAL KEYNOTE REFERENCE DESIGNATION SHEET NO. REVISION NO. ANNOTATION GENERAL CALLOUT PROPOSED CALLOUT GENERAL NOTE CONSTRUCTION NOTE CONCRETE ASPHALT PAVEMENT SAND GROUTED RIP RAP UNDISTURBED SOIL UNTREATED BASE COURSE STRUCTURAL FILL LOOSE RIP RAP WETLANDS WATER DEMOLITION AREA BACKFILL STEEL CONCRETE MASONRY UNIT (CMU) 1 1 C-001 ABC 123 SHEET NO. 1 Description WW 55" SS DESCRIPTION Description XX-XXX EQUIPMENT CALLOUT SYSTEM TAG NUMBER DESCRIPTION 1 SCALE: N.T.S. DETAIL NAME SCALE DETAIL # A SCALE: 1"=1" SECTION NAME DESIGNATION SCALE SCALE: 1"=1" VIEW NAME VIEWPORT SCALE DESIGNATION SHEET NO. DETAIL NAME/ DESCRIPTION TOA TOP OF ASPHALT TG TOP OF GRATE DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 ---PAGE BREAK--- DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 DEMOLITION & REPAIR NOTES 1. DEMOLITION FOR THE CONTRACT IS TO INCLUDE ONLY ITEMS NOTED FOR SAWCUT AND PATCH FOR THE ASPHALT OR BY NOTE. DO NOT REMOVE ANY ADDITIONAL ITEMS ALONG THE WATER ALIGNMENT WITHOUT AUTHORIZATION FROM THE OWNER. 2. THE WIDTHS OF THE SAWCUT FOR THE ASPHALT REPAIRS is 6-FEET. THIS WORK IS BASED ON USING TRENCH BOXES TO KEEP THE ASPHALT REMOVAL AND PATCHING SMALL. 3. THE WIDTH OF BARROW REPAIR IS THE WIDTH OF THE LAND DISTURBED FROM THE FENCE TO THE ASPHALT. FOR BARROW REPAIR, CLEAN WEEDS AND OTHER DEBRIS AS NEEDED FOR CONSTRUCTION AND LEAVE SURFACE SMOOTH AND CLEAN OF DEBRIS. 4. THE WIDTH OF GRASS REPAIR IS THE WIDTH OF GRASS DAMAGED BY THE CONSTRUCTION. AFTER BACKFILLING, PLACE NOT LESS THAN 6-INCHES OF TOPSOIL ON THE DISTURBED AREA AND HYDROSEED. 5. THE WIDTH OF SOD REPAIR IS THE WIDTH OF SOD DAMAGED BY THE CONSTRUCTION. THE REPAIR INCLUDES PLACING NOT LESS THAN 6-INCHES OF TOP SOIL AFTER BACKFILLING AND PLACING SOD SIMILAR TO THE EXISTING SOD. 6. PROJECT REPAIRS ALSO INCLUDE ANY IRRIGATION LINES THAT ARE DAMAGED BY THE CONSTRUCTION. 7. THE AREA OF DISTURBANCE IS LESS THAN ONE ACRE SO A IS NOT REQUIRED. 8. REFER TO THE PLAN AND PROFILE SHEETS FOR MORE DETAILS ON CONNECTIONS TO EXISTING FEATURES AND LIMITS OF REMOVAL. 9. SAWCUT OR WHEEL CUT ASPHALT IN CLEAN NEAT LINES JUST WIDER THAN THE TRENCH WIDTH. ADJUST SAWCUT WIDTH AS NEEDED TO FIT THE TRENCH BOX WIDTH. 10. RETAIN AND PROTECT EXISTING BUILDINGS TO REMAIN INCLUDING ALL FOOTINGS, FOUNDATIONS, AND OVERHANG. 11. RETAIN AND PROTECT ALL WALLS, FENCES, AND OTHER ITEMS ALONG THE CONSTRUCTION ROUTE NOT LISTED FOR DEMOLITION. 12. SEE THE TRAFFIC CONTROL SHEETS FOR TRAFFIC CONTROL. THE LIMITS OF THE CHANNELIZATION DEVICES IS BETWEEN THE EDGE OF ASPHALT AND THE FOG LINE. THE REMAINDER OF THE ROAD IS TO BE KEPT OPEN AT ALL TIMES. 13. THE TRENCH IS TO BE BACKFILLED WITH COMPACTED SOIL. REFER TO THE ASPHALT REPAIR SECTION FOR THICKNESS OF ROAD BASE. ADD ADDITIONAL ROAD BASE TO TO THE PAVEMENT AREAS TO KEEP THE DRIVING SURFACE LEVEL. THE ROAD BASE IS TO BE MAINTAINED EVEN WITH THE TOP OF THE ADJACENT ASPHALT AS A TEMPORARY ROAD SURFACE UNTIL SUCH TIME AS THE ASPHALT IS PATCHED. 14. DO NOT INTERRUPT THE SERVICES OR DISRUPT THE OPERATION OF ANY BUSINESS OUTSIDE OF THE DEMOLITION LIMITS. 15. COORDINATE WITH HOME OWNERS ALONG THE ROUTE TO ALLOW THEM TO REMOVE VEHICLES AHEAD OF THE CONSTRUCTION. OPEN DRIVES AS SOON AS POSSIBLE AFTER INSTALLATION OF THE WATER MAIN. 16. REMOVE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM THE DEMOLITION AND SITE CLEARING OPERATIONS FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER UNLESS DIRECTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. 17. THE LOCATION AND OR ELEVATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS BASED ON THE SURVEY PROVIDED BY THE OWNER AND RECORDS PROVIDED BY THE OWNER INDICATING THE GENERAL LOCATION OF UTILITIES AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AND BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT AUTHORITIES HAVING JURISDICTION FOR FIELD LOCATIONS. THE CONTRACTOR SHALL ALSO POT HOLE AND LOCATE ALL UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL IN-PLACE AND RELOCATED UTILITIES. 18. WHEN EXCAVATING INSIDE THE WILLIAMS PIPELINE RIGHT OF WAY, NO OPEN TOOTH BUCKETS ARE TO BE USED ONLY A GRADING BUCKET. 19. STOCKPILES SHALL BE GRADED TO MAINTAIN SLOPES NOT GREATER THAN 3:1 HORIZONTAL TO VERTICAL. PROVIDE EROSION CONTROL AS NEEDED TO PREVENT SEDIMENT TRANSPORT TO ADJACENT DRAINAGE WAYS. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIAL. DISPOSAL SHALL BE AT AN APPROVED SITE FOR SUCH MATERIAL. BURNING OR BURYING OF WASTER MATERIAL ONSITE IS NOT PERMITTED. 21. INSTALL TRAFFIC WARNING DEVICES AS NEEDED IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD AND LOCAL STANDARDS. SEE THE PROVIDED TRAFFIC CONTROL PLANS FOR THE BASIS OF THE TRAFFIC WARNING DEVICES. THE CONTRACTOR SHALL USE ADDITIONAL DEVICES, FLAGGERS, ETC. AS NEEDED TO CONTROL THE TRAFFIC. 22. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FROM CITY, COUNTY, STATE, AND OR FEDERAL AGENCIES AS REQUIRED. GENERAL, TRENCHING, AND COMPACTION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH BURLEY CITY STANDARDS. 2. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 1:1 HORIZONTAL TO VERTICAL. 3. FILLS SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY OF THE SOIL USED AND WITHIN 2% OF OPTIMUM MOISTURE CONTENT IN DRIVES AND THE SHOULDER OF THE ROAD. IN LANDSCAPE AREAS, THE COMPACTION SHALL BE ABOUT 85% OF MAXIMUM DENSITY. 4. IF SOLS ARE TOO WET, THE CONTRACTOR SHALL DRY SAID SOILS OR AUGMENT SAID SOILS WITH DRY ROAD BASE TO GET THE MOISTURE CONTENT WITHIN 2% OF OPTIMUM MOISTURE. AUGMENTED SOILS WILL REQUIRE AN ADDITIONAL PROCTOR. 4.1. IF THE SOILS ARE TOO DRY, THE CONTRACTOR SHALL MOISTEN THE SOIL AS NEEDED TO BRING THE MOISTURE TO WITHIN 2% OF OPTIMUM. 5. TRENCH BACKFILL SHALL BE TESTED FOR COMPACTION AS FOLLOWS: 6. 1 TEST ON THE FIRST LIFT OVER THE TOP OF THE PIPE AT NOT MORE THAN 300 FEET SPACING, ONE TEST FOR EACH 18-INCHES OF COMPACTED FILL AT NOT MORE THAN 300 FEET SPACING, 1 TEST AT THE TOP OF SUBGRADE-BOTTOM OF ROAD BASE AT NOT MORE THAN 300 FOOT SPACING, AND 1 TEST AT THE TOP OF ROAD BASE AT NOT MORE THAN 100 FOOT SPACING. 6.1. STAGGER COMPACTION TESTS SO THAT EACH TEST IS NOT WITHIN 50-FEET OF A TEST ON A LOWER LEVEL. 6.2. COMPACTION TESTING WILL BE PAID BY THE CONTRACTOR AS PART OF THE BASE BID. 6.3. PROVIDE COMPACTION TESTING RESULTS TO THE ENGINEER WITHIN 24-HOURS OF THE TESTING. FAILURE TO TEST OR FAILURE TO PROVIDE TESTING RESULTS MAY RESULT IN A GIVEN SECTION OF PIPE BEING REJECTED. 6.4. ANY EXCAVATION AND RE-COMPACTION NEEDED TO RETEST COMPACTION WILL BE PAID BY THE CONTRACTOR. 6.5. ANY RETESTING NEEDED FOR FAILED COMPACTION TESTS IS TO BE PAID BY THE CONTRACTOR. 6.6. THE OWNER MAY ELECT TO HAVE ADDITIONAL COMPACTION TESTS PERFORMED AT THE CITY'S EXPENSE AS PART OF THE CITY'S QA/QC PROGRAM. 6.7. EACH COMPACTION TEST SHALL HAVE A UNIQUE IDENTIFICATION TO ALLOW THE LOCATION OF THE TEST TO BE CORRELATED ON THE PROJECT PLANS. 7. SOIL PROCTOR: 7.1. THE NATIVE SOILS MAY BE USED FOR THE TRENCH BACKFILL. 7.2. THE CONTRACTOR SHALL OBTAIN SAMPLES OF THE NATIVE SOIL SO THAT A PROCTOR CAN BE DEVELOPED AND COMPACTION TESTING RESULTS CAN BE COMPARED TO AN APPROPRIATE PROCTOR. 8. EACH COMPACTION TEST SHALL BE ACCOMPANIED WITH A SKETCH SHOWING THE APPROXIMATE LOCATION OF THE TEST, A COPY OF THE PROJECT PLANS MAY BE USED FOR THE SKETCH IF DESIRED. AN ALTERNATE TO THE SKETCH REQUIREMENT WOULD BE TO INCLUDE A GPS COORDINATE AT THE LOCATION OF EACH TEST. THE METHODOLOGY USED TO INDICATE THE LOCATIONS OF THE TESTING WILL BE DETERMINED BY THE CONTRACTOR. 9. THE CONTRACTOR SHALL COORDINATE INSPECTIONS & TESTING, AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE PROJECT. THE REPORT AND MAP SHALL SHOW LOCATIONS WHERE COMPACTION TESTS HAVE BEEN TAKEN WITH A TEST NUMBER OR OTHER IDENTIFYING FEATURE SO THAT THE LOCATION CAN BE CORRELATED WITH THE COMPACTION RESULTS. 10. ALL TESTING IS TO BE PAID BY THE CONTRACTOR 11. DUST SHALL BE CONTROLLED BY WATERING. DO NOT OVER WATER OR SOFTEN THE SOILS OR CAUSE EROSION DUE TO WATERING. 12. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 13. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISION MUST BE USED TO PROTECT ADJOINING DRAINAGE AREAS DURING THE CONSTRUCTION OF THE PROJECT. 14. TRENCHES ARE TO BE BACKFILLED, COMPACTED, AND TESTED EACH DAY SO THAT ONLY A SMALL HOLE AT THE END OF THE PIPE IS LEFT OPEN OVER NIGHT. FLAGGING, BARRICADES, AND OTHER PROTECTIVE DEVICES ARE TO BE USED TO PROTECT THE HOLE EACH DAY. 15. ALL ROADS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED AS A RESULT OF THE CONSTRUCTION. THE CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY, OWNER, AND ITD. 16. THE CONTRACTOR SHALL PROVIDE SHORING IN ACCORDANCE WITH OSHA REQUIREMENTS FOR ALL EXCAVATION. 17. AS PART OF THE CONSTRUCTION DOCUMENTS, THE OWNER HAS PROVIDED THE CONTRACTOR WITH A TOPOGRAPHIC SURVEY PERFORMED BY MANUAL OR AERIAL MEANS. SUCH SURVEY WAS PREPARED FOR PROJECT DESIGN PURPOSES AND IS PROVIDED TO THE CONTRACTOR AS A COURTESY. IT IS EXPRESSLY UNDERSTOOD THAT SUCH SURVEY MAY NOT ACCURATELY REFLECT EXISTING TOPOGRAPHICAL CONDITIONS. 18. EROSION CONTROL: PROTECT ALL INLET BOXES, CATCH BASINS, STORM DRAIN MANHOLES, DRAINAGE DITCHES, AND WATERWAYS WITH APPROVED PROTECTION TO STRAIN THE STORM WATER DURING CONSTRUCTION. PROTECT ALSO FROM ILLICIT DISCHARGES. PROTECT SURROUNDING PROPERTIES AND STREETS FROM SITE RUNOFF WITH SANDBAGS, EARTH BERMS, AND SILT FENCES. 1. COORDINATE ALL UTILITY CONNECTIONS WITH THE OWNER. 2. VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING ANY NEW UTILITY LINES. NOTIFY OWNER AND ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO ANY CONNECTIONS BEING MADE. 3. GAS LINES, TELEPHONE LINES, AND COMMUNICATION LINES SHOWN ON THE PLANS ARE FROM MARKS MADE BY DIG LINE SERVICE AND MAY NOT INDICATE ALL OF THE UTILITY LINES IN THE AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH DIG LINE AND FOR REPAIRING ANY DAMAGED LINES. 4. COORDINATE WITH UTILITY LINE OWNER FOR REQUIREMENTS OF PIPE MATERIALS FOR UTILITY LINES THAT ARE REPAIRED OR RELOCATED. 5. THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT ANY VERTICAL ADJUSTMENTS NECESSARY TO CLEAR THE WATER LINES BY ADJUSTING CONDUIT, GAS LINES, COMMUNICATION LINES, IRRIGATION WATER LINES, OR OTHER UTILITY LINES AS NECESSARY INCLUDING VALVE BOXES, AND HYDRANT SPOOLS TO PROPER GRADE. UTILITY PIPING MATERIALS ALL PIPING TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS REFER TO SPECIFICATIONS FOR MORE DETAILED INFORMATION. 1. ALL WATER LATERALS ARE TO BE 2" DIAMETER HDPE SDR9. 2. ALL MAIN LINES ARE TO BE C-900 PVC DR 18 PIPE. 3. INSTALL THRUST BLOCKS AT ALL BENDS, TEES, AND ENDS AS INDICATED IN THE ISPWC. 4. USE GRIP JOINT RESTRAINTES FOR MJ FITTINGS. USE FLANGE FITTINGS WERE INDICATED ON THE PLANS. 5. ALL MAINLINE JOINTS TO BE RING TIGHT BELL AND SPIGOT WITH GASKETS. 6. CONSTRUCT SERVICE LINES SIMILAR TO THE DETAILS SHOWN ON THE CITY WEB SITE. 7. ALL WATER MAINS ARE TO BE FLUSHED, CHLORINATED, FLUSHED, AND TESTED FOR BACTERIA PER ISPWC AND IDAPA REQUIREMENTS. TWO NEGITIVE BACTERIA TESTS ARE REQUIRED WITHIN 24-HOURS BEFORE THE WATER MAIN CAN BE PLACED INTO SERVICE. UTILITY NOTES 1. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE LOCAL TRAFFIC CONTROL AT ALL TIMES AROUND THE CONSTRUCTION SITE. 2. TRAFFIC CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO CONSTRUCTION AHEAD SIGNS, SPEED LIMIT SIGNS, CONES OR CANDLE STICKS, FLAGERS WHEN NEEDED, WARNING TAPE, AND TRAFFIC ROUTING SIGNS. 3. THE CONTRACTOR SHALL UPDATE A TRAFFIC CONTROL PLAN AS PART OF HIS SUBMITTALS. THE TRAFFIC CONTROL PLAN SHALL BE ON CONFORMANCE WITH THE MUTCD. 4. TRAFFIC CONTROL IS REQUIRED CONTINUOUSLY AND NOT ONLY DURING NORMAL WORKING HOURS TRAFFIC CONTROL NOTES 1. DIMENSIONS ARE TO THE POINT INDICATED. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, ON CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3. ASPHALT PAVING SHALL BE A MINIMUM OF 3-INCHES THICK. IF THE EXISTING ASPHALT IS THICKER, MATCH THE EXISTING ASPHALT THICKNESS. THE PAVING SHALL BE DONE IN LIFTS OF UP TO 3-INCHES THICK AND AT LEAST 1.5" THICK. SITE NOTES 1. THERE ARE TWO LARGE NATURAL GAS MAINS TO BE CROSSED AT ABOUT STATION 13+00. RAY SCHMITT FROM WILLIAMS NORTHWEST PIPELINE IS TO BE ON HAND ANY TIME ANY EXCAVATION TAKES PLACE INSIDE THE PIPELINE EASEMENT. 2. HAND DIG WITHIN 24-INCHES OF THE GAS MAINS 3. HAND DIG AND UNCOVER THE TOP OF THE NORTHERN GAS MAIN AND SET THE WATER MAIN WITH 12-INCHES OF VERTICAL CLEARANCE. 4. COORDINATE WITH RAY SCHMITT HIS PHONE IS [PHONE REDACTED] 5. AFTER CROSSING THE NORTHERN GAS MAIN, HOLD THE WATER LINE FLAT UNTIL COVER REACHES 5-FEET DEEP. 6. NO CASING IS REQUIRED AT THE GAS CROSSING. NATURAL GAS CROSSING NOTES ---PAGE BREAK--- 2+00 3+00 4+00 5+00 6+00 7+00 7+00 7+09 21.86' 21.72' 21.91' 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 SEE SHEET PP-102 FOR CONTINUATION 12" C-900 DR-18 PVC, 5' BURY DEPTH CONSTRUCT 12" FL CROSS WITH: (WEST) 12"x8" FL REDUCER AND 8" GATE VALVE, (NORTH) 12" GATE VALVE, (SOUTH) 12" BLIND FLANGE FOR FUTURE GATE VALVE, (EAST) 12"x6" REDUCER AND STANDARD FIRE HYDRANT WITH GATE VALVE SEE SHEET PP-104 FOR CONTINUATION CONSTRUCT FIRE HYDRANT AND GATE VALVE PER CITY STANDARD APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY EXISTING GRADE OVER PIPELINE 40X16 JACKING PIT 10X10 RECEIVING PIT 50' 16"Ø OD 3/8" T CASING USE GRIPRING JOINT RESTRAINTS FOR MJ FITTINGS. USE CONRETE THRUST BLOCKS AT ALL BENDS AND TEES 12" C-900 DR-18 PVC, 5' BURY DEPTH CONSTRUCT 12" FL CROSS WITH: (WEST) 12"x8" FL REDUCER AND 8" GATE VALVE, (NORTH) 12" GATE VALVE, (SOUTH) 12" BLIND FLANGE FOR FUTURE GATE VALVE, (EAST) 12"x6" REDUCER AND STANDARD FIRE HYDRANT WITH GATE VALVE 12" C-900 DR-18 PVC, 5' BURY DEPTH RETAIN & PROTECT GAS SERVICE RETAIN & PROTECT GAS SERVICE CONST. 12" x6 REDUCING TEE TEE WITH: (EAST) STANDARD FIRE HYDRANT WITH GATE VALVE RETAIN & PROTECT 3 FIBER OPTIC CABLES IN CONUDUIT RETAIN & PROTECT 3 FIBER OPTIC CABLES IN CONUDUIT REPAIR BORROW PIT AFTER BACKFILLING PIPE REPAIR BORROW PIT AFTER BACKFILLING PIPE REPAIR GRAVEL DRIVE AFTER BACKFILLING PIPE REPAIR GRAVEL DRIVE AFTER BACKFILLING PIPE REPAIR SOD AFTER BACKFILLING PIPE REPAIR BORROW PIT AFTER BACKFILLING PIPE APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY ---PAGE BREAK--- 8+00 9+00 10+00 11+00 12+00 13+00 21.6' 22.11' 22.32' 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 SEE SHEET PP-101 FOR CONTINUATION REPLACE EXISTING TEE WITH 14" FL TEE WITH: (NORTH) 14"x12" FL REDUCER AND 12" GATE VALVE, (SOUTH) 14"x12" FL REDUCER AND 12" GATE VALVE, (EAST) 14" FL GATE VALVE, 14" DI FLxPE PIPE SPOOL, AND CONNECT TO EXISTING MAIN LINE WITH 45 MJ BEND SEE SHEET CD-501 FOR ADDITIONAL DETAILED INFORMATION 12" C-900 DR-18 PVC, 5' BURY DEPTH APPROX. STATE RIGHT OF WAY 40X16 JACKING PIT 10X10 RECEIVING PIT EXIST. 14" DI WATER MAIN 40' 20" OD 3/8" T CASING , CENTER ON IRRIGATION PIPE 48" IRRIGATION PIPE, FIELD VERIFY DEPTH, VERIFY 48" CLEARANCE UNDER IRRIGATION PIPE FOR CASING EXISTING GRADE OVER PIPE DURING CONSTRUCTION OF WATER MAIN INSIDE OF NATURAL GAS EASEMENT, RAY SCHMITT MUST BE ON HAND, CALL AND COORDINATE EXCAVATION WITH HIM AT [PHONE REDACTED]. HAND DIG WITHIN 2-FEET OF THE GAS LINES HAND DIG AND LOCATE THE NORTH GAS LINE, SET BOTTOM OF WATER MAIN 12" ABOVE TOP OF STEEL CASING. CONST. 12" FL TEE WITH: (NORTH) 12" GATE VALVE, (SOUTH) 4-FEET PIPE AND MJ COUPLER 12" GATE VALVE, (EAST) 12"x6" REDUCER AND STANDARD FIRE HYDRANT WITH GATE VALVE 100' BEFORE CASING, FLOAT PIPE DOWN TO ELIMINATE VERTICAL BENDS IN MAIN LINE 100' BEFORE CASING, FLOAT PIPE DOWN TO ELIMINATE VERTICAL BENDS IN MAIN LINE 100' BEFORE CASING, FLOAT PIPE DOWN TO ELIMINATE VERTICAL BENDS IN MAIN LINE 40' 20"Ø OD 3/8" T CASING , CENTER ON IRRIGATION PIPE 100' BEFORE CASING, FLOAT PIPE DOWN TO ELIMINATE VERTICAL BENDS IN MAIN LINE RETAIN & PROTECT GAS SERVICE RETAIN & PROTECT GAS SERVICE RETAIN AND PROTECT GAS MAINS HAND DIG WITHIN 2-FEET OF GAS MAINS, VERIFY 12" ABOVE GAS MAIN CASING EXIST. GAS EASEMENT ALL EXCAVATION IN GAS RIGHT OF WAY TO BE DONE WITH OUT EXPOSED TEETH ON BUCKET FLOAT PIPE AS NEEDED, VERIFY 12" CLEARANCE ABOVE GAS MAIN CASING RETAIN & PROTECT 3 FIBER OPTIC CABLES IN CONUDUIT RETAIN & PROTECT 3 FIBER OPTIC CABLES IN CONUDUIT REPAIR BORROW PIT AFTER BACKFILLING PIPE REPAIR GRAVEL DRIVE AFTER BACKFILLING PIPE REPAIR BORROW PIT AFTER BACKFILLING PIPE RETAIN & PROTECT WALLS PATCH ASPHALT AFTER PIPE IS APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY USE GRIPRING JOINT RESTRAINTS FOR MJ FITTINGS. USE CONRETE THRUST BLOCKS AT ALL BENDS AND TEES REPLACE EXISTING TEE WITH 14" FL TEE WITH: (NORTH) 14"x12" FL REDUCER AND 12" GATE VALVE, (SOUTH) 14"x12" FL REDUCER AND 12" GATE VALVE, (EAST) 14" FL GATE VALVE, 14" DI FLxPE PIPE SPOOL, AND CONNECT TO EXISTING MAIN LINE WITH 45 MJ BEND SEE SHEET CD-501 FOR ADDITIONAL DETAILED INFORMATION ---PAGE BREAK--- 0+00 1+00 2+00 3+00 4+00 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 SEE SHEET PP-104 FOR CONTINUATION CONSTRUCT 8" C900 DR18 WATER MAIN, 5' BURY DEPTH CONST, 165'± 2" WATER SERVICE LINE HDPE SDR9 CONSTRUCT 8"x6" FL REDUCER 6' OF 6" PIPE AND STANDARD FIRE HYDRANT AND GATE VALVE, CONSTRUCT TAP AND CORP STOP FOR 2" WATER SERVICE EAST OF REDUCER GRADE ALONG PIPELINE CONST, 2" WATER METER CONSTRUCT 8" C900 DR18 WATER MAIN, 5' BURY DEPTH COORDINATE WITH OWNER TO DISCONNECT AND CAP WATER WELL FROM SERVICE TO BUILDING AND CONNECT BUILDING SUPPLY TO NEW 2" WATER METER CONST, 144'± 2" WATER SERVICE LINE HDPE SDR9 USE GRIPRING JOINT RESTRAINTS FOR MJ FITTINGS. USE CONRETE THRUST BLOCKS AT ALL BENDS AND TEES HYDROSEED DISTURBED AREA AFTER BACKFILLING RETAIN & PROTECT FENCE, ELECTRICAL EQUIPMENT ETC. SLOWLY BEND PIPE, KEEP LINE ABOUT 6-FEET AWAY FROM ASPHALT UNTIL HEADING TO CASING. HYDROSEED DISTURBED AREA AFTER BACKFILLING HYDROSEED DISTURBED AREA AFTER BACKFILLING ---PAGE BREAK--- 1+00 5+00 6+00 7 21.91' 0' 10' 20' 40' 60' Scale: 1"=20' GRAPHIC SCALE N DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 SEE SHEET PP-103 FOR CONTINUATION CONSTRUCT 8" C900 DR18 WATER MAIN, 5' BURY DEPTH GRADE ALONG PIPELINE CONSTRUCT 8" C900 DR18 WATER MAIN, 5' BURY DEPTH SEE SHEET PP-101 FOR CONTINUATION 3 4" MINUS PIPE BEDDING, 6" BELOW BOTTOM OF PIPE, 12" MINIMUM OVER TOP, COMPACT BOTTOM LAYER TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY 3 4" ROAD BASE 12" THICK IN ROADWAY AND 12" IN SHOULDER AND GRAVEL AREAS ADJACENT TO ROAD, COMPACT TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY 3" THICK, HMA ASPHALT PAVING SAWCUT ASPHALT IN STRAIGHT LINES NATIVE GRANULAR SOIL COMPACT TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY VERTICAL WALLS SHOWN BASED ON USING TRENCH BOX. IF SUPPORT IS NOT USED, SLOPE TRENCHES PER OSHA REQUIREMENTS. 40X16 JACKING PIT 10X10 RECEIVING PIT 50' 16"Ø OD 3/8" T CASING USE GRIPRING JOINT RESTRAINTS FOR MJ FITTINGS. USE CONRETE THRUST BLOCKS AT ALL BENDS AND TEES CONSTRUCT 8" MJ GATE VALVE 10 GA. TRACER WIRE RUN FROM VALVE BOX TO VALVE BOX PIPE SIZE OD PIPE PIPE BELL CASING SIZE THICKNESS RANGER HEIGHT 8" PVC 9.05" 11.20" 16" 3/8 MEDI 2.56" 12" PVC 13.20" 16.12" 20" 3/8 MEDI 2.56" END VIEW Use RANGER II CASING SPACERS OR ENGINEER APPROVED EQUAL. AFTER INSERTION OF THE CARRIER PIPE INTO THE CASING, CLOSE THE SPACE WITH A RUBBER END SEAL AS INDICATED. 2 CASING DETAILS NOT TO SCALE WELD CASING PIPES ALL THE WAY AROUND TO JOIN PIPE SEGMENTS AS NEEDED TO MAKE THE REQUIRED LENGTH. PIPE CASING SHALL BE OF THE THICKNESS SHOWN MINIMUM. CASING SHALL BE JACKED AT THE SLOPE AND ELEVATIONS SHOWN ON THE PLANS. 50' 16"Ø OD 3/8" T CASING CASING PIPE 6 FT MAX TYP BETWEEN CENTERS 2 FT FROM COUPLING CARRIER PIPE TWO SPACERS WITHIN 2 FT. OF EACH END OF CASING (TYP.) RUBBER END SEAL WITH STAINLESS STEEL BANDS (BOTH ENDS) PSI RANGER II CASING SPACER 1 TRENCH BACKFILL DETAIL NOT TO SCALE RETAIN & PROTECT STOP SIGN RETAIN & PROTECT GAS MAIN RETAIN & PROTECT GAS MAIN RETAIN & PROTECT GAS MAIN PRIVATE WATER LINE FROM ROAD RIGHT OF WAY WEST RETAIN & PROTECT 4 TELEPHONE LINES RETAIN & PROTECT 3 FIBER OPTIC CABLES IN CONUDUIT CONSTRUCT 12" FL CROSS WITH: (WEST) 12"x8" FL REDUCER AND 8" GATE VALVE, (NORTH) 12" GATE VALVE, (SOUTH) 12" BLIND FLANGE FOR FUTURE GATE VALVE, (EAST) 12"x6" REDUCER AND STANDARD FIRE HYDRANT WITH GATE VALVE APPROX. STATE ROW APPROX. STATE ROW ---PAGE BREAK--- GRAPHIC SCALE 0' Scale: 1"=5' 15' 10' 5' DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 THE FOLLOWING DETAILS FROM THE 2017 EDITION OF IDAHO STANDARDS (ISPWC)FOR PUBLIC WORKS CONSTRUCTION ARE INCORPORATED BY REFERENCE: DETAIL STANDARD DRAWING NO. TYPICAL TRENCH SD-301 TYPICAL PIPE BEDDING SD-302 TYPE 1 STREET CUTS AND SURFACE REPAIRS SD-303 UTILITY TRENCH SD-306 THRUST BLOCK & DETAILS SD-403 POTABLE AND NON-POTABLE WATER LINE (NPWL) SEPARATION SD-407 FIRE HYDRANT SEE CITY WEB SITE FOR DETAIL WATER METER & 2" SERVICE LINE SEE CITY WEB SITE FOR DETAIL HAND DIG AND VERIFY 12" CLEARANCE DURING CONSTRUCTION OF WATER MAIN INSIDE OF NATURAL GAS EASEMENT, RAY SCHMITT MUST BE ON HAND, CALL AND COORDINATE EXCAVATION WITH HIM AT [PHONE REDACTED]. HAND DIG WITHIN 2-FEET OF THE GAS LINES HAND DIG AND LOCATE THE NORTH GAS LINE, SET BOTTOM OF WATER MAIN 12" ABOVE TOP OF STEEL CASING. EX. GRADE HAND DIG AND VERIFY 12" CLEARANCE GAS LINE EAESMENT GAS LINE EAESMENT EX. GRADE 1 WATER CONNECTION & GAS CROSSING DETAIL NOT TO SCALE REPLACE EXISTING TEE WITH 14" FL TEE WITH: (NORTH) 14"x12" FL REDUCER AND 12" GATE VALVE, (SOUTH) 14"x12" FL REDUCER AND 12" GATE VALVE, (EAST) 14" FL GATE VALVE, 14" DI FLxPE PIPE SPOOL, AND CONNECT TO EXISTING MAIN LINE WITH 45 MJ BEND SEE BELOW FOR ADDITIONAL DETAILED INFORMATION Scale: 1"=1' GRAPHIC SCALE 3' 2' 1' 0' 14" FL TEE 14"x12" FL REDUCER 12" GATE VALVE 12" GATE VALVE 14"x12" FL REDUCER 14" FL 45°BEND 14" FL GATE VALVE 14" MJ 45°BEND 14" FLxPE SPOOL FIELD VERIFY LENGTH CONENCT TO EXIST. 14" DI PIPE THRUST BLOCK REQUIRED AT ALL TEES AND BENDS CONNECT TO EXIST. 12" DI WATER MAIN STATE ROW 12.5'± EAST OF NORTH SOUTH WATER MAIN CONNECT TO NEW 12" PVC WATER MAIN CONNECT TO EXIST. 12" DI WATER MAIN 1.23' ---PAGE BREAK--- 0+00 1+00 2+00 3+00 6+00 7+00 7+09 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+ 0' 15' 30' 60' 90' Scale: 1"=30' GRAPHIC SCALE N DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 SEE BELOW LEFT FOR CONTINUATION APPROX. STATE RIGHT OF WAY TRAFFIC CONTROL TO BE IN PLACE AT ALL TIMES UNTIL THE WORK HAS BEEN APPROVED BY ITD AND THE CITY. TRAFFIC CONTROL SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD. ROAD WORK AHEAD END ROAD WORK 500' MIN. FIVE CHANNELIZING DEVICES 42' ± ON CENTER BEGIN TAPER 5-FEET OFF EDGE OF ASPHALT END TAPER WITH DEVICE ON ASPHALT BETWEEN EDGE OF ASPHALT AND FOG LINE DO NOT COVER FOG LINE 167' CHANNELIZING DEVICES 90' ON CENTER MAX PLACE BETWEEN THE EDGE OF ASPHALT AND THE FOG LINE SEE ABOVE RIGHT FOR CONTINUATION SEE TC-102 FOR CONTINUATION CHANNELIZING DEVICES 90' ON CENTER MAX PLACE BETWEEN THE EDGE OF ASPAHLT AND THE FOG LINE 13.85' CHANNELIZING DEVICES 90' ON CENTER MAX PLACE BETWEEN THE EDGE OF ASPAHLT AND THE FOG LINE APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY ---PAGE BREAK--- 13+00 13+60 0' 15' 30' 60' 90' Scale: 1"=30' GRAPHIC SCALE N DATE: QA DESIGNED DRAWN SHEET NO: PROJECT NO: (IF NOT SCALE ACCORDINGLY) AT FULL SIZE LINE IS 2 INCHES ATTENTION APPROVED . . . . NO. REVISIONS BY DATE DRW DRW BR BR 20-014 03/08/21 9023 S T A T E O F I D A H O D A V I D R . W A L D R O N R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R 03/08/21 TRAFFIC CONTROL TO BE IN PLACE AT ALL TIMES UNTIL THE WORK HAS BEEN APPROVED BY ITD AND THE CITY. TRAFFIC CONTROL SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE MUTCD. END CHANNELIZING DEVICES 90' ON CENTER MAX PLACE BETWEEN THE EDGE OF ASPHALT AND THE FOG LINE SEE TC-101 FOR CONTINUATION END ROAD WORK 500' MIN ROAD WORK AHEAD POSSIBLE CHANNELIZING DEVICES END CONSTRUCTION APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY APPROX. STATE RIGHT OF WAY