BENDING ELBOW, WEATHER VANE, ROCKING CHAIR DRIVE,
BENDING ELBOW, WEATHER VANE, ROCKING CHAIR DRIVE, WALKINGAND DOUBLE O WATER PIPELINESBORREGO WATER DISTRICTFEBRUARY 2021PROJECTSITEOWNERBORREGO WATER DISTRICT806 PALM CANYON DRIVEBORREGO SPRINGS, CA 92004TEL. 760-767-5806ENGINEERDAVID DALE, PEDISTRICT ENGINEERBORREGO WATER DISTRICTTEL. (760) 767-5806THE WORK SHALL INCLUDE THE PROCUREMENT OF MATERIALS AND THEINSTALLATION OF A NEW 8-INCH DIAMETER WATER MAIN PIPELINE ALONGBENDING ELBOW, WEATHER VANE AND ROCKING CHAIR DRIVE. THEWORK ALSO INCLUDES THE INSTALLATION OF A NEW 6-INCH WATER MAINPIPELINE ALONG WALKING H AND DOUBLE O, THE TIE-IN TO THE EXISTING8 INCH WATER LINES ALONG COUNTRY CLUB ROAD AND THEINSTALLATION OF NEW AND REPLACEMENT OF OLD FIRE HYDRANTS,VALVES AND LATERALS.2324 STIRRUP RDBORREGO SPRINGS, CA 92004PHONE: 760-767-5436BORREGO SPRINGS OFFICE571 PALM CANYON DRIVEBORREGO SPRINGS, CA. 92004PHONE: 760-767-5656AT&TPHONE: 858-422-4133BILL DIBIASE1350 FRONT STREET, SUITE 2050SAN DIEGO, CA 92101PHONE: 619-525-4383EMAIL: William.DiBiase@waterboards.ca.govPHONE: 800-655-4555BORREGO WATER DISTRICT GENERAL NOTES:1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS ASSPECIFIED IN THE MOST CURRENT EDITION OF THE STANDARDS OF THE AMERICAN WATER WORKSASSOCIATION. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON THEJOB SITE AT ALL TIMES.2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS AS REQUIRED BY THE STANDARD SPECIFICATIONS ARETO BE ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH THE DISTRICT INSPECTOR.3. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT WITH SAN DIEGO COUNTY.4. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF THE DISTRICT INSPECTOR. INSPECTOR'SSCHEDULING MUST BE 24-48 HOURS IN ADVANCE OF WORK.5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS36-INCHES MINIMUM BELOW CENTERLINE OF FINISH GRADE OF STREET.6. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTIONLETTER OR TRENCHING PERMIT, IF REQUIRED SHALL BE SUBMITTED TO THE DISTRICT PRIOR TOCONSTRUCTION.7. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, ORPROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, ORUTILITIES WITHIN 10-FEET OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS.PROJECTSITE8. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THESTANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSUREFOR TESTING ALL PIPES, VALVES (CLOSED) AND APPURTENANCES.9. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4-INCHMAXIMUM DEFLECTION PER COUPLING (2-INCH PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BEPERMITTED.10. STANDARDS - STANDARD TO BE USED SHALL MEAN THOSE STANDARDS OF THE AMERICAN WATERWORKS ASSOCIATION LATEST REVISION. SAID STANDARDS ARE AVAILABLE FROM THE BOOKSTORE OF SAIDASSOCIATION, 6666 W. QUINCY AVE. DENVER, CO. 80235, (800) 926-7337.11. MATERIALS OF CONSTRUCTION - ALL WATER PIPE, FITTINGS AND APPURTENANCES CALLED FOR IN THESECONTRACT DOCUMENTS SHALL CONFORM TO THE FOLLOWING STANDARDS, THOSE OTHER STANDARDSTHEREIN REFERENCED AND THESE SPECIAL PROVISIONS.12. PIPE: AWWA C-900 AND C-905. PIPE SHALL BE 235 PSI, DR18. ALL PIPES SHALL HAVE BELL AND SPIGOT,ELASTOMERIC GASKETED JOINTS. PIPE SHALL BE SUPPLIED WITH AN AFFIDAVIT OF COMPLIANCE.13. FITTINGS: AWWA C-153 AND C-104. FITTINGS SHALL BE CEMENT-MORTAR LINED. UNLESS OTHERWISESHOWN OR INDICATED BY THE CONTRACT DRAWINGS, BENDS SHALL BE FURNISHED WITH MECHANICALJOINT ENDS; TEES AND CROSSES SHALL BE FURNISHED WITH FLANGED JOINT ENDS. FLANGE TOMECHANICAL JOINT ADAPTERS SHALL BE FURNISHED TO CONNECT PIPE TO TEES AND CROSSES WHEREVALVES DO NOT OCCUR. GLANDS SHALL BE OF THE SAME MANUFACTURER AS FITTINGS.PROJECTSITEKATHY DICEPRESIDENTLYLE BRECHTVICE PRESIDENTDAVE DUNCANSECRETARY/TRESURERDIANE JOHNSONBOARD MEMBERRAY DELAHAYBOARD MEMBERGEOFF POOLEALAN ASCHEGENERAL MANAGEROPERATIONS MANAGERCONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHGENERALLYACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTIONCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETERESPONSIBILITY FOR JOB SITE DURING THE COURSE OF CONSTRUCTION OFTHE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THISREQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTORFURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGNPROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGNPROFESSIONAL.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES,CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY ASEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGETHERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURESTO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THECONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FORTHE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ONTHESE DRAWINGS.NOTE:ANY REFERENCES TO SPECIFIC MANUFACTURERS OR MODELS ARE FORDESCRIPTIVE PURPOSES ONLY. CONTRACTORS ARE ALLOWED TO PROVIDEAPPROVED EQUAL MATERIALS OR PRODUCTS SUBJECT TO ENGINEER'SAPPROVALCONTRACTOR TO POSSES A VALID CLASS A (GENERAL ENGINEERING)CONTRACTOR'S LICENSE IN THE STATE OF CALIFORNIA FOR ALL WORKSHOWN ON THESE PLANS.14. PIPELINE CONSTRUCTION - ALL WATER PIPE, FITTINGS AND APPURTENANCES CALLED FOR SHALL BEINSTALLED AND TESTED IN ACCORDANCE WITH THE FOLLOWING REFERENCED STANDARDS, THOSE OTHERSTANDARDS THEREIN REFERENCED, THE WRITTEN RECOMMENDATIONS OF THE MANUFACTURER ANDTHESE SPECIAL PROVISIONS.A.INSTALLATION: AWWA C-600 AND C-605. EXCESS EARTH FROM EXCAVATION SHALL BE REMOVED FROMTHE ROADWAY SECTION AND DISPOSED OF. A TRACING WIRE AND APPROPRIATE UTILITY WARNINGIDENTIFICATION TAPE SHALL BE PLACEDIMMEDIATELY ABOVE THE PIPE ZONE BACKFILL. THE TESTPRESSURE FOR THE PIPE STRENGTH AND LEAKAGE SHALL BE NOLESS THAN 150 PSI. IN ALL EASEMENTS,FLEXIBLE HIGH VISIBILITY IDENTIFICATION MARKERS ARE ADDITIONALLY REQUIRED.APPROVED FOR CONSTRUCTION BY:BORREGO WATER DISTRICT (CAPITAL IMPROVEMENTS PROJECTS)BENDING ELBOW, WEATHER VANE AND ROCKING CHAIR DRIVEWATER IMPROVEMENTS PROJECTTITLE SHEET, VICINITY MAP AND GENERAL NOTESSHEET1OF 10JOB NO.SHEET
6406366366323' COVER MIN628EX. GRADE3' COVER MIN628624624620620616616NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 45805805764 003 0015300HORIZONTAL SCALE: 1" 30'VERTICAL SCALE: 1" 12'2 005780 001 009060623ROW3062434 0033 5071623ROW624 50362ROW5ROW3 0032 503132 005'1 501 00ROW9STA 4 50 - MATCHLINE SEE SHEET 4632EX. GRADE310 5062562STA 4 50 - MATCHLINE SEE SHEET 4640ROW770 0047SCALE: 1" 30'330EXISTING FACILITY KEYNOTESDEMOLITION KEYNOTES:CONSTRUCTION KEYNOTES:A.C. PAVEMENT. REMOVE AND DISPOSE OF THE EXISTING A.C. PAVEMENT ANDUNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.1INSTALL NEW 8-INCH DIAMETER AWWA C-900, DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN NATIVE AREAS PER TRENCH DETAIL "WP-02" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.21 SAWCUT OR GRIND OUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE1 EXISTING TREE TO REMAIN.2 EXISTING POWER/TELEPHONE POLE TO REMAIN.2 SAWCUT THE EXISTING ASPHALT DRIVEWAY FOR THE FULL DEPTH OF THE ASPHALT.3 EXISTING A.C. PAVEMENT TO REMAIN.REMOVE AND DISPOSE OF THE EXISTING ASPHALT AND UNDERLYING MATERIAL TOSUBBASE DESIGN GRADE.4 EXISTING SIGN TO REMAIN.35 EXISTING DRIVEWAY TO REMAIN.6 EXISTING FENCE TO REMAIN.7 EXISTING FIRE HYDRANT TO ABANDONED WHEN NEW LINE IS INSERVICE. (PROTECT IN PLACE UNTIL NEW FIRE HYDRANT IS INOPERATION). DISTRICT TO REMOVE.41503060CONSTRUCTION KEYNOTES:11INSTALL NEW 8-INCH DIAMETER AWWA C-900 DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN PAVED AREAS PER TRENCH DETAIL "G-24A AND G-24B" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.INSTALL 1-INCH WATER LATERAL INCLUDING CONNECTION TO 6-INCH WATER MAIN,1-INCH COPPER PIPE TO PROPERTY LINE AND 1-INCH BRONZE ANGLE METER STOP WITHLOCKWING. USE DIRECTION DRILL TO INSTALL PIPE UNDER PAVED AREAS. (WATERMETER, METER BOX, AND SHUT OFF VALVE TO BE PROVIDED AND INSTALLED BY THEDISTRICT). LOCATION TO BE DETERMINED BY THE DISTRICT.12INSTALL NEW 8-INCH X 8-INCH X 8-INCH X 8-INCH DIAMETER FLANGED EPOXY COATEDDUCTILE IRON CROSS WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST ANDANCHOR BLOCK INSTALLATION DETAIL "WT-01" ON SHEET 9.INSTALL NEW 6-INCH DIAMETER AWWA C-900, DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN NATIVE AREAS PER TRENCH DETAIL "WP-02" ON SHEET 13 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.13INSTALL FLANGE x FLANGE 8" x 6" DUCTILE IRON REDUCER FITTING.INSTALL NEW 8-INCH X 8-INCH X 8-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.14INSTALL FLANGE x MJ 6" x 4" DUCTILE IRON REDUCER FITTING.15INSTALL 6-INCH DUCTILE IRON BLIND FLANGE AND PCC THRUST BLOCK.8 EXISTING WATER METER TO REMAIN.NOTE:5INSTALL NEW 6-INCH FIRE HYDRANT ASSEMBLY PER DETAIL "WF-01" ON SHEET 8.169 EXISTING GUY WIRE TO REMAIN.1.ALL EXISTING DRY AND WET UTILITIES ILLUSTRATED ARE APPROXIMATE. ALL UTILITIES CROSSING THEPROPOSED WATER LINE SHALL BE REQUIRED TO BE POT-HOLED. SEE NOTE 2.62.IT WILL BE REQUIRED TO POT-HOLE THE EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OFCONSTRUCTION WITHIN FIVE (5) DAYS FROM THE ISSUANCE OF THE NOTICE TO PROCEED. IT WILL BE REQUIREDTO COORDINATE THE POT-HOLING ACTIVITIES WITH THE UTILITY COMPANIES AND ENGINEER. IT WILL BE VERIFIEDTHAT THE EXISTING UTILITIES ARE LOCATED BELOW OR ABOVE THE PROPOSED NEW 6-INCH WATER PIPELINE.RELOCATION OF THE UTILITIES WILL BE COORDINATED WITH THE UTILITY COMPANY. THERE ARE EXISTINGUNDERGROUND TELEPHONE CABLE, WATER, GAS, ELECTRICAL, COMMUNICATION, AND IRRIGATION UTILITIES. ITWILL BE REQUIRED TO POTHOLE AND EXPOSE THE UTILITIES PRIOR TO THE EXCAVATION OF THE NEW 6-INCHWATER PIPELINE. THE CONSTRUCTION MANAGER/INSPECTOR WILL OBSERVE THE UTILITIES DURING THEPOTHOLE EXCAVATION WORK. THE CONSTRUCTION MANAGER/INSPECTOR SHALL OBTAIN THE ELEVATION OF THEEXPOSED UTILITY AND VERIFY THAT THE UTILITY DOES NOT CONFLICT WITH THE WATER PIPELINE GRADE ASILLUSTRATED ON THE PROFILE DRAWING.INSTALL NEW 6-INCH DIAMETER FLANGED X MJ DUCTILE IRON RESILIENT WEDGE GATEVALVE WITH RESTRAINED JOINT FITTINGS AND VALVE COVER AND RISER. SEE DETAIL"WV-02" ON SHEET 9.INSTALL NEW 6-INCH X 6-INCH X 6-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.17CONNECT NEW 6-INCH PVC PIPE TO EXISTING 2-INCH SERVICE PIPE WITH A 2-INCHSTAINLESS STEEL SADDLE, USE 2-INCH SCH. 40 PVC PIPE AND FITTINGS.10 EXISTING 6-INCH WATER VALVE TO REMAIN.11 EXISTING WATER LINE TO REMAIN.12 EXISTING WATER LINE TO BE CAPPED AND ABANDONED INPLACE BY CONTRACTOR AFTER NEW PIPELINE IS IN SERVICE.13 CAUTION - EXISTING AT&T UNDERGROUND PIPELINE TO REMAIN.14 EXISTING UTILITY BOX TO REMAIN.15 CAUTION - EXISTING OVERHEAD ELECTRICAL LINES.16 EXISTING BUILDING TO REMAIN.3.THE CONSTRUCTION MANAGER/INSPECTOR SHALL AS-BUILT ALL UTILITIES ENCOUNTERED DURING THECONSTRUCTION ACTIVITIES. THE AS-BUILT DRAWING SHALL INCLUDE THE HORIZONTAL STATION, TOP OF UTILITYELEVATION, UTILITY MATERIAL COMPOSITION, UTILITY DIMENSIONS OR DIAMETER AND THE TYPE OF UTILITY.4.THERE IS AN EXISTING EARTHEN BERM WHERE THE NEW PIPELINE WILL BE INSTALLED AT MULTIPLE LOCATIONS.CONTRACTOR TO RECONSTRUCT EARTHEN BERM AFTER THE INSTALLATION OF THE WATER MAIN PIPELINE.17 EXISTING EDGE OF PAVEMENT TO REMAIN.18 EXISTING 2-INCH WATER VALVE TO REMAIN.907INSTALL NEW 8-INCH DIAMETER FLANGED X MJ DUCTILE IRON RESILIENT WEDGE GATEVALVE WITH RESTRAINED JOINT FITTINGS AND VALVE COVER AND RISER. SEE DETAIL"WV-02" ON SHEET 9.188INSTALL 2-INCH BLOW-OFF ASSEMBLY, 6-INCH BLIND FLANGE, THRUST BLOCK. SEEDETAIL ON SHEET 9.INSTALL NEW 6-INCH DIAMETER AWWA C-900 DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN PAVED AREAS PER TRENCH DETAIL "G-24A AND G-24B" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.199INSTALL NEW 4-INCH DIAMETER EPOXY COATED DUCTILE IRON TRANSITION COUPLINGADAPTER WITH STAINLESS STEEL HARDWARE.INSTALL NEW 8-INCH X 8-INCH X 6-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.10INSTALL NEW 4-INCHES OF A.C. PAVEMENT OVER 9-INCHES OF CLASS 2 BASE MATERIAL.COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PERASTM D-1557.20INSTALL FLANGE X MJ 8" X 6" DUCTILE IRONREDUCER FITTING.APPROVED FOR CONSTRUCTION BY:BORREGO WATER DISTRICT (CAPITAL IMPROVEMENTS PROJECTS)BENDING ELBOW, WEATHER VANE AND ROCKING CHAIR DRIVEWATER IMPROVEMENTS PROJECTWATER IMPROVEMENT PLANSROCKING CHAIR DRIVE STA 0 00 TO STA 4 50SHEET2OF 10JOB NO.SHEET
3' MIN. COVEREX. GRADE632632628PIPELINEGRADE BREAK624NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 85885845845805807 00030HORIZONTAL SCALE: 1" 30'VERTICAL SCALE: 1" 12'605765 006167 006 5035'5 005 506 858458458058057657611 009 00636RIGHT150REMOVE AND DISPOSE OF THE EXISTING ASPHALT AND UNDERLYING MATERIAL TOSUBBASE DESIGN GRADE.5 EXISTING DRIVEWAY TO REMAIN.7 EXISTING FIRE HYDRANT TO ABANDONED WHEN NEW LINE IS INSERVICE. (PROTECT IN PLACE UNTIL NEW FIRE HYDRANT IS INOPERATION). DISTRICT TO REMOVE.9 EXISTING GUY WIRE TO REMAIN.10 EXISTING 6-INCH WATER VALVE TO REMAIN.11 EXISTING WATER LINE TO REMAIN.463ROW1210613151018 12039 5010 002 1510 5011 0011117STA 8 74 - MATCHLINE SEE THIS SHEET LEFTROW8609030INSTALL NEW 8-INCH DIAMETER AWWA C-900, DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN NATIVE AREAS PER TRENCH DETAIL "WP-02" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.215030SCALE: 1" 30'6090CONSTRUCTION KEYNOTES:11INSTALL NEW 8-INCH DIAMETER AWWA C-900 DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN PAVED AREAS PER TRENCH DETAIL "G-24A AND G-24B" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.INSTALL 1-INCH WATER LATERAL INCLUDING CONNECTION TO 6-INCH WATER MAIN,1-INCH COPPER PIPE TO PROPERTY LINE AND 1-INCH BRONZE ANGLE METER STOP WITHLOCKWING. USE DIRECTION DRILL TO INSTALL PIPE UNDER PAVED AREAS. (WATERMETER, METER BOX, AND SHUT OFF VALVE TO BE PROVIDED AND INSTALLED BY THEDISTRICT). LOCATION TO BE DETERMINED BY THE DISTRICT.12INSTALL NEW 8-INCH X 8-INCH X 8-INCH X 8-INCH DIAMETER FLANGED EPOXY COATEDDUCTILE IRON CROSS WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST ANDANCHOR BLOCK INSTALLATION DETAIL "WT-01" ON SHEET 9.INSTALL NEW 6-INCH DIAMETER AWWA C-900, DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN NATIVE AREAS PER TRENCH DETAIL "WP-02" ON SHEET 13 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.13INSTALL FLANGE x FLANGE 8" x 6" DUCTILE IRON REDUCER FITTING.INSTALL NEW 8-INCH X 8-INCH X 8-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.14INSTALL FLANGE x MJ 6" x 4" DUCTILE IRON REDUCER FITTING.15INSTALL 6-INCH DUCTILE IRON BLIND FLANGE AND PCC THRUST BLOCK.5INSTALL NEW 6-INCH FIRE HYDRANT ASSEMBLY PER DETAIL "WF-01" ON SHEET 8.161.ALL EXISTING DRY AND WET UTILITIES ILLUSTRATED ARE APPROXIMATE. ALL UTILITIES CROSSING THEPROPOSED WATER LINE SHALL BE REQUIRED TO BE POT-HOLED. SEE NOTE 2.62.IT WILL BE REQUIRED TO POT-HOLE THE EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OFCONSTRUCTION WITHIN FIVE (5) DAYS FROM THE ISSUANCE OF THE NOTICE TO PROCEED. IT WILL BE REQUIREDTO COORDINATE THE POT-HOLING ACTIVITIES WITH THE UTILITY COMPANIES AND ENGINEER. IT WILL BE VERIFIEDTHAT THE EXISTING UTILITIES ARE LOCATED BELOW OR ABOVE THE PROPOSED NEW 6-INCH WATER PIPELINE.RELOCATION OF THE UTILITIES WILL BE COORDINATED WITH THE UTILITY COMPANY. THERE ARE EXISTINGUNDERGROUND TELEPHONE CABLE, WATER, GAS, ELECTRICAL, COMMUNICATION, AND IRRIGATION UTILITIES. ITWILL BE REQUIRED TO POTHOLE AND EXPOSE THE UTILITIES PRIOR TO THE EXCAVATION OF THE NEW 6-INCHWATER PIPELINE. THE CONSTRUCTION MANAGER/INSPECTOR WILL OBSERVE THE UTILITIES DURING THEPOTHOLE EXCAVATION WORK. THE CONSTRUCTION MANAGER/INSPECTOR SHALL OBTAIN THE ELEVATION OF THEEXPOSED UTILITY AND VERIFY THAT THE UTILITY DOES NOT CONFLICT WITH THE WATER PIPELINE GRADE ASILLUSTRATED ON THE PROFILE DRAWING.INSTALL NEW 6-INCH DIAMETER FLANGED X MJ DUCTILE IRON RESILIENT WEDGE GATEVALVE WITH RESTRAINED JOINT FITTINGS AND VALVE COVER AND RISER. SEE DETAIL"WV-02" ON SHEET 9.INSTALL NEW 6-INCH X 6-INCH X 6-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.17CONNECT NEW 6-INCH PVC PIPE TO EXISTING 2-INCH SERVICE PIPE WITH A 2-INCHSTAINLESS STEEL SADDLE, USE 2-INCH SCH. 40 PVC PIPE AND FITTINGS.14 EXISTING UTILITY BOX TO REMAIN.15 CAUTION - EXISTING OVERHEAD ELECTRICAL LINES.18 EXISTING 2-INCH WATER VALVE TO REMAIN.HORIZONTAL SCALE: 1" 30'VERTICAL SCALE: 1" 12'9060NOTE:13 CAUTION - EXISTING AT&T UNDERGROUND PIPELINE TO REMAIN.17 EXISTING EDGE OF PAVEMENT TO REMAIN.300121412 EXISTING WATER LINE TO BE CAPPED AND ABANDONED INPLACE BY CONTRACTOR AFTER NEW PIPELINE IS IN SERVICE.16 EXISTING BUILDING TO REMAIN.3036 EXISTING FENCE TO REMAIN.8 EXISTING WATER METER TO REMAIN.157CONSTRUCTION KEYNOTES:2 SAWCUT THE EXISTING ASPHALT DRIVEWAY FOR THE FULL DEPTH OF THE ASPHALT.4 EXISTING SIGN TO REMAIN.10 00636ETSHE30A.C. PAVEMENT. REMOVE AND DISPOSE OF THE EXISTING A.C. PAVEMENT ANDUNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.3 EXISTING A.C. PAVEMENT TO REMAIN.608SCALE: 1" 30'1 SAWCUT OR GRIND OUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE2 EXISTING POWER/TELEPHONE POLE TO REMAIN.612604636HIS635DEMOLITION KEYNOTES:1 EXISTING TREE TO REMAIN.6164 502EXISTING FACILITY KEYNOTESCAUTION - EXISTING WATER SERVICE LATERAL - TOREMAIN IN SERVICE UNTIL NEW SERVICE LATERALIS INSTALLED. CONTRACTOR TO POTHOLE TODETERMINE EXACT LOCATION.620633TEEESLINTCHMA4 -8 708 5624635STA36343NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 PVC62030ROW8 0062490ROW7 50628PIPELINEGRADE BREAKSTA 11 00 - MATCHLINE SEE SHEET 515632306 00STA 4 50 - MATCHLINE SEE SHEET 38 006286299 0006357663206206366329 06243' MIN. COVER636640EX. GRADE8 50628636STA 9 11 - MATCHLINE SEE THIS SHEET LEFT636STA 4 50 - MATCHLINE SEE SHEET 3EX. GRADEEX. GRADE640STA 11 00 - MATCHLINE SEE SHEET 5640631STA 9 11 - MATCHLINE SEE THIS SHEET RIGHT6403.THE CONSTRUCTION MANAGER/INSPECTOR SHALL AS-BUILT ALL UTILITIES ENCOUNTERED DURING THECONSTRUCTION ACTIVITIES. THE AS-BUILT DRAWING SHALL INCLUDE THE HORIZONTAL STATION, TOP OF UTILITYELEVATION, UTILITY MATERIAL COMPOSITION, UTILITY DIMENSIONS OR DIAMETER AND THE TYPE OF UTILITY.4.THERE IS AN EXISTING EARTHEN BERM WHERE THE NEW PIPELINE WILL BE INSTALLED AT MULTIPLE LOCATIONS.CONTRACTOR TO RECONSTRUCT EARTHEN BERM AFTER THE INSTALLATION OF THE WATER MAIN PIPELINE.7INSTALL NEW 8-INCH DIAMETER FLANGED X MJ DUCTILE IRON RESILIENT WEDGE GATEVALVE WITH RESTRAINED JOINT FITTINGS AND VALVE COVER AND RISER. SEE DETAIL"WV-02" ON SHEET 9.188INSTALL 2-INCH BLOW-OFF ASSEMBLY, 6-INCH BLIND FLANGE, THRUST BLOCK. SEEDETAIL ON SHEET 9.INSTALL NEW 6-INCH DIAMETER AWWA C-900 DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN PAVED AREAS PER TRENCH DETAIL "G-24A AND G-24B" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.199INSTALL NEW 4-INCH DIAMETER EPOXY COATED DUCTILE IRON TRANSITION COUPLINGADAPTER WITH STAINLESS STEEL HARDWARE.INSTALL NEW 8-INCH X 8-INCH X 6-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.10INSTALL NEW 4-INCHES OF A.C. PAVEMENT OVER 9-INCHES OF CLASS 2 BASE MATERIAL.COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PERASTM D-1557.20INSTALL FLANGE X MJ 8" X 6" DUCTILE IRONREDUCER FITTING.APPROVED FOR CONSTRUCTION BY:BORREGO WATER DISTRICT (CAPITAL IMPROVEMENTS PROJECTS)BENDING ELBOW, WEATHER VANE AND ROCKING CHAIR DRIVEWATER IMPROVEMENTS PROJECTWATER IMPROVEMENT PLANSROCKING CHAIR DR. STA 4 50 TO STA 8 74BENDING ELBOW DR. STA 8 74 TO STA 11 00SHEET3OF 10JOB NO.SHEET
640636EX. GRADE632632628EX. GRADE6283' MIN. COVER624624EX. GRADE620NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 PVC6203' MIN. COVER616CAUTION - EXISTING WATER SERVICE LATERAL - TOREMAIN IN SERVICE UNTIL NEW SERVICE LATERALIS INSTALLED. CONTRACTOR TO POTHOLE TODETERMINE EXACT LOCATION.612608616EX. GRADE612NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 PVC608604NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 PVC604600600596CAUTION - EXISTING WATER SERVICE LATERAL - TOREMAIN IN SERVICE UNTIL NEW SERVICE LATERALIS INSTALLED. CONTRACTOR TO POTHOLE TODETERMINE EXACT LOCATION.59659259258858858458458012 00300906014 0015 0016 00629STA 11 00 - MATCHLINE SEE SHEET 412 00113 0012 5033ROW13 5014 00111116231214 5015 0015 503381116 0016 50316217 5018 0018 50315300ROWA.C. PAVEMENT. REMOVE AND DISPOSE OF THE EXISTING A.C. PAVEMENT ANDUNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.2 SAWCUT THE EXISTING ASPHALT DRIVEWAY FOR THE FULL DEPTH OF THE ASPHALT.REMOVE AND DISPOSE OF THE EXISTING ASPHALT AND UNDERLYING MATERIAL TOSUBBASE DESIGN GRADE.INSTALL NEW 8-INCH DIAMETER AWWA C-900, DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN NATIVE AREAS PER TRENCH DETAIL "WP-02" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.2NOTE:1.ALL EXISTING DRY AND WET UTILITIES ILLUSTRATED ARE APPROXIMATE. ALL UTILITIES CROSSING THEPROPOSED WATER LINE SHALL BE REQUIRED TO BE POT-HOLED. SEE NOTE 2.10 EXISTING 6-INCH WATER VALVE TO REMAIN.2.IT WILL BE REQUIRED TO POT-HOLE THE EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OFCONSTRUCTION WITHIN FIVE (5) DAYS FROM THE ISSUANCE OF THE NOTICE TO PROCEED. IT WILL BE REQUIREDTO COORDINATE THE POT-HOLING ACTIVITIES WITH THE UTILITY COMPANIES AND ENGINEER. IT WILL BE VERIFIEDTHAT THE EXISTING UTILITIES ARE LOCATED BELOW OR ABOVE THE PROPOSED NEW 6-INCH WATER PIPELINE.RELOCATION OF THE UTILITIES WILL BE COORDINATED WITH THE UTILITY COMPANY. THERE ARE EXISTINGUNDERGROUND TELEPHONE CABLE, WATER, GAS, ELECTRICAL, COMMUNICATION, AND IRRIGATION UTILITIES. ITWILL BE REQUIRED TO POTHOLE AND EXPOSE THE UTILITIES PRIOR TO THE EXCAVATION OF THE NEW 6-INCHWATER PIPELINE. THE CONSTRUCTION MANAGER/INSPECTOR WILL OBSERVE THE UTILITIES DURING THEPOTHOLE EXCAVATION WORK. THE CONSTRUCTION MANAGER/INSPECTOR SHALL OBTAIN THE ELEVATION OF THEEXPOSED UTILITY AND VERIFY THAT THE UTILITY DOES NOT CONFLICT WITH THE WATER PIPELINE GRADE ASILLUSTRATED ON THE PROFILE DRAWING.11 EXISTING WATER LINE TO REMAIN.12 EXISTING WATER LINE TO BE CAPPED AND ABANDONED INPLACE BY CONTRACTOR AFTER NEW PIPELINE IS IN SERVICE.13 CAUTION - EXISTING AT&T UNDERGROUND PIPELINE TO REMAIN.14 EXISTING UTILITY BOX TO REMAIN.15 CAUTION - EXISTING OVERHEAD ELECTRICAL LINES.16 EXISTING BUILDING TO REMAIN.17 EXISTING EDGE OF PAVEMENT TO REMAIN.18 EXISTING 2-INCH WATER VALVE TO REMAIN.3.THE CONSTRUCTION MANAGER/INSPECTOR SHALL AS-BUILT ALL UTILITIES ENCOUNTERED DURING THECONSTRUCTION ACTIVITIES. THE AS-BUILT DRAWING SHALL INCLUDE THE HORIZONTAL STATION, TOP OF UTILITYELEVATION, UTILITY MATERIAL COMPOSITION, UTILITY DIMENSIONS OR DIAMETER AND THE TYPE OF UTILITY.4.THERE IS AN EXISTING EARTHEN BERM WHERE THE NEW PIPELINE WILL BE INSTALLED AT MULTIPLE LOCATIONS.CONTRACTOR TO RECONSTRUCT EARTHEN BERM AFTER THE INSTALLATION OF THE WATER MAIN PIPELINE.150306090CONSTRUCTION KEYNOTES:11INSTALL NEW 8-INCH DIAMETER AWWA C-900 DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN PAVED AREAS PER TRENCH DETAIL "G-24A AND G-24B" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.INSTALL 1-INCH WATER LATERAL INCLUDING CONNECTION TO 6-INCH WATER MAIN,1-INCH COPPER PIPE TO PROPERTY LINE AND 1-INCH BRONZE ANGLE METER STOP WITHLOCKWING. USE DIRECTION DRILL TO INSTALL PIPE UNDER PAVED AREAS. (WATERMETER, METER BOX, AND SHUT OFF VALVE TO BE PROVIDED AND INSTALLED BY THEDISTRICT). LOCATION TO BE DETERMINED BY THE DISTRICT.12INSTALL NEW 8-INCH X 8-INCH X 8-INCH X 8-INCH DIAMETER FLANGED EPOXY COATEDDUCTILE IRON CROSS WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST ANDANCHOR BLOCK INSTALLATION DETAIL "WT-01" ON SHEET 9.INSTALL NEW 6-INCH DIAMETER AWWA C-900, DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN NATIVE AREAS PER TRENCH DETAIL "WP-02" ON SHEET 13 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.13INSTALL FLANGE x FLANGE 8" x 6" DUCTILE IRON REDUCER FITTING.INSTALL NEW 8-INCH X 8-INCH X 8-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.14INSTALL FLANGE x MJ 6" x 4" DUCTILE IRON REDUCER FITTING.15INSTALL 6-INCH DUCTILE IRON BLIND FLANGE AND PCC THRUST BLOCK.5INSTALL NEW 6-INCH FIRE HYDRANT ASSEMBLY PER DETAIL "WF-01" ON SHEET 8.166INSTALL NEW 6-INCH DIAMETER FLANGED X MJ DUCTILE IRON RESILIENT WEDGE GATEVALVE WITH RESTRAINED JOINT FITTINGS AND VALVE COVER AND RISER. SEE DETAIL"WV-02" ON SHEET 9.INSTALL NEW 6-INCH X 6-INCH X 6-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.17CONNECT NEW 6-INCH PVC PIPE TO EXISTING 2-INCH SERVICE PIPE WITH A 2-INCHSTAINLESS STEEL SADDLE, USE 2-INCH SCH. 40 PVC PIPE AND FITTINGS.46 EXISTING FENCE TO REMAIN.3090139 EXISTING GUY WIRE TO REMAIN.60CONSTRUCTION KEYNOTES:1 SAWCUT OR GRIND OUT THE EXISTING A.C. PAVEMENT FOR THE FULL DEPTH OF THE5 EXISTING DRIVEWAY TO REMAIN.8 EXISTING WATER METER TO REMAIN.36204 EXISTING SIGN TO REMAIN.7 EXISTING FIRE HYDRANT TO ABANDONED WHEN NEW LINE IS INSERVICE. (PROTECT IN PLACE UNTIL NEW FIRE HYDRANT IS INOPERATION). DISTRICT TO REMOVE.31ROWDEMOLITION KEYNOTES:3 EXISTING A.C. PAVEMENT TO REMAIN.20 00118302 EXISTING POWER/TELEPHONE POLE TO REMAIN.19 504'SCALE: 1" 30'1 EXISTING TREE TO REMAIN.19 001111517 0011622ROWEXISTING FACILITY KEYNOTES608ROW12123609610ROWROW24611 50611613628ROW1157620 0019 0061266161766256262763063211 0018 00HORIZONTAL SCALE: 1" 30'VERTICAL SCALE: 1" 12'61963117 00614153013 00STA 20 00 - MATCHLINE SEE SHEET 658011 00576618STA 11 00 - MATCHLINE SEE SHEET 4636STA 20 00 - MATCHLINE SEE SHEET 66407INSTALL NEW 8-INCH DIAMETER FLANGED X MJ DUCTILE IRON RESILIENT WEDGE GATEVALVE WITH RESTRAINED JOINT FITTINGS AND VALVE COVER AND RISER. SEE DETAIL"WV-02" ON SHEET 9.188INSTALL 2-INCH BLOW-OFF ASSEMBLY, 6-INCH BLIND FLANGE, THRUST BLOCK. SEEDETAIL ON SHEET 9.INSTALL NEW 6-INCH DIAMETER AWWA C-900 DR 18 - PRESSURE CLASS 150 PVC WATERPIPELINE IN PAVED AREAS PER TRENCH DETAIL "G-24A AND G-24B" ON SHEET 8 ANDWARNING/IDENTIFICATION TAPE AND TRACER WIRE DETAIL "WP-01" ON SHEET 8.199INSTALL NEW 4-INCH DIAMETER EPOXY COATED DUCTILE IRON TRANSITION COUPLINGADAPTER WITH STAINLESS STEEL HARDWARE.INSTALL NEW 8-INCH X 8-INCH X 6-INCH DIAMETER FLANGED EPOXY COATED DUCTILEIRON TEE WITH P.C.C. THRUST BLOCK. SEE CONCRETE THRUST AND ANCHOR BLOCKINSTALLATION DETAIL "WT-01" ON SHEET 9.10INSTALL NEW 4-INCHES OF A.C. PAVEMENT OVER 9-INCHES OF CLASS 2 BASE MATERIAL.COMPACT THE CLASS 2 BASE MATERIAL TO 95 PERCENT OF MAXIMUM DENSITY PERASTM D-1557.20INSTALL FLANGE X MJ 8" X 6" DUCTILE IRONREDUCER FITTING.APPROVED FOR CONSTRUCTION BY:BORREGO WATER DISTRICT (CAPITAL IMPROVEMENTS PROJECTS)BENDING ELBOW, WEATHER VANE AND ROCKING CHAIR DRIVEWATER IMPROVEMENTS PROJECTWATER IMPROVEMENT PLANSBENDING ELBOW DRIVE STA 11 00 TO STA 20 00SHEET4OF 10JOB NO.SHEET
640636636632632628628624624620620616616612612EX. GRADE6086086043' MIN. COVEREX. GRADE6043' MIN. COVER600600596596CAUTION - EXISTING WATER SERVICE LATERAL - TOREMAIN IN SERVICE UNTIL NEW SERVICE LATERALIS INSTALLED. CONTRACTOR TO POTHOLE TODETERMINE EXACT LOCATION.592588NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 PVCCAUTION - EXISTING WATER SERVICE LATERAL - TOREMAIN IN SERVICE UNTIL NEW SERVICE LATERALIS INSTALLED. CONTRACTOR TO POTHOLE TODETERMINE EXACT LOCATION.584592NEW 8" DIAM. AWWA C-900 DR 18,CLASS 150 PVC58858458058057620 0021 0022 0023 001530STA 20 00 - MATCHLINE SEE SHEET 5ROW030HORIZONTAL SCALE: 1" 30'VERTICAL SCALE: 1" 12'24 00OHEW603602181220 501130601321 ROW50ROW23 5011W85DEMOLITION KEYNOTES:A.C. PAVEMENT. REMOVE AND DISPOSE OF THE EXISTING A.C. PAVEMENT ANDUNDERLYING MATERIAL TO SUBBASE DESIGN GRADE.2 SAWCUT THE EXISTING ASPHALT DRIVEWAY FOR THE FULL DEPTH OF THE ASPHALT.REMOVE AND DISPOSE OF THE EXISTING ASPHALT AND UNDERLYING MATERIAL TOSUBBASE DESIGN GRADE.4 EXISTING SIGN TO REMAIN.5 EXISTING DRIVEWAY TO REMAIN.NOTE:1.ALL EXISTING DRY AND WET UTILITIES ILLUSTRATED ARE APPROXIMATE. ALL UTILITIES CROSSING THEPROPOSED WATER LINE SHALL BE REQUIRED TO BE POT-HOLED. SEE NOTE 2.2.IT WILL BE REQUIRED TO POT-HOLE THE EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OFCONSTRUCTION WITHIN FIVE (5) DAYS FROM THE ISSUANCE OF THE NOTICE TO PROCEED. IT WILL BE REQUIREDTO COORDINATE THE POT-HOLING ACTIVITIES WITH THE UTILITY COMPANIES AND ENGINEER. IT WILL BE VERIFIEDTHAT THE EXISTING UTILITIES ARE LOCATED BELOW OR ABOVE THE PROPOSED NEW 6-INCH WATER PIPELINE.RELOCATION OF THE UTILITIES WILL BE COORDINATED WITH THE UTILITY COMPANY. THERE ARE EXISTINGUNDERGROUND TELEPHONE CABLE, WATER, GAS, ELECTRICAL, COMMUNICATION, AND IRRIGATION UTILITIES. ITWILL BE REQUIRED TO POTHOLE AND EXPOSE THE UTILITIES PRIOR TO THE EXCAVATION OF THE NEW 6-INCHWATER PIPELINE. THE CONSTRUCTION MANAGER/INSPECTOR WILL OBSERVE THE UTILITIES DURING THEPOTHOLE EXCAVATION WORK. THE CONSTRUCTION MANAGER/INSPECTOR SHALL OBTAIN THE ELEVATION OF THE
water improvement plans - rocking cha對ir dr. sta 4 50 to 8 74 water improvement plans - rocking chair dr. sta 4 50 to 8 74 bending elbow dr. sta 8 74 to 11 00 4. wa\ൔer improvement plans - bending elbow dr. sta 11 00 to 20 00 water improvement plans - bending elbow dr. sta 11 00 to 20 00 5. w對at
An Essential Guide to BS EN 1176 and BS EN 1177 Product information 18 Ramps 10 Rigid circular openings 10 Rocking items 15 Rocking: definitions 15 Rocking: falling space 15 Rocking: safety requirements 15 Rocking: surfacing requirements 15 Rocking: types 15 Ropes and chains 7 Rotating items 14 Rotating: definitions 14 Rotating: free space 14
pipe bending springs no. 2450 pipe bending pliers no. 241-242 manual pipe bender - draw bending operation manual bending tool sets no. 243 manual bending tool sets no. 244 manual bending tool sets no. 278 manual bending tool sets no. 240 universal manual pipe bender no. 276 manual pipe bender - pushing bending operation no. 2454-2456 pipe .
Pipe Bending Systems Useful information How do I find the right bending tool Pipe bending pliers no. 242 Manual pipe bender - Draw bending operation Manual bending tool sets no. 243 Manual bending tool sets no. 244 Manual bending tool sets no. 278 Universal manual pipe bender no. 276 Manual pipe bender - Pushing bending operation no. 2456
There are several types of tube bending method adapted to manufacturers' purpose. In fact, press bending or rotary draw bending method is commonly used to form bend of pipe or tube. B. 3 Roll bending method Press bending is simplest and cheapest method of bending cold tube and pipe. This method is almost the first bending
Singapore 5th Grade Math Worksheet: 17 Ratios Name:_ Date:_ Problem 1 Stanley built some rocking horses and rocking rhinos last month. The ratio of the rocking horses to the rocking rhinos was 5 :
Rocking Horse 2 2.0 ILLUSTRATION OF YOUR ROCKING HORSE A. Seat cushion B. Reclinable back C. Lapstrap and buckle D. Removable grab rail E. Rear rocking foot bar F. Slotted foot plate 2.1 PRODUCT CODES REFERENCE TABLE Size BLUE Colour Range RED LAVENDER GREEN YELLOW PIVIONE PINK 1 43311 43321 43331 43341 43351 43361 43371 2
Weather instruments are used to measure and record the weather. Weather instruments can be found in weather stations on land. The Met Office has hundreds of weather stations all over the UK. Weather instruments are also found at sea. They are found on some ships, but mainly on weather buoys designed to monitor weather and sea conditions.
thirteenth hour, for in Astrology, we begin to account both the days and hours from noon. The numbers before mentioned being added together make 14:55. This number you must find out under the Title of time from noon, or the nearest unto it being 14:54:04 [Figure 10], which wanteth but one minute from which sum, or place, you must move forward in the same time, and under every column belonging .
