sheet index · sheet index sheet dwg title general notes general potable water system notes legend...
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SHEET INDEX
SHEET DWG TITLE
GENERAL NOTES GENERAL POTABLE WATER SYSTEM NOTES
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ABBREVIATIONS
REFERENCE DRAWINGS
OMWD DRAWINGS
CITY OF ENCINITAS DRAWINGS
AT&T DRAWINGS
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ABAND ABANDONED ABANDONED ACP ASBESTOS CONCRETE PIPE ASBESTOS CONCRETE PIPE AVAR COMBINATION AIR VALVE RELEASE COMBINATION AIR VALVE RELEASE BC BEGIN CURVE BEGIN CURVE BLVD BOULEVARD BOULEVARD BO BLOWOFF BLOWOFF BOT BOTTOM BOTTOM CATV CABLE TV CABLE TV CAV COMBINATION AIR VALVE COMBINATION AIR VALVE CL CENTERLINE CENTERLINE CML&C CEMENT MORTAR LINED AND COATED CEMENT MORTAR LINED AND COATED DIA DIAMETER DIAMETER DLB DOUBLE DOUBLE DR DIMENSION RATIO DIMENSION RATIO DTL DETAIL DETAIL DWG DRAWING DRAWING EC END OF CURVE END OF CURVE ELEC ELECTRICAL ELECTRICAL ELEV, EL ELEVATION ELEVATION EX EXISTING EXISTING FH FIRE HYDRANT FIRE HYDRANT FO FIBER OPTIC FIBER OPTIC FS FINISHED SURFACE FINISHED SURFACE GR GRADE GRADE HGL HYDRAULIC GRADE LINE HYDRAULIC GRADE LINE HORIZ HORIZONTAL HORIZONTAL IE INVERT ELEVATION INVERT ELEVATION MAR MANUAL AIR RELEASE MANUAL AIR RELEASE MIN MINIMUM MINIMUM MH MANHOLE MANHOLE MFR MANUFACTURERMANUFACTURER
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1 G-1 TITLE SHEET G-1 TITLE SHEET TITLE SHEET 2 G-2 GENERAL NOTES, DRAWING LIST, SYMBOL LEGEND AND ABBREVIATIONS G-2 GENERAL NOTES, DRAWING LIST, SYMBOL LEGEND AND ABBREVIATIONS GENERAL NOTES, DRAWING LIST, SYMBOL LEGEND AND ABBREVIATIONS 3 G-3 GENERAL NOTES, SHEET INDEX G-3 GENERAL NOTES, SHEET INDEX GENERAL NOTES, SHEET INDEX 4 C-1 PLAN AND PROFILE STA 10+00 TO 10+95C-1 PLAN AND PROFILE STA 10+00 TO 10+95PLAN AND PROFILE STA 10+00 TO 10+95
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1. APPLICABLE LAWS: APPLICABLE LAWS: : CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE GOVERNMENTAL AND LOCAL LAWS, REGULATIONS, AND ORDINANCES WITH REGARD TO TRAFFIC SAFETY, WORK HOURS, OPERATING HOURS, NOISE AND AIR POLLUTION, AND SANITARY CONDITIONS. 2. DIMENSIONS AND ELEVATIONS: DIMENSIONS AND ELEVATIONS: : LOCATION, DIMENSION, AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK OF THIS CONTRACT SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK OR PROCUREMENT. ALL DISCREPANCIES SHALL BE REPORTED TO THE DISTRICT'S REPRESENTATIVE WITHIN 48 HOURS. 3. SAFETY: SAFETY: : A. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DISTRICT AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THIS WORK, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DISTRICT OR THE ENGINEER. B. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF LOCAL, CITY, STATE, AND FEDERAL REGULATIONS CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF LOCAL, CITY, STATE, AND FEDERAL REGULATIONS CONCERNING CONFINED SPACE ENTRY. 4. JOB-SITE CONDITIONS: JOB-SITE CONDITIONS: : A. UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE WORK AREA UPON COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE WORK AREA SECURE AND FREE OF HAZARDS. THE CONTRACTOR SHALL PROVIDE NECESSARY TEMPORARY SIGNS, WARNING DEVICES, AND BARRICADES. TEMPORARY ACCESS SHALL BE PROVIDED TO ALL ADJACENT ACTIVITIES DURING NON-CONSTRUCTION HOURS. B. THE EXISTING FACILITIES MUST REMAIN IN OPERATION FOR THE DURATION OF THE WORK. THE CONTRACTOR THE EXISTING FACILITIES MUST REMAIN IN OPERATION FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL COORDINATE ALL ON-SITE ACTIVITIES WITH THE DISTRICT'S OPERATIONS STAFF. ACCESS SHALL BE PROVIDED FOR OPERATIONS AND MAINTENANCE PURPOSES. CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 01014 FOR CONSTRUCTION SEQUENCING AND MAINTENANCE OF OPERATION. C. THE CONTRACTOR SHALL PROTECT ALL EXPOSED AREAS OF THE SITE DURING THE CONSTRUCTION PERIOD AGAINST THE CONTRACTOR SHALL PROTECT ALL EXPOSED AREAS OF THE SITE DURING THE CONSTRUCTION PERIOD AGAINST DAMAGE. ANY AND ALL SITE DAMAGE FROM THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR AS DIRECTED BY THE DISTRICT. D. CONTRACTOR SHALL PROVIDE MINIMUM TWO WEEKS NOTICE TO THE OWNERS PROJECT MANAGER FOR ANY TIE-INS OR CONTRACTOR SHALL PROVIDE MINIMUM TWO WEEKS NOTICE TO THE OWNERS PROJECT MANAGER FOR ANY TIE-INS OR SHUT-DOWNS REQUIRED FOR EXECUTION OF WORK. E. CONTRACTOR SHALL NOT BLOCK OR IMPEDE ACCESS. CONTRACTOR SHALL NOT BLOCK OR IMPEDE ACCESS. F. ELEVATIONS SHOWN THROUGHOUT DRAWINGS MATCH RECORD DRAWING INFORMATION. ACTUAL ELEVATIONS AND ELEVATIONS SHOWN THROUGHOUT DRAWINGS MATCH RECORD DRAWING INFORMATION. ACTUAL ELEVATIONS AND DIMENSIONS SHALL BE CONFIRMED AS NECESSARY BY THE CONTRACTOR. 5. AS-BUILT DRAWINGS: AS-BUILT DRAWINGS: A. THE CONTRACTOR SHALL MAINTAIN CURRENT BLACKLINE DRAWINGS DURING CONSTRUCTION NEATLY MARKED IN RED THE CONTRACTOR SHALL MAINTAIN CURRENT BLACKLINE DRAWINGS DURING CONSTRUCTION NEATLY MARKED IN RED INK TO REFLECT THE AS-BUILT CONDITIONS. CONTRACTOR SHALL MAKE UPDATES TO THE AS-BUILT DRAWINGS ON A DAILY BASIS. AS-BUILT DOCUMENTS SHALL BE MAINTAINED ON SITE AT ALL TIMES. B. AS-BUILT DRAWINGS SHALL INCLUDE ANY DEVIATION FROM PLANS INCLUDING PIPELINE LINE AND GRADE AND AS-BUILT DRAWINGS SHALL INCLUDE ANY DEVIATION FROM PLANS INCLUDING PIPELINE LINE AND GRADE AND SUB-GRADE UTILITY LOCATIONS AND SIZE. C. CURRENT AS-BUILT DRAWINGS SHALL BE A CONDITION OF MONTHLY PROGRESS PAYMENT. CONTRACTOR SHALL CURRENT AS-BUILT DRAWINGS SHALL BE A CONDITION OF MONTHLY PROGRESS PAYMENT. CONTRACTOR SHALL REVIEW AS-BUILT DRAWINGS WITH THE DISTRICT PRIOR TO SUBMITTING PROGRESS PAYMENT REQUEST. D. AS-BUILT DRAWINGS SHALL BE SUBMITTED TO THE DISTRICT FOR APPROVAL PRIOR TO RELEASE OF RETENTION.AS-BUILT DRAWINGS SHALL BE SUBMITTED TO THE DISTRICT FOR APPROVAL PRIOR TO RELEASE OF RETENTION.
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G-2
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1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, ONE ELECTRONIC SET) AS REQUIRED BY THE THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, ONE ELECTRONIC SET) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: 800-227-2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15141 OF THE OMWD PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15141 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF ACCEPTANCE FOR CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF TWO (2) YEARS AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS.
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N NORTH NORTH NO NUMBER NUMBER OMWD OLIVENHAIN MUNICIPAL WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT PE PLAIN END PLAIN END POC POINT OF CONNECTION POINT OF CONNECTION PPM PARTS PER MILLION PARTS PER MILLION PROP PROPOSED PROPOSED PRS PRESSURE REDUCING STATION PRESSURE REDUCING STATION PS PUMP STATION PUMP STATION PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD ROAD ROW, R/W RIGHT OF WAY RIGHT OF WAY RW RECYCLED WATER RECYCLED WATER S SLOPE SLOPE SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN STA STATION STATION STL STEEL STEEL TEMP TEMPORARY TEMPORARY TELE TELEPHONE LINE TELEPHONE LINE TOP TOP OF PIPE TOP OF PIPE TS TRAFFIC SIGNAL TRAFFIC SIGNAL TYP TYPICAL TYPICAL UNK UNKNOWN UNKNOWN UT UTILITY UTILITY VERT VERTICAL VERTICAL VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE W WEST WEST WM WATER METERWATER METER
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SEWER MANHOLE
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WATER VALVE
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EXISTING STORM DRAIN
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SD
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EXISTING WATER
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W
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EXISTING GAS DISTRIBUTION MAIN
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EXISTING ELECTRIC
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ELEC
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EXISTING FIBER OPTIC
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FO
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EXISTING OVERHEAD ELECTRIC
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OHE
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EXISTING PIPE LARGER THAN 14"
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EXISTING TELECOMMUNICATIONS LINE
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TEL
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EXISTING BURIED ELECTRIC
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E
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BLOWOFF VALVE
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AIR VALVE AND AIR RELEASE (AVAR)
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CITY OF ENCINITAS TREES
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SD
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STORM DRAIN MANHOLE
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STREET LIGHT
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EXISTING FIRE HYDRANT
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FIRE HYDRANT
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PROPOSED 12" PVC (DR 18) PIPE
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10+00
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B-1
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GEOTECHNICAL BORING
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1966 Olivenhain Road
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HAI
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Municipal Water District
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Encinitas,CA 92024 (760)753-6466
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ORIGINAL SCALE IN INCHES
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SHEET
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LIVE
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0
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REVISIONS
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N
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DRAWN
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DESIGN
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CHECK
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DATE
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H:\PDATA\172598 Zone 386 Expansion\CADD\Water\Dlv\Morning Sun PRS\172598prs-G-2 2/10/2020 8:44 AM 2/10/2020 8:44 AM2/10/2020 8:44 AM
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No. 50111
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DRAWING NUMBER
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DRAWING TITLE
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10542 12179, 12185-12188 12191-12193 14575-14760
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UNIT "A" PIPELINES, RANCHO SANTA FE ROAD UNIT "K" PIPELINE - PHASE 1 MORNING SUN RANCHO SANTA FE ROAD PIPELINE 4 - REPLACEMENT
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DRAWING NUMBER
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DRAWING TITLE
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12 968 1239
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MORNING SUN DRAINAGE IMPROVEMENT PLANS 14TH STREET & RANCHO SANTA FE ROAD MORNING SUN SUBDIVISION
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DRAWING NUMBER
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A-1
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3" HP GAS PER 14757
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8" PVC SEWER PER 14757
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8" PVC SEWER PER 14757
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8" PVC SEWER PER 14575
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16" STL WTR PER 14757
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12" STL WATER (ABND) PER 14757
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12" STL WTR (ABND) PER 14757
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EXIST ELEC & TELE
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EXIST ELEC
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24" STL WTR PER 14757
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30" STL WTR PER 14757
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EXIST ELEC & TELE
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EXST GAS PER 14575
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EXST SEWER PER 12192
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24" ACP WTR PER OMWD 12192
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24" ACP WTR PER OMWD 14757
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24"STL WTR PER 14757
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6
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208.93
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198.87
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203.4
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202.4
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203.1
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204.7
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206.3
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207.4
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207.3
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208.5
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208.6
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209.5
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210.2
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207.3
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208.7
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212.2
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215.3
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211.3
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210.4
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207.6
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DI
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204.5
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207.5
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201.7
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201.8
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HH
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202.7
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203.5
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202.6
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203.4
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203.9
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203.8
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203.7
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204.5
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204.5
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203.5
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206.3
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205.5
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205.2
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206.3
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206.2
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207.2
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206.7
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207.2
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207.1
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208.4
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207.2
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207.7
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208.9
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209.6
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210.7
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211.4
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212.2
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211.6
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215.6
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208.9
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210
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210
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210
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210
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215
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OBSCURED AREA
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OBSCURED AREA
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OBSCURED AREA
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SCALE: 1"=50'
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1966 Olivenhain Road
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HAI
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Municipal Water District
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Encinitas,CA 92024 (760)753-6466
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ORIGINAL SCALE IN INCHES
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SHEET
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H:\PDATA\172598 Zone 386 Expansion\CADD\Water\Dlv\Morning Sun PRS\172598prs-G-3 2/10/2020 8:44 AM 2/10/2020 8:44 AM2/10/2020 8:44 AM
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1. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THE CITY OF CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THE CITY OF ENCINITAS FIRE DEPARTMENT, FIRE PREVENTION AT 760-633-2820 AT LEAST 72 HOURS IN ADVANCE OF ANY STREET CLOSURES OR POTABLE WATERLINE SHUTDOWNS. CONTRACTOR SHALL CONTACT COUNTY OF SAN DIEGO SHERIFF'S DEPARTMENT, ENCINITAS STATION AT 760-966-3500 AT LEAST 72 HOURS IN ADVANCE OF ANY STREET CLOSURES OR DETOURS. 2. CURBS, GUTTERS, CROSS GUTTERS AND SIDEWALKS DAMAGED DURING CONSTRUCTION CURBS, GUTTERS, CROSS GUTTERS AND SIDEWALKS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED FROM JOINT TO JOINT PER SAN DIEGO REGIONAL STANDARDS. TUNNELING BENEATH CONCRETE IMPROVEMENTS WILL NOT BE PERMITTED. SAWCUT AS DIRECTED BY THE ENGINEER IF NO EXISTING JOINT EXISTS. ANY DECORATIVE CONCRETE PAVING OR FLATWORK, IF DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED WITH LIKE KIND INCLUDING COLOR, PATTERN, AND TEXTURE. THE FOLLOWING STANDARDS SHALL APPLY TO THE WORK AND ARE NOT CONSIDERED TO BE ALL-INCLUSIVE OF THOSE PERTINENT TO THE WORK: ITEM DRAWING NO. DRAWING NO. CURB AND GUTTER - COMBINED G-2 G-2 CURB AND GUTTER - ROLLED G-4A G-4A CURBS AND GUTTER - MEDIAN G-6 G-6 SIDEWALK G-7 G-7 SIDEWALK JOINT LOCATIONS G-9 G-9 CONCRETE JOINT DETAILS G-10 G-10 CONCRETE CURB, GUTTER, SIDEWALK AND G-11 G-11 PAVEMENT REMOVAL AND REPLACEMENT CROSS GUTTER G-12 G-12 MID-BLOCK CROSS GUTTER G-13 G-13 CURB RAMP - TYPES A-1 AND B-1 G-28 G-28 (FOR EXISTING SIDEWALK) TRUNCATED DOMES (BLACK) G-30 G-30 3. STOP BAR STRIPING OR PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION SHALL BE STOP BAR STRIPING OR PAVEMENT MARKINGS DAMAGED BY CONSTRUCTION SHALL BE REMOVED IN THEIR ENTIRETY AND REPLACED WITH NEW THERMOPLASTIC STRIPING OR MARKINGS CONFORMING TO SECTION 84 OF THE CALTRANS STANDARD SPECIFICATIONS, 2010 EDITION, TO THE SATISFACTION OF THE CITY OF ENCINITAS. 4. A GEOTECHNICAL INSPECTOR WILL BE ENGAGED BY THE DISTRICT TO OBSERVE AND A GEOTECHNICAL INSPECTOR WILL BE ENGAGED BY THE DISTRICT TO OBSERVE AND TEST THE EXCAVATION AND RECOMPACTION WORK. 5. PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING DESIGN MANUAL - 2009 UTILITY TRENCH BACKFILL AND RESURFACING STANDARD, APPENDIX 2.4 AND THE PROJECT SPECIFICATIONS.
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SCALE: 1"=50'
MO
RN
IN
G S
UN
P
RS
A
BA
ND
ON
ME
NT
24" CML&C STEEL WATER LINE PROFILE
PL
AN
A
ND
P
RO
FIL
E
ST
A 10+
00 T
O 10+
95
RANCHO SANTA FE RD
MORNING SUN DR
RANCHO SANTA FE RD
RANCHO SANTA FE RD
RANCHO SANTA FE RD
200
10+00
11+00
DI TEE CONNECTION STA 10+92.97
1
202
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208
198
196
200
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206
208
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RANCHO SANTA FE RD
MORNING SUN DR
CONNECTION STA 10+00.00
2
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R/W
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12" STL WTR (ABND) PER 14757
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24" STL WTR PER 14757
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EXST SEWER PER 12192
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24" ACP WTR PER OMWD 14757
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24"STL WTR PER 14757
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8" PVC SEWER PER 14575
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12" STL WTR (ABND) PER 14757
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24" STL WTR PER 14757
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30" STL WTR PER 14757
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EXIST ELEC & TELE
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R/W
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R/W
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5
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STA 10+00.00
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IE 200.53
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STA 10+95.20
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IE (200.58)
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-0.57%
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EXISTING GRADE
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HGL = 562'
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EXISTING GAS
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STA 10+92.97
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IE (200.00)
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CONNECT TO EX. TEE
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16%%D STEEL ELBOW
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-0.8% %%P
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1966 Olivenhain Road
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HAI
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Municipal Water District
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Encinitas,CA 92024 (760)753-6466
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SCALE: HORIZ 1"=20' HORIZ 1"=20' VERT 1"=2'
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CONSTRUCTION NOTES
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FIELD VERIFY ALL CONNECTION POINT DEPTHS, SLOPES, AND O.D. PRIOR TO ORDERING MATERIALS. CONNECT TO EXISTING STEEL PIPE WITH BUTT STRAP PER STANDARD SPECIFICATION 15061.
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CONNECT TO EXISTING 24" DI TEE PER DETAIL 1 THIS SHEET.
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FIELD VERIFY ALL CONNECTION POINT DEPTHS, SLOPES, AND O.D. PRIOR TO ORDERING MATERIALS. INSTALL 93'± OF 24" CML&C STEEL PIPE PER OMWDSTANDARD DRAWING E-2.1 AND STANDARD SPECIFICATION 15061. REMOVE EXISTING 24" STEEL, DI, AND AC PIPE AS NEEDED TO INSTALL THE NEW PIPELINE. FILL REMAINING WITH SLURRY AND ABANDON IN PLACE.
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REPLACE EXISTING FIRE HYDRANT ASSEMBLY WITH NEW FIRE HYDRANT PER OMWD STANDARD DRAWING C-1.1, FILL REMAINING FIRE HYDRANT PIPE WITH SLURRY. RESTORE SITE TO MATCH EXISTING CONDITIONS. SALVAGE EXISTING FIRE HYDRANT.
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REPLACE EXISTING FLG X FLG 10" GV WITH NEW PER OMWD STANDARD DRAWING D-2.2. BOND ACROSS THE VALVE PER OMWD STANDARD DRAWING G-6.
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DEMOLISH EXISTING MORNING SUN PRS BY REMOVING AND DISPOSING OF EXISTING UPPER THREE FEET OF VAULT. BREAK OR DRILL VAULT BOTTOM FOR DRAINAGE. FILL VAULT WITH SAND OR 1-SACK SAND/CEMENT SLURRY AND COMPACT PER OMWD SPECIFICATIONS.
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ABANDON EXISTING PIPE IN PLACE.
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3" AVAR ASSEMBLY, ABANDON PIPING IN PLACE. REMOVE AND SALVAGE THE ASSEMBLY. REMOVE PIPING AS NEEDED TO PERFORM THE WORK. REMOVE EQUIPMENT PAD AND SIDEWALK AND RESTORE SIDEWALK TO MATCH EXISTING CONDITIONS.
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REMOVE EXISTING VENT VAULT AND PIPE TO TWO FEET BELOW FINISH GRADE. REMOVE EXISTING DRAINAGE APRON AND REPLACE WITH CONCRETE CURB AND GUTTER TO MATCH EXISTING. PROTECT EXISTING SDG&E METER IN PLACE
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REMOVE AND REPLACE APPROXIMATELY 20' X 20' OF THE CONCRETE APRON AS NEEDED TO COMPLETE THE WORK.
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REMOVE EXISTING 24" STEEL, DI, AND AC PIPE AS NEEDED AND SLURRY FILL THE REMAINING PIPE.
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EXISTING 16" BALL VALVE
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EXISTING 16" CML&C STEEL PIPE
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EXISTING 24" CML&C STEEL PIPE
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6" STEEL FLANGED SIDE OUTLET WITH 12.1" WIDE BY 0.18" THICK COLLAR PLATE.
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EXISTING CONCRETE ANCHOR BLOCK. REMOVE AS APPROPRIATE FOR CONSTRUCTION. SEE AS-BUILT DRAWINGS.
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C-1
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(2226 MORNING SUN CT)
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WATER LINE DATA TABLE
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NO
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BEARING/DELTA
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RADIUS
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LENGTH
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DESCRIPTION
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1
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--
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24"CML&C STEEL, S-0.152" MIN
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POTHOLES INVESTIGATION (SEE NOTE)
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UTILITY
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SIZE
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MATERIAL
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DEPTH TO TOP
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1
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2
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WATER
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24"
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UNK
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3.81'
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#
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SCALE 1"=20'
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(939 MORNING SUN DR)
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(933 MORNING SUN DR)
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(927 MORNING SUN DR)
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(2223 MORNING SUN CT)
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(1085 RANCHO SANTA FE RD)
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(1093 RANCHO SANTA FE RD)
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(2226 MORNING SUN CT)
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(2214 MORNING SUN CT)
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EXISTING 24"
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STEEL PIPE
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EXISTING 24"
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DI TEE, ROTATED DOWN
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EXISTING 3" AVAR,
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ABANDON IN PLACE
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NOT TO SCALE
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-
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20
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10
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20
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40
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60
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SCALE: 1"=20'
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0
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NO
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1
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STATION
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1,966,622.54
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EASTING
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6,258,959.96
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DESCRIPTION
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BEGIN PIPE
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10+00.00
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WATER COORDINATE TABLE
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NORTHING
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2
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1,966,700.05
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6,259,015.23
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END PIPE
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10+95.00
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NOTE: GROUNDWATER ENCOUNTERED APPROXIMATELY 2 TO 3 FEET BELOW FINISHED GRADE. GROUNDWATER REMOVED FROM EXCAVATIONS TO BE DISCHARGED TO THE EXISTING SEWER PER ENCINA WASTEWATER AUTHORITY DISCHARGE PERMIT.
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EX 24" CML&C STL WATER
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EX 24" CML&C STL WATER
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3
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WATER
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WATER
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24"
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24"
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DI (TEE)
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DI (TEE)
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2.20'
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2.83'
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CAUTION!3" GAS STANDBY MAY BE REQUIRED
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24" CLM&C STEEL ELBOW FLG X FLG, 16°39'08"
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NOT TO SCALE
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-
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N35%%D29'24"E
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92.97'
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TRENCH SECTION
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1/4 " THK x 12" LG WRAPPER PL W/1" THK x 2" HIGH ANNULAR RING PL
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CONCRETE ANCHOR BLOCK WITH REINFORCING STEEL
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VALVE BOX INSTALLATION FOR BURIED VALVES
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CML&C STEEL CLOSURE PIECE, FLG X PE
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24" RESILIENT SEAT GATE VALVE FL X FL
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6" @ 12" OC EA FACE
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2 #6 EACH FACE & EACH SIDE OF PIPE
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#4 @ 12" OC EA FACE
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2 #4 @ EACH FACE & EACH SIDE OF PIPE
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CONCRETE ANCHOR BLOCK WITH REINFORCING STEEL
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EXISTING 24"
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DI TEE, ROTATED DOWN
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24" CLM&C STEEL ELBOW FLG X FLG, 16°39'08"
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PLUGGED OUTLET
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EXISTING 24"X16" STEEL REDUCER
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CML&C STEEL CLOSURE PIECE, FLG X PE
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WELDED BUTTSTRAP
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JUMPERS
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JUMPERS
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WELDED BUTTSTRAP
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JUMPERS
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4 WIRE TEST STATION WITH SINGLE ANODE PER STD DWG G-9
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EXISTING 24" STEEL PIPE
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EX 24" CML&C STL WATER
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ACCESS TO BE MAINTAINED TO DRIVEWAY AT ALL TIMES
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WELDED BUTTSTRAP
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INSULATING FLANGE KIT PER STANDARD SPECIFICATION 13110
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WELDED BUTTSTRAP
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FOR PHASING, INSTALL TEMPORARY 24" CLASS 150 BLIND FLANGE DURING TESTING OF NEW PIPE
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FOR PHASING, INSTALL TEMPORARY 24" CLASS 150 SLIP ON WELDED (SOW) FLANGE. WELD TO EXISTING PIPE. REPLACE SOW FLANGE WITH CLASS 150 BLIND FLANGE DURING TESTING OF NEW PIPE
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EXISTING 24" STEEL PIPE