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HomeMy WebLinkAboutW_5322_SDEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 C-4134 PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 GENERAL NOTES BONITA CREEK PARK RECYCLED WATER RETROFIT SHEET INDEX LOCATION MAP P-5175-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 VICINITY MAP F W O C ALI TY CI O F N E N I AR A H C RTOP B E 1 BONITA CREEK PARK TITLE SHEET, GENERAL NOTES AND VICINITY MAP CITY OF COSTA MESA JOHN WAYNE .>. AIRPORT ~ CJ PROJECT LOCATION NOT TO SCALE PROJECT CONTACTS AGENCY CITY OF NEWPORT BEACH (PROJECT MANAGER) CITY OF NEWPORT BEACH (BONITA CREEK PARK) CITY OF NEWPORT BEACH (PARK MAINTENANCE) CITY OF NEWPORT BEACH CROSS CONNECTION CITY OF NEWPORT BEACH (UTILITIES) UNDERGROUND SERVICE ALERT ORANGE COUNTY WATER DISTRICT ORANGE COUNTY HEALTH CARE AGENCY STATE OF CALIFORNIA -DEPARTMENT OF PUBLIC HEALTH 1 ' CONTACT PERSON IRIS LEE RANDY KEARNS CASEY PARKS CHARLES STEINBERGS MARTY FRIEBERT OLIVER PACIFICO BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: ELEVATION: 31.5 FEET PHONE NUMBER (949) 644-3323 (949) 644-3163 (949) 644-3082 (949) 718-3428 (949} 644-3011 (DAY) (800} 422-4133 (714) 378-3229 (714) 433-6286 (714} 558-4997 THE VERTICAL CONTROL FOR THIS PROJECT IS BASED ON THE NORTH WEST CORNER OF THE DOMESTIC WATER METER VAULT LOCATED ON LA VITA STREIET. PUBLIC WORKS DEPARTMENT APPROVED: __________________ _ DATE: _____ _ APPROVED: __________________ _ DATE: _____ _ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CITY OF NEWPORT BEACH CITY OF IRVINE BONITA CREEK PARK NOT TO SCALE TETRA TECH, INC. APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 16241 Laguna Canyon Road. Suite 200 Irvine, California 92618 (949) 727-7099 (949) 727-709 FAX lHOMAS L EPPER R.C.E C36399 TElRA TECH, INC MARK HARMON GEORGE MURDOCH GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR DATE: _______ DATE: ______ _ APPROVAL RECOMMENDED: LAURA DETWEILER RECREATION AND SENIOR SERVICES DIRECTOR DATE: ______ _ 1. THE CONSTRUCTION OF THE WATER AND RECYCLED WATER IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISION, DESIGN CR[ERIA STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" LATEST CITY ADOPTED EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS AND UTILITY CROSSINGS PRIOR TO BEGINNING ACTUAL CONSTRUCTION. 4. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THE WORK SHALL BE MADE BY THE CONTRACTOR, WHO SHALL COMPARE IT WITH THE PLANS AND SATISFY HIMSELF TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND CONFLICTS OR OMISSIONS, ETC. SHALL BE REPORTED TO THE CITY BEFORE PROCEEDING WITH ANY WORK. 5. PERMISSION TO SHUT OFF IRRIGATION WATER AND DOMESTIC WATER TO BUILDING SHALL BE APPROVED BY THE CITY'S ENGINEER PRIOR TO SHUT-OFF. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE CONTRACTOR SHALL REQUEST IRRIGATION INSPECTION FROM THE PARKS DIVISION OF GENERAL SERVICES 48 HOURS IN ADVANCE OF INSPECTION AT (949) 644-3082, RANDY KEARNS, PARK SUPERVISOR. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7. ABOVE FROM CAL-OSHA. 9. THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWING STD-510-L-A. 1 O. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 11. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 12. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 13. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 14. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY. PARK SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AND PARKING LOTS AFFECTED BY HIS CONSTRUCTION. 15. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 16. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE REGIONAL WATER QUALITY CONTROL BOARD. 17. ALL EXISTING IRRIGATION SYSTEMS AT BONITA CREEK PARK SHALL REMAIN OPERATIONAL DAMAGE TO ANY EXISTING IRRIGATION SYSTEM AT BONITA CREEK PARK CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 18. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO HARDSCAPE, LANDSCAPING AND SIGNS AT BONITA CREEK PARK. 19. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 20. ALL NEW RECYCLED AND POTABLE WATER PIPING AND APPURTENANCES SHALL BE INSTALLED WITH SECTION 15151 IDENTIFICATION TAPES, WARNING TAGS/LABELS AND/OR PAINTED AS SPECIFIED IN PROJECT SPECIFICATIONS. 21. ALL PIPING SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L EXCEPT AS MODIFIED BY THESE PLANS AND THE PROJECT SPECIFICATIONS. 22. ALL DUCTILE IRON PIPING AND FITTINGS BURIED UNDERGROUND SHALL BE PROTECTED FROM CORROSION WITH A MINIMUM EIGHT (8) MIL THICK POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH ANSI A21.5 AND AWWA C105. 23. ALL EXPOSED PIPING, VALVES AND APPURTENANCES WHICH ARE ABOVE GROUND OR IN VAULTS SHALL BE PAINTED PER PROJECT SPECIFICATIONS. 24. TEST ALL NEW MAINS AT A STATIC PRESSURE OF 200 PSI. 1 TITLE SHEET, GENERAL NOTES AND VICINITY MAP 2 RETROFIT NOTES AND LEGEND 3 SITE PLAN 4 SERVICE IMPROVEMENTS & DETAILS 5 DETAILS 6 DETAILS 7 IRRIGATION PLAN, LEGEND AND DETAILS REVIEWED: MICHAEL SINICORI, RCE 46214 ASSISTANT aTY ENGINEER DESIGNED: ORA Mol: SHD SHD CHECKED: DATE: MWB OCT 2009 SHEET OF 0 L 0) C 0 Ll 0 u C L 0) E Q m N .. ~ ~ .::::: (X) " ~ 0 0 " "O 0 _J f--- f---5 ~ 0 u [I] / "O D 0 u / N 0 0 OJ 0 I O'.l r---n (}; 0 I sc n / CJJ r---n m 0 / 0. DISCLAIMER P-5175-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 2 BONITA CREEK PARK RETROFIT NOTES AND LEGEND RECYCLED WATER GENERAL NOTES FOR CITY OF NEWPORT BEACH PARK MAINTENANCE STAFF 1. CllY OF NEWPORT BEACH'S PARK MAINTENANCE STAFF SHALL COMPLY WITH THE "RECYCLED WATER USER AGREEMENT" WITH ORANGE COUNTY WATER DISTRICT (OCWD) WHICH INCORPORATES CllY OF NEWPORT BEACH'S (CNB) RULES AND REGULATIONS FOR RECLAIMED WATER SERVICE. 2. IT SHALL BE THE RESPONSIBILllY OF CNB PARK MAINTENANCE STAFF TO ENSURE THAT ALL OPERATIONS PERSONNEL ARE TRAINED IN AND FAMILIARIZED WITH THE USE OF RECYCLED WATER, AND ARE FAMILIAR WITH CNB'S RULES AND REGULATIONS FOR RECLAIMED WATER SERVICE. A COPY OF THESE RULES AND REGULATIONS SHALL BE KEPT ON SITE AT ALL TIMES. 3. THE OPERATION AND SURVEILLANCE OF THE ONSITE RECYCLED WATER SYSTEM SHALL BE UNDER THE MANAGEMENT OF THE ONSITE SUPERVISOR DESIGNATED BY CNB. 4. RECYCLED WATER SERVICE AREA SHALL BE RESTRICTED TO THOSE AREAS EXPLICITLY APPROVED BY CNB AND THE COUNTY HEALTH DEPARTMENT. 5. ALL RECYCLED WATER IRRIGATION SPRINKLER HEADS SHALL BE ADJUSTED BY CNB PARK MAINTENANCE STAFF TO ELIMINATE OVERSPRAY ONTO NON-LANDSCAPED AREAS INCLUDING BUT NOT LIMITED TO BUILDINGS, SIDEWALKS, PARKING LOTS, ASPHALT AREAS, AND ROADS. 6. CONDITIONS THAT DIRECTLY OR INDIRECTLY CAUSE A RUN-OFF OF RECLAIMED WATER OUTSIDE THE APPROVED RECYCLED WATER USE AREA, OR CAUSE PONDING OF RECYCLED WATER OR PERMIT WINDBLOWN SPRAY TO PASS OUTSIDE OF THE APPROVED USE AREA. WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, SHALL BE ELIMINATED OR CONTIROLLED TO THE GREATEST EXTENT POSSIBLE WITH THE USE OF THE BEST PRACTICABLE TECHNOLOGY AND METHODOLOGY. 7. CROSS-CONNECTIONS BETWEEN THE RECYCLED WATER SYSTEM AND THE POTABLE WATER SYSTEM ARE STRICTLY PROHIBITED. 8. HOSE BIBS ON THE RECYCLED WATER SYSTEM ARE STRICTLY PROHIBITED. 9. THE OPERATION OF THE RECYCLED WATER SYSTEM SHALL BE DURING PERIODS OF MINIMAL USE OF THE RECLAIMED WATER SERVICE AREA BY THE GENERAL PUBLIC. 10. CNB PARK MAINTENANCE STAFF MUST OBTAIN PRIOR APPROVAL FROM CNB CROSS CONNECTION INSPECTOR FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE FACILITIES INCLUDING MODIFYING THE RECYCLED WATER SERVICE AREA. 11. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECYCLED WATER. 12. 13. 14. 15. 16. 17. IDENTIFICATIO~ BY MEANS OF PURPLE COLOR CODING, STENCILING AND WARNING TAPi.§,_ WILL BE REQUIRED FOR ALL NEW OR EXPOSED RECYCLED WA1t.K PIPING, VALVES AND OTHER APPURTENANCES Wf~/~?tl9,~s1~1~LEAJ4Es RWau~~~B ~g~o:LE0J~Gof~~~~~% ii~ABLE WATER PIPING, vALVES AND OTHER APPURTENANCES A MINIMUM OF 4-FOOT OUT-TO-OUT HORIZONTAL SEPARATION BETWEEN RECYCLED WATER MAINS AND POTABLE WATER MAINS MUST BE MAINTAINED AT ALL TIMES. CONSTANT PRESSURE RECYCLED WATER LINES CROSS AT LEAST 12 INCHES BELOW POTABLE WATER LINES AND MAINTAIN A MINIMUM 12 INCH CROSSING SEPARATION BETWEEN OTHER UTILITIES. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN 12 INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND A MINIMUM OF 4 FEET FROM EACH SIDE OF THE CENTERLINE OF THE POTABLE WATER LINE, FOR A TOTAL OF 1 0 FEET. A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CllYA AND THE LOCAL HEALTH DEPARTMENT SHALL BE CONDUCTED PRIOR TO NY USE OF RECYCLED WATER. • 0 '!:1 D SYMBOL LEGEND POWER POLE MANHOLE FIRE HYDRANT METER BOX EXISTING VALVE POWER POLE ANCHOR MONUMENT -OW-EXISTING POTABLE WATER MAIN -_ .... _ - -EXISTING NON-PRESSURE LATERAL LINE WITH SPRINKLERS - ----PROPERTY LINE ---It.---CENTERLINE ----S----SEWER LINE ------W-WATER LINE ---G-- -GAS LINE I -1-X-X-X-FENCE -E--POWER LINE , . . e 0 I' I 00 I BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILIDING STREET LIGHT FIELID LIGHTS PROPOSED SIGN -TEL -TELEPHONE LINE -TV--CABLEVISION LINE --3,:_ EXISTING PRESSURE IRRIGATION MAIN ---0-- @ _,, DF) [II ~ 6 EXISTING ELECTRIC CONTROL VALVE EXISTING QUICK COUPLING VALVE PROPOSED DRINKING FOUNTAIN EXISTING DRINKING FOUNTAIN PROPOSED REDUCED PRESSURE BACK FLOW PREVENTER ASSEMBLY PROPOSED METER PROPOSED QUICK COUPLER RETROFIT REQUIREMENTS FOR CONTRACTOR 1. PRIOR TO CONNECTION OF THE ONSITE IRRIGATION SYSTEM TO THE RECYCLED WATER SERVICE CONNECTION, A CROSS-CONNECTION TEST AND OPERATIONAL TEST SHALL BE PERFORMED. THE CROSS-CONNECTION CONTROL TEST SHALL BE CONDUCTED BY CNB, ORANGE COUNTY WATER DISTRICT, THE ORANGE COUNTY HEALTH CARE AGENCY, AND STATE OF CALIFORNIA DEPARTMENT OF PUBLIC HEALTH AND SHALL CONSIST OF SHUTTING DOWN THE ONSITE POTABLE AND RECYCLED WATER SYSTEMS TO CONFIRM THE PHYSICAL SEPARATION OF THE RECLYCLED WATER SYSTEM FROM THE POTABLE WATER SYSTEM. THE EXACT TESTING PROCEDURES WILL BE DEVELOPED BY THE ORANGE COUNTY HEALTH CARE AGENCY IN CONJUNCTION WITH CNB. THE OPERATIONAL TEST SHALL CONSIST OF A COVERAGE TEST OF THE ONSITE RECYCLED WATER IRRIGATION SYSTEM TO ENSURE THAT THE OVERSPRAY AND RUNOFF IS CONTROLLED. 2. THE PARK MAINTENANCE OR CNB UTILITIES PERSONNEL SHALL PERFORM ANY MODIFICATIONS WHICH MAY BE NECESSARY TO ELIMINATE CROSS-CONNECTIONS UNLESS THE CONTRACTOR IS INSTRUCTED TO PERFORM THE WORK AS A CHANGE ORDER. 3. WITHIN BONITA CREEK PARK, A MINIMUM OF FIVE (5) SIGNS SHALL BE INSTALLED IDENTIFYING THE USAGE OF RECYCLED WATER ON SITE (SEE SITE PLAN FOR APPROXIMATE LOCATION) THE EXACT LOCATION SHALL BE APPROVED BY THE LOCAL HEALTH AGENCY. SEE PROJECT SPECIFICATIONS. 4. THE NEW AND EXISTING DRINKING FOUNTAINS WILL NEED TO BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION. SOME HAVE BEEN LOCATED TO MEET THIS REQUIREMENT, OTHERS WILL NEED TO BE CONSTRUCTED WITH A PROTECTIVE STRUCTURE AS SHOWN ON THESE CONSTRUCTION PLANS. 5. ALL HOSE BIBS ON THE POTABLE WATER SYSTEM WITHIN THE PARK BUILDINGS SHALL BE INSTALLED WITH A POTABLE WATER WARNING TAG AND SHALL HAVE ATMOSPHERIC VACUUM BREAKERS INSTALLED. 6. QUICK COUPLERS ON THE POTABLE WATER SYSTEM SHALL BE OF THE SAME TYPE AND MANUFACTURER AND SHALL NOT BE INTERCHANGEABLE WITH QUICK COUPLERS ON THE RECLAIMED WATER SYSTEM. THE QUICK COUPLERS WILL NEED TO HAVE IDENTIFICATION TAGS AND THE COVERS LABELED. 7. QUICK COUPLERS ON THE RECYCLED WATER SYSTEM SHALL BE OF THE SAME TYPE AND MANUFACTURER AND SHALL NOT BE INTERCHANGEABLE WITH QUICK COUPLERS ON THE POTABLE WATER SYSTEM. THE QUICK COUPLERS WILL NEED TO HAVE RECYCLED WATER TYPE LID (PURPLE) OR BE PLACED INSIDE A QUICK COUPLER BOX AND ATTACH A PURPLE RECLAIMED WATER WARNING TAG. 8. A 4-F0OT HORIZONTAL SEPARATION OF THE POTABLE WATER PIPELINE AND IRRIGATION/RECYCLED WATER MAINS SHALL BE MAINTAINED AT ALL TIMES. COMMON TRENCH CONSTRUCTION SHALL NOT BE PERMITTED. 9. VERTICAL SEPARATION OF NEW SYSTEMS SHALL BE LOCATED FROM THE GROUND SURFACE IN ORDER OF DESCENDING QUALITY. POTABLE WATER SHALL BE ABOVE RECYCLED WATER. MINIMUM VERTICAL SEPARATION SHALL BE ONE FOOT BETWEEN TOP AND BOTTOM SURFACES OF PIPES. EXCEPTIONS TO THIS GENERAL RULE ARE AS FOLLOWS: A. ON IRRIGATION SYSTEMS WHERE INTERMITTENTLY PRESSURIZED RECYCLED WATER LINES (LATERALS) SERVE SPRINKLER HEADS, THE POTABLE WATER LINE MAY BE PLACED UNDER THE RECYCLED WATER LATERAL. NO SPECIAL CONSTRUCTION REQUIREMENTS ARE NECESSARY PROVIDED THAT ONE FOOT VERTICAL SEPARATION IS MAINTAINED. B. ON SITES USING PRESSURIZED IRRIGATION LATERALS WITH VALVE-IN-HEAD SPRINKLERS, THE POTABLE WATER LINE MAY BE PLACED UNDER THE RECYCLED WATER LATERALS IF ADDITIONAL PROTECTION IS PROVIDED FOR THE POTABLE WATER LINE. COMMON PRACTICES INCLUDE SLEEVING THE POTABLE WATER LINE WITH PVC PIPE A MINIMUM OF FOUR (4) FEET EACH SIDE OF THE CROSSING. C. IF THE NEW POTABLE WATER LINE MUST BE INSTALLED BELOW AN EXISTING CONSTANT PRESSURE IRRIGATION/RECYCLED WATER LINE, THEN THE NEW POTABLE WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE OF THE CENTERLINE OF THE IRRIGATION/RECYCLED WATER LINE, FOR A TOTAL OF 10 FEET. THE SLEEVE SHALL BE IDENTIFIED AS POTABLE WATER (BLUE WARNING TAPE). D. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN 12 INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND A MINIMUM OF 4 FEET FROM EACH SIDE OF THE CENTERLINE OF THE POTABLE WATER LINE, FOR A TOTAL OF 10 FEET. THE SLEEVE SHALL BE IDENTIFIED AS RECLAIMED WATER (EITHER PURPLE PVC OR PURPLE WARNING TAPE). 10. CARE SHALL BE EXHIBITED TO LIMIT OPERATIONAL SHUT DOWN OF THE EXISTING IRRIGATION AND SWITCH-OVER PROCEDURES IN ORDER TO PREVENT EXISTING PLANT MATERIAL FROM DYING. ANY PLANT MATERIAL LOST AS A RESULT OF DISRUPTION OF THE IRRIGATION SYSTEM DUE TO CONSTRUCTION/SWITCH-OVER ACTIVITIES SHALL BE REPLACED IN KIND AND SIZE. TURF SHALL BE REPLACED BY SOD. ABBREVIATIONS ABD AC {.B. CLR. CNB. CONT. CSG D.I. D.I.P. D.W. ELEV. EXIST. FG FH FL G.B. INV IRR MIN. MJ M.W.D. o.c. O.C.W.D. O.D. P.C.C. PE PO PROP. PVC PW RPPD RW s SD ss STA. ABANDONED ASPHALT CONCRETE CATCH BASIN CENTERLINE CLEARANCE CITY OF NEWPORT BEACH CONTINUOUS CASING DUCTILE IRON DUCTILE IRON PIPE DOMESTIC WATER ELEVATION EXISTING FINISHED GRADE FIRE HYDRANT FLANGED GRADE BREAK INVERT ELEVATION IRRIGATION MINIMUM MECHANICAL JOINT METROPOLIITAN WATER DISTRICT ON CENTER ORANGE COUNTY WATER DISTRICT OUTSIDE DIAMETER PORTLAND CEMENT CONCRETE PLAIN END PUSH ON PROPOSED POLYVINYL CHLORIDE POTABLE WATER REDUCED PRESSURE PRINCIPAL DEVICE RECYCLED WATER SEWER IDENTIFICATION OF ONSITE FACILITIES (TO BE DONE BY CONTRACTOR)RECYCLED WATER ONSITE IDENTIFICATION REQUIREMENTS GENERAL (TO BE DONE BY CONTRACTOR) THE PARKS ONCE RETROFITTED, WILL CONTAIN MULTIPLE WATER SYSTEMS WITHIN THE SITE (I.E.: RECYCLED WATER FOR IRRIGATION, AND POTABLE WATER FOR DOMESTIC PURPOSES). THESE FACILITIES WILL NEED TO BE IDENTIFIED IN ORDER TO CLEARLY DISTINGUISH ONE FROM ANOTHER. THEREFORE, THE FOLLOWING WILL BE REQUIRED: 1. THE EXPOSED PORTION OF RECYCLED WATER PIPELINES, VALVES, AND OTHER APPURTENANCES SHALL BE PAINTED PURPLE, AND INSTALLED WITH WARNING TAG TO DISTINGUISH CLEARLY THAT IT IS A RECYCLED WATER FACILllY. 2. ALL NEW UNEXPOSED RECYCLED WATER PIPES SHALL BE IDENTIFIED AS WELL, PVC PIPE SHALL BE PURPLE AND METALLIC PIPE SHALL BE INSTALLED WITH WARNING TAPE. 3. ALL RECYCLED WATER OUTLETS SHALL BE POSTED WITH BILINGUAL PRECAUTIONARY WARNING TAGS OR LABELS WITH THE WORDING "WARNING: RECYCLED WATER - DO NOT DRINK", AND "AVISO AGUA IMPURA -NO TOMAR". 4. MAIN SHUT-OFF VALVES SHALL BE CLEARLY IDENTIFIED TO DISTINGUISH BETWEEN RECYCLED WATER AND POTABLE WATER SYSTEMS. 5. THE EXPOSED PORTION OF POTABLE WATER PIPELINES, VALVES, AND OTHER APPURTENANCES SHALL BE PAINTED BLUE, AND INSTALLED WITH WARNING TAGS TO DISTINGUISH CLEARLY THAT IT IS A POTABLE WATER FACILllY. 6. ALL NEW UNEXPOSED POTABLE WATER PIPES SHALL BE IDENTIFIED AS WELL, WITH WARNING TAPE. POTABLE WATER ONSITE IDENTIFICATION REOUIREMENTS (TO BE DONE BY CONTRACTOR) ALL NEW BURIED ONSITE POTABLE WATER PIPING SHALL BE IDENTIFIED AS POTABLE WATER BY USING A BLUE COLOR CODE DIFFERENTIATING THEM FROM RECYCLED WATER PIPING. THIS IDENTIFICATION SHALL BE DONE BY INSTALLING BLUE IDENTIFICATION (WARNING) TAPE AS DESCRIBED BELOW: 1. ALL NEW CONSTANT PRESSURE COPPER OR DUCTILE IRON PIPING CARRYING POTABLE WATER SHALL BE IDENTIFIED WITH WARNING TAPE. WARNING TAPE SHALL BE BLUE IN COLOR WITH WORDS "POTABLE WATER" IMPRINTED IN MINIMUM ONE-INCH HIGH LETTERS, BLACK OR WHITE IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. WARNING TAPE SHALL BE A MINIMUM OF THREE INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. 2. ALL EXISTING VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) FOUND ON THE POTABLE WATER IRRIGATION SYSTEM SHALL BE BRANDED IN THE CENTER OF THE COVER WITH THE LETTERS "POTABLE WATER". LETTERS SHALL BE A MINIMUM OF 1/2-INCH HIGH. 3. CONTRACTOR SHALL TAG ALL POTABLE WATER VALVES WITH POTABLE WATER TAGS (MANUFACTURED BY CHRISTY ID-MAX-B2-PW015 OR APPROVED EQUAL). ALL POTABLE WATER VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) SHALL HAVE ONE TAG PLACED ON THE VALVE WITHIN THE BOX. TAGS SHALL BE WEATHERPROOF PLASTIC, THREE-INCH BY FOUR-INCH, WITH WHITE OR BLACK LETTERING ON BLUE BACKGROUND STATING "POTABLE WATER" ON ONE SIDE AND "AGUA PARA TOMAR" ON THE OTHER SIDE. TAGS SHALL BE AFFIXED TO THE VALVE WITH A NYLON TIE WRAP. 4. ALL POTABLE WATER IRRIGATION QUICK COUPLING VALVES SHALL HAVE A TAG AFFIXED TO THEM TAGS SHALL BE WEATHERPROOF PLASTIC, THREE-INCH BY FOUR-INCH, WITH WHITE BACKGROUND AND BLACK LETTERING STATING "POTABLE WATER" ON ONE SIDE AND "AGUA PARA TOMAR" ON THE OTHER SIDE. ONE TAG SHALL BE ATTACHED TO EACH DEVICE WITH A NYLON TIE WRAP. THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILITY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for Its occuracy, nor for errors or omissions which may have been incorporated into these plons os a result. 1. ALL NEW BURIED ONSITE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE MARKED AS FOLLOWS. PVC PIPE MUST BE EXTRUDED PURPLE-COLORED SCHEDULE 40 MIN. PVC PIPE WITH CONTINUOUS WORDING "CAUTION-RECYCLED WATER, DO NOT DRINK" PRINTED ON OPPOSITE SIDES OF THE PIPE. THE USE OF CONTINUOUS LETTERING ON 3-INCH MIN. WIDTH PURPLE TAPE WITH 1-INCH BLACK CONTRASTING LETTERING BEARING THE CONTINOUS WORDING "CAUTION-RECYCLED WATER" PERMANENTLY AFFIXED AT 5-FOOT INTERVALS ATOP ALL HORIZONTAL PIPING, LATERALS AND MAINS IS AN ACCEPTABLE ALTERNATIVE TO THE PURPLE PIPE. 2. ALL NEW RECYCLED WATER PIPING ABOVE GROUND OR IN VAULTS, INCLUDING ADAPTERS AND FITTINGS, SHALL BE PAINTED PURPLE IN COLOR (COLOR CODE 512). BLACK STENCILING SHALL APPEAR ON BOTH SIDES OF THE PIPE WITH THE MARKING "CAUTION - RECYCLED WATER" IN 1 -INCH LETTERS REPEATED EVERY THREE FEET. 3. ALL NEW VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) ON THE RECYCLED WATER SYSTEM SHALL BE PURPLE (PANTONE 512) AND HAVE THE WORDS "RECYCLED WATER" IN WHITE LETTERS ON TOP. 4. CONTRACTOR SHALL BRAND ALL EXISTING VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES, OR ELECTRICAL CONTROL VALVES) FOUND ON THE RECYCLED WATER SYSTEM IN THE CENTER OF THE COVER WITH THE LETTERS "RECYCLED WATER". LETTERS MUST BE A MINIMUM OF 1/2". 5. PURPLE BACKGROUND WARNING LABELS STATING "ATTENTION -CONTROLLER UNIT FOR RECYCLED WATER", AND "ATENCION -UNIDAD CONTROLADORA DEL AGUA RECUPERADA", WILL NEED TO BE ATTACHED TO THE COVER OF ALL IRRIGATION CONTROLLER UNITS BY THE CONTRACTOR (CHRISTY'S PART NO. 4100 OR APPROVED EQUAL). 6. ALL RECYCLED WATER APPURTENANCES INCLUDING THE IRRIGATION VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) SHALL HAVE A WARNING TAG AFFIXED TO THEM BY THE CONTRACTOR. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", WITH PURPLE BACKGROUND AND BLACK LETTERING STATING "WARNING -RECYCLED WATER DO NOT DRINK", AND "AVISO AGUA IMPURA NO TOMAR", ON ONE SIDE AND THE "DO NOT DRINK" LOGO ON THE OTHER SIDE. TAGS SHALL BE AS MANUFACTURED BY CHRISTY (ID-MAX-P2-RC009) OR APPROVED EQUAL. (T. CHRISTY ENT.; 655 E. BALL ROAD, ANAHEIM, CA 92805). B. ONE TAG WILL BE ATTACHED TO EACH DEVICE WITH A NYLON TIE WRAP. 7. ALL EXISTING MANUAL VALVES LOCATED ON THE RECYCLED WATER SYSTEM SHALL HAVE THEIR COVERS PAINTED PURPLE. ST. LT. ST. STA. TOW STORM DRAIN STAINLESS STEEL WATER LINE STATION STREET LIGHT STREET STATION TOP OF WALL VICTAULIC TETRA TECH, INC. 'f;!J'' ESS I Otv-,( /1\ 01/11 RECORD DRAWINGS MWB APPROVAL RECOMMENDED: VICT 16241 Laguna Conyan Road, Suite 200 ~.., \.. fp_.,~ '4' (~~ @-----INDICATOR EXIST. AUTOMATIC SPRINKLER CONlR0LLER STATION NUMBER X ---..._ INDICATOR EXIST. ELEClRIC CONlROL VALVE SIZE Irvine, Colifornia 92618 ~ ) e_: f,, S. (949) 727~7099 / ._,, ~ ~ _.., -:z. (949) 727-709 FAX '/t No. 36JW "' 1 ~ * Exp. 06-30-10 * ~ dOll!Jo ~ 1---+-----+-------------------+----1 MICHAB. SINACORI, RCE 46214 ASSISTANT OTY ENGINEER --,,..< IV I\. r,ef- --TH---'-OM_A __ S_L-EP'-P.._ER __ -f'F--R-'.C'-.E-C--J-eJ __ g_g_ or C~l 1' TElRA TECH, INC DESIGNED: DRAWN: SHD SHD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: MWB OCT 2009 SHEET OF 0 ... " C C ..c C u C ;: " E Q. m N .. ~ ~ ' CD ' ~ 0 Cl !It "C t-.i ~I N 01 (.) ~ "C "C C ;3- ~ 0 CD 0 I CD r--I') m 0 .,I. I') ;:, CD r--I') m ;!, 0.: P-5175-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 3 BONITA CREEK PARK SITE PLAN RECYCLED WATER .::<""'-· +-------- SERVICE AREA-/ PARK CONSTRUCTION NOTES 1. TYPICAL WORKING HOURS WITHIN THE BONITA CREEK PARK SHALL BE 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. THE PARK SHALL BE RESTORED TO A CONDITION THAT IS CLEAN AND SAFE TO THE PUBLIC BY 3:00PM. SEE PROJECT SPECIFICATIONS SECTION 6-7 FOR COMPLETE WORK HOURS CONSTRAINTS. 2. CONTRACTOR SHALL MAINTAIN THE PARK IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY. PARK SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBUE FOR ANY CUEANUP OF ADJACENT STREETS AND PARKING LOTS AFFECTED BY HIS CONSTRUCTION. 3. ALL LANDSCAPING AND GRASSED AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION PER THE PROJECT SPECIFICATIONS. ALL DAMAGED/DISTRURBED LANDSCAPING SHALL BE REPAIRED IN KIND TO THE SATISFACTION OF THE CITY. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE PARK MAINTENANCE SUPERVISOR. CONTRACTOR SHALL ALSO RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING THE CONSTRUCTION INCLUDING, BUT NOT LIMITED TO HARDSCAPE AND SIGNS. ALL OF THE ABOVE RESTORATION, REPAIR, AND REPLACEMENT WORK SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 4. ALL EXISTING IRRIGATION SYSTEMS SHALL REMAIN OPERATIONAL DAMAGE TO ANY EXISTING IRRIGATION SYSTEM CAUSED BY THE THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 5. PERMISSION TO SHUT OFF IRRIGATION WATER AND POTABLE WATER TO THE RESTROOMS SHALL BE APPROVED BY THE PARK'S DEPARTMENT PRIOR TO SHUT -OFF. RESTROOMS SHALL BE PERMITTED TO BE WITHOUT WATER FOR A MAXIMUM OF A FOUR HOUR TIME PERIOD. RESTROOM FACILITIES SHALL BE BACK IN SERVICE AT THE END OF EACH WORK DAY. 6. PROTECT ALL TREES IN PLACE. CONTRACTOR SHALL PROVIDE TREE PROTECTION ZONES (TPZ) PER THE REQUIREMENTS CONTAINED IN THE PROJECT APPENDIX EXCEPT WHERE SHOWN MODIFIED ON THE PLANS. ANY TREE WITHIN 20 FEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED BY THE TREE PROTECTION ZONE. ALL TREES WITHIN THE WORK AREA SHALL BE PROTECTED TO THE SATISFACTION OF THE CITY. CONSTRUCTION NOTES G) CONTRACTOR SHALL BRAND ALL EXISTING VALVE BOXES (GATE VALVE, MANUAL CONTROL VALVES, EUECTRICAL CONTROL VALVES, OR QUICK COUPLERS) FOUND ON THE RECYCUED WATER SYSTEM IN THE CENTER OF THE COVER WITH THE LETTERS "RECYCUED WATER". @ CONTRACTOR SHALL INSTALL WARNING LABELS ON EXISTING CONTROLLERS. @ CONTRACTOR SHALL INSTALL WARNING TAGS ON ALL EXISTING RECYCUED WATER APPURTENANCES INCLUDING THE IRRIGATION VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES, EUECTRICAL CONTROL VALVES AND QUICK COUPUERS). © CONTRACTOR SHALL CHANGE EXISTING IRRIGATION QUICK COUPUER TO A PURPLE RECYCUED WATER TYPE. @ CONTRACTOR SHALL INSTALL POST-MOUNTED RECYCLED WATER USE AREA PER THE PROJECT SPECIFICATIONS. ,,;--RECYCLED WATER SERVICE AREA - --- --0 40 0 CONTRACTOR SHALL INSTALL WARNING TAGS ON ALL EXISTING POTABLE WATER IRRIGATION QUICK COUPLING VALVES. @ CONTRACTOR SHALL INSTALL POTABLE WATER WARNING TAGS ON ALL EXISTING POTABUE WATER VALVES (GATE VALVES, MANUAL CONTROL VALVES, AND ELECTRIC CONTROL VALVES). @ ALL EXISTING VALVE BOXES (GATE VALVES OR MANUAL CONTROL VALVES) FOUND ON THE POTABUE WATER SYSTEM SHALL BE BRANDED IN THE CENTER OF THE COVER WITH THE LETTERS "POTABLE WATER". @ RECONSTRUCT ALL EXIST. IRRIGATION CONTROL VALVES USING GRISWOLD "DWS" VALVE REPAIR KIT. FOR 0.75", 1" AND 1.25" PART NO. 8377, FOR 1.5" PART NO. 8378, FOR 2" PART NO. 8379. 80 e " C " ..c 8 -~ E Q. m N ~ 0 ' 5 ~ ..., ..., " ;3- ~ r-·-=-=-=-=-=-=..=...--====--==--=---------------,7',---,-----------------,----,-:-;::=;-::;--;:;:===::---r-----------------------------lfiilo • TETRA TECH, INC. 1 01/11 RECORO ORAWINGS MWB APPROVAL RECOMMENDED: ~ @ CONTRACTOR SHALL INSTALL A HOSE BIB ATMOSPHERIC VACUUM BREAKER ON ALL EXISTING POTABLE WATER HOSE BIBS WITHIN THE PARK BUILDING. 16241 Irvine. (949) (949) Laguna Canyon Road, Suite 200 n California 92618 gi 727~7099 f./J/J~~ i 727-709 FAX t---+-----+--------------------1-----1 MICHAB. SINACORI, RCE 46214 .. , ASSISTANT OTY ENGINEER ~ l ~, .. A -i--t----+------------------+----4-:::DE:::S::::IG::::N:;:ED;:-:-"""T:::DR::-:A-::M>l::-:--+---------------------r--------4f THOMAS L EPPERffi:efC36J99 SHD SHD :;J .._ _____________________________________________________ J... __________ TE:.:.:,:lR,::.A:._TE::::CH.::.•..::IN,::;C:..._ _________ ..L.:.:N::O·~-=DA.:,:TE.:.......l.:D=ESCR=l:_:Pll::,:ON::.:..:OF::..,:R:E.:,:Vl:SIO:N:S:...._ _________ J.:M'~P.:,:R::OVE:::_DLCH_Ec_KE_D_:JM~WB~D-A_TE..!:O:!!;C[Tj2:Q!009!fil ___________________ _l~__:SH_:::_E;ET;:::~o;F:::~r P-5175-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 4 BONITA CREEK PARK PARK SERVICE IMPROVEMENTS & DETAILS LA VIDA: ,. <: I __ l_l:1_ I •.~ I '" ~ EXIST. 3" DW MET.ER VAULT -, .. , I . , ... 1-. -. ,--_., /I l <-_ _, EXIST. 3 RW 8 I ... ·, I ~ I ,. : . 1 ... METER VAULT .... II CONSTRUCT 4" THICK CONCRETE PAD BETWEEN SCE PEDESTAL AND BACK OF SIDEWALK. (SEE NOTE 7) ' ... EXIST. CONCRETE . .. .. SIDEWALK I .. ' NOTES: 1. CONTRACTOR SHAU_ LOCATE IN THE FIELD THE 3" IRRIGATION PIPELINE DOWN STREAM OF THE BACKFLOW PREVENTION ASSEMBLY TO VERIFY CONNECTION POINT PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR SHAU_ VERIFY ACTUAL LOCATION AND ELEVATION ON EXISTING ELECTRICAL CONDUITS PRIOR TO BEGINNING CONSTRUCTION OF IMPROVEMENTS. 8'-6" 4'-o" B "+-~-x 32.17 ~r PAD 3• -0" 32.67 ~+0 TOW X RECYCLED WATER x RISER FROM RW Q.::::::--+-Hf---;;_:.:METER 38 34 NOTES: 1. SWIVEL ELL IS A 3" FLANGED 90" BEND, VICTAULIC COUPLING, DISMANTLING JOINT AND SPOOL (FL X VICT) TO BE UNASSEMBLED AND ROTATED BETWEEN THE RECYCLED WATER AND POTABLE WATER LINES. 2. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL POINTS OF CONNECTION PRIOR TO INSTALLATION OF NEW PIPE. 3. MINIMUM CLASS OF DUCTILE IRON PIPE SHALL BE CLASS 350, EXCEPT WHERE NOTED IN NOTE 7. < __,,,....,,r,.~?~---i;fi'.lli---..----- -+-\--------1H 3. CONTRACTOR SHAU_ VERIFY ACTUAL LOCATION AND ELEVATION OF X I 14 ~ 32.17 I ~ 4. ALL PIPING, VALVES AND FITTINGS SHALL BE PAINTED WITH AN ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIME COAT AND TWO (2) COATS OF 2 MILS EACH OF HIGH GLOSS ENAMEL COLOR SHALL BE PURPLE (PANTONE 512) FOR RECYCLED WATER RISER, PIPING, VALVE AND SWIVEL ELL RISER. COLOR SHALL BE BLUE FOR POTABLE WATER RISER, BACKFLOW DEVICE AND PIPING. -\,-_L@ ___ _ - - - - ---iRR. - - . -- ' CONNECTION TO EXIST. 3" ... PAD 2 24" 8°-0· I') RECYCLED WATER METER VAULT PRIOR TO BEGINNING 24" DEEP CONSTRUCTION. 41 4. THE PROJECT IS WITHIN AN AREA WITH MATURE TREES AND THE FROM PW METER 5•-0· CONTRACTOR SHAU_ ASSUME ROOTS WILL BE ENCOUNTERED DURING SEE NOTE 3 EXCAVATION. TREE ROOTS SHALL BE PRUNED PER CONTRACT X A SPECIFICATIONS. --- X :.: X / I ".,. -:---...-,<'(-;, ·-- - ··•-.::/:·::·-:: . .' •. '._.',/.\-"·'. ",'f··· . , 3' 5. CONTRACTOR SHAU_ PERFORM SITE GRADING TO THE LIMITS SHOWN ON THE PLAN. THE INTENT IS TO BLEND THE PROPOSED GRADING TO X I A X I ~ 34 I 32.25 ,· _,/PAD 33 , 7 24" POTABLE WATER RISER • 18 61 \), 'l-• """ .l13~3-~5:.---'r'~-~--•..L...,-,;-~-,;---:--,;-~-,.•....,--x,--.!(,...._,-'\x TOW •. ,, · )> • "" i,,--~ · ~ • I 33.5 TOW A 5. ALL BELOW GRADE, BURIED, DUCTILE IRON FITTINGS AND PIPING SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP. 6. ALL FLANGE BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL. 7. THE MINIMUM THICKNESS FOR D.I.P. WITH FLANGES OR SPOOLS FOR VICTAULIC COUPLINGS SHALL BE CLASS 53. THE MINIMUM THICKNESS OF D.I.P. SHALL BE CLASS 350. -----\ """"' . --z-v..---, 7~._,,.::~=====~===:J-,'----f-65 _ ' -...... , :---,.. .... -1----.....a '~-+ \ MATCH THE SURROUNDING SLOPES . NO STEEP OR ABRUPT CHANGES IN 3• RESILIENT WEDGE GATE VALVE 12 IRRIGATION RISER (SWIVEL ELL) GRADES WILL BE ALLOWED. 6. PROTECT ALL TREES IN PLACE. CONTRACTOR SHAU_ PROVIDE TREE SEE SHEET 5 8. CONTRACTOR SHALL PROVIDE TWO BLIND FLANGES; ONE FOR POTABLE AND ONE FOR RECYCLED. PAINT BLIND FLANGE PER NOTE 4 ABOVE. -=-= -::___~ ~--=--~-=-= -=-----=--·' ... -~•~: -~ I' ,,,.,.,. I .... NOTE 1 B X ~(MPOZD=IFIE6D)-o . -:,i--/ ·-. '~• • ( ® ~p " .''. :;r'f•,as :----\\ ef-SEE _N~ ~)-1L_ _ _ @) • , PROTECTION ZONES (TPZ) PER THE REQUIREMENTS CONTAINED IN THE PROJECT APPENDIX EXCEPT WHERE SHOWN MODIFIED ON THE PLANS. MASTER VALVE VAULT PER DETAIL EB 9. CONTRACTOR SHALL SUBMIT LAYOUT OF CHAIN LINK ENCLOSURE FOR REVIEW AND APPROVAL. CHAIN LINK ENCLOSURE SHALL BE DESIGNED FOR 1 00 PSI LIVE LOAD. HEIGHT OF ENCLOSURE FROM CONCRETE PAD ELEVATION SHALL BE 8'. CHAIN LINK FABRIC SHALL BE 3-1/2" X 5" MESH BY 9 GAGE. -~ /'><. TRUNK 'ti 24"±BDH • ><,_ \ \LIMITS OF GRADING ! TPZ = 6' -cl~ cl., 31 , . _ . _ .''> L MASTER VALVE VAULT .,,....,,,,.... L .. ANY TREE WITHIN 20 FEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED BY THE TREE PROTECTION ZONE. ALL TREES 1 0. CONTRACTOR SHALL TAG, LABEL AND PAINT ALL ABOVE GROUND PIPING PER PROJECT SPECIFICATIONS. i • ~~~fl~~~~ 6)--' 1 \\ ~E~ D:AIL EB s.:_:;.,x_;,, • ·.__ !_/··"@ I ,- DOMESTIC AND RECYCLED WATER SERVICE IMPROVEMENTS SCALE 1" = 5' 1 *FOR EXISTING SITE AND UTILITIES LU WITHOUT IMPROVEMENTS SEE DETAIL '9 FOR MODIFICATION TO EXISTING IRRIGATION SYSTEM SEE SHEET 7 OF 7 7. WITHIN THE WORK AREA SHALL BE PROTECTED TO THE SATISFACTION OF THE CITY. CONTRACTOR SHAU_ MATCH WIDTH OF EXIST. ELECTRICAL TRANSFORMER BASE AND MATCH GRADE OF EXISTING SIDEWALK AND SLOPE 2% TOWARD SIDEWALK. CONTRACTOR SHAU_ PROVIDE ½" EXPANSION JOINT MATERIAL BETWEEN NEW PAD AND EXISTING CONCRETE. REINFORCE CONCRETE PAD WITH 1.4 X 1.4 WELDED WIRE FABRIC. TO IRRIGATION SYSTEM POTABLE WATER RISER AND RPPD ASSEMBLY It. 34.67 6" TYP EQ. 5'-6" 17 EASTERLY WALL (BACKGROUND) VARIES 33.5 TO 32.67 TOW REINFORCING AND CONCRETE NOTES: 1. REINFORCEMENT FOR CONCRETE SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. SPECIFICATION A615 (A706/A706M FOR WELDED REINFORCING). GRADE 60 STEEL SHALL BE USED. CONSTRUCTION NOTES: (TYP _ ~ ::l V) w . --- 2" CLR. PROVIDE 3/4" 2. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCHORAGES PLACED IN CONCRETE SHALL BE ACCURATELY PLACED AND POSITIVELY SECURED AND SUPPORTED BY CONCRETE BLOCKS, METAL CHAIRS, SPACERS, OR METAL HANGERS, AND SHALL BE IN POSITION BEFORE CONCRETE PLACING OR GROUTING @ @ @ @ @ @ @ @ @ ®> CONSTRUCT CONNECTION TO EXIST. 3" RECYCLED WATER METER VAULT. REMOVE BLIND FLANGE AND THRUST BLOCK AND CONNECT TO EXISTING FLANGE D.I. SPOOL. PROVIDE NEW BOLTS, NUTS AND GASKET. CONSTRUCT 3" D.I. 90" BEND (FL X FL) CONSTRUCT THRUST BLOCK PER CNB DWG. NO. STD-510-L-A, L=1.9', H=0.8'. CONSTRUCT 3" D.I. SPOOL (FL X FL) (CUT TO ~ CONSTRUCT RECYCLED WATER RISER PER DETAIL~ CONSTRUCT 3" D.I. SPOOL (FL X VICT) CONSTRUCT 3" VICTAULIC COUPLING, STYLE 31. CONSTRUCT 3" DISMANTLING JOINT WITH 1 O" NOM. LENGTH. ROMAC INDUSTRIES STYLE DJ400 DISMANTLING JOINT, OR APPROVED EQUAL. CONSTRUCT 3" D.I. 90" BEND (FL X MJ). CONSTRUCT CONNECTION TO EXISTING PVC PIPE (CL. 315) USING FLEXIBLE COUPLING. CONSTRUCT 4'-o" X 5'-o" PRECAST CONCRETE VAULT, JENSEN PRECAST MODEL NUMBER W-45 SERIES OR APPROVED EQUAL. PROVIDE 4' -a· X 5' -a· DIAMOND PLATE ALUMINUM, DOUBLE LEAF HATCH, SPRING ASSISTED, TORSION HINGED WITH STAINLESS STEEL HARDWARE AND LOCKING COVER, PARKWAY LOADING, BILCO MODEL JD. ROUTE HATCH DRAIN DISCHARGE INTO VAULT. CONSTRUCT 2· RPPD ASSEMBLY PER DETAIL EB REMOVE EXIST. MASTER CONTROL VALVE AND VALVE BOX AND RETURN TO CITY YARD. EXTEND AND SPLICE EXIST. MASTER CONTROL WIRES TO NEW MASTER CONTROL VALVE. PLACE SPLICE WITHIN 1 a• ROUND VALVE BOX WITH GREEN BOLT DOWN COVER. HEAT BRAND "IRR" ON VALVE BOX COVER IN 2" HIGH LETTERS. COIL WIRE PER SPECIFICATIONS. REMOVE AND REPLACE INTERFERING PORTIONS OF EXIST. IRRIGATION LINE AND CONTROL WIRES 3' CLEAR MIN. FROM IMPROVEMENTS. CONSTRUCT 4" CL315 PURPLE~ PVC PIPE AND FITTINGS AND CONNECT TO EXIST. PIPE. CONSTRUCT PIPE PER DETAIL '9 CONSTRUCT POTABLE WATER RISER AND RPPD ASSEMBLY PER DETAIL EB REMOVE EXIST. 3" RPPD ASSEMBLY AND RETURN TO CITY YARD. REMOVE AND DISPOSE OF ALL EXISTING ABOVE GROUND PIPING AND VERTICAL LU RISER PIPING. CUT AND CAP RISER PIPING BELOW GROUND PER DETAIL~ CONSTRUCT 12" THK. CONCRETE PAD AND RETAINING WALL PER DETAIL~ GRADE PAD FLAT. SCARIFY 6" AND RECOMPACT TO 90% RELATIVE 8 COMPACTION. PLACE 2" THICK LAYER CLEAN SAND (SE 30). PROTECT IN PLACE EXISTING FACILITIES. PROTECT IN PLACE EXISTING VALVES. PROTECT IN PLACE EXISTING IRRIGATION/SERVICE LINES. PROTECT IN PLACE ALL EXISTING TREES. @) @) @ @ @ @ @ @ @) CONSTRUCT 2" COPPER TUBING, TYPE K. CONSTRUCT 3" RESILIENT WEDGE GATE VALVE WITH HAND WHEEL (FL). CONSTRUCT 2 LAYERS OF BUILDING PAPER TO ACT AS A BOND BREAKER BETWEEN VAULT AND CONCRETE PAD. CONSTRUCT ADJUSTABLE PIPE SUPPORT PER CNB DWG. NO. STD-522-L HOT DIP GALVANIZED AFTER FABRICATION AND PAINT TO MATCH PIPING. CONSTRUCT 3" D.I. 11.25' BEND (FL X MJ). CONSTRUCT 3" D.I. TEE (FL X FL X FL). CONSTRUCT COPPER COUPLING. CONNECT TO EXIST. COPPER SERVICE. CONSTRUCT 3" D.I. 11 .25" BEND (MJ X MJ). CONSTRUCT CONCRETE ENCASEMENT PER DETAILEB ~ • "' ~ • 0 I t') ~ t!l f:i fl:'. 3: GJ fl:'. V> ID f2 ~ --' ~ < w ~ •. _T,!-,- ·-;--,1_, r\: 34 FROM EXIST. 29.0± PW METER t 1 '-6" 14 (TYP) FF=VARIES . . • '· • .• .• . -'. J )~-"; ' . 3" ,_CLR_-, ' ·' (TYP) #4@16" . EACH WAY ' TOP & BOTTOM • I 32" I TO IRRIGATION 'sQ. (TYP) SECTION A-A SYSTEM BLIND FLANGE WITH FULL FACE GASKET (SEE NOTE 8 WITHIN DETAIL EB· CHAIN LINK FENCE ENCLOSURE W ROOF WELDED TO SUPPORTS. PROVIDE FOREST GREEN HIGH DENSITY POLYETHYLENE, DOUBLE WALL, SELF LOCKING EXIST. FINISHED GRADE 2{}4 CONT. #4~16" PRIVACY SLATS IN CHAIN LINK MESH (SEE NOTE 9 WITHIN DETAIL EB>· CONSTRUCT CHAIN LINK FENCING PER OCRDMD STD. PLAN 600-0-0C. 3' WIDE CHAIN LINK GATE WITH LOCKING HASP FOR PADLOCK. PROVIDE FOREST 34.0 FG -- GREEN HIGH DENSITY POLYETHYLENE, DOUBLE WALL, SELF LOCKING PRIVACY SLATS, ~~?t~flD 34.17 VAULT 33.25 FG --- PRE-INTSERTED AT TIME OF MANUFACTURE, IN CHAIN LINK MESH. CONSTRUCT GRADE ACCESS GATE PER OCRDMD STD. PLAN 600-0-0C TOP OF STARTER REMOVE EXISTING VALVE AND REPLACE WITH 3• RESILIENT WEDGE GATE VALVE (FL X FL) WALL 32•50 WITH VALVE BOX AND RISER PER CNB DWG. NO. STD-511-L I MASTER VALVE VAULT CHAMFER AT ALL EXPOSED EDGES ' • (TYP.) .·•. ii '--2" SAND BLANKET (SE30) ± ROUGHEN SURFACE (TYP) (SEE NOTE 4) 4#4 (TYP) RECYCLED WATER RISER i 34.67 NORTHERLY WALL (FOREGROUND) 32.72 TOW 32.17 PAD 32.0 FG - -EXIST. R.W. VAULT CONSTRUCT (FL X PO) ADAPTER. I PER DETAILEB1 CONSTRUCT DOUBLE STRAP BRASS SERVICE SADDLE (JONES J-979 OR APPROVED ROUGHEN SURFACE ' •. IS BEGUN. DETAILING AND PLACING OF BARS SHALL CONFORM TO THE A.C.I. MANUAL OF STANDARD PRACTICES. 3. BARS SPECIFIED AS "CONTINUOUS" SHALL EXTEND THE FULL LENGTH OF THE MEMBER CONTAINING THEM AND MAY NOT BE SPLICED. CONCRETE NOTES 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3250 PSI AT 28 DAYS. AGGREGATES SHALL CONFORM TO A.S.T.M. C33. 2. CEMENT FOR CONCRETE SHALL BE TYPE V PORTLAND CEMENT CONFORMING TO A.S.T.M. C150. TYPES I OR II CEMENT MAY BE USED IF SOIL SULFATE LEVELS AS DETERMINED BY A GEOTECHNICAL ENGINEER ARE SUFFICIENTLY LOW. 3. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY NOTED OR SHOWN SHALL BE APPROVED BY THE ENGINEER. 4. "ROUGHENED SURFACES", WHERE SPECIFIED ON THE DRAWINGS, SHALL BE MECHANICALLY ROUGHENED SUCH THAT A 1/4" AMPLITUDE (±) IS ACHIEVED BETWEEN HIGH AND LOW SPOTS OF THE ROUGHENED SURFACE. THE SURFACE SHALL BE CLEAN AND FREE OF LAITANCE. EQUAL) WITH 1· TAP AND 1-1NcH QUICK couPLER (NELSON MODEL 7645 oR EQUAL). I !t. 29.o± (;~;~t=~====4~f:.. #4C16" • +~_..2 ... 9.,.,.o .... ± (TYP)(sEE NOTE 4) b FURNISH 1" QUICK COUPLER KEY (NELSON OR APPROVED EQUAL) WITH 1" X 1 /2" , EACH WAY I BRASS REDUCER, 1/2" BRASS SNUBBER FITTING (CAJON OR APPROVED EQUAL), 4-1/2" '·' . . TOP & BOTTOM · . . • i-l r DIA. PRESSURE GAUGE, LIQUID FILLED, 1 /2" NPT CONNECTION, WITH RANGE OF O TO , , -c 150 PSI ASHCROFT DURAGAUGE TYPE 1279 OR APPROVED EQUAL. CONTRACTOR SHALL . , r,i SUPPLY QUICK COUPLER KEY AND GAUGE ASSEMBLY TO THE CITY 32" FROM EXIST. Q 43 43 RW METER 4#4 (TYP) % RESTRAIN PIPE WITH FOUR (4) ¾" TYPE 316 STAINLESS STEEL TIEBOLT JOINT SQ. (TYP) tu1 1 RESTRAINERS, TWO (2) ¾" TYPE 316 STAINUESS STEEL TIERODS, EIGHT (8) TIENUTS SECTION 8-8 AND EIGHT (8) TIEWASHERS (MANUFACTURER: STAR, MODEL: STN 7, STN 12, STN 8 113, AND STN 17 RESPECTIVELY OR APPROVED EQUAL) PLACE TIEBOLTS 180. APART. 'c (@ CONSTRUCT 4• PVC 90" BEND (CL315) PLAN AND PROFILE SWIVEL ELL 2 ] f2, EB SCALE 1/2" = 1·-0· /0~ ~.....,... TETRA TECH, INC. 1 MWB @, CUT AND CAP EXISTING PIPE PER DETAIL 5 .._:::::::::::._ _______________ ..J. ______ -r'7\.------,------------------,--,r.;;~iVAi~mnm~n-""-r-------------------------,filo APPROVAL RECOMMENDED: Ji 01/11 RECORD DRAWINGS RECORD DRAWINGS r--1') m CONSTRUCT IRRIGATION RISER (SWIVEL ELL) PER DETAILEB CONSTRUCT 3" RPPD BACKFLOW ASSEMBLY WITH RESILIENT WEDGE GATE VALVES PER CITY STD 520-L. 16241 Laguna Canyon Road, Suite 200 0 These Record Drawings have been prepared based on information Irvine, California 92618 ~ CONTACT CITY DEPARTMENT FOR APPROVED LIST. submitted, In, part, by others. While this information is believed to be (949) 727~7099 '-IJ/'J~~ 1----1-----4------------------,----; MICHAEL SINACORI, RCE 46214 reliable, Tetra Tech is not responsible for its accuracy, nor for (949) 727-709 FAX L--1------!-------------------+---~~A~SSl~S~TA~N:.:.T..:OTTY~E~NGl~N:.::E=ER~+--------------------.---------i~ errors or omissions which may have been incorporated into these 1 k DESIGNED: DRAM>l: • - plans as a result. £,. SHD SHD 1---------t ~ @ CONSTRUCT 3" D.I. SPOOL (PE X PE). lHOMAS L EPPER!l..EC36399 CHECKED: DATE: SHEET OF !;;-L _____________________________________________________ L __________ TE!.:.!!lR~A:.,TE~~CH,_!!IN:!!;C:,_ _________ _l_.:_:N:O·i_:DA:,:lE,:_...l.:DESCR=:.:::1P~l1::,:0N::.:..:OF::..:.R:EVl.:.:,Sl:O::.N:S __________ J.:.:M'.:..P.:..RO:.VE;,::.L.D __ ...,!M!!.!WB!2L_~O~C:.!.T~2:l!:00921, ___________________ ....1. ______ _.o.: P-5175-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 5 BONITA CREEK PARK DETAILS EXIST. 3" PIPE TD BE ABANDONED IN PLACE. 13 REMOVE AND DISPOSE , " 2'-9"± FIELD VERIFY • I') INTERFERING PORTIONS.~ .~· • 19 [ j 'c, . • - - - -, __,, -~~ i ~ \.¥1----------- I 62t-----< 63J------I 601-------, • O> I "' I I ~ WJ EXIST. 4" IRR PIPE TO EXIST. IRRIGATION SYSTEM ;, :" ' --m--,--t 1-111-I • , I 0 I 'io 50 51 19 ' 57 12" 5'-o" PLAN ELEV. 34.17 21 6" 54 53 , ' 51 FROM SWIVEL ELL SEE DETAIL EB 21 I>-. 17 • a 49 13 NOTES; 1. MINIMUM CLASS OF D.I.P. SHALL BE CL53. 2. AFFIX ONE RECYCLED WATER WARNING TAG NEAR PRESSURE GAUGE. 3. ALL INTERNAL PIPING, VALVES AND FITTINGS SHALL BE PAINTED WITH AN ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIME COAT AND TWO (2) COATS OF 2 MILS EACH OF HIGH GLOSS ENAMEL COLOR SHALL BE PURPLE (PANTONE 512). 4. CONTRACTOR SHALL FIELD VERIFY ALL POINTS OF CONNECTION PRIOR TO BEGINNING CONSTRUCTION. 33.25 FG ·' _.,..,...,--,-- L «' 111-1 11 I -1 ' 49 rr,-.;:_5.:,1 < , 1--- PROVIDE sumCIENT ROOM FOR BASKET STRAINER 1'-0"(MIN) (lYP) ~ 29.0± THRUST BLOCK (SEE NOTE 1) EXIST. LINE TO REMAIN l IN SERVICE 1,----------- y \__ ___________ _ CUT EXIST. PIPE AND -~ INSTALL CAP ABOVE GROUND RISER--:\_ ~\,~, -7-EXIST. DRINKING ---I ) I FOUNTAIN OR I ll I I QUICK COUPLER z I '--I TO BE REMOVED ::i; L I I _J OR DISPOSED • N - I I I I I 1----CUT AND PLUG CAP 6" MIN. I I k:: >-.. _) PIPE TO BE ABANDON IN PLACE 1,---------- y \__ ___ - -----_ __._-'-I EXIST. LINE TO BE j • • ABANDONED IN PLACE CUT EXIST. PIPE PLUG NOTE: i--6" MIN. r CONCRETE PLUG z ::IE z ::I! ~---''---"--;,-CUT AND INSTALL I I I I CAP /PLUG AND THRUST BLOCK 1,--~-_J y L ____ \ ---------~ \_ EXISTING MAIN LINE PLAN VIEW 1. THRUST BLOCK SHALL BE CONSTRUCTED PER CITY OF NEWPORT BEACH DWG. NO. STD-510-L-A CUT & CAP /PLUG 3" TYP. ' ' N.T.S. DETAIL EB PIPE BELL OR FLANGE O.D. OR O.D. OF ELLIPTICAL PIPE 4-#4 CONT. CONSTRUCT CAST IRON FRAME AND COVER SHALL BE BROOKS PRODUCTS NO. 4-TT. COVER SHALL BE CAST WITH WORDS "RECYCLED WATER" (SEE NOTE 1 ) CONCRETE COLLAR FINISHED GROUND • <O . ~-~-.. NOTES: .,.'\ . ~ ".a~ 12" CONSTRUCT 8" SCH 40 PVC PIPE 1. FRAME AND COVER SHALL BE PAINTED PURPLE (PANTONE 512) PER SPECIFICATIONS. RECYCLED WATER (IRRIGATION) VALVE BOX COVER AND RISER N.T.S. CB MASTER VALVE VAULT 1 111 J1 11 1 1 1 : J 1 CONSTRUCTION NOTES: CONSTRUCT THRUST BLOCK PER CNB DWG. NO. STD-51 0-L-A, L= 1.9'. H=O.B'. CONSTRUCT 3" D.I. 90-BEND (FL X MJ). CONSTRUCT 4'-0" X 5'-0" PRECAST CONCRETE VAULT, JENSEN PRECAST MODEL NUMBER W-45 SERIES OR APPROVED EQUAL. PROVIDE 4'-0" X 5'-0" DIAMOND PLATE ALUMINUM, DOUBLE LEAF HATCH, SPRING ASSISTED, TORSION HINGED WITH STAINLESS STEEL HARDWARE AND LOCKING COVER, PARKWAY LOADING, BILCO MODEL JD. ROUTE HATCH DRAIN DISCHARGE INTO VAULT. CONSTRUCT 3" D.I. 90-BEND (MJ X MJ) CONSTRUCT 3" D.I. SPOOL (FL X PE)(CUT TO FIT) CONSTRUCT "LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACE BETWEEN PIPE OD & ROUND PRECAST VAULT OPENING CONSTRUCT 3/4" AGGREGATE BASE (COMPACTED TO 90% RELATIVE COMPACTION). CONSTRUCT 3" BASKET STRAINER. WATTS: MODEL N0.97FB-CSSIB BASKET STRAINER W/60 MESH STAINLESS STEEL SCREEN, FLANGED END CONNECTIONS AND EPDM 0-RINGS, OR APPROVED EQUAL. CONSTRUCT COMPANION FLANGE. CONSTRUCT BRASS UNION. CONSTRUCT 3" MASTER VALVE. GRISWOLD CONTROLS MODEL 2160N PRESSURE REDUCING SOLENOID WIRE CONTROL VALVE (FOR RECYCLED WATER SERVICE) BY SPLICING AND EXTENDING EXIST. MASTER CONTROL VALVE WIRES. PROVIDE ADEQUATE EXPANSION LOOP IN CONTROL WIRE. INLET PRESSURE = 1 05 TO 115 PSI OUTLET PRESSURE = BO ~SO BE VERIFIED BY CITY). SPLICE WIRE PER DETAIL 1 6 CONSTRUCT DOUBLE STRAP BRASS SERVICE SADDLE (JONES J-979 OR APPROVED EQUAL) WITH 1" TAP AND 1-INCH QUICK COUPLER (NELSON MODEL 7645 OR EQUAL). FURNISH 1" QUICK COUPLER KEY (NELSON OR APPROVED EQUAL) WITH 1" X 1/2" BRASS REDUCER, 1/2" BRASS SNUBBER FITTING (CAJON OR APPROVED EQUAL). 4-1/2" DIA. PRESSURE GAUGE. LIQUID FILLED, 1/2" NPT CONNECTION, WITH RANGE OF O TO 150 PSI ASHCROFT DURAGAUGE TYPE 1279 OR APPROVED EQUAL. CONTRACTOR SHALL SUPPLY QUICK COUPLER KEY AND GAUGE ASSEMBLY TO THE CITY. SCALE: 1" = 1 '-0" 3" BRASS CLOSE NIPPLE (4" MIN. LENGTH). CONSTRUCT 3• RESILIENT WEDGE GATE VALVE (FL) AND VALVE COVER PER DETAIL EB CONSTRUCT CONNECTION TO EXIST. 4" PVC (CL 315) USING D.I. LONG BODY TRANSITION COUPLING. @ CONSTRUCT 4 • X 3" DUCTILE IRON REDUCER (FL) (FLAT ON TOP) AND 4" ADAPTER (FL X PO) @) CONSTRUCT 4" D.I. SPOOL (PE)(CUT TO FIT) @ CONSTRUCT 12" X 12" X 6" CONCRETE SUPPORT FOR GRINNEL PIPE SUPPORT RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for Its accuracy, nor for errors or omissions which may hove been incorporated into these plans as o result. TETRA TECH, INC. 16241 Laguna Canyon Road, Suite 200 Irvine, California 92618 (949) 727~7099 (949) 727-709 FAX 1~ lHOMAS L EPPER!l.C.EC36J99 1E1RA lECH, INC 11_111-,,,1 ., ' #4 0 12· o.c. TYP. 560-C-3250 TYP. NOTE: 1. ENCASEMENT SHALL BE PLACED AGAINST UNDISTURBED NATURAL GROUND OR FILL COMPACTED TO 90% RELATIVE DENSITY CONCRETE ENCASEMENT N.T.S. EB 1 01/11 RECORD DRAWINGS MWB APPROVAL RECOMMENDED: f.(JIJ.f,\I.:~ 1---+-----+-------------------+----1 MICHAEL SINACORI, RCE 46214 ASSISTANT OlY ENGINEER DESIGNED: DRA M>l: SHD SHD NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: MWB OCT 2009 NOT USED N.T.S. EB SHEET OF 0 ... " C C ..c C u C 'i: " E Q. O> N .. - -' CD ' -0 Cl !It "C -~ ~I IO 01 (.) ~ "C "C C ;3- ~ 0 CD 0 I CD r--I') O> 0 .,I. I') ;:, CD r--I') O> ;!, a: P-5175-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 6 BONITA CREEK PARK DETAILS --E • • STEP 1 STEP 2 STEP 3 STEP 4 2 1 3 5 WIRE CONNECTOR ' I '· I N.T.S. .I 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/8" FROM ENDS - lWIST TOGETHER. 3. PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP AND CUT OFF EXCESS WIRE. 4. APPLY SEALER TO OUTSIDE OF SEALING PLUG -FILL CAVITY WITH SEALER. 5. PULL BASE SOCKET OVER CRIMPED CON- NECTION AS FAR AS POSSIBLE. 6. PUSH SEALING PLUG INTO BASE SOCKET. 7. PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION. 8. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR OR APPROVED EQUAL. DETAIL(±) 1--~l ' L -_\J ( EXIST. 3" RW METER V~ -------- \EXIST. ELECTRICAL j TRANSFORMER EXIST. 3" DW METER VAULT EXIST. 3" VALVE _....! _.-E -- EXIST. IRRIGATION BACKBONE: • (AT EXISTING SITE PROPOSED SWIVEL ELL N.T.S. f'~ -+--~~_id;}~) 'o / '\_EXIST. IRRIGAl:ION BACKBONE / • LOCATION) EB ~------=-~ • RESTORE LANDSCAPING - AND GRASSED AREAS TO ITS ORIGINAL CONDITION SEE PROJECT SPECIFICATIONS FINISHED SURFACE REPLACE A.C. PAVEMENT (1" THICKER THAN EXIST.) 12· MIN. EXIST. A.C. -~~ "' "·· ~t-------+--~-.-'-,\:--,"..,./>::.,..."-.,...' ~-...... ///,, >0 ' / ;-( COMPACT TRENCH TO COMPACTION • • 0 .... I') c-,j _.__LJJ z 0 N LJ.I D.. ci: z ::!: • IX) <I <I <I /(' SAME AS ADJACENT AREAS (90% COMPACTION IN PAVED AREAS) SEE PROJECT SPECIFICATIONS 4" MIN. 6" MAX. ------WARNING TAPE FOR ALL PIPE INSTALLATIONS OTHER THAN PURPLE PVC. / 0.D. ~-¼/ :----IMPORTED SAND BACKFILL "( ,, (MIN. SE OF 30) 90% MIN. 0/ Ll , ~ RELATIVE COMPACTION. ,,:</ /<// :\_, ~ <1. ,._-»~' '~::------4• MIN. IMPORTED /P Ll. /,;-(/</ SAND BEDDING .1.._----s'~/~'/k--s:"77",:-'"",-,,-,--,...,....,.-,,-,,.-,...,!.:\_V:\_V (SE OF 30) FOR /' 1//, ////~ Y' • //,' )))'/,~ 3" AND 4" PIPE '>-«.<,' ' :..('({~ 2• MIN. IMPORTED SAND BEDDING FOR 2" AND 1" PIPE TYPICAL TRENCH N.T.S. DETAIL @) NOT USED N.T.S. TETRA TECH, INC. 16241 Laguna Canyon Road. Suite 200 Irvine, California 92618 EB 1 01/11 RECORD DRAWINGS CONSTRUCTION NOJES: @ 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, FEBCO MODEL 825Y OR APPROVED EQUAL. @ 6" THICK CONCRETE SLAB REINFORCED WITH W1.4xW1.4 WELD WIRE MESH (WIDTH OF SLAB: 27-INCHES) @ 2" COPPER TUBING, TYPE K @ 6" THICK 3/4" AGGREGATE BASE @ 2" BRASS 90' ELBOW @ 2" BRASS ADAPTER, MALE x COPPER @ 2" BRASS PIPE @ 3" COMPANION FLANGE WITH TAPPED 2 1/2" THREADED BORE @ 2" BRASS UNION @ 2" BRASS NIPPLE @) 2½" X 2" STAINLESS STEEL BUSHING • -1 .. i.,i.~ •• • :-"C' 1 ~ . I I • I CONNECTION NOTES (A) ALL ABOVE GROUND PIPING SHALL BE PAINTED WITH AN ALKYL ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIMER COAT AND TWO (2) COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL. COLOR SHALL BE WHITE OR BLUE. (B) ALL COPPER FITTINGS SHALL BE SILVER SOLDERED. 0 12" (MIN.) 18" (MAX.) I TO PARK DOMESTIC WATER SERVICES ,___ 6 2" RPPD ASSEMBLY N.T.S. EB RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been Incorporated Into these plans as a result. NOT USED N.T.S. EB MWB APPROVAL RECOMMENDED: 3" D.I. TEE (FL X FL X FL) CONNECTION TO DOMESTIC WATER METER (949) 727~7099 (949) 727-709 FAX CfJIJ"'ll-:;;:'lr 1---+-----+-------------------+-----1 MICHAEL SINACORI, RCE 46214 1~ lHOMAS L EPPER!l.C.EC36J99 1E1RA lECH, INC NO. DAlE DESCRIPTION OF REVISIONS ASSISTANT OTY ENGINEER DESIGNED: DRA Mol: SHD SHD APPROVED CHECKED: DAlE: MWB OCT 2009 0 L " C C ..Q C u ~ " E C. a, c-,j .. ~ ~ ' IX) ' ~ 0 Cl 3: "C <'.J ~ ~I IX) 01 (.) ~ "C "C C ;3- ~ 0 IX) 0 I IX) r--I') a, 0 .,I. I') ;:, IX) r--I') a, SHEET OF ;!, 0..: P-5157-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 7 BONITA CREEK PARK IRRIGATION PLAN, LEGEND AND DETAILS Adapter (Part A) (installs in controller cabinet) 1. Connect BROWN wire to one station output. 2. Connect RED wire to existing common wire. 3. Connect BLACK wire to the good field wire. Adapter (Part B) (bury ground where convenient) 1. Connect BLACK wire to existing zone wire. 2. Connect WHITE wire to existing common wire. 3. Connect RED and WHITE wires to the first control valve. 4. Connect BROWN and WHITE wires to the second control valve. R Co Parts - 1064 Serpentine Lane - Pleasanton, CA. 94566 Phone (925) 484-0382, Fax (925) 484-0158 INSTALLATION INSTRUCTIONS IRRIGATION SPRINKLER LEGEND -SPRAYS -----SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN -----• FIELD VERIFY FIELD VERIFY l\JRF ROTOR FIELD VERIFY FIELD VERIFY FIELD VERIFY 50 FULL CIRCLE -FIELD VERIFY FIELD VERIFY l\JRF ROTOR FIELD VERIFY FIELD VERIFY FIELD VERIFY 50 PART CIRCLE ~--.-PROVIDE-ANl:r1NSTALL NEW 1" CONTROL VALVE s-22 . -AOOACENT TO EXISTING CONTROL VALVE 8-8 AND 0 FIELD VERIFY FIELD VERIFY l\JRF ROTOR FIELD VERIFY FIELD VERIFY FIELD VERIFY 50 PART CIRCLE -INSTALL NEW IRRIGATION SYSTEM FOR VALVE 8-22 AS • MATCH EXISTNG MATCH EXISTING NEW l\JRF ROTOR (to motch exisl) --- --- ---50 FULL CIRCLE SHOWN. PROVIDE AND INSTALL ADD-A-ZONE SWITCHING 1---. DEVICE ADJACENT TO NEW VALVE B-22 AND CONNECT 0 MATCH EXISTNG MATCH EXISTING NEW l\JRF ROTOR (to motch exisl) --------50 PART CIRCLE (I) TORO 570Z-PRX-6P-COM-E 6" POP-UP SPRAY HEAD 0-T-10-360 10•• FT. 1.03 30 FULL CIRCLE .D. 570Z-PRX-6P-COM-E 0-T-10-180 10** FT. 0.57 30 HALF Q 570Z-PRX-6P-COM-E O-T-10-90 10•• FT. 0.23 30 QTR. l!I 570Z-PRX-6P-COM-E 0-T-8-360 a•• FT. 0.66 30 FULL 0 570Z-PRX-6P-COM-E O-T-8-180 a•• FT. 0.33 30 HALF • 570Z-PRX-6P-COM-E 0-T-8-90 a•• FT. 0.17 30 QTR. la 570Z-PRX-6P-COM-E O-T-5-360 5** FT. 0.26 30 FULL □ 570Z-PRX-6P-COM-E 0-T-5-180 5•• FT. 0.13 30 HALF m 570Z-PRX-6P-COM-E " 0-T-5-90 5** FT. 0.065 30 QTR. ** ALL NOZZLES SHOWN ARE THE NEW TORC PRECISION SERIES SPRAY NOZZLES. ADJUST NOZZLES FOR HEAD TO HEAD COVERAGE AND AS REQUIRED TO PREVENT OVERSPRAY. IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION EB Unknown Unknown EXISTING REMOTE CONTROL VALVE TO REMAIN OPERATIONAL [!] Add-A-Zone RC0860009 SWITCHING DEVICE ALLOWING TWO ELELCTRIC CONTROL VALVES TO SHARE ONE CONTROLLER STATION. REFER TO DETAIL D, THIS SHT. • GRISWOLD 2000 SERIES ELECTRIC CONTROL VALVE -SIZE NOTED*.. REFER TO DETAIL A, THIS SHEET ---EXISTING BURIED PRESSURE MAIN UNE PIPING. -----EXISTING BURIED NON-PRESSURE LATERAL UNE PIPING TO REMAIN -PROTECT IN PLACE. NEW BURIED NON-PRESSURE LATERAL UNE PIPING -USE PVC SCHEDULE 40 FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING AREAS AND FOR LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS -SIZE NOTED -USE PURPLE COLORED PIPE FOR FUTURE RECYCLED WATER AND BURY AT 12" MIN. DEPTH I ~ ~INDICATES AUTOMATIC CONTROLLER STATION NUMBER INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTIROL VALVES. INDICATES ELECTRIC CONTROL VALVE SIZE ••• LEGEND THE IRRIGATION CONTRACTOR SHAUL ADJUST THE THROTTLING STEM AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTIROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE. 17 ...---- <( PLAN 14 SECTION 4 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which moy hove been incorporated into these plans as a result. 7 2" IN SHRUB AREAS. 1" IN TURF AREAS. WITH EXISTING VALVE B-8 FOR INDEPENDENT STATION TIMING OF VALVES 8-8 AND 8-22. REFER TO MANUFACTURER'S INSTRUCTIONS AND ADD-A-ZO . i;..---- LAYOUT DETAIL ON THIS SHEET . B-22 1 " 9 ------------ _1- \ \ \@ I ® I \ \ I \ \ \ \ \ I \ \ \ I \ \ I • I \ \ I \ I \ I SCALE: 1 "= \ 1 o'-o" I \ I 7 2" ffi~jl =II' c .. ' I \ I I J. LEGEND 1 . 2. 3. AT TIME OF INSTALLATION, SET ROTOR FLUSH WITH ADJACENT WALK OR CURB AND 1/4" ABOVE FINISH GRADE IN OPEN AREAS FOR SODDED TURF AND FLUSH WITH ADJACENT WALK OR CURB AND 4" ABOVE FINISH GRADE IN OPEN AREAS FOR SEEDED TURF.* SIDEWALK OR CURB. 5" OR 6" POP-UP ROTOR HEAD. 4. LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. PVC TxT 90 DEGREE STREET ELL. 7. PVC SCHEDULE 80 NIPPLE -12" LONG. 8. FINISH GRADE. * ADJUST ANY RAISED SPRINKLER HEADS TO PROPER HEIGHT {1/4" ABOVE FINISH GRADE) PRIOR TO END OF MAINTENANCE PERIOD. 1. ELECTIRIC CONTROL VALVE. 2. RECTANGULAR VALVE BOX W/PURPLE BOLT DOWN COVER. HEAT BRAND CONTROULER DESIGNATION AND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. 9. 3/4" CRUSHED ROCK. 8" DEEP. * NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. 3. CHRISTY'S I.D.TAG -NUMBERED TO MATCH DRAWINGS. 4. FINISH GRADE. 5. 12" LONG SCHEDULE 80 TOE NIPPLE. 6. PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 10. CONTROL/COMMON WIRES FROM CONTROLLER. 11. PVC SCHEDULE 40 PIPE. 12. PVC SxS 90 DEG. ELL. 13. WIRE CONNECTOR. 14. MAIN LINE FITTING W/SOLVENT WELD OUTILET. 15. COIL WIRES PER SPECIFICATIONS. 16. CHRISTY'S RECYCLED WATER WARNING TAG POP-UP ROTOR HEAD SCALE: N.T.S. rp - / - - - ADJUST ARC ON EXISTING ROTOR TO DEGREE SHOWN. -- I I I 1, I I \ I I I ------- 1 ,, ( ( - ' LT T L 1 - ' ' ' ' ' I T j_ l T l ' ------ 1 " 1½ I I \ ( / I I ' ~ 275° / )( I \ ' ' ' ' ' ' • r ' ' ' ' ' L...P-'"-' I L ' \ ~ I \ ' /, ~ 1 j_ l-I 1 T I T I I LT I \ ' I l I I 3 I I I I I I j_ LT \ T \_ T ~ l l T I T I ~, RELOCATE EXISTING FULL CIRCLE ROTOR TO NEW LOCATION AS SHOWN. CONNECT TO EXISTING LATERAL LINE WITH NEW LATERAL LINE AS SHOWN AND ADJUST FOR PROPER COVERAGE * n -ITT'::'I 111 11 i1!11 I i1111 .. . 111m111rw1- 111 111~ 11" 11· 6 4 LEGEND 1. 6" POP-UP SPRAY HEAD. 2. WALK OR CURB. 3. FINISH GRADE. 4. LATERAL LINE PIPE. 5. PVC SxSx T TEE. 6. MARLEX 90' STREET ELL. 7. PVC SCHEDULE 80 NIPPLE -12" LONG. • 1" IN TURF AREAS. 3" IN PLANTING BEDS. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. 6" POP UP SPRAY HEAD ce SCALE: N.T.S. - [ -- " - RELOCATE EXISTING ROTOR TO NEW LOCATION, .-------1 RENOZZLE IF NECESSARY TO ACHIEVE NEW DREGREE OF ARC DESIGNATED. ---------0 108° 1~~ 1Y~ I \ j -~ t \ I • \ ) l ( • \ ~ ' \ ( I ~ \ I ) CUT AND CAP LATERAL 247° LINE PIPING. I I ,/ -- I 1 I I I I • I y \ I \ ' f ) ' ' ' ' ' ' ' ' ) I J ' ' ' '- I I I I I I /-'-._ '~ I ' I / 'v \ I '-----. I I '-----.,-✓ I I I I '-----. ) '-----. I I CONTROLLER Station Terminal Common Terminal--i C 2 3 Adapter (Part A) ID T I l I I I I I I x I I I I ' I I I I ~ C: wo f-E IE 3:o (.) I / 1yg1ve e-221 ADD-A-ZONE LAYOUT SCALE: N.T.S. rp e ., C " .n " I) C: ·c: ., E (l_ r--N :, .n I VJ <( I 0 C " "' " o._ "O ";J,- "O "O §, N 0 7. COMMON BRICK (4 REQUIRED). 8. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 17. RECYCLED WATER -DO NOT DRINK ,------------------------------,--7r--r-----,---------------------,---,,-==:-:--:--=====-----,---------------------------------12 APPROVAL RECOMMENDED: @P ELECTRIC CONTROL VALVE SCALE: N.T.S. ae d.d. Pagano inc. IRRIGATION CONSULTANTS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 1 01/11 RECORD DRAWINGS MWB MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER 0 I CX) r-- "' "' 0 I ... "' :;:, DESIGNED: DRAWN: e---l-------1----------------------1-----r:::==:::---r::-::-:=---+-----------------------,----------,ro r-- MP NO. DA1E DESCRIPTION OF REVISIONS APPROVED CHECKED: MP DATE: "' f-----------i (J) ;3-SHEET OF MWB AUG 2009 >----------------------------------------------------------------~-----------------------------~-~----~--------------------~---~----~-----~----------------------~-------~o._ DEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 C-4134 PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 GENERAL NOTES EASTBLUFF PARK RECYCLED WATER RETROFIT SHEET INDEX LOCATION MAP P-5175-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 VICINITY MAP F W O C ALI TY CI O F N E N I AR A H C RTOP B E 1 EASTBLUFF PARK TITLE SHEET, GENERAL NOTES, AND VICINITY MAP CITY OF COSTA MESA CJ PROJECT LOCATION JOHN WAYNE ,> AIRPORT ,f NOT TO SCALE '.r 4p CITY OF IRVINE ~ u1111JERS1n' PROJECT VICINITY 1 ' PROJECT CONTACTS AGENCY CITY OF NEWPORT BEACH (PROJECT MANAGER) CITY OF NEWPORT BEACH {EASTBLUFF PARK) CITY OF NEWPORT BEACH {PARK MAINTENANCE) CITY OF NEWPORT BEACH CROSS CONNECTION CITY OF NEWPORT BEACH (UTILITIES) UNDERGROUND SERVICE ALERT ORANGE COUNTY WATER DISTRICT ORANGE COUNTY HEALTH CARE AGENCY STATE OF CALIFORNIA -DEPARTMENT OF PUBLIC HEALTH CONTACT PERSON PHONE NUMBER IRIS LEE (949) 644-3323 {949) 644-3163 RANDY KEARNS {949) 644-3082 CASEY PARKS (949) 718-3428 {949) 644-3011 (DAY) {800) 422-4133 CHARLES STEINBERGS (714) 378-3229 MARTY FRIEBERT {714} 433-6286 OLIVER PACIFICO (714) 558-4997 BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BENCHMARK: ELEVATION: 100.1 FEET THE VERTICAL CONTROL FOR THIS PROJECT IS BASED ON THE NORTH WEST CORNER OF THE RECYCLED WATER METER VAULT LOCATED ON VISTA DEL ORO. PUBLIC WORKS DEPARTMENT APPROVED: __________________ _ DATE: _____ _ APPROVED: __________________ _ DATE: _____ _ RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this informatian is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. TETRA TECH, INC. 16241 Laguna Canyon Raad, Suite 200 Irvine, California 92618 (949) 727-7099 (949) 727-709 FAX 1H . . C36399 TETRA TECH, INC t: ::, ...J f!! r.tJ L} EASTBLUFF PAR NOT TO SCALE APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: MARK HARMON GEORGE MURDOCH GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR DATE: _______ DATE: ______ _ APPROVAL RECOMMENDED: LAURA DETWEILER RECREATION AND SENIOR SERVICES DIRECTOR DATE: ______ _ 1. THE CONSTRUCTION OF THE WATER AND RECYCLED WATER IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PRQYISION, DESIGN CR[ERIA STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" LATEST CITY-APPRQYED EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS AND UTILITY CROSSINGS PRIOR TO BEGINNING ACTUAL CONSTRUCTION. 4. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THE WORK SHALL BE MADE BY THE CONTRACTOR, WHO SHALL COMPARE IT WITH THE PLANS AND SATISFY HIMSELF TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND CONFLICTS OR OMISSIONS, ETC. SHALL BE REPORTED TO THE CITY BEFORE PROCEEDING WITH ANY WORK. 5. PERMISSION TO SHUT OFF IRRIGATION WATER AND DOMESTIC WATER TO BUILDING SHALL BE APPROVED BY THE CITY'S ENGINEER PRIOR TO SHUT-OFF. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. THE CONTRACTOR SHALL REQUEST IRRIGATION INSPECTION FROM THE PARKS DIVISION OF GENERAL SERVICES 48 HOURS IN ADVANCE OF INSPECTION AT (949) 644-3082, RANDY KEARNS, PARK SUPERVISOR. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN {5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR{S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7. ABOVE FROM CAL-OSHA. 9. THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWING STD-510-L-A. 10. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 11. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 12. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVIE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 13. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 14. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY. PARK SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AND PARKING LOTS AFFECTED BY HIS CONSTRUCTION. 15. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 16. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE REGIONAL WATER QUALITY CONTROL BOARD. 17. ALL EXISTING IRRIGATION SYSTEMS AT EASTBLUFF PARK SHALL REMAIN OPERATIONAL UNTIL THE NEW IRRIGATION SYSTEM CAN BE PLACED INTO SERVICE. DAMAGE TO ANY EXISTING IRRIGATION SYSTEM AT EASTBLUFF PARK CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 18. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO HARDSCAPE, LANDSCAPING AND SIGNS AT EASTBLUFF PARK. 19. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CITY. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 20. ALL NEW RECYCLED AND POTABLE WATER PIPING AND APPURTENANCES SHALL BE INSTALLED WITH SECTION 15151 IDENTIFICATION TAPES, WARNING TAGS/LABELS AND/OR PAINTED AS SPECIFIED IN PROJECT SPECIFICATIONS. 21. ALL PIPING SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L AND THESE SPECIFICATIONS. 22. ALL DUCTILE IRON PIPING AND FITTINGS BURIED UNDERGROUND SHALL BE PROTECTED FROM CORROSION WITH A MINIMUM EIGHT (8) MIL THICK POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH ANSI A21.5 AND AWWA C105. 23. ALL EXPOSED PIPING, VALVES AND APPURTENANCES WHICH ARE ABOVE GROUND OR IN VAULTS SHALL BE PAINTED PER PROJECT SPECIFICATIONS. 24. TEST ALL NEW MAINS AT A STATIC PRESSURE OF 200 PSI. 1 TITLE SHEET, GENERAL NOTES AND VICINITY MAP. 2 RETROFIT NOTES AND LEGEND 3 SITE PLAN 4 SERVICE IMPROVEMENTS AND DETAILS 5 DETAILS 6 DETAILS 7 IRRIGATION NOTES AND LEGEND 8 EASTBLUFF PARK IRRIGATION PLAN 9 EASTBLUFF PARK IRRIGATION PLAN 10 VISTA DEL SOL IRRIGATION PLAN 11 IRRIGATION DETAILS 12 IRRIGATION DETAILS 13 VISTA DEL SOL ELECTRICAL SITE PLAN REVIEWED: IRIS LEE, RCE 65329 SENIOR CI\IIL ENGINEER DESIGNED: DRAl'fN: SHD SHD CHECKED: DA TE: Ml\{! AUG 2009 SHEET OF 0 L "' C 0 _() 0 0 C L "' E Q_ 0 n .. - -~ CXJ ~ 0 "' '< SJ 0 _J f--- f--- '3' I 0 I m w / " SJ 0 u / N 0 0 CXJ 0 I CXJ r---n Ol 0 I st-n / <Xl r---n OJ 0 / Q_ P-5175-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 132 EASTBLUFF PARK RETROFIT NOTES AND LEGEND DISCLAIMER RECYCLED WATER GENERAL NOTES FOR CITY OF NEWPORT BEACH PARK MAINTENANCE STAFF 1. CllY OF NEWPORT BEACH'S PARK MAINTENANCE STAFF SHALL COMPLY WITH THE "RECYCLED WATER USER AGREEMENT" WITH ORANGE COUNlY WATER DISTRICT (OCWD) WHICH INCORPORATES CITY OF NEWPORT BEACH'S (CNB) RULES AND REGULATIONS FOR RECLAIMED WATER SERVICE. 2. IT SHALL BE THE RESPONSIBILllY OF CNB PARK MAINTENANCE STAFF TO ENSURE THAT ALL OPERATIONS PERSONNEL ARE TRAINED IN AND FAMILIARIZED WITH THE USE OF RECYCLED WATER, AND ARE FAMILIAR WITH CNB'S RULES AND REGULATIONS FOR RECLAIMED WATER SERVICE. A COPY OF THESE RULES AND REGULATIONS SHALL BE KEPT ON SITE AT ALL TIMES. 3. THE OPERATION AND SURVEILLANCE OF THE ONSITE RECYCLED WATER SYSTEM SHALL BE UNDER THE MANAGEMENT OF THE ONSITE SUPERVISOR DESIGNATED BY CNB. 4. RECYCLED WATER SERVICE AREA SHALL BE RESTRICTED TO THOSE AREAS EXPLICITLY APPROVED BY CNB AND THE COUNlY HEALTH DEPARTMENT. 5. ALL RECYCLED WATER IRRIGATION SPRINKLER HEADS SHALL BE ADJUSTED BY CNB PARK MAINTENANCE STAFF TO ELIMINATE OVERSPRAY ONTO NON-LANDSCAPED AREAS INCLUDING BUT NOT LIMITED TO BUILDINGS, SIDEWALKS, PARKING LOTS, ASPHALT AREAS, AND ROADS. 6. CONDITIONS THAT DIRECTLY OR INDIRECTLY CAUSE A RUN-OFF OF RECLAIMED WATER OUTSIDE THE APPROVED RECYCLED WATER USE AREA, OR CAUSE PONDING OF RECYCLED WATER OR PERMIT WINDBLOWN SPRAY TO PASS OUTSIDE OF THE APPROVED USE AREA, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION, SHALL BE ELIMINATED OR CONTROLLED TO THE GREATEST EXTENT POSSIBLE WITH THE USE OF THE BEST PRACTICABLE TECHNOLOGY AND METHODOLOGY. 7. CROSS-CONNECTIONS BETWEEN THE RECYCLED WATER SYSTEM AND THE POTABLE WATER SYSTEM ARE STRICTLY PROHIBITED. 8. HOSE BIBS ON THE RECYCLED WATER SYSTEM ARE STRICTLY PROHIBITED. 9. THE OPERATION OF THE RECYCLED WATER SYSTEM SHALL BE DURING PERIODS OF MINIMAL USE OF THE RECLAIMED WATER SERVICE AREA BY THE GENERAL PUBLIC. 10. CNB PARK MAINTENANCE STAFF MUST OBTAIN PRIOR APPROVAL FROM CNB CROSS CONNECTION INSPECTOR FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE FACILITIES INCLUDING MODIFYING THE RECYCLED WATER SERVICE AREA. 11. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECYCLED WATER. 12. 13. 14. 15. 16. 17. IDENTIFICATIOft. BY MEANS OF PURPLE COLOR CODING, STENCILING AND WARNING TAPt.S, WILL BE REQUIRED FOR ALL NEW OR EXPOSED RECYCLED WATER PIPING, VALVES AND OTHER APPURTENANCES Wf~~~~t~~s.BW1~L~Es RWoJl~~ ~g~o~Lf0J>~Gof~~~!,~% ~~ABLE WATER PIPING, VALVES AND OTHER APPURTENANCES A MINIMUM OF 4-FOOT OUT-TO-OUT HORIZONTAL SEPARATION BETWEEN RECYCLED WATER MAINS AND POTABLE WATER MAINS MUST BE MAINTAINED AT ALL TIMES. CONSTANT PRESSURE RECYCLED WATER LINES CROSS AT LEAST 12 INCHES BELOW POTABLE WATER LINES AND MAINTAIN A MINIMUM 12 INCH CROSSING SEPARATION BETWEEN OTHER UllUllES. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN 12 INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND A MINIMUM OF 4 FEET FROM EACH SIDE OF THE CENTERLINE OF THE POTABLE WATER LINE, FOR A TOTAL OF 1 0 FEET. A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CITYA AND THE LOCAL HEALTH DEPARTMENT SHALL BE CONDUCTED PRIOR TO NY USE OF RECYCLED WATER. SYMBOL LEGEND • POWER POLE --OW-EXISTING POTABLE WATER MAIN 0 MANHOLE ---e-- -EXISTING NON-PRESSURE LATERAL LINE WITH SPRINKLERS '1 FIRE HYDRANT - ----PROPERlY LINE D METER BOX ---Ci.---CENTERLINE ----------(0--------EXISTING VALVE ----S----SEWER LINE POWER POLE ANCHOR ------W-WATER LINE 6 MONUMENT ---G-- -GAS LINE ( FENCE x-x-x---E--POWER LINE , BLOCK WALL ,, f,. 0 TREE I·. -lB. -TELEPHONE LINE -lV--CABLEVISION LINE ~ oc SHRUBBERY ~ ASPHALT PAVEMENT ........ ...,_ --3=--EXISTING PRESSURE IRRIGATION MAIN -::;;,-EXISTING ELECTRIC CONTROL VALVE I:~~~ BRICKWALK ---0-EXISTING QUICK COUPLING VALVE • . I ....a. • • . . • .. .• ·: CONCRETE ...... .:.J ---1-':....I...--,, :::! ,, -.L/ L.(.(U 21 BUILDING @ PROPOSED DRINKING FOUNTAIN <=JI/ EXISTING DRINKING FOUNTAIN . -··n STREET LIGHT II] PROPOSED REDUCED PRESSURE BACK FLOW PREVENTER ASSEMBLY //-+-FIELD LIGHTS ~ PROPOSED METER ~ PROPOSED SIGN 6 PROPOSED QUICK COUPLER RETROFIT REQUIREMENTS FOR CONTRACTOR 1. PRIOR TO CONNECTION OF THE ONSITE IRRIGATION SYSTEM TO THE RECYCLED WATER SERVICE CONNECTION, A CROSS-CONNECTION TEST AND OPERATIONAL TEST SHALL BE PERFORMED. THE CROSS-CONNECTION CONTROL TEST SHALL BE CONDUCTED BY CNB, ORANGE COUNlY WATER DISTRICT, THE ORANGE COUNlY HEALTH CARE AGENCY, AND STATE OF CALIFORNIA DEPARTMENT OF PUBLIC HEALTH AND SHALL CONSIST OF SHUTTING DOWN THE ONSITE POTABLE AND RECYCLED WATER SYSTEMS TO CONFIRM THE PHYSICAL SEPARATION OF THE RECLYCLED WATER SYSTEM FROM THE POTABLE WATER SYSTEM. THE EXACT TESllNG PROCEDURES WILL BE DEVELOPED BY THE ORANGE COUNlY HEALTH CARE AGENCY IN CONJUNCTION WITH CNB. THE OPERATIONAL TEST SHALL CONSIST OF A COVERAGE TEST OF THE ONSITE RECYCLED WATER IRRIGATION SYSTEM TO ENSURE THAT THE OVERSPRAY AND RUNOFF IS CONTROLLED. 2. THE PARK MAINTENANCE OR CNB UTILITIES PERSONNEL SHALL PERFORM ANY MODIFICATIONS WHICH MAY BE NECESSARY TO ELIMINATE CROSS-CONNECTIONS UNLESS THE CONTRACTOR IS INSTRUCTED TO PERFORM THE WORK AS A CHANGE ORDER. 3. WITHIN EASTBLUFF PARK, A MINIMUM OF FIVE (5) SIGNS SHALL BE INSTALLED IDENTIFYING THE USAGE OF RECYCLED WATER ON SITE (SEE SITE PLAN FOR APPROXIMATE LOCATION) THE EXACT LOCATION SHALL BE APPROVED BY THE LOCAL HEALTH AGENCY. SEE PROJECT SPECIFICATIONS. 4. THE NEW AND EXISTING DRINKING FOUNTAINS WILL NEED TO BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION. SOME HAVE BEEN LOCATED TO MEET THIS REQUIREMENT, OTHERS WILL NEED TO BE CONSTRUCTED WITH A PROTECTIVE STRUCTURE AS SHOWN ON THESE CONSTRUCTION PLANS. 5. ALL HOSE BIBS ON THE POTABLE WATER SYSTEM WITHIN THE PARK BUILDINGS SHALL BE INSTALLED WITH A POTABLE WATER WARNING TAG AND SHALL HAVE ATMOSPHERIC VACUUM BREAKERS INSTALLED. 6. QUICK COUPLERS ON THE POTABLE WATER SYSTEM SHALL BE OF THE SAME TYPE AND MANUFACTURER AND SHALL NOT BE INTERCHANGEABLE WITH QUICK COUPLERS ON THE RECLAIMED WATER SYSTEM. THE QUICK COUPLERS WILL NEED TO HAVE IDENTIFICATION TAGS AND THE COVERS LABELED. 7. QUICK COUPLERS ON THE RECYCLED WATER SYSTEM SHALL BE OF THE SAME lYPE AND MANUFACTURER AND SHALL NOT BE INTERCHANGEABLE WITH QUICK COUPLERS ON THE POTABLE WATER SYSTEM. THE QUICK COUPLERS WILL NEED TO HAVE RECYCLED WATER TYPE LID (PURPLE) OR BE PLACED INSIDE A QUICK COUPLER BOX AND ATTACH A PURPLE RECLAIMED WATER WARNING TAG. 8. A 4-FOOT HORIZONTAL SEPARATION OF THE POTABLE WATER PIPELINE AND IRRIGATION/RECYCLED WATER MAINS SHALL BE MAINTAINED AT ALL TIMES. COMMON TRENCH CONSTRUCTION SHALL NOT BE PERMITTED. 9. VERTICAL SEPARATION OF NEW SYSTEMS SHALL BE LOCATED FROM THE GROUND SURFACE IN ORDER OF DESCENDING QUALITY. POTABLE WATER SHALL BE ABOVE RECYCLED WATER. MINIMUM VERTICAL SEPARATION SHALL BE ONE FOOT BETWEEN TOP AND BOTTOM SURFACES OF PIPES. EXCEPTIONS TO THIS GENERAL RULE ARE AS FOLLOWS: A. ON IRRIGATION SYSTEMS WHERE INTERMITTENTLY PRESSURIZED RECYCLED WATER LINES (LATERALS) SERVE SPRINKLER HEADS, THE POTABLE WATER LINE MAY BE PLACED UNDER THE RECYCLED WATER LATERAL NO SPECIAL CONSTRUCTION REQUIREMENTS ARE NECESSARY PROVIDED THAT ONE FOOT VERTICAL SEPARATION IS MAINTAINED. B. ON SITES USING PRESSURIZED IRRIGATION LATERALS WITH VALVE-IN-HEAD SPRINKLERS, THE POTABLE WATER LINE MAY BE PLACED UNDER THE RECYCLED WATER LATERALS IF ADDITIONAL PROTECTION IS PROVIDED FOR THE POTABLE WATER LINE. COMMON PRACTICES INCLUDE SLEEVING THE POTABLE WATER LINE WITH PVC PIPE A MINIMUM OF FOUR (4) FEET EACH SIDE OF THE CROSSING. C. IF THE NEW POTABLE WATER LINE MUST BE INSTALLED BELOW AN EXISTING CONSTANT PRESSURE IRRIGATION/RECYCLED WATER LINE, THEN THE NEW POTABLE WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE OF THE CENTERLINE OF THE IRRIGATION/RECYCLED WATER LINE, FOR A TOTAL OF 10 FEET. THE SLEEVE SHALL BE IDENTIFIED AS POTABLE WATER {BLUE WARNING TAPE). D. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN 12 INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND A MINIMUM OF 4 FEET FROM EACH SIDE OF THE CENTERLINE OF THE POTABLE WATER LINE, FOR A TOTAL OF 10 FEET. THE SLEEVE SHALL BE IDENTIFIED AS RECLAIMED WATER (EITHER PURPLE PVC OR PURPLE WARNING TAPE). 10. CARE SHALL BE EXHIBITED TO LIMIT OPERATIONAL SHUT DOWN OF THE EXISTING IRRIGATION AND SWITCH-OVER PROCEDURES IN ORDER TO PREVENT EXISTING PLANT MATERIAL FROM DYING. ANY PLANT MATERIAL LOST AS A RESULT OF DISRUPTION OF THE IRRIGATION SYSTEM DUE TO CONSTRUCTION/SWITCH-OVER ACTIVITIES SHALL BE REPLACED IN KIND AND SIZE. TURF SHALL BE REPLACED BY SOD. ABBREVIATIONS ABD AC {.B. CLR. CNB. CONT. CSG D.I. D.I.P. D.W. ELEV. EXIST. FG FH FL G.B. INV IRR MIN. MJ M.W.D. o.c. O.C.W.D. O.D. P.C.C. PE PO PROP. PVC PW RPPD RW s SD ss STA. ABANDONED ASPHALT CONCRETE CATCH BASIN CENTERLINE CLEARANCE CllY OF NEWPORT BEACH CONTINUOUS CASING DUCTILE IRON DUCTILE IRON PIPE DOMESTIC WATER ELEVATION EXISTING FINISHED GRADE FIRE HYDRANT FLANGED GRADE BREAK INVERT ELEVATION IRRIGATION MINIMUM MECHANICAL JOINT METROPOLITAN WATER DISTRICT ON CENTER ORANGE COUNlY WATER DISTRICT OUTSIDE DIAMETER PORTLAND CEMENT CONCRETE PLAIN END PUSH ON PROPOSED POLYVINYL CHLORIDE POTABLE WATER REDUCED PRESSURE PRINCIPAL DEVICE RECYCLED WATER SEWER STORM DRAIN STAINLESS STEEL WATER LINE STATION IDENTIFICATION OF ONSITE FACILITIES (TO BE DONE BY CONTRACTOR)RECYCLED WATER ONSITE IDENTIFICATION REQUIREMENTS GENERAL (TO BE DONE BY CONTRACTOR) THE PARKS ONCE RETROFlTTED, WILL CONTAIN MULTIPLE WATER SYSTEMS WITHIN THE SITE (I.E.: RECYCLED WATER FOR IRRIGATION, AND POTABLE WATER FOR DOMESTIC PURPOSES). THESE FACILITIES WILL NEED TO BE IDENTIFIED IN ORDER TO CLEARLY DISTINGUISH ONE FROM ANOTHER. THEREFORE, THE FOLLOWING WILL BE REQUIRED: 1. THE EXPOSED PORTION OF RECYCLED WATER PIPELINES, VALVES, AND OTHER APPURTENANCES SHALL BE PAINTED PURPLE. AND INSTALLED WITH WARNING TAG TO DISTINGUISH CLEARLY THAT IT IS A RECYCLED WATER FACILITY. 2. ALL NEW UNEXPOSED RECYCLED WATER PIPES SHALL BE IDENTIFIED AS WELL, PVC PIPE SHALL BE PURPLE AND METALLIC PIPE SHALL BE INSTALLED WITH WARNING TAPE. 3. ALL RECYCLED WATER OUTLETS SHALL BE POSTED WITH BILINGUAL PRECAUTIONARY WARNING TAGS OR LABELS WITH THE WORDING "WARNING: RECYCLED WATER - DO NOT DRINK", AND "AVISO AGUA IMPURA -NO TOMAR". 4. MAIN SHUT-OFF VALVES SHALL BE CLEARLY IDENTIFIED TO DISTINGUISH BETWEEN RECYCLED WATER AND POTABLE WATER SYSTEMS. 5. THE EXPOSED PORTION OF POTABLE WATER PIPELINES, VALVES, AND OTHER APPURTENANCES SHALL BE PAINTED BLUE. AND INSTALLED WITH WARNING TAGS TO DISTINGUISH CLEARLY THAT IT IS A POTABLE WATER FACILITY. 6. ALL NEW UNEXPOSED POTABLE WATER PIPES SHALL BE IDENTIFIED AS WELL, WITH WARNING TAPE. POTABLE WATER ONSITE IDENTIFICATION REQUIREMENTS (TO BE DONE BY CONTRACTOR) ALL NEW BURIED ONSITE POTABLE WATER PIPING SHALL BE IDENTIFIED AS POTABLE WATER BY USING A BLUE COLOR CODE DIFFERENTIATING THEM FROM RECYCLED WATER PIPING. THIS IDENTIFICATION SHALL BE DONE BY INSTALLING BLUE IDENTIFICATION (WARNING) TAPE AS DESCRIBED BELOW: 1. ALL NEW CONSTANT PRESSURE COPPER OR DUCTILE IRON PIPING CARRYING POTABLE WATER SHALL BE IDENTIFIED WITH WARNING TAPE. WARNING TAPE SHALL BE BLUE IN COLOR WITH WORDS "POTABLE WATER" IMPRINTED IN MINIMUM ONE-INCH HIGH LETTERS, BLACK OR WHITE IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. WARNING TAPE SHALL BE A MINIMUM OF THREE INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASllC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FlVE FEET ON CENTER. 2. ALL EXISTING VALVE BOXES {GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) FOUND ON THE POTABLE WATER IRRIGATION SYSTEM SHALL BE BRANDED IN THE CENTER OF THE COVER WITH THE LETTERS "POTABLE WATER". LETTERS SHALL BE A MINIMUM OF 1/2-INCH HIGH. 3. CONTRACTOR SHALL TAG ALL POTABLE WATER VALVES WITH POTABLE WATER TAGS (MANUFACTURED BY CHRISlY ID-MAX-B2-PW015 OR APPROVED EQUAL). ALL POTABLE WATER VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) SHALL HAVE ONE TAG PLACED ON THE VALVE WITHIN THE BOX. TAGS SHALL BE WEATHERPROOF PLASTIC, THREE-INCH BY FOUR-INCH, WITH WHITE OR BLACK LETTERING ON BLUE BACKGROUND STATING "POTABLE WATER" ON ONE SIDE AND "AGUA PARA TOMAR" ON THE OTHER SIDE. TAGS SHALL BE AFFIXED TO THE VALVE WITH A NYLON TIE WRAP. 4. ALL POTABLE WATER IRRIGATION QUICK COUPLING VALVES SHALL HAVE A TAG AFFIXED TO THEM TAGS SHALL BE WEATHERPROOF PLASTIC, THREE-INCH BY FOUR-INCH, WITH WHITE BACKGROUND AND BLACK LETTERING STATING "POTABLE WATER" ON ONE SIDE AND "AGUA PARA TOMAR" ON THE OTHER SIDE. ONE TAG SHALL BE ATTACHED TO EACH DEVICE WITH A NYLON TIE WRAP. THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILllY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for Its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 1. ALL NEW BURIED ONSITE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE MARKED AS FOLLOWS. PVC PIPE MUST BE EXTRUDED PURPLE-COLORED SCHEDULE 40 MIN. PVC PIPE WITH CONTINUOUS WORDING "CAUTION-RECYCLED WATER, DO NOT DRINK" PRINTED ON OPPOSITE SIDES OF THE PIPE. THE USE OF CONTINUOUS LETTERING ON 3-INCH MIN. WIDTH PURPLE TAPE WITH 1-INCH BLACK CONTRASTING LETTERING BEARING THE CONTINOUS WORDING "CAUTION-RECYCLED WATER" PERMANENTLY AFFIXED AT 5-FOOT INTERVALS ATOP ALL HORIZONTAL PIPING, LATERALS AND MAINS IS AN ACCEPTABLE ALTERNATIVE TO THE PURPLE PIPE. 2. ALL NEW RECYCLED WATER PIPING ABOVE GROUND OR IN VAULTS, INCLUDING ADAPTERS AND FlTTINGS, SHALL BE PAINTED PURPLE IN COLOR (COLOR CODE 512). BLACK STENCILING SHALL APPEAR ON BOTH SIDES OF THE PIPE WITH THE MARKING "CAUTION - RECYCLED WATER" IN 1-INCH LETTERS REPEATED EVERY THREE FEET. 3. ALL NEW VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) ON THE RECYCLED WATER SYSTEM SHALL BE PURPLE (PANTONE 512) AND HAVE THE WORDS "RECYCLED WATER" IN WHITE LETTERS ON TOP. 4. CONTRACTOR SHALL BRAND ALL EXISTING VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES, OR ELECTRICAL CONTROL VALVES) FOUND ON THE RECYCLED WATER SYSTEM IN THE CENTER OF THE COVER WITH THE LETTERS "RECYCLED WATER". LETTERS MUST BE A MINIMUM OF 1/2". 5. PURPLE BACKGROUND WARNING LABELS STATING "ATTENTION -CONTROLLER UNIT FOR RECYCLED WATER", AND "ATENCION -UNIDAD CONTROLADORA DEL AGUA RECUPERADA", WILL NEED TO BE ATTACHED TO THE COVER OF ALL IRRIGATION CONTROLLER UNITS BY THE CONTRACTOR {CHRISlY'S PART NO. 41 00 OR APPROVED EQUAL). 6. ALL RECYCLED WATER APPURTENANCES INCLUDING THE IRRIGATION VALVE BOXES (GATE VALVES, MANUAL CONTROL VALVES OR ELECTRICAL CONTROL VALVES) SHALL HAVE A WARNING TAG AFFIXED TO THEM BY THE CONTRACTOR. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", WITH PURPLE BACKGROUND AND BLACK LETTERING STATING 'WARNING -RECYCLED WATER DO NOT DRINK", AND "AVISO AGUA IMPURA NO TOMAR", ON ONE SIDE AND THE "DO NOT DRINK" LOGO ON THE OTHER SIDE. TAGS SHALL BE AS MANUFACTURED BY CHRISlY (ID-MAX-P2-RC009) OR APPROVED EQUAL. (T. CHRISlY ENT.; 655 E. BALL ROAD, ANAHEIM, CA 92805). B. ONE TAG WILL BE ATTACHED TO EACH DEVICE WITH A NYLON TIE WRAP. 7. ALL EXISTING MANUAL VALVES LOCATED ON THE RECYCLED WATER SYSTEM SHALL HAVE THEIR COVERS PAINTED PURPLE. ST. LT. ST. STA. TOW STREET LIGHT r--",. -,.-,.-,.-.. -~~--------------------,...,_ /1_\-.----.-------------------,----,r-:A::P::PR:::O:-::VA~L-=R::EC::OM::-::-::MEN=Drn=-: -.-----------------------------i fo~Eg.~:rLoN TETRA TECH, INC. /1\ 01/11 RECORD DRAWINGS MWB VICT (~~:i ®__.-INDICATOR EXIST. AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER X -----INDICATOR EXIST. ELECTRIC CONTROL VALVE SIZE VICTAULIC 11; 'f;!}'rESSio1v_,( 16241 Laguna Canyon Road, Suite 200 ~.., \.. fp_.,~ '4' Irvine, California 92618 ~ 1 e_: f,, S. (949) 727~7099 / ._,, ~ ~ _., -:z. (949) 727-709 FAX '/t No. 36JW "' 1 ~ * Exp. 06-30-10 * 1---+-----+-------------------+----1 MICHAEL SINACORI, RCE 46214 ASSISTANT OlY ENGINEER ~ dOll!Jo ~ _.,I'< IV I\. r,ef- --lH--'-OM_A __ S_L-EP'-P.._ER __ -f'F--R-'.C'-.E-C--J-eJ __ g_g_ or C~l 1' lETRA lECH, INC DESIGNED: DRA Mol: SHD SHD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: MWB OCT 2009 SHEET OF e " C C ..c C u C ;: " E Q. 0 I") .. ~ ~ ' CX) ' ~ 0 "' lt -c c..J 0 ~I N cl ~ -c -c C ;3- ~ 0 CX) 0 I CX) I'-I") m 0 .,I. I") ;:, CX) I'-I") m ;!, a: P-5175-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 133 EASTBLUFF PARK SITE PLAN -, ' I ' I I I I I • ,/ i/ ,./,,/ /,/ :'RECYCLED WATER -SERVIC ~ AREA - --/ / \ --.': -------- r(/ ,L~ ~-(I -' ~:=~--ccc ~ . --, __ I I I I I \ I - RECYCLED WATER----- SERVICE AREA ' ' I I I X \ I \ I X ----1 0 I I \ '1~:-. \ \ ·T, I I I -'--.-~ --------------. SEE DETAIL--+---~ FOR IMPROVEM TS TO-EXISTING 'f)OMESTIC WATE~ SERVICE ' ---- ---6 10 (SEE PARK NOTE 12) I TO IRRIGATIQ \• (SEE PARK1J>,JOTE 12)__ L----- CONSTRUCTION NOTES: (D CONSTRUCT 2" lYPE K COPPER TUBING WITH BLUE IDENTIFICATION TAPE. @ CONSTRUCT 2" POTABLE WATER BALL VALVE PER DETAIL ~ @) CONSTRUCT 2" 45" COPPER ELBOW. '\:D © CONSTRUCT 2" 90" COPPER ELBOW. @) CONSTRUCT 2" COPPER TEE. @ CONSTRUCT CONNECTION TO EXISTING 2" POTABLE WATER PIPING ENTERING THE RESTROOM. SEE NOTE NO. 1. (J) CONSTRUCT 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, FEBCO MODEL 825Y OR APPROVED EQUAL PER CNB DWG. NO. STD-520-L-A. INSTALL A BACKFLOW PREVENTER EXPANDED METAL ENCLOSURE, GS-2 GUARDSHACK MANUFACTURERED BY BACKFLOW PREVENTION DEVICE INNCLOSURES OR APPROVED EQUAL. CONTRACTOR SHALL LAYOUT PIPING TO FIT INSIDE ENCLOSURE. CONCRETE PAD SHALL BE SIZED PER MANUFACTURER RECOMMENDATIONS. ENCLOSURE SHALL BE PAINTED. COLOR TO BE SELECTED BY THE CllY. LU @ CONSTRUCT DRINKING FOUNTAIN WITH OVERSPRAY PROTECTOR PER DETAIL'\:D @ CONTRACTOR SHALL TRENCH THROUGH EXISTING BATTING CAGES AND PROTECT EXISTING CHAIN LINK ENCLOSURE IN PLACE. ALTERNATIVELY, THE CONTRACTOR MAY ELECT AT NO ADDITIONAL COST TO THE CllY TO BORE AND JACK A 14" I.D. STEEL CASING PIPE WITH 4" PVC PIPE WITH RESTRAINED JOINTS BENEATH THE EXISTING BATTING CAGES AND EXISTING A.C. PAD. PER DETAIL EB @ CONSTRUCT 1" POTABLE WATER QUICK COUPLING VALVE PER DETAIL EB (U) CUT AND CAP EXISTING PIPE PER DETAIL EB 6 @ REMOVE AND DISPOSE EXISTING DRINKING FOUNTAIN. REMOVE AND DISPOSE 3'X4' CONCRETE PAD AND REPLACE WITH SOD. 0 CONTRACTOR SHALL INSTALL A HOSE BIB ATMOSPHERIC VACUUM BREAKER ON EXISTING POTABLE WATER HOSE BIBS AT THE RESTROOM BUILDING. @ CONTRACTOR SHALL INSTALL A POST-MOUNTED RECYCLED WATER USE AREA SIGN PER PROJECT SPECIFICATIONS. SEE THE IRRIGATION PLANS FOR THE REMAINING LOCATIONS OF THE RECYCLED WATER USE AREA SIGNS. @ CONTRACTOR SHALL INSTALL A FENCE-MOUNTED RECYCLED WATER USE AREA SIGN ~ @ TYPICAL TRENCH SECTION PER DETAIL~ @ CONSTRUCT 4" D.I. 45" BEND (PO X PO). @ CONSTRUCT 4" PVC C-900 PIPE, DR-14 (CL200 PER AWWA C900-97) @ CONSTRUCT 4" D.I. 90" BEND (PO X PO). @ REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING 2" PW. @ CONSTRUCT THRUST BLOCK PER CNB DWG. NO. STD-510-L-A. PARK CONSTRUCTION NOTES: 1. TYPICAL WORKING HOURS WITHIN THE EASTBLUFF PARK SHALL BE 7:00 AM TO 3:00 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. 2. CONTRACTOR SHALL MAINTAIN THE PARK IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY. PARK SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP OF ADJACENT STREETS AND PARKING LOTS AFFECTED BY HIS CONSTRUCTION. 3. ALL LANDSCAPING AND GRASSED AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION PER THE PROJECT SPECIFICATIONS. ALL DAMAGED/DISTRURBED LANDSCAPING SHALL BE REPAIRED IN KIND TO THE SATISFACTION OF THE CITY. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE PARK MAINTENANCE SUPERVISOR. CONTRACTOR SHALL ALSO RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING THE CONSTRUCTION INCLUDING, BUT NOT LIMITED TO HARDSCAPE AND SIGNS. ALL OF THE ABOVE RESTORATION/REPAIR/REPLACEMENT WORK SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. ALL EXISTING IRRIGATION SYSTEMS SHALL REMAIN OPERATIONAL. DAMAGE TO ANY EXISTING IRRIGATION SYSTEM CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 5. THE CITY DOES NOT HAVE AS-BUILT PLANS FOR THE EXISTING IRRIGATION AND POTABLE WATER SYSTEMS ONSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, DEPTH AND TYPE AND SIZE OF PIPE FOR ALL PROPOSED CONNECTIONS TO THE EXISTING FACILITIES. 6. THE CONTRACTOR WILL BE CROSSING EXISTING IRRIGATION (PRESSURE AND NON-PRESSURE) MAINS AND CONTROL WIRES THROUGHOUT THE PARK. DUE TO THE LACK OF EXISTING PLANS, THE PARK MAINTENANCE PEOPLE WILL NOT BE ABLE TO LOCATE THESE MAINS. THE CONTRACTOR WILL BE REQUIRED TO PROTECT IN PLACE OR REMOVE AND REPLACE ANY DAMAGED MAINS ENCOUNTERED DURING THE CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY. 7. THE CONTRACTOR WILL BE CROSSING EXISTING ELECTRICAL SUPPLY WIRES (MAJORITY DIRECT BURIED AND NOT IN CONDUITS) SERVING THE LIGHTS AND RESTROOM. DUE TO LACK OF EXISTING PLANS, THE PARK MAINTENANCE STAFF WILL NOT BE ABLE TO LOCATE THESE FACILITIES. THE CONTRACTOR WILL BE REQUIRED TO PROTECT IN PLACE OR REMOVE AND REPLACE ANY DAMAGED WIRES/CONDUITS ENCOUNTERED DURING THE CONSTRUCTION AT NO ADDITIONAL COST TO THE CITY. PERMISSION TO SHUT OFF IRRIGATION WATER AND POTABLE WATER TO THE RESTROOMS SHALL BE APPROVED BY THE PARK'S DEPARTMENT PRIOR TO SHUT -OFF. RESTROOMS SHALL BE PERMITTED TO BE WITHOUT WATER FOR A MAXIMUM OF A FOUR HOUR TIME PERIOD. RESTROOM FACILITIES SHALL BE BACK IN SERVICE AT THE END OF EACH WORK DAY. DRINKING FOUNTAINS SHALL BE PERMITTED TO BE WITHOUT WATER FOR MAXIMUM OF TWO CALENDAR DAYS. DRINKING FOUNTAINS SHALL BE IN SERVICE FOR EVERY WEEKEND AND HOLIDAYS. 9. THE CONTRACTOR SHALL PROVIDE PROVISIONS FOR WEEKLY MOWING OF THE FACILITY BY THE CITY. CONTRACTOR'S CONSTRUCTION ACTMTIES SHALL BE COORDINATED TO ENSURE MINIMAL IMPACT TO YOUTH BASEBALL/SOFTBALL LEAGUES AND PARK USERS. 10. PARKING LOTS SHALL REMAIN ACCESSIBLE DURING THE CONSTRUCTION PERIOD. e " C " ..0 " u ~ E 8-1") Cl 3: "C I ---~ ~-..:_ ---.....\ __ \ / I ____::_::-..._<------~--, -\--+----j-~--I 11. CITY MAINTENANCE PERSONNEL WILL MARK ALL KNOWN EXISTING IRRIGATION MAINS, CONTROL WIRES AND ELECTRICAL SUPPLY CONDUIT/WIRES TEN (10) FEET ON EACH SIDE WHERE THESE FACILITIES INTERSECT WITH PROPOSED TRENCHING. THIS LOCATING AND MARKING BY THE PARK MAINTENANCE PERSONNEL WILL NOT RELIEVE THE CONTRACTOR OF HIS REQUIREMENTS AS STATED ABOVE IN NOTE No. 6 AND No. 7. 6 C. NOTES: 1. CONTRACTOR SHALL LOCATE IN THE FIELD THE 2• PW PIPING ENTERING THE RESTROOti-TO--VEfflFYTOCATION __ .-\ AND CONNECTION REQUIREMENTS PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL PROTECT IN PLACE EXISTING BLEACHERS. IF AT ANY TIME THE CONTRACTOR FINDS IT NECESSARY TO TEMPORARILY RELOCATE THE BLEACHERS, LOCATION SHALL BE APPROVED BY CITY AND PARK REPRESENTATIVES. 3. ALL COPPER FITTINGS SHALL BE SILVER SOLDERED. 4. CONSTRUCT ALL TRENCHES PER DETAIL EB 5. PROTECT ALL TREES IN PLACE. CONTRACTOR SHALL PROVIDE TREE PROTECTION ZONES (TPZ) PER THE REQUIREMENTS CONTAINED IN THE PROJECT SPECIFICATIONS EXCEPT WHERE SHOWN MODIFIED ON THE PLANS. ANY TREE WITHIN 20 FEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED BY THE TREE PROTECTION ZONE. ALL TREES WITHIN THE WORK AREA SHALL BE PROTECTED TO THE SATISFACTION OF THE CITY . ( ! HACl 1ENDA I / I ' RECORCT1 DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for Its accuracy, nor for errors or omissions which may have been incorporated into these plans os a result. - --- --0 20 40 12. FINAL LOCATION OF QUICK COUPLER TO BE COORDINATED IN THE FIELD WITH THE CITY. ·, a1 ~ "C "C " ;3- ~ .--,,,_-.-.-.-.-.-.-lt.----------------------""T--it-,-----r-------------------r-----r==-::-:--======--T""-----------------------------ifiilo • TETRA TECH, INC. 1 01/11 RECORD DRAWINGS MWB APPROVAL RECOMMENDED: ~ 16241 Laguna Canyon Road, Suite 200 :;l Irvine, California 92618 ° (949) 727~7099 f.(JIJ"'N~ 1---+-----+-------------------+-----1 MICHAEL SINACORI, RCE 46214 ~ (949) 727 -709 FAX ASSISTANT OTY ENGINEER ;:, l ~, .. A _ 1--+-----+------------------+----1-::DE=s:::-1G:::-N:::E::-D:-""T:::DR:".A~M-l::-::--;----------------------.---------i~ lHOMAS L EPPERffi:ef C36J99 SHD SHD 1---------1; .._ _____________________________________________________ .._ __________ 1E_1R_A_1E_CH_._IN_c __________ ....... _N_o ........ __ DA_1E_ ....... _DESCR __ IP_11_0N_OF_R_EVI_S1_o_N_s __________ .._M'_P_Ro_VE_D._CH_Ec_KE_D_:_M_WB_,_D_A_1E....;:o_c_T_2_009_._ ___________________ ....... _SH_E_ET ___ o_F _ __.o..: P-5175-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 134 EASTBLUFF PARK SERVICE IMPROVEMENT AND DETAILS I I I I ~L _ I I I I I I SEil: IRRIGATIONS PLANS~/ I _; .· .. ·· / FOR CONTINUATION OF '.. • ..• •·•·•· i.· ... ·· ~ .... ······ 1 IR!;'IGATION PIPING /// . ' I • ,,_---.! ! ,,-----1--:: ,.· 18 (~--------. ~= PW PIPELINE \ \ L 3 V LIMITS OF GRADING I ; ' \ ' ' \ ,! __ 3--,D.w. , __ ,/ 'k/ 3,~ DW r ABANDON ( JN PLACE , TO BE ABANDONED IN ~lACE - ' EXIST. 3" RW 35 METER VAULT -~-----='--=-___c:::. ~-==--==- ----- - --- --0 5 17 4" RW PIPELINE 21 ' I I I I 10 J ___ _ NOTES: 1. DEPENDING ON THE CONTRACTORS SEQUENCING FOR THE CONSTRUCTION OF THE SWIVEL ELL FACILllY AND THE IRRIGATION IMPROVEMENTS, THE CONTRACTOR SHALL LOCATE IN THE FIELD THE 3" IRRIGATION PIPELINE DOWN STREAM OF THE BACKFLOW PREVENTION ASSEMBLY TO VERIFY CONNECTION POINT PRIOR TO BEGINNING CONSTRUCTION. IF THE CONTRACTOR CONSTRUCTS THE IRRIGATION IMPROVEMENTS FIRST, THEY SHALL COORDINATE THE LOCATION OF THE NEW IMPROVEMENTS WITH THE LOCATION OF THE PROPOSED SWIVEL ELL. 2. CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND ELEVATION OF CONNECTION TO EXIST. 3" RECYCLED WATER METER VAULT PRIOR TO BEGINNING CONSTRUCTION. 3. THE PROJECT IS WITHIN AN AREA WITH MATURE TREES AND THE CONTRACTOR SHALL ASSUME ROOTS WILL BE ENCOUNTIERED DURING EXCAVATION TREE ROOTS SHALL BE PRUNED PER CONTRACT SPECIFICATIONS. 4. CONTRACTOR SHALL PERFORM SITIE GRADING TO THE LIMITS SHOWN ON THE PLAN. THE INTENT IS TO BLEND THE PROPOSED GRADING TO MATCH THE SURROUNDING SLOPES. NO STEEP OR ABRUPT CHANGES IN GRADES WILL BE ALLOWED. 5. CONSTRUCT ALL TRENCHES PER DETAILEB 6. PROTECT ALL TREES IN PLACE. CONTRACTOR SHALL PROVIDE TREE PROTECTION ZONES (TPZ) PER THE REQUIREMENTS CONTAINED IN THE PROJECT SPECIFICATIONS EXCEPT WHERE SHOWN MODIFIED ON THE PLANS. ANY TREE WITHIN 20 FEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTIECTED BY THE TREE PROTIECTION ZONE. ALL TREES WITHIN THE WORK AREA SHALL BE PROTIECTIED TO THE SATISFACTION OF THE CITY. 4" PW PIPELINE B 41 -6" 4'-6" (SWIVEL ELL) 23 2·-0· & PW RISER 23 39 4'-o" 9'-0" PLAN 4'-6" 4 39 t-C:.f-5'-o" 8'-o" PR MV MV 24" FS DEEP 24" FS .E p '-9' IRRIGATION RISER • 1 (SWIVEL .ELL . 2'-6" 3 RW RISER I B NOT TO SCALE 9•-0· 43 4" RW PIPELINE *FENCE NOT SHOWN FOR CLARllY 23 (i 105.67 38 / EXISTING GROUND RECYCLED WATER SERVICE IMPROVEMENTS 1 _ _ 2 ~~~)R. 6 1'-5" 24 ~~ 3 ' 17 FG NOTES: 1 . SWIVEL ELL IS A 4 • FLANGED 90" BEND, VICTAULIC COUPLING, DISMANTLING JOINT AND SPOOL (FL X VICT) TO BE UNASSEMBLED AND ROTATIED BETWEEN THE RECYCLED WATIER AND POTABLE WATER LINES. 2. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL POINTS OF CONNECTION PRIOR TO INSTALLATION OF NEW PIPE. 3. MINIMUM CLASS OF D.1.P. SHALL BE CLASS 350, EXCEPT WHERE NOTIED IN NOTIE 7. 4. ALL PIPING, VALVES AND FITTINGS SHAILL BE PAINTIED WITH AN ALKYD ENAMEL PAINT SYSTIEM CONSISTING OF A 2 MIL PRIME COAT AND lWO (2) COATS OF 2 MILS EACH OF HIGH GLOSS ENAMEL. COLOR SHALL BE PURPLE (PANTONE 512) FOR RECYCLED WATER RISER, PIPING, VALVE AND SWIVEL ELL RISER. COLOR SHALL BE BLUE FOR POTABLE WATIER RISER, BACKFLOW DEVICE AND PIPING. 5. ALL BELOW GRADE, BURIED, DUCTILE IRON FITTINGS AND PIPING SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP. 6. ALL FLANGE BOLTS, NUTS AND WASHERS SHALL BE lYPE 316 STAINLESS STIEEL. 7. THE MINIMUM THICKNESS FOR D.I.P. WITIH FLANGES OR SPOOLS FOR VICTAULIC COUPLINGS SHALL BE CLASS 53. THE MINIMUM THICKNESS OF D.I.P. SHAILL BE CLASS 350. 8. CONTRACTOR SHALL PROVIDE lWO BLIND FLANGES; ONE FOR POTABLE AND ONE FOR RECYCLED. PAINT BLIND FLANGE PER NOTE 4 ABOVE. 9. CONTRACTOR SHALL SUBMIT LAYOUT OF CHAIN LINK ENCLOSURE FOR REVIEW AND APPROVAL. CHAIN LINK ENCLOSURE SHALL BE DESIGNED FOR 1 00 PSI LIVE LOAD. HEIGHT OF ENCLOSURE FROM CONCRETE PAD ELEVATION SHALL BE 8'. CHAINLINK FABRIC SHALL BE 3-1/2" X 5" MESH BY 9 GAGE. 10. CONTRUCT ALL TRENCHES PER DETAILEB 11. CONTRACTOR SHALL TAG, LABEL AND PAINT ALL ABOVE GROUND PIPING PER PROJECT SPECIFICATIONS. REINFORCING AND CONCRETE NOTES: 1. REINFORCEMENT FOR CONCRETE SHAILL BE DEFORMED BARS CONFORMING TO A.S.T.M. SPECIFICATION A615 (A706/A706M FOR WELDED REINFORCING). GRADE 60 STEEL SHALL BE USED. 2. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCHORAGES PLACED IN CONCRETE SHALL BE ACCURATIELY PLACED AND POSmVELY SECURED AND SUPPORTIED BY CONCRETE BLOCKS, METAL CHAIRS, SPACERS, OR METAL HANGERS, AND SHALL BE IN POSmON BEFORE CONCRETE PLACING OR GROUTING IS BEGUN. DETAILING AND PLACING OF BARS SHALL CONFORM TO THE A.C.I. MANUAL OF STANDARD PRACTICES. 3. BARS SPECIFIED AS "CONTINUOUS" SHALL EXTIEND THE FULL LENGTH OF THE MEMBER CONTAINING THEM AND MAY NOT BE SPLICED. SCALE 1" = 5• r--:~~~~~~~~=~1~QI:·:·nd=t~~:~~~:i·~~tJt· ~,-~·~·!· ~: r~~;:=~~~~~-:::::-:~-==,,~,,,,,,.~ 1----------------------------------------------r----------------------------t ~-FI_N1_s_HE_D_GR_o_u_N_D ___ ~~=-~·-?;,.;..if _:r,~-11-~+"t";\t--";'"::-c:-i:-,-::',.,;,,~li-,...-""--:--L.+-+,t""-t..,-'-'. ' ... •~2· SAND BLANKET - - --CONCRETE NOTES CONSTRUCTION NOTES: ROUGHEN SURFACE :'~~:·", , :.'t.'~:~-· (SE 30) 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE • (TYP) e$'=;3., COMPRESSIVE STRENGTH OF 3250 PSI AT 28 DAYS. r.-:;-. EB o TO PROPOSED Ji,!t,,....1.l10~1L;!±~~=:;===1=tC:.:--. --4--+'1:,--.,_,10<..!1.=.± R~~~~J~1~l~R AGGREGATIES SHALL CONFORM TO A.S.T.M. C33. '1.J, CUT AND CAP EXISTING PIPE PER DETAIL 6 @ BLIND FLANGE WITH FULL FACE GASTKET ~ IRRIGATION SYSTIEM -,.. /14..,16•. "ETER V.'AULT (SEE NOTE 8 WITHIN DETAIL EB). 3" "' .. "' 2. CEMENT FOR CONCRETE SHALL BE TYPE V PORTLAND @ CONSTRUCT 4• D.I. 45' BEND (POX PO). -& lYP PIPE BELL OR FLANGE O.D. OR , ________ 4~3---~~--~~·-·~·~--:,TOP ~~~~ .. ~-1."c·~~~~ CEMENT CONFORMING TO A.S.T.M. C150. lYPES I OR /.i".11 • O.D. OF ELLIPTICAL PIPE -. -• .a4 (lYP) II CEMENT MAY BE USED IF SOIL SULFATE LEVELS AS ® CONSTRUCT 4• PVC C-900 PIPE, DR-14 (CL200 PER AWWA '41'~ FENCE ENCLOSURE~ I 33• I "T7f DETERMINED BY A GEOTECHNICAL ENGINEER ARE c9oo-97) VI . PROVIDE FOREST G~ l,, ~ .-=I. IJ . . SUFFICIENTLY LOW. '21' CONSTRUCT THRUST BLOCK PER CNB DWG. NO. STD-510-L-A. 1'' NE, DOUBLE WAVE, SELF LOCKING PRIVACY f-4-4 CONT. SQ. (lYP.) SECTION A-A \tY ~ SLATS IN EB 3. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT @ CONSTRUCT CONNECTION TO EXIST. 3" RECYCLED WATIER CHAIN LINK MESH (SEE NOTE 9 WITHIN DETAIL 2 ). ' SPECIFICAILLY NOTIED OR SHOWN SHALL BE APPROVED METER VAULT. REMOVE BLIND FLANGE AND THRUST BLOCK CONSTRUCT CHAIN LINK FENCING PER -; , 11 /: 4,_6• BY THE ENGINEER. AND CONNECT TO EXISTING FLANGE D.I. SPOOL. PROVIDE OCRDMD STD. PLAN 600-0-0C. ' , • ·11 ~8 68 4. "ROUGHENED SURFACES", WHERE SPECIFIED ON THE NEW BOLTS, NUTS AND GASKET. C-l\ • • 11 ·, • ' 11 23 *FENCE NOT SHOWN FOR CLARllY DRAWINGS, SHAILL BE MECHANICALLY ROUGHENED CONSTRUCT 4• D.I. 90" BEND (FL x FL). -& ~~D~~EK~~~Vl~~K F:~ wiz:EEL~C~~~ ~~:~0 R 111 1 I .. ·.' 1~ , l,,..,1~__,, ___ 7 m: _ 3 (SWIVEL ELL} SUCH THAT A 114• AMPLITUDE (±) IS ACHIEVED --1 11 ' • .. ] 38 '" ttt -f 1 05.67 BETWEEN HIGH AND LOW SPOTS OF THE ROUGHENED POLYETHYLENE, DOUBLE WALL, SELF LOCKING PRIVACY . "= CONSTRUCT 4• D.I. SPOOL (FL X FL} (CUT TO ~ SLATS, PRE-INTSERTIED AT TIME OF MANUFACTURE, IN 111 I 1.1 · .. ' ,-llt---........ ----;m: = SURFACE. THE SURFACE SHALL BE CLEAN AND FREE 2 CHAIN LINK MESH. CONSTRUCT ACCESS GATE PER TT--,,, /14 @ 12" O.C. L....-11F'~ OF LAITANCE. CONSTRUCT RECYCLED WATER RISER PER DETAIL _ OCRDMD STD. PLAN 600-0-0C lYP. CONSTRUCT 4• D.I. SPOOL (FL X VICT}. @ CONSTRUCT 4• PVC C900 PURPLE PIPE, DR-14 (CL200 ~ g; ~.:. £EXISTING GROUND 4 RECORD DRAWINGS AWWA C900 97} • f-103_17 These Record Drawings have been prepared based on information CONSTRUCT 4• VICT'AULIC COUPLING, STYLE 31. -_ 34 '' 1 • -6" submitted, In, part, by others. While this information is believed to be @ NOT USED ---FF 103.0 reliable, Tetra Tech is not responsible for its accuracy, nor for CONSTRUCT 4" DISMANTLING JOINT WITH 10" NOM. LENGTH. -111 - -FG errors or omissions which may have been incorporated into these ROMAC INDUSTRIES STYLE DJ400 DISMANTLING JOINT, OR @ PLACE SOD (MATCH EXISTING GRASS) AFTER REMOVAL OF ~1 I I I I , FINISHED . • plans as a result. APPROVED EQUAL. EXISTING BACKFLOW PREVENTER AND SURROUNDING SHRUBS. 12• 560-C-3250 GROUND ~ • • • . . . • . . ---- -__ _ CONSTRUCT 4• D.I. 90-BEND (FL X PO). @ CONSTRUCT CONCRETE ENCASEMENT PER DETAIL~ lYP. ~---R-O_U_G_H-EN_S_U-RF:~A-C-E;~;_f• · · ••• • CONSTRUCT CONNECTION TO PROPOSED IRRIGATION SYSTEM V (TYP)(SEE NOTIE 4) ·, #4016"• '~ e ., C " ..c 8 C ·c: ., E C. ~ USING FLEXIBLE COUPLING. (@) RESTRAIN PIPE WITH FOUR (4) ~• lYPE 316 STAINLESS a1 ~t. · ·' EACH WAY CONSTRUCT 3• X 4• D.I. ECCENTRIC REDUCER (FL X FL} STIEEL TIEBOLT JOINT RESTRAINERS, lWO (2) %" lYPE FROM !t, 100± ~----14-1'.., TOP &; BOTTOM' • • 100± TO PROPOSED c,, ( ) ;., • • · · IRRIGATION SYSTEM ;,: (FLAT ON TOP). 316 STAINLESS STIEEL TIERODS, EIGHT 8 TIENUTS AND NOTE: EXISTING , . # -c EIGHT (B) TIEWASHERS (MANUFACTURER: STAR, MODEL: POTABLE N . . . ~ CONSTRUCT POTABLE ~ STN 7, STN 12, STN 8 AND STN 17 RESPECTIVELY OR 1. ENCASEMENT SHALL BE PLACED AGAINST UNDISTURBED NATURAL _,__WccA_ccJE-=-:.R_,M:.:.:ET:.=:ER"--__ ~_.___,=-_ ~·~~~--.._ .. , •.,.. a. WATER RISER PER DETAIL V APPROVED EQUAL) PLACE TIEBOLTS 180" APART. GROUND OR FILL COMPACTED TO 90% RELATIIVE DENSllY I 33• I 4/14 (lYP) ~ REMOVE EXIST. RPPD ASSEMBLY ~ SQ. (lYP.) SECTION B B ID AND RETURN TO CllY YARD PER DETAIL~ CONCRETE ENCASEMENT (BA -f CONSTRUCT 12· THK. CONCRETE PAD. GRADE PAD FLAT. N.T.S. PLAN AND PROFILE -SWIVEL ELL 2 " SCARIFY 6" AND RECOMPACT TO 90% RELATIVE COMPACTION. SCALE 1 /2" = 1, -O" ~ PLACE 2" SAND THICK LAYER CLEAN SAND (SE 30) @j r -,_,.. -.-.-.-.-~;------------...l---------y-;1:---y------y------------------,---r.;;:;;;:;;::;T.7~~~~::----y--------------------------, fiilo PROTECT IN PLACE EXISTING FACILITIES. APPRO"AL REC"""ENDED TETRATECH'INC. 1 01/11 RECORDDRAWINGS MWB • ""'"' : t PROTECT IN PLACE EXISTING TREES/SHRUBS (SEE NOTIE (!iJ ;-:: CONSTRUCT IRRIGATION RISER (SWIVEL ELL} PER DETAIL ~ --16241 Laguna Canyon Road, Suite 200 ~ l"lij Irvine, California 92618 ..\. CONSTRUCT 4° RESILIENT WEDGE GATIE VALVE WITH HAND (949) 727~7099 _1/X)~~ 1---+----+------------------+----; MICHAB. SINACORI, RCE 46214 l"l WHEEL (FL}. (949) 727-709 FAX ASSISTANT OTY ENGINEER ;:, 1~ l--+----+------------------+----r.:;;::;::::=;;::;;:--r.;;;-;;;;~--+-------------------,------7~ CONSTRUCT ADJUSTABLE PIPE SUPPORT PER CNB DWG. NO. i._ DESIGNED: DRAIW'l: STD.-522-L. HOT DIP GALVANIZED AFTIER FABRICATION AND SHD SHD 1----------t ~ lHOMAS L EPPER R.C.E C36J99 OiECKED: DATE: OF !;;-L __ PAI_N_T_To_M_A_rc_H_P_IP-IN_G ____________________________________ .1... _______ J... __________ TE;.:.;;lR;;_A;_TE;:.::.;:.Oi•_;;IN.;,;C __________ ...1._N_O._,_ __ DA_TE_.....1,_DESCR __ 1P_TI_ON_OF_R_EVI_S1_0_N_S __________ .J...M'_P_RO_VE _ _._D __ ....,:M::.:WB::::.&._..:O~C:.:.T.::2::::009::::.i. ___________________ ....__SH_E_ET ____ __. o.: P-5175-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 135 EASTBLUFF PARK DETAILS EXIST. CONCRETE PAD ,j EXIST. CONCRETE PAD 35 <J EXIST. METER <J .• C 45 64 !i: C, iii J: Iii i:I J: u i 4· . 61 ·.4. SECTION A-A 1·-0· 4 PLAN 45 47 m 111 -w 58 53 . • 4 60 2·-0· MIN. EXPOSURE OF WIRE MESH SECTION B-B . -4 :<II 6'-6" 5 END OF EXISTING PAD 55 ·"' DOMESTIC WATER SERVICE IMPROVEMENTS SCALE 1" = 1 '-0" 61 55 56 o'-6" 0'-6" 47 1·-2· 4 58 56 • .d -· 1 LIMITS OF EXISTING RPPD REMOVAL 3" PIPE TO BE ABANDONED IN PLACE TO D.W. ,- METER Ill --; TO • SWIVEL-ELL 11 11 3' -6 11 REMOVAL OF EXISTING R.P. BACKFLOW PREVENTER 24" MIN. COVER I----"---.,~ I TO SWIVEL ELL TETRA TECH, INC. 16241 Laguna Canyon Road, Suite 200 Irvine, Colifornia 92618 N.T.S. NOTES: 1. CONTRACTOR SHALL VERIFY ACTUAL LOCATION AND ELEVATION OF CONNECTION TO EXIST. 3" POTABLE WATER METER PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION NOTES: G) (D) @ @) @) @ @ @ @ @ @ @ @ CONSTRUCT 2" lYPE K COPPER TUBING WITH BLUE IDENTIFICATION TAPE. CUT AND CAP EXISTING PIPE PER DETAIL ffi CONSTRUCT 4" PVC C-900 PIPE, DR-14 (CL200 PER AWWA C900-97) CONSTRUCT THRUST BLOCK PER CNB DWG. NO. STD-510-L-A. CONSTRUCT 3" X 4" D.I. ECCENTRIC REDUCER (FL X FL) (FLAT ON TOP) PROTECT IN PLACE EXISTING FACILITIES . CONSTRUCT ADJUSTABLE PIPE SUPPORT PER CNB DWG. NO. STD-522-L HOT DIP GALVANIZE AFTER FABRICATION AND PAINT TO MATCH PIPING. CONSTRUCT CONNECTION TO EXIST. 3" POTABLE WATER METER. REMOVE DOWNSTREAM VALVE AND 90-EUBOW. NOT USED CONSTRUCT 3" D.I. 90-BEND (FL X FL). PLACE SOD (MATCH EXISTING GRASS) AFTER REMOVAL OF EXISTING BACKFLOW PREVENTER AND SURROUNDING SHRUBS. CONSTRUCT 4" D.I. (FL X PO) ADAPTER. CONSTRUCT 2" BRASS UNION RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for Its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 1 01/11 RECORD DRAWINGS 2 ® @ ® @ @) @ @) (@ @) @ @) @ UNPAVED PAVED RESTORE LANDSCAPING -~ AND GRASSED AREAS TO REPLACE A.C. PAVEMENT (1" THICKER THAN EXIST.) ASSUME EXIST. PAVEMENT IS 4" AC OVER 6" AB. ITS ORIGINAL CONDITION SEE PROJECT SPECIFICATIONS FINISHED SURFACE ----''--w ts N w a. a. NOTE: EXIST. A.C. -~~ iv •. '«<:1---~--~.....-'-,-· ..,..,..,...,..-.-------1. / >---"/ *;, *' //// /¼" '--,,___ _ __,/+c'--COMPACT TRENCH TO COMPACTION <I <J /· SAME AS ADJACENT AREAS (90% COMPACTION IN PAVED AREAS) SEE PROJECT SPECIFICATIONS ~-+--DETECTABLE WARNING TAPE FOR ALL PVC PIPELINES 4" MIN. 6" MAX. --WARNING TAPE FOR ALL PIPE INSTALLATIONS OTHER THAN PURPLE PVC. / O.D. _ _/£,/ ~--IMPORTED SAND BACKFILL :,( <'._, (MIN. SE OF 30) 90% MIN. '--. d , , RELATIVE COMPACTION. )(,,1-,--C'---"-_.o,,._,c_ __ ~/'l /,/'-...~ ~ <J --»~/~--4• MIN. IMPORTED /~ . d ,._ / / SAND BEDDING /( / <J /M"< (SE OF 30) FOR /~0>>'---Y ' • / /'--' /~~' 3• AND 4" PIPE ~ '-...,' ',,~;, 2• MIN. IMPORTED SAND BEDDING FOR 2" /1" PIPE 1. THIS DETAIL APPLIES TO WORK FOR THE NEW POTABLE WATER PIPING TYPICAL TRENCH CONSTRUCT 4 • D.I. TEE (FL X FL) CONSTRUCT D.I. BLIND FLANGE W 2-1/2" TAPPED BORE AND 2" X 2-1/2" SS INSULATING BUSHING. REMOVE AND DISPOSE EXISTING 3" PIPING. N.T.S. DETAILS© REMOVE AND SALVAGE EXIST. 3" BACKFLOW PREVENTION ASSEMBLY PER DETAIL~ DELIVER 3" BACKFLOW ASSEMBLY TO CITY'S CORPORATION YARD AT 592 8 SUPERIOR AVENUE, NEWPORT BEACH. CONSTRUCT 2" BRASS PIPING. CONSTRUCT 6" THICK CONCRETE SLAB REINFORCED WITH W1 .4 X W1 .4 WELD WIRE MESH. PER CNB DWG. NO. STD-520-L-B. CONSTRUCT 3" RPPD BACKFLOW ASSEMBLY WITH RESILIENT WEDGE GATE VALVES PER CNB DWG. NO. STD-520-L CONTACT CllY DEPARTMENT FOR APPROVED UST. CONSTRUCT 3" D.I. SPOOL (FL X FL) (CUT TO FIT). CONSTRUCT 6" THICK (MIN.) COMPACTED 3/4" AGGREGATE BASE. CONTRACTOR TO EXPOSE 24" MIN. OF WELDED WIRE MESH IN EXISTING CONCRETE PAD. WELD NEW WIRE MESH IN PLACE AND POUR PAD EXTENSION. CONSTRUCT 2" BRASS 90-EUBOW. CONSTRUCT 2" BRASS NIPPLE. CONSTRUCT 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, FEBCO MODEL 825Y OR APPROVED EQUAL CONSTRUCT CONCRETE CONTACT JOINT . CONSTRUCT CONCRETE THRUST BLOCK (BEARING AREA 1 SQUARE FOOT MIN.) CONSTRUCT CONNECTION TO PROPOSED 2" COPPER WITH BRASS X COPPER ADAPTER. MWB APPROVAL RECOMMENDED: (949) 727~7099 (949) 727-709 FAX f.(JIJ.f,\l.:;;:11'" 1---+-----+-------------------+-----1 MICHAEL SINACORI, RCE 46214 1~ THOMAS L EPPER!l.C.EC36J99 TElRA TECH, INC NO. DATE DESCRIPTION OF REVISIONS APPROVED ASSISTANT OTY ENGINEER DESIGNED: DRA M>l: SHD SHD CHECKED: DATE: MWB OCT 2009 SHEET ffi ffi e; e; u u • • "' 0 r<) r<) OF e " C C .c C u C ;: " E Q. 0 r<) .. ~ ~ ' CX) ' ~ 0 "' lt .., ~ ~I IO 01 ~ .., .., C ;3- ~ 0 CX) 0 I CX) r--r<) m 0 .,I. r<) ;:, CX) r--r<) m ;!, 0..: P-5175-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 136 EASTBLUFF PARK DETAILS r------'~ EXISTING BASEBALL BACKSTOP-~ EXISTING LAWN SLOPE • Ol ,----_J 11 11 ,__ DRINKING FOUNTAIN AND PEDESTAL I <'I 11 I PER SPECIAL PROVISIONS I I I EXISTING CONCRETE SIDEWALK I 5 1/2" SUPPLY =.,;r-DRAIN_____,,,- CONCRETE SLAB REINFORCED WITH W1 .4 x W1 .4 WELD WIRE MESH ASPHALT IMPREGNATED FELT FIBER FILLER r2• BALL VALVE IN BOX SEE EB4 3'-6" ___________ _, 2" SUPPLY 1 1/2" SEE SUMP ~ DIA. (MIN.) CHISEL ••• IN SLAB•-~ DETAIL PER 8 ./ ~ ./ \ ./ ./ \ \ • 0 I :..- EDGER FINISH NOTES: 1. CONCRETE WORK SHALL CONFORM TO THE SPECIFICATIONS. 2. COMPACT SOIL TO 90% RELATIVE COMPACTION UNDER SLAB AND ABOVE SUMP. 3. FILTER CLOTH SHALL BE PER SPECIFICATIONS. 4. CONTRACTOR TO PROVIDE HANDICAP DRINKING FOUNTAINS (HAWS MODEL No. 3177 WITH HAWS BUBBLER HEAD MODEL NO. 5725 OR APPROVED EQUAL) TO BE LOCATED BY PARK PERSONNEL. 5. CONTRACTOR SHALL REPLACE IMPACTED LANDSCAPED AREAS WITH SOD. DRINKING FOUNTAIN EB 14" I.D. STEEL CASING, 1/4" MIN. CYLINDER THICKNESS ----------- FILL ANNULAR SPACE W/ AIR BLOWN SAND PSI SPACERS N.T.S. ct. STEEL CASING & CARRIER PIPE = II -- OVERSELL DIMENSION <J STEEL CASING DETAIL N.T.S. ~ UNDISTURBED SOIL 314• ROCK I ---=1 I I. 'ITT11 : I I I' I : 11 I" : I I I I ' 11 I 7 4' X 4' X 18" /1 FRENCH DRAIN [~ -1 I 0 • 0 I :..- , tn I ( > c ; j) t [I I J~1 PVC CAP r 0 ~~I (THREADED) ti 1, IJ~ El 1-·m'"rr..::~-I 3/4" ROCK 1 1 /2" DIA. (MIN.) PVC SCH40 PVC (SCH 40) "P"-TRAP NOTES: 1 . PERFORATED PIPE SHALL NOT BE USED OUTSIDE SUMP. 2. LOCATE SUMP IN LANDSCAPE AREA. PLAN 3'-6" SECTION SUMP DETAIL N.T.S. NOTES· 1. CASING SHALL BE INSTALLED BY THE BORE, JACK AND/OR TUNNEL METHOD. 2. SKIDS SHALL BE PROVIDED PER SPECIFICATIONS. 3. THICKNESSES ARE MINIMUM. CONTRACTOR MAY ELECT TO USE THICKER WALL PIPE OR LARGER DIAMETER CASING PIPE AT NO ADDITIONAL COST. 4. ALL CASING SECTIONS SHALL BE JOINED BY CONTINOUS WELD. ALL FIELD WELDS SHALL BE BUTT WELDED FULL CIRCUMFERENCE WITH FULL PENETRATION. 5. EACH END OF CASING SHALL BE SEALED WITH A WATER TIGHT FLEXIBLE SEALER. PSI "END SEAL" OR APPROVED EQUAL. 6. ALL PIPE JOINTS WITHIN THE CASING SHALL BE RESTRAINED. 7. CASING PIPE SHALL BE NEW. 2" X 2• X 8° REDWOOD MARKER STAKE ' 10 - I -------FILTER CLOTH --=-_JI-~ 1 1/2" DIA. (MIN.) PERFORATED PVC DRAIN EB WALK OR l CURB. PLAN 12" MAX. 6" MIN. 1" BRASS 90 DEG. STREET ELL 1 • BRASS NIPPLE (6" LONG)-~ 1" BRASS 90 DEG. STREET ELL 2" X 1 • COPPER * TEE AND 1" COPPER X BRASS ADAPTER SECTION * 1 " IN LAWN AREAS. 2" IN SHRUB AREAS. 10" ROUND VALVE BOX WITH BOLT DOWN COVER (PAINTED BLUE) - HEAT BRAND "QCV-POTABLE WATER" ON VALVE BOX COVER IN 2" HIGH LETTERS. FINISH GRADE. POTABLE WATER TAG PER SPECIFICATIONS. ~--n--QUICK COUPLING VAVLE WITH LOCKING VINYL COVER-1" --3/4" CRUSHED ROCK. 6" DEPTH. -------1 • BRASS NIPPLE. (LENGTH AS REQUIRED). ..Jr-=r-~ 1 " BRASS 90 DEG. ELL. 2" lYPE K COPPER TUBING WITH BLUE IDENTIFICATION TAPE. NOTES: 1. PIPE SIZE FROM MAIN LINE SHALL MATCH QUICK COUPLER INLET DIAMETER. 2. DISSIMIUAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING. 3. PROVIDE A 3/4" SCH. 40 GALVANIZED STEEL PIPE STAKE (EMBEDDED 12" BELOW MAIN LINE) AND TWO STAINLESS STEEL CLAMPS. 4. QUICK COUPLERS INSTALLED AT BASEBALL/SOFTBALL DIAMOND SHALL BE LOCATED ONE FOOT INSIDE FENCE AT ABOUT THE EXTENSION OF FIRST OR THIRD BASE OR AS SHOWN ON THE PLANS. 5. USE TEFLON TAPE ON ALL IA.ALE PIPE THREADS. PLAN * COPPER X BRASS ADAPTER POTABLE WATER EB QUICK COUPLING VALVE DETAIL N.T.S. THRUST BLOCK (SEE NOTE 1) EXIST. LINE TO REMAIN \ IN SERVICE "------------- y \_ _____________ _ CUT EXIST. PIPE AND -~ INSTALL CAP CAP "------------- y ROUND VALVE BOX W/BOLT-DOWN COVER. HEAT BRAND "POTABLE WATER VALVE" ON VALVE BOX LID IN 2" HIGH CHARACTERS. (PAINT COVER BLUE). WATER VALVE VALVE WITH 2" OPERATING NUT. 11 . FINISH GRADE. 1111 k-----C::J--f;I---POTABLE WATER TAG PER SPECIFICATIONS. 111 6" PVC SCH. 40 EXTENSION (LENGTH AS REQUIRED) _____,.,.__ BRASS NIPPLES (TYP.) COPPER X BRASS ADAPTER. 3" (lYP.) 80:ooo:: o . cP • 0 ootl!<oico~;____ , 80• o •• ooff?&, : 0 ••• 00 • 0 2" CL.EAR SPACE . 2" X 2" CONCRETE BLOCK (2 REQUIRED) BRASS COMPANION FLANGE & GASKET. SAME SIZE AS VALVE. (lYP.) :., .• 6" MIN. * 1 /2" IN TURF AREAS. 1" IN SHRUB AREAS. SECTION POTABLE WATER BALL VALVE DETAIL N.T.S. EB ABOVE GROUND RISER ---:\,_ ~ }-=---._ -7-EXIST. DRINKING FOUNTAIN -~-I 1 ) I OR QUICK COUPLER TO BE z I I' ~ I I REMOVED OR DISPOSED :::. I I I I • ('I -L _J I I I I I I I le:>-_j I---CUT AND PLUG PIPE TO BE ABANDON IN PLACE i--6" MIN. r CONCRETE PLUG z :::; • ('I \ ,,----,--, -,..-CUT AND INSTALL CAP/PLUG AND THRUST BLOCK \_ _____________ ~_, EXIST. LINE ro BE J • • -z :::; • N - I I I I rr--~-_J I I I I L-----, RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. NOT USED N.T.S. EB ABANDONED IN PLACE y /4 CUT EXIST. PIPE PLUG PLAN VIEW NOTE: 1. THRUST BLOCK SHALL BE CONSTRUCTED PER CllY OF NEWPORT BEACH DWG. NO. STD-510-L-A CUT & CAP /PLUG N.T.S. DETAIL EB ~ C C ..c C ~ ·E ., E g .. - ~ ..., ~ ~I Ul 01 ~ ..., ..., 1 r-~-.. -.. -.. -.. -.. -.-.. -T-E_T_R_A_T_E_C_H_,_I_N_C_. --------."-.--0-1/_1_1 --.R-E-co_R_D_D_R1._w_1N_G_s----------.--M-W-B-.-:-:AP=PR:::o::-:vA~L-=R:::Ec=ou:-::M-:::EN:::D::rn=-: -.--------------------------;! P.i EB 16241 Laguna Canyon Road, Suite 200 o, Irvine, California 92618 ° cc~!~)) ;~;3c_;g~9 FAX ~~--------------------------MICHAEL SINACORI, RCE 46214 i ASSISTANT OlY ENGINEER , l ~", A _ 1---1-------11------------------+----t=:DE=s:-::1G:-::Nrn=-: -T:D::R:-:-AM>l:::-:-:--t-------------------r-------,~ lHOMAS L EPPER~C36399 CHECKED: SHD DATE: SHD i--------1} TElRA TECH, INC NO. DATE DESCRIPTION OF REll1SIONS APPROVED MWB OCT 2009 SHEET OF ..._ __________________________________________________ ...... ________________________ .....__ ....... ___ ...... ________________ ...._ __ ...... _____ .....;;....._ ................. ___ ...... __________________ ...._ _____ __.a.: P-5175-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 EASTBLUFF PARK / VISTA DEL SOL IRRIGATION NOTES & LEGEND 90° 90° 90° 90° 90° FS 42 40 42 40 7 GENERAL NOTES 1. THE CONSTRUCTION OF THE WATER AND RECLAIMED WATER IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISION, DESIGN CRITERIA STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" USE LATEST EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILllY TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS AND UTILITY CROSSINGS PRIOR TO BEGINNIG ACTUAL CONSTRUCTION. 4. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT THE WORK SHALL BE MADE BY THE CONTRACTOR, WHO SHALL COMPARE IT WITH THE PLANS AND SATISFY HIMSELF TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED AND CONFLICTS OR OMISSIONS, ETC. SHALL BE REPORTIED TO THE CllY BEFORE PROCEEDING WITH Am WORK, 5, PERMISSION TO SHUT OFF IRRIGATION WATER AND DOMESTIC WATER TO BUILDING SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO SHUT-OFF. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH UTILITIES 48 HOURS IN ADVANCE OF PERFORMING Am WORK AT 644-3011. THE CONTRACTOR SHALL REQUEST IRRIGATION INSPECTION FROM THE PARKS DIVISION OF GENERAL SERVICES 48 HOURS IN ADVANCE OF INSPECTION AT 644-3162, MARCI LOMELI. 7. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 7. ABOVE FROM CAL-OSHA. 9. THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STANDARD DRAWING STD-510-L-A. 10. ALL CONCRETIE SHALL BE 56D-C-3250 UNLESS OTHERWISE SPECIFIED. 11. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING lYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 12. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 13. ALL BOLTIED AND THREADED FASTIENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 14. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE CITY. PARK SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AND PARKING LOTS AFFECTED BY HIS CONSTRUCTION. 15. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 16. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL STATIE AND LOCAL SAFETY REQUIREMENTS. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE REGIONAL WATER QUALllY CONTROL BOARD. 17. ALL EXISTING IRRIGATION SYSTEMS SHALL REMAIN OPERATIONAL. DAMAGE TO ANY EXISTING IRRIGATION SYSTEM CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 18. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO HARDSCAPE, LANDSCAPING AND SIGNS. 19. ALL CONCRETIE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE CllY. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 20. ALL UTILllY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO WORK. 21. ALL NEW PIPING CARRYING POTABLE WATER SHALL BE IDENTIFIED WITH WARNING TAPE. WARNING TAPE SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION; WATER LINE BURIED BELOW" IMPRINTED IN MINIMUM OF ONE INCH HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. WARNING TAPE SHALL BE A MINIMUM OF THREE INCHES WIDE AND SHALL BE RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL NEW POTABLE WATER MAINS. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. 22. ALL NEW RECLAIMED WATER PIPING AND APPURTENANCES SHALL BE INSTALLED WITH RECLAIMED WATER IDENTIFICATION TAPES, WARNING TAGS/LABELS AND/OR PAINTED AS SPECIFIED IN PROJECT SPECIFICATIONS. 23. ALL PIPING SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L AND THESE SPECIFICATIONS. 24. ALL DUCTILE IRON PIPING AND FITTINGS BURIED UNDERGROUND SHALL BE PROTECTED FROM CORROSION WITH A MINIMUM EIGHT (8) MIL THICK POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH ANSI A21.5 AND AWWA C105. 25. ALL EXPOSED PIPING, VALVES AND APPURTENANCES WHICH ARE ABOVE GROUND OR IN VAULTS SHALL BE PAINTED PER PROJECT SPECIFICATIONS. PAINT COLOR FOR RECLAIMED WATER FACILITIES SHALL BE PURPLE PANTONE COLOR 512. 26. TEST ALL NEW MAINS AT A STATIC PRESSURE OF 200 PSI. IRRIGATION CONSTRUCTION NOTES 1. 2. 3. 4. 5. 6. IRRIGATION SYSTEM RECONSTRUCTION SHALL BE COMPLETIED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED IN THE FOLLOWING NOTES. IT IS THE INTENT THAT THE INSTALILATION OF THE NEW IRRIGATION SYSTEM BE AS SHOWN ON THE IRRIGATION DRAWINGS. CONNECTION OF THE NEW IRRIGATION PRESSURE MAIN LINE PIPING SHALL BE MADE TO NEW RECYCLED WATER METIER AT APPROXIMATE LOCATION SHOWN ON THE DRAWING. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONITRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND PROVIDE A STATEMENT OF INTENDED CONSTRUCTION PROCEDURES FOR APPROVAL BY THE OWNER'S AUTHROIZED REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. UNLESS OTHERWISE NOTED AS EXISTING TO REMAIN, THE CONTRACTOR SHALL REMOVE ALL EXISTING SPRINKLER HEADS, IRRIGATION VALVES OF ANY lYPE AND AUTOMATIC SPRINKLER CONTROLLERS. PVC PRESSURE MAINLINE PIPING AND PVC NON-PRESSURE LATERAL LINE PIPING SHALL BE REMOVED OR MAY BE ABANDONED IN PLACE. ANY EXISTING ASBESTOS CEMENT PIPE ENCOUNITERED SHALL BE BROUGHT TO THE ATTENTION OF THE CllY AND ABANDONED IN PLACE. ALL SPRINKLER HEADS, IRRIGATION VALVES OF ANY TYPE AND AUTOMATIC SPRINKLER CONTROLLERS REMOVED, AS WELL AS ALL OTHER IRRIGATION EQUIPMENT SCHEDULED FOR REMOVAL, SHALL BE TURNED OVER TO THE OWNER'S AUTHORIZED REPRESENITATIVE WITH A TRANSMITTAL LISTING ALL ITEMS. ALL PIPING OR OTHER MATERIALS SCHEDULED TO BE REMOVED, SHALL BE REMOVED FROM THE SITE AND LEAGALY DISPOSED OF BY THE CONTRACTOR. ALL IRRIGATION SYSTEMS OUTSIDE OF THE NEW CONSTRUCTION AREA SHALL REMAIN OPERATIONAL. PROTECT IN PLACE. DAMAGE TO ANY EXISTING LANDSCAPING OR IRRIGATION SYSTEM OUTSIDE OF THE NEW IRRIGATION CONSTRUCTION AREA, CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATION EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNER'S AUTHORIZED REPRESENTATIVE TO REVIEW FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT NO CONTACT IS MADE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. PERMISSION TO SHUT OFF IRRIGATION WATER FOR DEMOLITION OF EXISTING IRRIGATION SYSTEM SHALL BE APPROVED BY THE CITY'S AUTHORIZED • ·---·-----· .. ,, --- SPRAY HEAD NOZZLE INFORMATION WHEN INSTAWNG SPRINKLER HEADS USING TORO PRECISION NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN FULL (360-), HALF (180") OR QUARTER (90"), THE CONTRACTOR SHALL USE THE MOST APPROPRIATE FIXED ARC PATTERN AVAILABLE (120'), (240'), (270'), ETC. LOW HEAD DRAINAGE NOTE: DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF ANTI-DRAIN DEVICES TO PREVENT LOW HEAD DRAINAGE. THE CONTRACTOR SHALL INSTALL A HUNTER HCV ADJUSTABLE CHECK VALVE IN THE RISER NIPPLE OF Am SPRINKLER WHERE IT IS NECESSARY TO PREVENT LOW HEAD DRAINAGE AND WHERE THE BUILT IN TORO "PRX" FIEATURE OF THE INSTALLED POP-UP SPRINKLER IS NOT SUFFICIENT TO KEEP THE IRRIGATION SYSTEM FROM DRAINING. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL ADD ADJUSTABLE CHECK VALVES AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. ADDITION OF ADJUSTABLE CHECK VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFIERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTIER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) RECORD DRAWINGS These Record Drowings hove been prepored based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporoted into these plans as a result. IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION [!][!HD RAINMASTIER EVOLUTION DX2 SERIES AUTOMATIC CONTROLLER -REFER TO DRAWINGS FOR SIZE AND ADDITIONAL INFORMATION. □ RAIN MASTER FS-000 SERIES TEE FLOW SENSOR FOR IRRIGATION -SIZE NOTED ·~--",T~...__GRl~OLD_ -~o --~IES~LECl!!IC ~NT~ v~ =.._SIZ~OT~•·· -~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ S CHAMPION 300RS-150 1-1/2" MANUAL CONTROL VALVE FOR INFIELD AREA ~J~.~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ()-~NELSON --7645 --QUICK COUPLING VAi..vE -=--1 "ToR RECYCLED WATER B GRISWOLD 2160 MASTER VALVE AND BASKET STRAINER ASSEMBLY INCLUDING 2-1/2"GRISWOLD 2160 NORMALLY OPEN MASTER VALVE WITH 24 VOLT WATERPROOF LOW WATT IRRIGATION SOLENOID, - EPOXY FUSED COATING AND MANUAL OPEIRATOR PLUS 4" WATTS, MODEL N0.97FB-CSSIB FLANGED STAINLESS STEEL BASKET STRAINER W/60 MESH STAINLESS STEEL SCREEN, lW0-4" TUF-SKIN #LB0400-TNO-BS LUG BU1TERFLY VALVE W/TRAVEUNG NUT OPERATING FOR BURIED SERVICE PER 4" STRAINER/MASTER VALVE/QC ASSEMBLY INSTALLATION DETAIL. 181 liiiJ ◄ G GRISWOLD MATCO TUF-SKIN WATTS BERMAD KBI 2160 755 LB-TNO-BS 530 01-ARA KSC MASTER VALVE AND BASKET STRAINER ASSEMBLY INCLUDING 1-1/2"GRISWOLD 2160 NORMALLY OPEN MASTER VALVE WITH 24 VOLT WATERPROOF LOW WATT IRRIGATION SOLENOID, - EPOXY FUSED COATING AND MANUAL OPEIRATOR PLUS 2" WATTS, MODEL N0.97FB-CSSIB FLANGED STAINLESS STEEL BASKET STRAINER W/60 MESH STAINLESS STEEL SCREEN, lW0-2" MATCO 755 FULL PORT BALL VALVES PER 2" STRAINER/MASTER VALVE/QC ASSEMBLY INSTALLATION DETAIL. SERIES FULL PORT BALL VALVE FOR SIZES 2-1 /2" AND SMALLER. LINE SIZE SERIES FLANGED BUTTERFLY VALVE W/TRAVELING NUT OPERATING FOR BURIED SERv1CE WITH 2• OPERATING NUT FOR SIZES 3" AND LARGER. LINE SIZE CALIBRATED PRESSURE RELIEF VALVE SET AT 125 PSI -3/4" 1" PRESSURE AIR RELEASE VALVE. PVC SWING CHECK VALVE -LINE SIZE RECYCLED WATER METIER -REFER TO WATER IMPROVEMENT PLANS FOR ADDITIONAL INFORMATION - SIZE NOTED ---BURIED PRESSURE MAIN LINE PIPING -USE PVC CLASS 200 WITH RING-TITE JOINTS FOR SIZE 4°. USE PVC CLASS 315 WITH SOLVENT WELDED JOINTS FOR SIZES 2", 2-1/2", 3" AND PVC SCH. 40 WITH SOLVENT WELDED JOINTS FOR SIZES 1-1/2" AND SMALLER. -SIZE NOTED -USE PURPLE COLORED PIPE FOR FUTURE RECYCLED WATER. --FS-- ' BURIED NON-PRESSURE LATERAL LINE PIPING -USE PVC SCHEDULE 40 FOR LATERAL LINE PIPING INSTALLED WITHIN PLANTING AREAS AND FOR LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS -SIZE NOTED -USE PURPLE COLORED PIPE FOR FUTURE RECYCLED WATER. CONTROL WIRE CONDUIT INSTALLED UNDER PAVED AREAS SHALL BE INSTALLED BY IRRIGATION CONTRACTOR -USE PVC SCHEDULE 40 PIPE FOR CONDUITS UNDER PAVING -SIZE NOTED. IRRIGATION PIPE SLEEVE INSTALLED UNDER PAVED AREAS SHALL BE INSTALLED BY IRRIGATION CONTRACTOR -USE PVC SCHEDULE 40 PIPE FOR IRRIGATION PIPING INSTALLED UNDER PAVING - SIZE NOTE. RAINMASTER 2 CONDUCTOR SHIELDED FILOW SENSOR CABLE "EV-CAB-SEN" WITHIN 1-1/2" PVC SCHEDULE 40 CONDUIT -PROVIDE PULL BOX AT A MINIMUM OF 200 FEET ON CENITER, AT AUTOMATIC CONITROLLER LOCATION, SENSOR LOCATION AND AT EACH CHANGE OF DIRECTION. REFER TO FLOW SENSOR "PULL BOX" CONSTRUCTION DETAIL FOR INSTALLATION INFORMATION. PULL BOXES ARE NOT SHOWN -18" MINIMUM COVER. INDICATES AUTOMATIC CONTROLLER STATION NUMBER INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES. INDICATES ELECTRIC CONTROL VALVE SIZE ...i;;;;;;;;;;;;;;;;,1 INDICATES MASTER VALVE -AUTOMATIC CON1ROLLER STATION NUMBER i.:•=.:..+:..:• :r-1 INDICATES PRESSURE SETTING FOR MASTER VALVES WITH PRESSURE REGULATION IF APPLICABLE • • - -INDICATES W FOR MASTER VALVE WITH NO PRESSURE REGULATION OR "W-PRV' FOR MASTER VALVE WITH PRESSURE REGllATION "-l:::::!:::::::::!.-l1NDICATES MASTER VALVE SIZE I • • ••• INDICATES AUTOMATIC CONTROLLER DESIGNATION INDICATES DEVICE TYPE, FLOW SENSOR (FS) THE IRRIGATION CONTRACTOR SHALL ADJUST THE THROTTLING STEM AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHIN THE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE. EQUIPMENT LOCATION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANITING AREA IS FOR DRAWING CLARITY (TYPICAL). 2. AUTOMATIC CONTROLLER, BACKFILOW PREVENTER ASSEMBLY, MASTER VALVE AND FLOW SENSOR LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT LOCATIONS OF THIS EQUIPMENT FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSITIONING OF OF THIS EQUIPMENIT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF EQUIPMENIT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. 3. ELECTRIC CONITROL VALVE AND GATE VALVE LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GATE VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF ELECTRIC CONTROL VALVES AND GATE VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVE AND GATE VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWINER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER. IRRIGATION SPRINKLER LEGEND -SPRAYS SYMBOL MANUFACTURER ♦ ♦ )8( .d>. c,_ 0 • § □ m TORO MODEL NO. DESCRIPTION 570Z-PRX-12P-COM-E 12" POP-UP SPRAY HEAD 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-12P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E 570Z-PRX-6P-COM-E . 6" POP-UP SPRAY HEAD NOZZLE O-T-15-360 0-T-15-180 0-T-15-90 O-T-12-360 0-T-12-180 O-T-12-90 0-T-10-360 0-T-10-180 0-T-10-90 0-T-8-360 O-T-8-180 O-T-8-90 0-T-5-360 0-T-5-180 0-T-5-90 O-T-15-360 0-T-15-180 0-T-15-90 O-T-12-360 0-T-12-180 0-T-12-90 0-T-10-360 0-T-10-180 0-T-10-90 O-T-8-360 0-T-8-180 O-T-8-90 O-T-5-360 0-T-5-180 0-T-5-90 RADIUS 15*• FT. 15** FT. 15*• FT. 12** FT. 12** FT . 12** FT. 10*• FT. 10** FT. 10** FT. 8** FT. 8** FT. 8., FT. 5** FT. 5** FT. 5** FT. 15** FT. 15*• FT. 15** FT. 12** FT. 12** FT. 12•• FT. 10** FT. 10** FT. 10*• FT. 8., FT. 8** FT. a•• FT. s•• FT. 5** FT. 5** FT. G.P.M. P.S.I. PATTERN 2.31 1.16 0.58 1.48 0.74 0.37 1.03 0.57 0.23 0.66 0.33 0.17 0.26 0.13 0.065 2.31 1.16 0.58 1.48 0.74 0.37 1.03 0.57 0.23 0.66 0.33 0.17 0.26 0.13 0.065 30 FULL CIRCLE 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. 30 FULL 30 HALF 30 QTR. ** ALL NOZZLES SHOWN ARE THE NEW TORO PRECISION SERIES SPRAY NOZZLES. ADJUST NOZZLES FOR HEAD TO HEAD COVERAGE AND AS REQUIRED TO PREVENT OVERSPRAY. IRRIGATION SPRINKLER LEGEND -ROTORS SYMBOL MANUFACT\JRER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M P.S.I. PATTERN 8 8 RAIN BIRD TORO l 5006-PL-FC-SAM-NP 6" POP-UP ROTOR -PLUS 5000-MPR-35 5006-PL-PC-SAM-NP 5000-MPR-35 5006-PL-PC-SAM-NP 5000-MPR-35 5006-PL-FC-SAM-NP 5000-MPR-30 5006-PL-PC-SAM-NP 5000-MPR-30 5006-PL-PC-SAM-NP 5000-MPR-30 5006-PL-FC-SAM-NP 5000-MPR-25 5006-PL-PC-SAM-NP 5000-MPR-25 5006-PL-PC-SAM-NP 5000-MPR-25 1806-SAM-NPCAP 1806-SAM-NPCAP 1806-SAM-NPCAP 1806-SAM-NPCAP 6" POP-UP w/ROTARY NOZZLE R17-24F R17-24H R17-24Q R13-18F 1806-SAM-NPCAP R13-18H 1806-SAM-NPCAP . R13-18Q 5012-PL-FC-SAM-NP 12" POP-UP ROTOR -PLUS 5000-MPR-35 5012-PL-PC-SAM-NP 5012-PL-PC-SAM-NP 5012-PL-FC-SAM-NP 5012-PL-PC-SAM-NP 5012-PL-PC-SAM-NP 5012-PL-FC-SAM-NP 5012-PL-PC-SAM-NP 5012-PL-PC-SAM-NP 1812-SAM-NPCAP 1812-SAM-NPCAP 1812-SAM-NPCAP 1812-SAM-NPCAP 1812-SAM-NPCAP 1812-SAM-NPCAP 644-02-E 642-02-E 644-02-E 642-02-E 12" POP-UP w/ROTARY NOZZLE . TURF GEAR DRIVEN ROTOR 1 l l l 5000-MPR-35 5000-MPR-35 5000-MPR-30 5000-MPR-30 5000-MPR-30 5000-MPR-25 5000-MPR-25 5000-MPR-25 R17-24F R17-24H R17-24Q R13-18F R13-18H R13-18Q 42 42 40 40 - - - - - - - 35* FT. 35* 35* 30* 30* 30* 25* 25• 25• 23' 23* 23' 18' 18* 18* 35* 35* 35• 30* 30• 30* 25' 25* 25* 23' 23* 23* 18' 18' 18' 55• 55* so• 7.6 3.8 1.9 5.6 2.8 1.4 3.9 2.0 1.0 3.7 1.9 0.9 2.0 1.0 0.5 7.6 3.8 1.9 5.6 2.8 1.4 3.9 2.0 1.0 3.7 1.9 0.9 2.0 1.0 0.5 12.9 12.9 6.7 50* -~ 6.7 ADJUST RADIUS AND ARC OF GEAR DRIVEN ROTOR AND ROTARY SPRINKLERS FOR HEAD-TO-HEAD COVERAGE. ,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,. 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 FULL CIRCLE HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. FULL HALF QTR. 50 c.&&..1... ------50 180" OR NOTED 50 , FULL CIRCLE 50 j 180" OR NOTED ------------------------------------------ IRRIGATION SLEEVE SIZES PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3• 4• SLEEVE SIZE 3" 3• 4" 4• 4• 6" a· NOTE; IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (lYPICAL) NOTE; FOR DRAWING CLARITY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTURES, ETC. e ., C: " ..c " u C: ·.::: ., E a. "' I{) -0 "' ;;, 'tJ r-..: I f ::, :S "' " "" I ... -I u ., C, I 0 -0 ~ ..., ::, ..c I "' <( b C: " "' " a. 'tJ ~ " 'tJ " ~ N 0 TREE PROTECTION ZONES -------------------------------~--------------------------------------------------------------------------1al M 01/11 RECORD DRAWINGS MWB APPROVAL RECOMMENDED: 7' THE PROPOSED IRRIGATION SYSTEM IS SCHEMATIC. THE CONTRACTOR SHALL PROTECT ALL TREES IN PLACE AND ROUTE PIPE AROUND EXISTING TREE ROOTS. THE CONTRACTOR SHALL PROVIDE TREE PROTECTION ZONES (TPZ) PER THE REQUIREMENTS CONTAINED IN THE PROJECT APPENDIX. ANY TREE WITHIN 20 FEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED BY THE TREE PROTECTION ZONE. ALL TREES WITHIN THE WORK AREA SHALL BE PROTECTED TO THE SATISFACTION OF THE CllY. @P d.d. Pagano . In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 IXl ,..., "' "' 0 .J. >----+-------1--------------------+-----< MICHAEL SINACORI, RCE 46214 .,., ASSISTANT CITY ENGINEER ;;, e---+-----+---------------------+-----r:::===---r.==-----t-----------------------,----------1ro DESIGNED; DRAWN; ::; MP MP 1-----------i s APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS MWB OCT 2009 ~-------------------------------------------------------------------------------------------~-~----~--------------------~--------~-----~------------------------------~a. 90° 90° 270° 90° 90° 90° 90° 90° 90° 90°192° 192° 90° 90° 60° 173° 90°90° 90° 90° 90° 90° 90° 192° 192° 192° 192° 148° 148° 90° 90° FS FS FS FS FS FS 45° FS FS FS FS A-FS-2" B-FS-2" 192° 192° 192° 90° 90° 90° FS FS FS FS FS FS 148° 108° 148° 148° 148° 108° 24 " D E E P 24" DEEP 2 4 " D E E P 24" DEEP 2 4 " D E E P 24" D E E P PB PB 24" DEEP 24" DEEP 90° 90° 173° 65° 90° 90° 148° 24" DEE P 24" DE E P 24" DEEP 24" DEEP P-5175-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 EASTBLUFF PARK IRRIGATION PLAN 8 EQUIPMENT LOCATION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS FOR DRAWING CLARITY (TYPICAL). 2. AUTOMATIC CONTROLI.ER, BASKET STRAINER/MASTER VALVE AND FLOW SENSOR LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT LOCATIONS OF THIS EQUIPMENT FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION AND EXACT POSmONING OF OF THIS EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDmONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDmONAL COST TO OWNER. J. ELECTRIC CONTROL VALVE AND GATE VALVE LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GATE VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALIATION OF ALL VALVES. SEE DETAILS FOR ADDmONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSmONING OF ELECTRIC CONTROL VALVES AND GATE VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDmONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDmONAL COST TO OWNER. SPARE WIRES: PROVIDE AND INSTALL TWO (2) SPARE CONTROL WIRES FROM AUTOMATIC CONTROLLER "A" TO ELECTRIC CONTIROL VALVE A-5. ROUTE WIRES AROUND NORTIHEAST PORTION OF MAIN UNE LOOP. TERMINATE WIRES WITHIN CONTROL I I ~-.RECYCLED WATER SIGNAGE. IRRIGATION SLEEVE SIZES PIPE SIZE J/4" 1 " 1-1/4" 1-1/2" 2" 2-1/2" SLEEVE SIZE 3• 3" 3• 4• 4" 4• 3" 6" VALVE BOX. SPARE WIRES SHALL BE A NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" DIFFERENT COLOR THAN ELECTRIC CONTROL VALVE WIRES. A-1 2" 67 OUTFIELD FENCE LOCATION LOCATION OF OUTFIELD FENCE SHOWN ON THE DRAWINGS IS DIAGRAMATIC. PRIOR TO INSTALLATION OF THE IRRIGATION SYSTEM ALONG THE OUTFIELD FENCE, THE CONTRACTOR SHALL CONTACT TH CITY TO STAKE OUT LOCATION OF THE PROPOSED OUTFIELD FENCE. -- LATERAL LINES SHALL BE INSTALLED IN SEPARATE TRENCHES 12• FROM EACH SIDE OF FENCE. DO NOT INSTALL LATERAL LINE ADJSCENT TO FENCE IN SAME TRENCH 4• 8" @P d.d. Pagano . In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 --- 01/11 CKDUST AREA IN TURF ( CKDUST AREA FOR CLARI RECORD DRAWINGS -- MWB 40 ;; - APPROVAL RECOMMENDED: 4!1--t \,½ I 1•-3• I I I 42 I >---+------+--------------------+------< MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: MP MP NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: MWB OCT 2009 c-=~ .. i-.'(_ ~~)\,- 1 "1 ¾I } ~ . ; I I I I ' .,,........,/,~ E1CYti:, ED WATER ..s ~'9' l 1E AR EA ·l \~ JR£~ RROTECTION ZONES -. --THE PROPOSED IRRIGATION SYSTEM IS SCHEMATIC. THE CONmRACTOR SHALL PROTECT ALL TREES IN PLACE AND ROUTE PIPE AROUND EXISTING TREE -.,,s,.aROOTS. THE CONTRACTOR SHALL PROVIDE TREE PROTECTION ZONES (TPZ) PER THE REQUIREMENTS CONTAINED IN TIHE PROJECT APPENDIX. ANY TREE WITHIN 20 FIEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED BY TIHE TREE PROTECTION ZONE. AILL TREES WITHIN THE WORK AREA SHAILL BE PROTECTED TO THE SATISFACTION OF TIHE CITY. 0 15 30 SHEET OF 0 L ., C 0 -" 0 u C ·.::: ., E Q_ "' I{) .. - ---...... co --...... -0 C, ;;, "C a:i I -c -::, -" ..., (/l 0 "" I ..--I u ., C, I 0 -0 N ,/ ..., ::, -" I (/l <( I 0 C 0 C, 0 a. "C ~ "1J 60 "C 0 u ,/ N 0 0 co 0 I co r-,. "' "' 0 I ..- "' :;:, co r-,. "' "' 0 ,/ a. 225° 90° 90° 90° 90°90° 270° 90° 173°173° 192° 60° 192° 173° 148° 148°270° 192° 210° 127° 90° 90° 90° 90° 90° 90° 90° 24" DEEP 24" D E E P 24" DEEP 24" DEEP 24" DEEP PB P-5175-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 EASTBLUFF PARK IRRIGATION PLAN 9 1, RECYCLB:D WATER SERVICE 1AREA I \ \ \ \ I I / I I I I I \ I I I I I I I 1 I I \ I I I \ I l i I , - ( B-37 1-1/4" 'll B-36 1" 13 B-31 \ I I 1-1/2" 39 / 1 I \ \ I I I ( j , / I , I ' ( \ I I \ / \ / I I I ,,__,,,. r J \ , ' A A. :,,"<"-,.._A ">,A f '\ I I ( \ ' ( r L l ';; / I \ ' \ \ \ 1" B-34 2" 79 40 1. \ 1' -----------------SPARE WIRES: ! j \ \ \ PROVIDE AND INSTALL TWO (2) SPARE CONTROL ~';;; '-WIRES FROM AUTOMATIC CONTROLLER "B" TO ~------1 ELECTRIC CONTROL VALVE. TERMINATE WIRES WITHIN CONTROL VALVE BOX. SPARE WIRES \ 1 SHALL BE A DIFFERENT COLOR THAN ELECTRIC 1 CONTROL VALVE WIRES. \ \ \\\<> ~ ~ \ .,(<; I "b, "'-\ "--I~( ' \ l/"1~, , -x,-......~ .:<-~~J '-✓ ( ~ ~ \ : ----....,.,x-~ B-36 TOE OF SLOPE 11 / PVS 8' ON CENTER \ : \ / , \\ ( X I c;<"' /J , ?[' /X: r //;,,' ~ I ,. ___ I "· \ > \ \ \ \ \ J / I I EQUIPMENT LOCATION NOTE I I I I I \ \ \ \ \ \ \ / \ / / \ \ \ / / / ' I I / I 1 \ \ ) 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. /f ~, \ WITHIN PLANllNG AREA -/>Jff IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA IS ~; / \ FOR DRAWING CLARITY (lYPICAL)-'/ 1 I 1 2. AUTOMATIC CONTROLLER, BASKET STRAINER/MASTER VALVE AND FLOW SENSOR LOCATIONS !, / , 1 SHOWN ON THIS DRAWING ARE APPROXIMAlE. STAKE OUT LOCATIONS OF THIS EQUIPMENT----t~---.....--'------' FDR REVIEW AND APPROVAL BY OWNER PRIOR TD INSTALLATION OF THIS EQUIPMENT. FINAL ' LOCATION AND EXACT POSmONING OF OF THIS EQUIPMENT SHALL BE DElERMINED BY THE OWNER. MINOR MODIFICATIONS OF EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDmDNAL COST TD THE OWNER- FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDmONAL COST TD OWNER. 3. ELECTRIC CONTROL VALVE AND GATE VALVE LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMAlE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GAlE VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSmONING OF ELECTRIC CONTROL VALVES AND GATE VALVES SHALL BE DElERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER_ L \ \ \ J \ \ ~/ ;~It& '\.__ --1 RECYCLED WATER SIGNAGE. C RECYCLED WATER SIGNAGE. \ 1½ \ B-33 1-112" 53 B-32 1-112" 33 \ { t I \ \ 2½ B-21 1-1/2" 39 1-1/2' 32 1" 1½ 1· 33 33 B- 1-1/2" 40 1J!i 1" ,· 33 33 33 33 33 33 33 33 33 , --\ t -- - -= --=--...,.>=----=-"",;~c::.z~-,----~=- 1~f _ _.,_,,,tRRIG:A-r1·c~~stfrrvE s;1zEs ---=-------------==- ,_ PIPE SIZE 3/4" 1. 1-1/4" 1-1/2" 2· 2-1/2" 3" 4• SLEEVE SIZE 3• 3• 3" 4" 4" 4• 6" 8" NOTE: IRRIGATION CONTROL WIRE CONDUIT SIZE SHALL BE 4" SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLED UNDER PAVING AREAS. REFER TO IRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET FOR IRRIGATION SLEEVE SIZE. (lYPICAL) NOTE: FOR DRAWING CLARllY ALL IRRIGATION SLEEVES ARE NOT SIZED, BUT SHALL BE INSTALLED AND INCLUDED AS A PART OF THE CONTRACTOR'S BID- 33 B-20 2" 78 B-18 I 2· 1 11 ~ 40 \~ \2' 59 20. 32•-s· 2½ 33 33 33 1½ 33 THE PROPOSED IRRIGATION SYSTEM IS SCHEMATIC. THE CONTRACTOR SHALL PROTECT ALL TREES IN PLACE AND ROUTE PIPE AROUND EXISTING TREE ROOTS. THE CONTRACTOR SHALL PROVIDE TREE PROTIECTION ZONES {TIPZ) PER THE REQUIREMENTS CONTAINED IN THE PROJECT APPENDIX. ANY TREE WITHIN 20 FEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED BY THE TREE PROTECTION ZONE. ALL TREES WITHIN THE WORK AREA SHALL BE PROTIECTIED TO THE SATISFACTION OF THE CITY. 33 B-16 1" 6 33 T r 33 J / y 'I- ' \ J / t • ~-I -I \ \ \ I / I / / 1 j r .,.,.. I <-----,,._j, I \ X I I / / / / / l_ ,-1(r l..c I , f \ T I-\ -~1---~ r-* -1 I ,___ \ I I\ I :-J., I / ,,L ✓ l \ \ / / / / I / \ \ \ \ \ \ I / / \ \ \ \ \ \ \ ) l.. LI ; \ I \ \ \ \~ 'r ,\ ----~~ ~ ~ \ / I \ -42 - ',, \_\ / / / / / / ----~ _... ,\ SPARE WIRES: I / PROVIDE AND INSTALL TWO (2) SPARE CONTROL WIRES FROM AUTOMATIC CONTROLLER "B" TO r ... ---'"-'--------1 ELECTRIC CONTROL VALVE. TERMINATE WIRES T , WITHIN CONTROL VALVE BOX. SPARE WIRES SHALL BE A DIFFERENT COLOR THAN ELECTRIC CONTROL VALVE WIRES. / B-11 Z' 77 ___ _II >(- D -;: 1½ :::--_ 1 p ,~-.:~.J 42 .,,....._----:;;---= 1½ 42 14 ~ ~ B-10 16 ZT 33 33 T /7), I I / 1¼ ZI T 23 27 23 23 r , 40 r _,,, 42 3; 23 23 74 ¾ 23 23 27 r 27 42 ~ ----.. ::c ¾ (/) u.J u.J (/) I-- ¾ ¾ <( @1::::::::-=®~"1::::::::::::::: ::::::E \ J =-- e ., C C -" C u C ·.::: ., E Q_ "' \{) -0 C, ;;, "C oi I f ::, :S (Jj C "" I ..--I u ., C, I 0 -0 ~ +' ::, -" I (Jj <( b RECORD DRAWINGS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, FOOTINGS, ETC AND COORDINATE ITS WORK WITH OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER FOOTINGS, UNDER ROADWAYS, UNDER PAVING, STRUCTURES, ETC, Underground Service Alert Call: TOLL FREE 1-800-227-2600 FOR IRRIGATION LEGENDS, NOTES AND DETAILS, SEE SHEETS 7, 11 AND 12. 0 15 30 60 C C C, C a. "C ~ " "C C ~ These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. TWO WORKING DAYS BEFORE YOU DIG N 0 -------------------------------~--------------------------------------------------------------------------1al APPROVAL RECOt.1t.1ENDED: o @P d.d. Pagano . In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 01/11 RECORD DRAWINGS MWB I IXl r-,. "' "' 0 .J-f----+------1--------------------+----< MICHAEL SINACORI, RCE 46214 "' ASSISTANT CITY ENGINEER ;;, e----+-----+---------------------+-----r:::===--.-:==------t-----------------------,----------1ro DESIGNED: DRAWN: ::; t.1P MP !-----------------is APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS MWB OCT 2009 ~-------------------------------------------------------------------------------------------~-~----~--------------------~--------~-----~------------------------------~a. 1-1/4"25 C-9 1-1/2"31 C-7 1-1/2"36 C-8 1-1/2"34 C-4 1"13 C-5 1"9 C-6 1-1/4"30 C-3 1-1/4"23 C-1 1"19 C-2 FSFSFSFSFS FS F S MPR FS FS (24" DEEP)(24" DEEP)(24" DEEP)(24" DEEP)(18" DEEP)(24" DEEP) (24" DEEP) P-5175-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 VISTA DEL SOL IRRIGATION PLAN 10 \' l I I \ l \ I I \ \ I I I I I I I I I I I I I I ' i '\\ ~ I I \ ' \ \ I I I J I l t , ( \ I I ' \ ' \ I I I I ~/+ f+t I I I I I I I I ,1 (fi' I I I I I 11 I I I I I I I I I I I I : I I I I II I I I I 0 et:: 0 \ \ \ \ RECYCLED WATER SIGNAGE. o....J _J w 0 ~ /, " -¥, " "¾ ~ ¾ " 1¼ 1¼ •• ~ 1 I I I I ~ I ' I I .......-:: ) t \ I I I I I I I I I r I t I I I l ,_ I t ~ 1, It~ I I I Ir) ' I I '. I I I , / / I <( /, I Ii f I I / f-----r I I ( -¾; I / I (J) I :,:\ I I 'l;/ I I/" I r/ > /,r / ' I O /1 /, I / / r ' ~\ I I I !1 I l 1:11:I I ' RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I I -- / / / C-MV POINT OF CONNECTION: POINT OF CONNECTION-CONNECT TO NEW 1-1/2" WATER METER FOR IRRIGATION. REFER TO CIVIL ,---1 ENGINEERS IMPROVEMENT PLANS FOR ADDITIONAL INFORMATION. EXISTING WATER PRESSURE: SYSTEM DESIGN PRESSURE: PEAK IRRIGATION DEMAND: 75 P.S.I. 70 P.S.I. 36 G.P.M. /~--111--~--1 • -• - w > et:: 0 g D '' ¾ 1" 1 .. / ;I 1/ I ~ 3/4 ¥, 1 .. ~ 1 .. 1 .. ¾ ¾ " 1" 1/2 ¾ 1:4 ¾ ¾ ¾ 1 • ¾ ¾ ¾ ¾ 1/ - - I ~ I V STA \ DEL SOL -----~------~-------------------- -' - rr-11 RECYCLED WATER SIGNAGE. .......... LL LL =, _J (I] f----- (J) -r~, ........ ----1-------1--- - - - - - - - ---- - - - - ---- - - ----.......... ::--.__ <( w v • ,f " ~ =v. \. ---v......J. - - - - - - - - - - - - - - - - - - - - - - - - -........_ ;: "~ \ ; 7 ,---J 1UTQMATIC CONTROLLER "c" ROVIDE AND INSTALL ONE (1) RAINMASTER EVOLUTION DX2-12 -12 STATION AUTOMATIC CONTROLLER "c" WITHIN A JOHN DEER GREEN TECH TOP ENTRY I I \ \ \ \ \ \ \ ) I e ., C: ' STAINLESS STEELE VANDAL RESISTANT ENCLOSURE ASSEMBLY MODEL # SA6-RM4-12/RFL/FSA-150P. THE ASSEMBLY SHALL INCLUDE THE SPECIFIED .__ .... CONTROLLER, LOW PROFILE FLAT ANTENNA (INSTALLED ON THE ENCLOSURE), AN INTERCONNECT CABLE AND FLOW SENSOR ASSEMBLY. THE 120 VOLT POWER SUPPLY FOR THE CONTROLLER SHALL BE PROVIDED AT THE CONTROLLER BY THE I I I C ..0 C u -~ CONTRACTOR. FINAL HOOK-UP OF THE AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE. EQUIPMENT LOCATION NOTE 1. INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING, CONTROL VALVES, ETC. WITHIN PLANTING AREA -f,Jff IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANllNG AREA IS FOR DRAWING CLARITY {TYPICAL). 2. AUTOMATIC CONTROLLER, BASKET STRAINER/MASTER VALVE AND FLOW SENSOR LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. STAKE OUT LOCATIONS OF THIS EQUIPMENT FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION ANO EXACT POSmONING OF OF THIS EQUIPMENT SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDmONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDmONAL COST TO OWNER. 3. ELECTRIC CONTROL VALVE AND GATE VALVE LOCATIONS SHOWN ON THIS DRAWING ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND GATE VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. SEE DETAILS FOR ADDITIONAL VALVE INSTALLATION INFORMATION. FINAL LOCATION AND EXACT POSITIONING OF ELECTRIC CONTROL VALVES ANO GATE VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFlCATIONS OF ELECTRIC CONTROL VALVE AND BALL VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDmONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDmONAL COST TO OWNER. TREE PROTECTION ZONES THE PROPOSED IRRIGATION SYSTEM IS SCHEMATIC. THE CONTRACTOR SHALL PROTECT ALL TREES IN PLACE AND ROUTE PIPE AROUND EXISTING TREE ROOTS. THE CONTRACTOR SHALL PROVIDE TREE PROTECTION ZONES (TPZ) PER THE REQUIREMENTS CONTAINED IN THE PROJECT APPENDIX. ANY TREE WITHIN 20 FEET OF ANY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED BY THE TREE PROTECTION ZONE. ALL TREES WITHIN THE WORK AREA SHALL BE PROTECTED TO THE SATISFACTION OF THE CllY. FOR IRRIGATION LEGENDS, NOTES AND DETAILS, SEE SHEETS 7, 11 AND 12. Underground Service Alert Call: TOLL FREE 1-800-227-2600 lWO WORKING DAYS BEFORE YOU DIG 0 10 20 40 E C. a, I() .. - -.::::. IXl .::::. -a "' ii: ""C d -I f ::, :S Ill C "" I ... -I u ., C, I a -a ~ ..., ::, ..0 I Ill <( b C: C "' C a. ""C ~ ""C ""C C ~ N a ~---------------------------~~~----~-------------------~--~----------~-------------------------------1al APPROVAL RECOMMENDED: a @P 01/11 . RECORD DRAWINGS MWB I IXl ,-... I') a, a d.d. Pagano In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 >---+-----+--------------------+---------< MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER .J. I') :;:, (714) 771-9200 FAX (714) 771-9202 e--+------l--------------------+----t:===---r:=:-:::-:----t------------------------r--------1ro DESIGNED: DRAWN: ::; MP MP 1--------..,s APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS MWB OCT 2009 ---------------------------------------------------------------------------------------~-~------------------------~-------------~----------------------------~a. P-5175-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 EASTBLUFF PARK / VISTA DEL SOL IRRIGATION DETAILS 11 I GV PLAN I •I 'ijlllilllll11 'llllilllll1 '11-111 0ITT 11 TT 111 11 6 0111 '=I I 10 0 ~ 5 11==1!1 11w111u ,' Ill IIJdllr 111111_11,,'' lllw' 111~ =' 7 LEGEND 1. ROUND VALVE BOX WITH PURPLE BOLT-DOWN COVER. HEAT BRAND "GV" ON VALVE BOX LID IN 2" HIGH CHARACTERS. 2. FINISH GRADE. 3. TUF-SKIN LUG BUTTERFLY VALVE W/TRAVELING NUT OPERA TING BURIED SERVICE. LINE SIZE. 4. 6" PVC SCH. 40 EXTENSION-LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK -8" DEPTH. 6. COMMON BRICK -(2 REQUIRED). 7. 2" CLEAR SPACE. 8. PVC SCHEDULE 80 SLIP COMPANION FLANGE WITH GASKET. SAME SIZE AS GATE VALVE. (TYP.) 9. STAINLESS STEEL NUTS AND BOLTS. (TYP.) 10. PVC PRESSURE MAINLINE PIPE. 11. "RECYCLED WATER TAG" PER SPECIFICATIONS. SECTION 12. RECYCLED WATER -DO NOT DRINK PLAN 3 • 1" IN TURF AREAS. 2" IN SHRUB AREAS. FLANGED BUTTERFLY VALVE SCALI: N.T.S. (3" AND LARGER) rp LEGEND 1. RECTANGULAR VALVE BOX WITH PURPLE BOLT-DOWN COVER HEAT 10 BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 4 3 > (I) SECTION 2. FINISH GRADE. 3. FULL PORT BRASS BALL VALVE WITH LEVER HANDLE OPENED POSITION. 4. 3/4" CRUSHED ROCK -8" MINIMUM DEPTH. 5. COMMON BRICK (2 REQUIRED). 6. 12" LONG SCHEDULE 80 TOE NIPPLE. (TYPICAL) 7. 2" CLEARANCE. 8. PVC SxS COUPLING. 9. PVC MAIN LINE PIPE. 10. RECYCLED WATER -DO NOT DRINK * 1" IN TURF AREAS. 2" IN SHRUB AREAS. BALL VALVE (2-1/2" AND SMALLER) rp SCALE: N.T.S. NOTE: FINAL LOCATION AND EXACT POSITIONING OF AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. LEGEND 8 1. AUTOMATIC IRRIGATION CONTROLLER. 2. 120 VOLT POWER SWITCH AND RECEPTACLE. • 3. FINISH GRADE. I 4. EXISTING 2" CONDUIT UNDER BUILDING. 5. 120 VOLT POWER SUPPLY WIRING IN CONDUIT. r.i 6. NEW 2" P.V.C. CONDUIT. l!!I 7. EXISTING 2" P.V.C. SWEEP ELL. 8. CONTROL WIRING TO ELECTRIC CONTROL VALVES. JO" i---!6 5 FLOOR NOTE: INSTALL ALL WIRING PER LOCAL CODE. WALL MOUNT AUTOMATIC CONTROLLER 9 SCALE: N.T.S. FOR EASTBLUFF PARK I I I I I I I I I I \ \ I \ I I I I I I I I LEGEND 1 . FLOW SENSOR SEE SPECS. 2. RECTANGULAR VALVE BOX W/PURPLE BOLT DOWN COVER. HEAT BRAND VALVE "FS" ON LID IN 2" HIGH CHARACTERS. 3. CONDUIT BACK TO DECODER AT CONTROLLER. 4. MASTER VALVE SEE PLAN FOR SIZE. 5. TO IRRIGATON POINT OF CONNECTION. 6. FINISH GRADE. 7. RECYCLED WATIER -DO , 5X PIPE DIA. 1 OX PIPE DIA. / NOT DRINK ' / NO PIPE RESTRICTIONS, FITTINGS, / COUPLINGS OR OTHER SPLICES ,, TO OCCUR IN THE PIPE RUNS OF / LENGTHS GIVEN ------ NON-INTERUPTED PIPE RUN I 5x DIA OF I , PIPE. SAME SIZE AS SENSOR. * I 10x DIA. OF I , PIPE. SAME , SIZE AS SENSOR. 4 FLOW SENSOR / MASTER VALVE LAYOUT SCAlI: N.T.S. 17 PLAN SECTION LEGEND 1. ELECTRIC CONTROL VALVE. 2. RECTANGULAR VALVE BOX W/PURPLE BOLT DOWN COVER. HEAT BRAND CONTROLLER DESIGNATION AND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. 3. CHRISTY'S I.D.TAG -NUMBERED TO MATCH DRAWINGS. 4. FINISH GRADE. 5. 12" LONG SCHEDULE BO TOE NIPPLE. 6. PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 7. COMMON BRICK (4 REQUIRED). B. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. ELECTRIC CONTROL VALVE SCAI.£: N.T.S. ..---- <( 2" IN SHRUB AREAS. 1 " IN TURF AREAS. 7 9. 3/4" CRUSHED ROCK. B" DEEP. 10. CONTROL/COMMON WIRES FROM CONTROLLER. 11. PVC SCHEDULE 40 PIPE. 12. PVC SxS 90 DEG. ELL. 13. WIRE CONNECTOR. 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. 15. COIL WIRES PER SPECIFICATIONS. 16. CHRISTY'S RECYCLED WATER WARNING TAG 17. RECYCLED WATER -DO NOT DRINK rp - D 0~-[LJ~ @~-[□) @1---•• 12 0--() PLAN VIEW 2 .--12· LEGEND 1. 1 O" DIAMETER CIRCULAR VALVE BOX. 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 3. 12" x 18" RECTANGULAR VALVE BOX. 4. 20" x 30" RECTANGULAR VALVE BOX. NOTES A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS -SET 1" ABOVE FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE - INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUND-COVER. D. SET VALVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. VALVE BOX LAYOUT SCALE: N.T.S. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. 11 r 6 SECTION PLAN 12' MAX, 6' MIN. LEGEND 1. 1 O" ROUND VALVE BOX WITH PURPLE BOLT-DOWN COVER -HEAT BRAND "Qcv" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. 3/4" CRUSHED ROCK. 6" MINIMUM DEPTH. 4. BRASS NIPPLE. (LENGTH AS REQUIRED). 5. BRASS 90 DEGREE ELL 6. MAINLINE PIPING. 7. MAINLINE FITTING. 8. BRASS 90 DEGREE STREET ELL. 9. BRASS NIPPLE -6" LONG. 10. QUICK COUPLING VAVLE. 11. WALK OR CURB. 12. PVC SxT SCHEDULE 40 90' ELBOW. 13. STEEL ANGLE STAKE. SECURE W/ (2) STAINLESS STEEL HOSE CLAMPS. 14. RECYCLED WATER -DO NOT DRINK • 1" IN TURF AREAS. 2" IN SHRUB AREAS. NOTE: DO NOT OVER TIGHTEN BRASS NIPPLE INTO QUICK COUPLING VAf.VE. USE TEFLON TAPE ON Af.L MALE PIPE THREADS. CHECK FOR LEAKS. QUICK COUPLING VALVE -IN BOX SCALE: N.T.S. rp 1 ½½½-'/,½½½½1/,½½½½½½½01// - LEGEND 1. 30" DEEP VALVE BOX WITH PURPLE PLASTIC BOLT-DOWN COVER. SEE SPECIFICATION FOR SIZE AND TYPE OF BOX REQUIRED. 2. 4" TUF-SKIN #LB0400-TNO-BS LUG BUillRFLY VALVE W/TRAVEUNG NUT OPERATING BURIED SERVICE. 3. RN/SHED GRADE. 4. 4" PIPE FROM POINT OF CONNECTION -ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS (TYP). 5. 4" SPEARS SCH. BO PVC ONE PIECE FLANGE (TYPICAL). 6. 4" DUCTILE IRON FLANGED SPOOL -LENGTH AS REQUIRED (TYPICAL). 7. 4" WATTS, MODEL N0.97FB-CSSIB FLANGED STAINLESS STEEL BASKET STRAINER W/60 MESH STAINLESS STEEL SCREEN. 8. 12" x 12" x 6" CONCRETE SUPPORT FOR GRINNELL PIPE SUPPORT. 9. 2-1/2" GRISWOLD, NORMALLY OPEN MASTER CONTROL VALVE -SEE DRAWING AND LEGEND FOR SIZE AND TYPE. 10. 3/4" CRUSHED ROCK -12" DEEP, MIN. 2 I I I Ill~[' r 11 11. 4" PIPE TO IRRIGATION SYSTEM -ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS. 12. CONTROL AND COMMON WIRES AN CONNECTORS TO DESIGNATED AUTOMATIC CONTROLLER. 13. QUICK COUPLING VAf.VE PER SPECIFICATIONS. TYPICAL. 14. TAP FLANGED SPOOL FOR INSTALLATION OF QCV SWING JOINT CONSISTING OF 2 -1" BRASS NIPPLES 3" IN LENGTH AND 1-1" BRASS 90' ELBOW. TYPICAL. 15. SINGLE COARSE OF CINDER BLOCK ALONG ENTIRE EDGE OF VAf.VE BOX. 16. 416 STAINLESS STEEL NUTS AND BOLTS WITH FLANGE GASKET. (TYPICAf.) 17. 4"X2-1/2" DUCTILE IRON REDUCING COMPANION - 2 REQUIRED. (TYPICAL). 18. SHORT BRASS NIPPLE (2 REQUIRED). 19. 1-1 /2" PVC SCHULE 40 CONDUIT FOR MASTER VALVE CONTROL SND COMMON WIRES PLUS FLOW SENSOR CABLE. 20. 1-1 /2" PVC SCHULE 40 CONDUIT FOR FLOW SENSOR CABLE. 4• BASKET STRAINER MASTER VALVE ASSEMBLY 1 SCALE: N.T.S. WITH 2-1/2" MASTER VALVE 11 2 15 2 11 6 3 :.. 4 30' MIN, 14 LEGEND 1. 30" DEEP VALVE BOX WITH BOLT-DOWN COVER. SEE SPECIFICATION FOR SIZE AND TYPE OF BOX REQUIRED. IDENTIFY BOX AS RECLAIMED WATIER. 2. BRONZE BALL VALVE WITH LEVER HANDLE -OPENED POSITION. SEE DWG FOR SIZE. 3. FINISH GRADE. 4. FROM POINT OF CONNECTION -ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS (TYP) 5. PVC FEMALE ADAPTER. 2"sxs COUPLING W/2"x1-1/2" SxT REDUCING BUSHING FOR 1-1/2" ASSEMBLY. SEE DWG FOR ASSEMBLY SIZES. 6. BRASS NIPPLE (7 REQUIRED) 7. WATTS, MODEL N0.97FB-CSSIB BASKET STRAINER W/60 MESH STAINLESS STIEEL SCREEN. SIZE NOTED 8. 12" x 12" x 6" CONCRETE SUPPORT FOR GRINNELL PIPE SUPPORT. 9. 3/4" CRUSHED ROCK -12" DEEP. 10. TO IRRIGATION SYSTEM -ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS. 11. QUICK COUPLING VALVE PER SPECIFICATIONS. 12. BRASS COMPANION FILANGE (2 REQUIRED) 13. BRASS TEE FOR QUICK COUPLING VALVE INSTALLATION 14. SINGLE COARSE OF CINDER BLOCK ALONG ENTIRE EDGE OF VALVE BOX. 15. 1-1 /2" GRISWOLD, NORMALLY OPEN MASTER CONTROL VALVE -SEE DRAWING AND LEGEND FOR SIZE AND TYPE. 16. 1-1 /2" PVC SCHULE 40 CONDUIT FOR MASTER VALVE CONTROL SND COMt.lON WIRES PLUS FLOW SENSOR CABLE. 17. 1-1/2" PVC SCHULE 40 CONDUIT FOR FLOW SENSOR CABLE. 2• BASKET STRAINER MASTER VALVE ASSEMBLY 2 SCALE: N.T.S. WITH 1-1/2" MASTER VALVE e ., C: " ..c " u C: ·.:: ., E C. "' ll1 -' IXJ '--0 ~ -I f ::, :S "' " "" I ... -I u ., C, I 0 ~ 0 ~ ..., ::, ..c I "' <( b C: " "' " a. -,::, ~ " -,::, " ~ N 0 -----------------------------~-----------------------------------------------------------------------1al APPROVAL RECOMMENDED: o @P d.d. Pagano . In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 01/11 RECORD DRAWINGS MWB >---+-----+--------------------+-------< MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER I IXl r-,. "' "' 0 .J. "' :;:, e--+------l--------------------+----t:===---r:=:-:::-:-----t------------------------r--------1ro DESIGNED: DRAWN: ::; MP MP 1-----------is APPROVED CHECKED: DA lE: SHEET OF / NO. DAlE DESCRIPTION OF REVISIONS MWB OCT 2D09 ---------------------------------------------------------------------------------------~-~------------------------~-------------~----------------------------~a. P-5175-S 13 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 EASTBLUFF PARK / VISTA DEL SOL IRRIGATION DETAILS 12 8 7 2" LEGEND 1. 2. 3. AT TIME OF INSTALLATION, SET ROTOR FLUSH WITH ADJACENT WALK OR CURB AND 1 / 4" ABOVE FINISH GRADE IN OPEN AREAS FOR SODDED TURF AND FLUSH WITH ADJACENT WALK OR CURB AND 4" ABOVE FINISH GRADE IN OPEN AREAS FOR SEEDED TURF.• SIDEWALK OR CURB. 5" OR 6" POP-UP ROTOR HEAD. 4. LATERAL LINE PIPE. 5. 6. 7. 8. * PVC SxSxT TEE. PVC TxT 90 DEGREE STREET ELL. PVC SCHEDULE 80 NIPPLE -12" LONG. FINISH GRADE. ADJUST ANY RAISED SPRINKLER HEADS TO PROPER HEIGHT (1 /4" ABOVE FINISH GRADE) PRIOR TO END OF MAINTENANCE PERIOD. * NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. 5" OR 6" POP-UP ROTOR HEAD SCALE: N.T.S. '~ i • °i"/MirlMij'IMij'j!ll I !11ir!Mir!Mir!Mirl11 -II , "'I l!;j'/JfJll1 I §r§r§r§r/11j I llrr/111 ""'IJJ;j'~IMij'/111 I ~I'" -I I t---"-'-11 c • (\J ~ 3 6 4 LEGEND 1. AT TIME OF INSTALLATION, SET ROTOR FLUSH WITH ADJACENT WALK OR CURB AND 1/4" ABOVE FINISH GRADE IN OPEN AREAS FOR SODDED TURF AND FLUSH WITH ADJACENT WALK OR CURB AND 4" ABOVE FINISH GRADE IN OPEN AREAS FOR SEEDED TURF.* 2. SIDEWALK OR CURB. 3 . 12" POP-UP ROTOR HEAD. 4. LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. PVC TXT 9 D' STREET ELL. 7. PVC SCHEDULE 80 NIPPLE - 12" LONG. 8. FINISH GRADE. * 4" MINIMUM. 6" MAXIMUM. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. ADJUST ANY RAISED SPRINKLER HEADS TO PROPER HEIGHT (1/4" ABOVE FINISH GRADE) PRIOR TO END OF MAINTENANCE PERIOD. 12" POP-UP ROTOR HEAD SCALE: N.T.S. MCV @ .,. • • B LEGEND 1. 1 O" ROUND VALVE BOX W/GREEN BOLT-DOWN COVER. HEAT BRAND "MCV" ON VALVE BOX. LID IN 2' HIGH CHARAACTERS. 2. FINISH GRADE. 3. MANUAL CONTROL VALVE WITH BRONZE CROSSHANDLE. 4. PVC PIPE TO SPRINKLERS-ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEGREE ELLS . 5. 3/4" CRUSHED ROCK -8 DEPTH. 6. COMMON BRICK -(2 REQUIRED). 7. PVC MALE ADAPTER. (TYP.) 8. PVC SXT 90 DEGREE ELBOW. 9. PVC SCH. 80 NIPPLE. LENGTH AS REQUIRED. 10. PVC MAINLINE PIPE. 11. CHRISTY'S RECYCLED WATER WARNING TAG • 1" IN TURF AREAS . 2" IN SHRUB AREAS. MANUAL CONTROL VALVE -IN BOX up SCALE: N.T.S. y ~\ ~~'.lllr»>~ ~ ~ 1/,, NOTE: ALL THRUST BLOCKS AND MAIN LINES SHALL BE INSTALLED, SIZED AND TESTED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS WHICH SHALL BE A PART OF THE INSTALLATION SPECIFICATIONS. THRUST BLOCK SCALE: N.T.S. 5 4 6" POP UP SPRAY HEAD SCALE: N.T.S. LEGEND 1. 6" POP-UP SPRAY HEAD. 2. WALK OR CURB. 3. FINISH GRADE. 4. LATERAL LINE PIPE. 5. PVC SxSxT TEE. 6. MARLEX 90' STREET ELL. 7. PVC SCHEDULE 80 NIPPLE -12" LONG. • 1" IN TURF AREAS. 3" IN PLANTING BEDS. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. LEGEND 1. 12" POP-UP SPRAY HEAD WALK OR CURB. 2. FINISH GRADE. 3. LATERAL LINE PIPE. 4. 5. 6. PVC SxSxT TEE. MARLEX 90' STREET ELL. PVC SCHEDULE 80 NIPPLE 7. 12" LONG. • 1" IN TURF AREAS. 3" IN PLANTING BEDS. NOTE: USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS. 12" POP-UP SPRAY HEAD rp SCALE: N.T.S. "' z □ H ~ u H ... H ~ 0, "' "' w 0, RECORD DRAWINGS These Record Drawings have been prepared based an information submitted, In, part, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans os o result. STEP 1 STEP 2 STEP 3 0 TUBE COVER STEP 5 LEGEND STRIP BOTH WIRES. TWIST STRAND AROUND RIGID STRAND OVER HALF THE LENGTH OF STRIPPED WIRES. FOLD THE OTHER HALF OF THE RIGID STRAND OVER TWISTED STRAND AS SHOWN. INSERT THE TWISTED SPLICE INTO THE Y' ELECTRICAL SPRING CONNECTION AND TWIST OVER WIRE STRANDS IN A CLOCKWISE DIRECTION. INSERT THE CONNECTOR INTO THE GEL-FILLED DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING FINGERS TO SECURE CONNECTOR INSIDE TUBE. POSITION ALL THE WIRES THROUGH THE DEDICATED INSULATOR CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. 3M "DBY-6 DBR-6" WIRE CONNECTOR SCALE: N.T.S. ID a.. ............ V) L.... J--+-IH11 LEGEND 1. FLOW SENSOR CABLE PULL BOX WITH GREEN BOLT DOWN COVER. HEAT BRAND "FS/PB"ON LID IN 2" HIGH CHARACTERS. 2. APPROVED FLOW SENSOR CABLE INSTALLED WITHIN CONDUIT. 3. PROVIDE 30" LOOP WITHIN PULL BOX. 3 * FIELD SPLICES WILL ONLY BE ALLOWED WHERE DESIGNATED ON THE DRAWINGS. 6. COMMON BRICK -4 REQUIRED. PVC SxS COUPLING (TYPICAL). 7. PVC SCH. 40 CONDUIT. PVC SCH. 40 8. ELECTRICAL SWEEP ELL (TYPICAL). 9. FLUSH IN TURF AREAS, 2" IN SHRUB AREAS. 10. FLOW SENSOR CABLE SPLICE PER 4. FINISH GRADE. SPECIFICATIONS.* 5. 3/4" CRUSHED ROCK -6" DEEP. 11. RECYCLED WATER -DO NOT DRINK . FLOW SENSOR CABLE PULL BOX SCALE: N.T .S. 30" • <O LEGEND 1. HYDROSCAPE PRODUCTS TOP ENTRY AUTOMATIC CONTROULER ASSEMBLY (HS SERIES) NEMA 3R RAINPROOF ENCLOSURE (UL LISTED). 2. ANTENNA. 3. RAIN MASTER EAGLE SERIES AUTOMATIC CONTROLLER. 4. POWER SWITCH RECEPTACLE. 5. TERMINAL STRIP. 6. 3• PVC SWEEP ELL AND CONDUIT FOR CONTROL WIRES. 7. 1" PVC SWEEP ELL AND CONDUIT FOR 120 VAC FROM METERED POWER SUPPLY. 2 1 ~w w • IIWIIIIJJ J ,11111111 ' ' < < 111- '-1-' ·,d"., ' 8. 2" PVC SWEEP ELL AND CONDUIT FOR FLOW SENSOR CABLE AND MASTER VALVE WIRES. 9. 5/8" DIAMETER X B' GROUND ROD WITH #6 GROUND WIRE AND CLAMP. WIRE SHALL BE AS STRAIGHT AS POSSIBLE. 10. POURED CONCRETE BASE, SLOPE TO DRAIN. 11. FINISH GRADE. 2" BELOW TOP OF CONCRETE BASE. 12. FILL VOIDS WITH CONCRETE SLURRY MIX. AUTOMATIC CONTROLLER IN TOP ENTRY ENCLOSURE SCALE: N.T.S. FOR VISTA DEL SOL 7 6' MIN. 6 7 LEGEND 1. 2. 3. 4. NON-PRESSURE LATERAL LINE 5. PROVIDE CLEAN BACKFILL 2" PIPING. UNDER AND 4" AROUND PIPE. PRESSURE MAINLINE PIPING FOR 6. SEE IRRIGATION SPECIFICATIONS RECYCLED WATER. FOR BACKFILL AND COMPACTION PRESSURE MAINLINE PIPING FOR REQUIREMENTS. POTABLE WATER, IF ANY. 7. FINISH GRADE. CONTROL WIRE-BUNDLE AND TAPE 8. PROVIDE A MINIMUM SEPARATION EVERY 1 0 FEET. INSTALL ADJACENT OF 1 0 FEET BETWEEN POTABLE TO PRESSURE MAINLINE. AND IRRIGATION MAINLINE PIPING. • 12" MINIMUM BACKFILL DEPTH FROM NON-PRESSURE LATERAL LINES •• MINIMUM BACKFILL DEPTHS FROM GRADE TO TOP OF MAINLINE: 24" FOR PIPE SIZES 3" AND LARGER. 18" FOR PIPE SIZES 2 1 /2" AND SMALLER . TRENCHING (RECYCLED WATER) SCALE: N.T.S. 1 rp e ., C: " ..c " u -~ E C. "' ti') .. - "' ii: 'tJ o-J -I f ::, :S "' " "" I ... -I u ., C, I 0 -0 ~ ..., ::, ..c I "' <( b C: " "' " a. 'tJ ~ " 'tJ " ~ N 0 -----------------------------~-----------------------------------------------------------------------1al APPROVAL RECOt.1t.1ENDED: o @P d.d. Pagano . In C. IRRIGATION CONSUL TAN TS 4705 EAST CHAPMAN AVENUE ORANGE -CA 92869 (714) 771-9200 FAX (714) 771-9202 01/11 RECORD DRAWINGS MWB >---+-----+--------------------+--------< MICHAEL SINACORI, RCE 46214 ASSISTANT CITY ENGINEER I IXl ,-... I') "' 0 .J. I') :;:, e---+------1--------------------+----t:===---.:=:-:::-:-----t------------------------r--------jlXJ DESIGNED: DRAWN: ::; t.1P MP 1-----------is APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS MWB OCT 2009 ---------------------------------------------------------------------------------------~-~------------------------~-------------~----------------------------~a. P-5175-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4134 1313 EASTBLUFF PARK ELECTRICAL SITE PLAN l;ASf BLUFF PARK I I I ' I ' I I ' ' I I I I I ' ' ' I I ' I I I I \ I \ \ \ I \ I '\ X I \ : \ I I I I \ \ \ \ I \ \ \ I \ \ ~ "" X \ I I I ~ TO SCE VAULT .-----,---SERVICE PEDESTAL ~--< M 1-----+-1 OOA METER BASE, 120/240V, 1 PHASE, 3W i---+--1QOA, 2P 20A MAIN C/B 1 "C-4/18, 2/IBG, CONDUIT TO BE MIN. 24" BELOW GRADE. (3 SPARES) (POWER SOURCE) -----1t-~ 3"C QI0-.--1 O' COPPER CLAD GROUND ROD CADWELD /18 BCW FROM PEDESTAL TO GROUND ROD. 1-LINE DIAGRAM N.T.S. EB CONDUIT TO BE MIN. 24" BELOW FINISHED GRADE. TOP W/ RED SLURRY. o-----RAINMASTER CONTROLLER 120V, 240W, I 1(1), 2A ELECTRICAL CONSTRUCTION NOTES: CONTRACTOR TO STUB-UP 3" CONDUIT PER SCE REQUIREMENTS TO WITHIN FIVE FEET OF SCE VAULT, TRENCH ENTIRE DISTANCE TO VAULT. INSTALL MYERS MEUG20X-M100 PEDESTAL 8' OR GREATER EAST OF SCE VAULT PER CNB DWG. STD-206-L CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN DIGGING THE CONDUIT TRENCH DUE TO ENERGIZED HIGH VOLTAGE DUCTS IN THE VICINITY. CONTRACTOR SHALL DIG THE TRENCH TO THE END OF THE EXISTING SCE VAULT, AND FURNISH AND INSTALL THE DUCT TO WITHIN 5 FEET OF THE SCE VAULT. CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS FOR SCE TO COMPLETE INSTALLATION INCLUDING BUT NOT LIMITED TO THE FOLLOWING: CONCRETE FOR OUTSIDE OF STRUCTURE, GROUT FOR INSIDE OF STRUCTURE, GLUE, ROPE, COUPLINGS, DUCT, END BELLS, MANDREL. AND ANY OTHER MATERIALS NEEDED TO FACILITATE CONNECTION. GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH CURRENT LOCAL AND NATIONAL CODES HAVING JURISDICTION. 2. CONDUIT, UNDERGROUND MAY BE PVC SCHEDULE 40 GROUND CONDUCTOR. CONDUIT RISERS SHALL BE HOT -DIPPED GALVANIZED RIGID STEEL (HDGR) PVC COATED. ALL EXPOSED CONDUIT SHALL BE HDGR. TRANSmON TO HDGR 12" MINIMUM BELOW FINISHED GRADE. 3. CONDUCTORS SHALL BE THHN/THWN INSULATED COPPER, 75"C. ALL SPLICES SHALL BE ABOVE GROUND IN FIXTURE SERVICE FITTING (OUTLET), SERVICE PEDESTAL. 4. SERVICE PEDESTAL (METER) SHALL CONFORM TO SCE SERVICE REQUIREMENTS. CONTRACTOR SHALL BARE AND PAY ALL SERVICE CHARGES, MAKE ALL ARRANGEMENTS AND COORDINATE SERVICE INSTALLATION WITH SOUTHERN CALIFORNIA EDISON. 5. FOR BIDDING PURPOSES, THE CONTIRACTOR SHALL ASSUME THERE ARE NO EXISTING UTILITY CROSSINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT USA DIG ALERT TO CONFIRM PRIOR TO CONSTRUCTION. ELECTRICAL CONDUIT UNDER THE STREET SHALL BE CONSTRUCTED AT 3 FEET OF COVER (MIN.) ACROSS STREET. 6. CITY TO PROVIDE METER ADDRESS. ~ ~ --/ ~-- - - - -~/ - ---<------- - 0 0:: 0 ...J w 0 j:: Cl) ---i-~------ > 0 '-.] CONDUIT SHALL BE TUNNELED UNDER PAVED STREET. OPEN CUT ACROSS THE PAVEMENT WILL NOT BE ALLOWED. SEE NOTE 5.-----. PROPOSED ELECTRICAL CONDUIT. SEE 1-UNE DIAGRAM FOR DETAILl-'--t----. PROPOSED ELECTRICAL CABINET PER CITY OF NEWPORT BEACH STANDARD N0.206-L. FOR ,,,.,..1...., 1-UNE DIAGRAM SEE DETAIL!----+-~ i I ~ I, / I --~0 I 0 \'' I o \ I 1 I I .. ·. / / / (~,' ' I / II ! 'l I : '''1: : I ' I I 1 I I I Ii' I i' I I I / i I 1 I ' I I I I I I , I I I' ' 'I 'I ,' / ' I ' i' !, ,,/ ' \ '1:f-:.:.,_~::---'il ,.,.,., i I I ' ~-PROPOSED LOCATION--c51''-IRRRilGAGJ TION CQNTROLLER /I ,------- " 1 3 EXISTING PEDESTAL "SD2414X" EXISTING EDISON VAULT FIELD MARKINGS ON VENT PIPE "5103035" "OS0634" "BS2450" \ ---~- V ' ' ' I VISTA DEL SOL ." I V TETRA TECH, INC. 16241 Laguna Conyan Road, Suite 200 Irvine, Colifornia 92618 (949) 727-7099 (949) 727-7097 FAX MICHAEL L MOLINARI E16550 1E1RA lECH, INC , .... ,.,.,.,.,.,.,.,.,.,.,.,_,_ .................................... ,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,., .. ,.,.,., ' ' $CE PLANNER TIM MCGINNIS HUNTINGTON BEACH SERVICE CENTER (714) 895-0292 RECORD DRAWINGS These Record Drawings hove been prepored based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech Is not responsible for Its occurocy, nor for errors or omissions which may have been incorporated into these plons os a result. 1 01/11 RECORD DRAWINGS MWB APPROVAL RECOMMENDED: 1---+-----+-------------------+-----1 MICHAEL SINACORI, RCE 46214 ASSISTANT OlY ENGINEER DESIGNEO: DRA Mol: SHD SHD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: MWB OCT 20D9 w > 0:: 0 LL LL =:, ...J cc I-C/) <( w SHEET OF e ., C C ..c C u :: ., E a. ;;; - -' ao ' -0 Cl 3' "C -g a. L,J i.i I") -I ~ "C "C C ;3- ~ 0 ao 0 I ao r--I") Cl 0 .,I. I") ;:, ao r--I") Cl ;!, 0..: