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HomeMy WebLinkAboutW_5246_SPUBLIC WORKS DEPARTMENT ) e ~-~/ 04LJF;;~\~ GREEN ACRES RECLAIMED WATER PROJECT C-3055 APPROVED BY : DATE: (ACTING) UTILITIES MANAGER R.C.E. 46214 PREPARED BY: .""--__,__ ________ _ DATE: STEVEN D. TEDESCO R.C.E. C039261 ASL Consulting Engineers ! ;:: ili I ~ ~ ..--------1 ,S?-w-6248-8 tS ---; SHEET 1 Of 7 L----------------------------------------------------------------L--------1:i: ~ ~ . " ' -~ ~ " z m n p C: ~ 0 TI " <>~ j i I • - \IICTORIA. CITY OF IRVINE ~11,(R!l T -INOICA TES AREA SHOI\N ON LOCATION MAP VICINITY MAP NOT TO SCALE SHEET INDEX SHEET DESCRIPTION 1 TITLE SHEET 2 GENERAL NOTES, VICINITY MAP, LOCATION MAP 3 SITE PLAN 4 SPRINKLER MODIFICATIONS 5 IRRIGATION DETAILS 6 MISCELLANEOUS DETAILS 7 EXISTING IRRIGATION PLAN (REFERENCE ONLY) SYMBOL LEGEND U.C.I. • POl\£R POLE --ow--EXISTING POTABLE WATER MAIN -------EXISTING NON-PRESSURE LATERAL LINE 0 MANHOLE 1\1 TH SPRINKLERS 'tj' FIRE H'l'ORAN T -----PROPERTY LINE D METER BOX ---'t---CENTERLINE ---0-EXISTING VALVE ----S----SEl\£R LINE ---48,--PROPOSED LINE SIZE GA TE VALVE POl\£R POLE ANCHOR MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 00 TREE SHRUBBERY ....,, .,,, .,,, = ASPHALT PAVEMENT i~~~~~~i BRICKWALK I•,· . O, ·,, , ,,,I l..:.'..:.·..:c:.-.:..::..:.:.J ~LV....-LLV./j CONCRETE BUILDING 3-J: STREET LIGHT • FIELD LIGHTS • PROPOSED ELECTRIC CONTROL VAL VE 0 PROPOSED QUICK COUPLING VALUE ------W--WATER LINE ---G---GAS LINE -E--POl\£R LINE -TEL -TELEPHONE LINE -TV--CABLEVISION LINE --1 "--PROPOSED NON-PRESSURE LATERAL PIPE PVC CLASS 200 -SIZE NOTED --OW-PROPOSED POTABLE WATER MAIN PROPOSED PRESSURE MAIN LINE PIPING PVC CLASS 315 --3'.I... EXISTING PRESSURE IRRIGA TIN MAIN FLOW (GPM) ©----INDICATOR AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER X ---... INDICATOR ELECTRIC CONTROL VAL VE SIZE Underground Service Alert BASIS OF BEARINGS: Call: TOLL FREE 1-800 422-4133 BENCHMARK; ABO AC ~-B- CLR. CSG D.W. ELEV. EXIST. FH FLG G.B. INV IRR ABBREVIATIONS ABANDONED ASPHALT CONCRETE CATCH BASIN CENTERLINE CLEARANCE CASING DOMESTIC WATER ELEVATION EXISTING FIRE HYDRANT FLANGED GRADE BREAK INVERT ELEVATION IRRIGATION MIN. M.J. M.W.D. o.c. O.D. P.C.C. P.E. PROP. PVC s S.D. ss STA. ST. LT. ST. STA. MINIMUM MECHANICAL JOINT METROPOLITAN WATER DISTRICT ON CENTER OUTSIDE DIAMETER PORTLAND CEMENT CONCRETE PLAIN END PROPOSED POLYVINYL CHLORIDE SEWER STORM DRAIN STAINLESS STEEL WATER LINE STATION STREET LIGHT STREET STATION EMERGENCY TELEPHONE NUMBERS AGENCY PHON&: N!'IC'iB (714} 644-3163 (714) 644-3082 CITY Of' NEWPORT BEACH (BONITA CREEK PARK} CITY OF NEWPORT BEACH (PARK MAINTENANCE) CITY OF NEWPORT BEACH (UTILITIES} UNDERGROUND SERVICE ALERT COOSTRUCTION NOTES (714) 644-3011 (DAY} (714} 644-3717 (NIGHT) (800) 422-4133 0 REMOVE EXISTING ELECTRIC CONTROL VALVE AND REPLACE WITH NEW ffi GRISWOLD "ows" SERIES DIRTY WATER IRRIGATION VALVES PER DETAIL 5 . EXCEPT WHERE NOTED, THE NEW VALUE SHALL BE THE SAME SIZE AS THE VALVE TO BE REMOVED. RECONNECT CONTIROL AND COMMON WIRES AS REQUIRED FOR AUTOMATIC OPERATION. RETURN REMOVED VALVES TO CITY. ® CONNECT NEW PVC CLASS 315 PRESSURE MAINLINE PIPING TO EXISTING PRESSURE MAINLINE PIPING. NOTE LOCATION Of' EXISTING PIPING ON "AS-BUil T" DRAWINGS (SEE SHEET 7). @ CONNECT NEW 4" PVC CLASS 315 PRESSURE MAINLINE PIPING TO DOWNSTREAM SIDE Of' EXISTING BACKF'LOW PREVENTER. DISCONNECT EXISTING MAINLINE PIPING AND RECONNECT IT TO THE NEW IRRIGATION PRESSURE MAINLINE PIPING. SEE DETAILffiFOR PROPOSED IMPROVEMENTS. 0 INSTALL NEW LINE SIZE NIBCO F-619 FLANGED CAST IRON GATE VALVE WITH 2" OPERATING NUT PER DETAIL Ei3 ® INSTALL NEW LINE SIZE NIBCO F-619 FLANGED CAST IRON GATE VALVE WITH 2" OPERATING NUT IN EXISTING IRRIGATION MAINLINE PIPING PER DETAIL LQ LOCATION OF VALVE SHALL BE APPROVED BY CITv'S AUTHORIZED W REPRESENTATIVE PRIOR TO INSTALLATION. @ REMOVE EXISTING AUTOMATIC SPRINKLER CONTROLLER AND RETURN TO CITY. INSTALL ONE (1) NEW RAINMASTER EV18-SAT-18 STATION AUTOMATIC SATELLITE CONTROLLER "A" AND ONE (1) NEW RAINMASTER EV24-SAT-24 STATION AUTOMATIC SATELLITE CONTROLLER "B". FINAL LOCATION AND EXACT POSITIONING SHALL BE APPROVED BY CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. RECONNECT COMMON WIRES AND CONTIROL WIRES TO EACH FIELD SATELLITE IN THE NEW SEQUENCE SHOWN ON THE IRRIGATION PLAN. THE 120 VOLT ELECTRICAL POWER WILL BE THE RESIPONSIBILITY Of' THE CONTRACTOR. EXISTING ELECTRICAL POWER THAT SERVICED THE EXISTING CONTROLLER SHALL BE USED TO SERVICE NEW SATELLITE CONTIROLLERS. 0 REMOVE EXISTING SPRINKLER HEADS AND RETURN TO CITY. LATERAL LINE PIPING MAY BE ABANDONED IN PLACE. PLUG ENDS AS REQUIRED. @ FURNISH AND INSTALL NEW IRRIGATION SYSTEM AS SHOWN. SEE SHEET 4 FOR SPRINKLER HEAD LEGEND AND DETAIL ffi FOR SPRINKLER HEAD INSTALLATION. w ® CONSTRUCT 3• PVC PRESSURE MAIN PER DETAIL EB (@) CONSTRUCT 4" PVC PRESSURE MAIN PER DETAIL EB @ CONSTRUCT POTABLE WATER QUICK COUPLING VAL,; PER DETAIL ffi @ CONSTRUCT GYPSUM INJECTOR, PAD, AND BLOCK WALL PER DETAIL ffi @ CONSTRUCT 2· PVC POTABLE WATER PRESSURE MAIN PER DETAIL EB @ CONNECT TO EXISTING POTABLE WATER MAIN PER DETAIL ffi @ CONSTRUCT 3/4" SCH.40 PVC IRRIGATION INFEED LINE AND 1 /2" SCH.40 PVC GYPSUM INJECTOR LINE. ALL BENDS ARE REQUIRED TO BE LONG RADIUS. CITY OF .., / NEWPORT 11✓--,/ BEACH 0 g. ~ 3/ ~~Bl=SON J ~ . ~----41(_ LOCATION MAP NOT TO SCALE 0::: <C (._) <,:; ;:;,: 0 z a,: '::I <( V1 ' @ SEE SHEET 4 FOR SPRINKLER MODIFICATIONS @ SEE DETAIL ffi FOR PROPOSED IMPROVEMENTS @ INSTALL 3" PVC 90' BEND AND THRUST BLOCK @ INSTALL 3" PVC 45' BEND AND THRUST BLOCK CITY OF IRVINE PFIOJ■CT LOCATION ® CONNECT NEW NON-PRESSURE PIPING TO EXISTING NON-PRESSURE PIPING. NOTE LOCATION OF EXISTING PIPING ON "AS-BUil T" RECORD DRAWINGS. @ INSTALL 4" PVC 90' BEND AND THRUST BLOCK @ INSTALL 4" PVC 45' BEND AND THRUST BLOCK @ INSTALL 2" REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTER ASSEMBLY PER DETAIL 9 @ INSTALL 2" PVC TEE @ INSTALL 2" PVC 90' BEND @ INSTALL 2" PVC 45' BEND @ PULL JOINTS TO MAINTAIN ALIGNMENT @ PROVIDE ELECTRIC POWER TO THE GYPSUM INJECTOR PER PROJECT SPECIFICATIONS. @ FURNISH AND INSTALL 600 GALLON CAPACITY GYPSUM INJECTOR, TURF SOLUTION MASTER FROM SOIL SOLUTIONS CORPORATION OR APPROVED EQUAL. @ CONSTRUCT 6' HIGH BLOCK WALL PER DETAIL® @ CONSTRUCT 4" THICK CONCRETE SLAB @ CONSTRUCT 6" THICK REINFORCED CONCRETE SLAB 9 CONSTRUCT Two-24• WIDE GATES WITH LOCKABLE LATCH PER DETAIL EB @ STUCCO OUTSIDE OF BLOCK WALL TO MATCH EXISTING PARK BUILDING @ CUT AND CAP EXISTING IRRIGATION LINE AND REMOVE REMAINING EXISTING IRRIGATION LINE @ CONSTRUCT 1\2" NON-PRESSURE PVC PIPE AND CONNECT TO EXISTING IRRIGATION LINE AND SPRINKLER HEAD @ PROTECT EXISTING TREES IN PLACE @ JOIN EXISTING GRADE WITH NEW 4" SLAB @ CONSTRUCT 1/2" EXPANSION JOINT MATERIAL @ CONNECT TO EXISTING 3" IRRIGATION PRESSURE MAIN WITH COUPLING SLEEVE AND 3"x4" PVC REDUCER @ INSTALL 4" PVC CROSS @ CONNECT 3/4" IRRIGATION INFEED LINE TO NEW 4" MAIN (B) CONNECT 1/2" GYPSUM INJECTOR LINE TO NEW 4" MAIN @ CUT AND REMOVE EXISTING 2" DOMESTIC WATER MAIN AS REQUIRED TO INSTALL 2" TEE AND CONNECT TO NEW 2" DOMESTIC WATER MAIN @ BORE UNDER HARDSCAPE 29. IRRIGATION MAINS AND CONTROL WIRES SHOWN TO BE BORED UNDER EXISITING HARDSCAPE SHALL BE INSTALLED IN A 6-INCH DIAMETER (MIN.) STEEL SLEEVE PLACED UNDER THE EXISTING HARDSCAPE BY A BORING, JACKING OR DRILLING METHOD APPROVED BY THE CITY. THE EXISTING HARDSCAPE SHALL NOT BE DISTRIBUTED OR DAMAGED DURING THE CONSTRUCTION ACTIVITIES. • 30. UPON COMPLETION Of' THE IRRIGATION SYSTEM IMPROVEMENTS (PRIOR TO THE INSTALLATION OF THE GYPSUM INJECTOR), THE CONTRACTOR SHALL PERFORM THE FOLLOWING: • THE CONTIRACTOR SHALL APPLY WATER TO A DEPTH OF 8-INCHES NO SOONER THAN 24-HOURS PRIOR TO THE APPLICATION Of' SOIL AMENDMENT. • THE CONTIRACTOR SHALL CONTRACT WITH AGUINAGA FERTILIZER COMPANY INC. (714-786-9558} FOR LABOR AND MATERIALS TO APPLY THE SOIL AMENDMENT COMPRISED Of' AGUINAGA TURF PLUS (2,000 LB./ACRE) AND GYPSUM (3,000 LB./ACRE) PRE-MIXED PRIOR TO APPLICATION. • THE CONTIRACTOR SHALL APPLY WATER TO A DEPTH OF 24-INCHES OVER A 3-DAY PERIOD, AVOIDING RUN-OFF BY USING MULTIPLE CYCLES. THE DEPTH SHALL BE VERIFIED IN FIVE LOCATIONS BY THE CITY'S CONSULTANT. GENERAL NOTES 1. THE CONSTRUCTION OF THE NEW IRRIGATION IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE 2. 3. NEv.PORT BEACH CONSTIRUCTION STANDARDS. STANDARD SPECIAL PROVISj.QNS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1..9.9± EDITION AND SUPPLEMENTS AND THESE SPECIFICATIONS. IT IS THE INTENT THAT THE INSTALLATION 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 THE EXISTING IRRIGATION PRESSURE MAIN LINE PIPING AT APPROXIMATE LOCATIONS SHOWN ON THE DRAWING. EXACT LOCATION FOR POINTS Of' CONNECTION, CONNECTION TO THE NEW ELECTRIC CONTROL VALVES AND CONTROL WIRE ROUTING SHALL BE COORDINATED WITH THE CITY'S AUTHORIZED REPRESENTATIVE. THE IRRIGATION DRAWING WAS PREPARED USING THE ORIGINAL IRRIGATION BID DOCUMENTS AS A GUIDE. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CON TRACTOR TO VERIFY ALL EXISTING SITE CONDITIONS AND PROVIDE A STATEMENT OF INTENDED CONSTRUCTION PROCEDURES FOR APPROVAL BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. UNLESS OTHER'MSE NOTED AS EXISTING TO REMAIN, THE CONTIRACTOR SHALL ONLY REMOVE ALL EXISTING SPRINKLER HEADS AND NON-PRESSURE LATERAL LINE PIPING INSTALLED DURING THE CONSTRUCTION OF THE EXISTING IRRIGATION SYSTEM THAT f' ALL WITHIN THE LIMITS OF THE NEW IRRIGATION CONSTRUCTION AREA. ALL SPRINKLER HEADS REMOVED, AS WELL AS ALL OTHER EQUIPMENT SCHEDULED FOR REMOVAL, SHALL BE TURNED OVER TO THE CITY'S AUTHORIZED REPRESENTATIVE WITH A TRANSMITTAL LISTING ALL ITEMS. ALL OTHER MATERIALS TO BE REMOVED, SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. 4. ALL IRRIGATION SYSTEMS OUTSIDE OF THE NEW CONSTIRUCTION AREA SHALL REMAIN OPERATIONAL. CUT AND CAP EXISTING NON-PRESSURE LATERAL LINE PIPING AS REQUIRED TO COMPLETE THE NEW IRRIGATION CONSTUCTION. 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 CITY. 5. UNLESS OTHER'MSE NOTED, ALL IRRIGATION IMPROVEMENTSSHOWN SHALL BE CONSIDERED NEW AND SHALL BE INSTALLED IN SUCH A MANNER THAT THE NEW IRRIGATION SYSTEM WILL BE COMPATIBLE v.lTH THE EXISTING IRRIGATION SYSTEM TO PROVIDE A COMPLETE AND EFFICIENT OPERA TING SYSTEM. 6. FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE OPTIMUM OPERATION EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY'S AUTHORIZED REPRESENTATIVE TO REVIEW FIELD ADJUSTMENTS PRIOR TO INSTALLATION. IN THE EVENT NO CONTACT IS MADE WITH THE CITY'S AUTHORIZED REPRESENTATIVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 7. PERMISSION TO SHUT OFF IRRIGATION WATER FOR DEMOLITION OF EXISTING IRRIGATION SYSTEM SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO SHUT-OFF. 8. REFER TO ORIGINAL CONTRACT DOCUMENTS Of' EXISTING IRRIGATION SYSTEMS FOR ADDITIONAL INFORMATION. (REFERNCE ONLY-SHEET 7) 9. WI-IEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE 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 QUARTER 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 CITY. 10. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY Of' NEWPORT BEACH UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. 11. 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 'I\HEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 12. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 11. ABOVE FROM CAL-OSHA. 13. THRUST BLOCKS SHALL BE INSTALLED ON ALL PRESSURE MAIN FITTINGS IN ACCORD WITH THE CITY OF NEWPORT BEACH STANDARD DRAWING SID-510-L-A 14. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 15. 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. 16. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 17. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO TH[ 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. 18. THE CONTIRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SA TISF' ACTION OF THE Cl TY. PARK SH ALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTIRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STIREETS AND PARKING LOTS AFFECTED BY HIS CONSTRUCTION. 19. THE CONTRACTOR SHALL KEEP A SIGNED SET Of' APPROVED PLANS AND SPECIFICATIONS AND A COPY Of' ALL CONSTIRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 20. THE CONTIRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 21. THE CONTIRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO HARDSCAPE, LANDSCAPING AND SIGNS. 22. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TIRANSVERSE SCORE MARK OR ADJUSTABLE CONTIROL 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. 23. ALL UTILITY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO WORK. 24. ALL NEW PIPING CARRYING POTABLE WATER SHALL BE INDENTIF'IED WITH WARNING TAPE. WARNINIG 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 PERMANANT. 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. 25. THE PROPOSED NEW GYPSUM INJECTOR LINE AND WATER FEED LINES SHALL BE IDENTIFIED WITH WARNING TAPE. WARNING TAPE SHALL STATE "CAUTION: FERTILIZER LINES BURIED BELOw" IMPRINTED IN MINIMUM OF ONE INCH LETTERS, BLACK IN COLOR. 26. ALL NEW POTABLE WATER MAINS SHALL BE INSTALLED TO MAINTAIN TEN FEET MINIMUM HORIZONTAL SEPARATION FROM ALL EXISTING/NEW PRESSURE IRRIGATION MAIN LINES. WHERE PRESSURIZED IRRIGATION LINES AND POTABLE WATER LINES CROSS, THE POTABLE WATER LINE SHALL BE INSTALLED ABOVE THE PRESSURIZED IRRIGATION LINE WITH A MINIMUM CLEARANCE OF TWELVE INCHES. 27. TEST ALL NEW PRESSURE MAINS AT A STATIC PRESSURE OF 200 PSI. TEST ALL NEW NON-PRESSURE LATERAL PIPING AT A STATIC PRESSURE Of' 125 PSI. 28. CONTIRACTOR SHALL DELIVER TO THE CITY UPON COMPLETION Of' THE CORRESPONDING INSTALLATION, THE FOLLOWING EXTRA EQUIPMENT: • ONE LOCK WITH TWO KEYS FOR EACH CONTROLLER ENCLOSURE e ONE LOCK WITH TWO KEYS FOR THE GYPSUM INJECTOR GATE e ONE QUICK COUPLER WITH ATTACHED HOSE SWIVELS • ONE OF EACH TYPE OF SPRINKLER USED ON PROJECT, WITH TWO OF EACH NOZZLE SIZES AND ARCS TO FIT EACH SPRINKLER C-3055 □ PASADENA ~ \ GREEN ACRES RECLAIMED WATER PROJECT i ■ IRVlNE _J.~ / /! ,.. .• BONITA CREEK PARK IRRIGATION IMPROVEMENTS ~ □ PALM sPRINGs A;fitr;.J~~~1xttRmii!t1 GENERAL NOTES, VICINITY MAP, f 0 CAMARILLO l---+-+------------lf----1 DA1E 7 -i•-,,~ LOCATION MAP ~ ASL Consulting Engineers / )_ / ! ; STEVEN cf TEDESCO RCE C039261 EXP 12-31-97 t---+---+---------------1----t------.--------------------...... -------1'.;- 0NE JENNER STREET, SUITE 200 □ SAN BERNARDINO DAIE BY APP'D llESIC)NE() 1l£ ORAIIN RAE CITY OF NEWPORT BEACH W-6241-8 g L~~~~~~~~~~~~:::.:!._J _____________ _J ________________________ _L ___ _::::::::;:;::::..._ __ ....l....!.IR.!.:Vl~N:.:E~, :.!C.:A:!..L!:!;IF~OR!_N_I_A_9_2_7_18 _________________ □_S_A_N_D_I_E_G_O ____ L _______ _:::RE:,:Vl:::Sl~S::...., _______ ...J._CHE_0<_E_o_so_r _JLo_A_IE_&_f95 __ L __ :_:PU::B:LIC:_:WORK=::S_:DE:P_:Ml.:,:TM,:::E::_NT:,__...,,l~----=SH-::-E:E-,:_T_! _ _:_OF::7:~ '.;-z TWO WORKING DAYS BEFORE YOU DIG 714-727-7099 > w ~ □ ' '" ► " ~ z m n ► C ~ D " z ~ ,,~-- \;: z I D 5 " n ~ 0 " D O TI m 0 " D ~ ~ z " Sa z - INSTALL 4 • PVC 90' BEND AND THRUST BLOCK INSTALL 4" PVC 45· BEND AND THRUST BLOCK INSTALL 2" REDUCED PRESSURE ASSEMBL y PER DETAIL EB INSTALL 2" PVC TEE INSTALL 2" PVC 90' BEND INSTALL 2" PVC 45· BEND PRINCIPLE BACKFLOW PREVENTER PULL JOINTS TO MAINTAIN ALIGNMENT \ N'P'O I DAit '.:,,_.,. !') llESl(JtEO TI.E DRAIIN OiEO<ED SOT DAit JlM 6/95 SCALE: 1"=40' --- EXIST. MWD SERVICE CONNECTION CM-13 ---40' O' 40' 80' If f1 / I / I ; PROPOSED CONTROLLER A-2 SPRINKLER MODIFICATION 1"=30' ED ® FURNISH AND INSTALL NEW IRRIGATION SYSTEM AS SHOWN (SEE LEGEND FOR HEAD TYPE). SEE DETAIL® FOR SPRINKLER HEAD INSTALLATION. NOTE: WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF TIHE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE. TIHE IRRIGATION CONTRACTOR SHALL FIELD ADJUST TIHE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF TIHE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. PROPOSED SPRINKLER HEAD LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN 0 TORO 316-00-03 3" POP UP STREAM ROTOR 03 29 6.0 40 FULL CIRCLE Q TORO 308-00-03 !' POP-UP STREAM ROTOR 03 29 3.0 40 HALF CIRCLE 0 TORO 316-00-02 3" POP-UP STREAM ROTOR 02 22 3.0 40 FULL CIRCLE ~ TORO 308-00-02 3" POP-UP STREAM ROTOR 02 22 1.5 40 HALF CIRCLE 85.5 I I I I -f , I I PROPOSED CONTROLLER A-5 SPRINKLER MODlFICA TION 1 "=30' I / / I I / I Ji I / I·· .. / 104.2 / SEE SHEET 3 FOR CONSTRUCTION OF NEW PRESSURE MAIN PROPOSED CONTROLLER A-12 SPRINKLER MODIFICATION CD I I I I I I / 41.o I ED PROPOSED CONTROLLER B-14 SPRINKLER MODIFICATION 1"=30' ED I 60.0 I I I } / \ \ PROPOSED CONTROLLER B-20 SPRINKLER MODIFICATION I I I I I + 1"=30' PROPOSED CONTROLLER B-13 SPRINKLER MODIFICATION 1 "=30' ED C-3055 g ,----::~:---,A-=-=s=u~c-=--o-n_s_~~ti~n-g---=E~n-g~i~n-e_e_r_s_r□=iPiPA~SA~D~EN~A--111---------pmRD~:~-,~GR~E~EN~A~CR~ES~R~E~CL~AIM~E~D=~~IT~R~P~RO~JE~CT~~ ■ IRVINE / / _ __. BONITA CREEK PARK IRRIGATION IMPROVEMENTS i □ PALM SPRINGS , 0 CAMARILLO DAlE ➔-19,-,!) SPRINKLER MODIFICATIONS ~ STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 •· □ TORO 308-00-01 !' POP-UP STREAM ROTOR 01 17 1.2 40 HALF CIRCLE ONE JENNER STREET, su1TE 200 □ SAN BERNARDINO -DA-lE-+-e-r-+-------------APP-'O-+-oc-SIQI-Eo_ll_E~-111-A-.. -.KJM----1--ar-v_OF __ NEWPOR ___ T_BE_A_Oi __ ...,..._w ___ 6248-__ s_ .... ~ L ___________________________________________ __! _____ L ___ ..::::=:.:::::::.. ___ L~!'.:!~..!4=~E!:.72~;~~:2~~~~~!!..N_I_"'_9_2_7_18 ________________ □_s_A_N_D_1_EG_o ___ __! _______ _:R~E..,.:si::oo~::_s _______ _JLCHE_:.:_CK..::Eo~s::o.:..r ..Lo:...AlE.:_..:6:!./9:5:_L _ _:P'.'.'.ua:::u::,c_:v.oR::::::K::.s..'.::o~EP::AR::™::EN::::_r ___ 1-L -_::-SH:EE~T~4:~0F:~1C_3 ! ...J PLAN GV 4 7 SECTION GATE VALVE DETAIL N.T.S. 2" LEGEND 1. ROUND VALVE BOX W/BOLT-DOWN COVER. HEAT BRAND "GI/' ON VALVE BOX LID IN 2" HIGH CHARACTERS. 2. FINISH GRADE. .3. GATE VALVE WITH 2" OPERATING NUT. 4. 6" PVC SCH. 40 EXTENSION-LENGTH AS REQUIRED. 5. .3/ 4" CRUSHED ROCK -8" DEPTH. 6. COMMON BRICK -(2 REQUIRED). 7. PVC MALE ADAPTER. (TYP.) 8. 2" CLEAR SPACE. 9. CAST IRON COMPANION FLANGE & GASKET. SAME SIZE AS GATE VALVE. (TYP.) 10. STAINLESS STEEL NUTS AND BOLTS. (TYP.) 11. "RECLAIMED WATER WARNING TAG" AS PER SPECIFICATION. * 1" IN TURF AREAS. 2" IN SHRUB AREAS. (3"& LARGER) CD ~ PLAN 11 r 12" MAX. 7 8 \j • ADJUST SPRINKLER HEADS TO PROPER HEIGHT (1/4" ABOVE FINISH GRADE) PRIOR TO END OF MAINTENANCE PERIOD. LEGEND 1. SET ROTOR FLUSH WITH AND 2" FROM ADJACENT WALK OR PAVING. 2. WALK OR CURB. .3. ROTOR HEAD . 4. PVC SCH. 80 NIPPLE -TBE 2" MINIMUM LENGTH. 6" MIN. 7 SECTION 2 6 ,.... <( PLAN 15 .3 1 7 C vl,A.::./ ,....., LEGEND 1. ELECTRIC CONTROL VALVE. 2. RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. .3. CHRISTY'S 1.D.TAG -NUMBERED TO MATCH DRAWINGS. FINISH GRADE . PVC. MALE ADAPTER (TYP.) 6. PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. BENDS. 7. COMMON BRICK (4 REQUIRED). 12 .-,:_n-<·,6~ 8. COMMON WIRE TO OTHER VALVES ON I-SAME CONTROLLER. • SECTION 14 2" IN SHRUB AREAS . FLUSH IN TURF AREAS. 9 . .3/4" CRUSHED ROCK. 8" DEEP. 10. CONTROL/COMMON WIRES FROM CONTROLLER. (PROTECT IN PLACE) 11. PVC SCHEDULE 40 PIPE. 12. PVC SxS 90 DEG. ELL. 1.3. WIRE CONNECTOR. 14. EXISTING MAIN LINE FITTING W/THREADED OUTLET. 15. COIL WIRES PER SPECIFICATIONS. 16. PVC SCHEDULE BO TOE NIPPLE 17. "RECLAIMED WATER WARNING TAG" PER SPECIFICATION. ELECTRIC CONTROL VALVE DETAIL CD LEGEND 1. 1 o• ROUND VALVE BOX WITH GREEN BOLT- DOWN COVER -HEAT BRAND "QCI/' ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. .3. 3/ 4" CRUSHED ROCK. 6" DEPTH. 4. BRASS NIPPLE. (LENGTH AS REQUIRED). 5. BRASS 90 DEG. ELL 6. MAINLINE PIPING. 7. MAINLINE FITTING. 8. BRASS 90 DEG. STREET ELL. 9. BRASS NIPPLE -6" LONG. 10. QUICK COUPLING VAVLE WITH LOCKING VINYL COVER-.3/4" (RAINBIRD 33LVC) 11. WALK OR CURB. 12. POTABLE WATER TAG PER SPECIFICATIONS. * 1" IN LAWN AREAS. 2" IN SHRUB AREAS. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. N.T.S. "'>;:1/, z :::;; ' 0 ~ z :::;; 'co ~~ >);; ~ -~::< / 1/~ a SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. r ~~~-1/'~ >;; 1/'~ FINISH GRADE ~~ NON-PRESSURE ---------P-c"-t~ LATERAL LINE PIPING 6" __..--PRESSURE MAIN LINE PIPING EXISTING CONTROL WIRES - PROTECT IN PLACE PROVIDE 2" CLEAN BACKFILL 2 STEP 1 4 STEP 2 STEP 3 STEP 4 LEGEND .3 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 2. STRIP WIRES APPROX. 3/8" FROM ENDS TWIST 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 BIRO "SNAP-TITE" WIRE CONNECTOR OR APPROVED EQUAL. WIRE CONNECTOR DETAIL ED N.T.S. 1. 2" PVC (SCH 80.) POTABLE WATER PRESSURE MAIN 6. 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY, FEBCO MODEL 825Y OR APPROVED EQUAL. 2. 2" BRASS 90' ELBOW 3. 2" BRASS ADAPTER, MALE x COPPER 7. 6" THICK CONCRETE SLAB REINFORCED 'MTH W1.4xW1.4 WELD 'MRE MESH ('MOTH OF SLAB: 27-INCHES) 4. 2" COPPER TUBING TYPE "K" 5. 2" BRASS NIPPLE 2 6" 8. 6" THICK .3/4" AGGREGATE BASE 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. (TYP.) 18" (MIN.) 4 7 CONNECTION TO DOMESTIC WATER MAIN 8 I . '; • : .. -.... ; . QUICK COUPLING VALVES 5. PVC T x T 90 DEG. ELL. QUICK COUPLING VALVE DETAIL CD TYPICAL TRENCH SECTION ED 6. LATERAL LINE PIPE AND FITTING. 7. PVC T x T 90 DEG. ELL 8. PVC SCH. 80 NIPPLE -12" LONG. 9. PVC T x T 90 DEG. STREET ELL 10. FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. ROTOR POP-UP STREAM N.T.S. ROTOR DETAIL CD N.T.S. ASL ConslJting Engineers STEVEN D. TEDESCO RCE C0.39261 EXP 12-31-97 N.T.S. 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY N.T.S. CD C-3055 D PASADENA O \ GREEN ACRES RECLAIMED WATER PROJECT ~ ■ IRVINE ~ 4.Jj J I BONITA CREEK PARK IRRIGATION IMPROVEMENTS ~ 0 PALM SPRINGS t----+--+------------~~1u@\n,;xti1.rtir6i1 ~ D CAMARILLO DA1E_~i.,_:,~•--"'-~!>__ IRRIGATION DETAILS ~ i---1----t----------------+-----.-------1-------------.--------1~ ONE JENNER STREET, SUITE 200 0 SAN BERNARDINO 0A1E BY APP'D DESIGNED TLE ORA~ .DM QTY Of NEWPORT BEAat W-52-48-S :g IRVINE, CALIFORNIA 92718 0 SAN DIEGO CHECKED SDT DAlE 1----------1 ~ L ____________________________ ...1. ____________________ L ___ ..:::::::::::::::.. ___ L7!:!1!4=-,!72~7~-;27'.!:,!09!;9!!,,_ __________________________ ....1 _______ __:R.:::E'Vl,:S:ION::.::,S _______ _JL_....:::.:...L_....:6~/=95:....L_....:..P:UB::;:Ll:C..:'MlR::.:::K:::S.::D:EP_::A::.R™:=EN::,T __ ...1.___:SH~E:ET:..:6_:0F:....:7'........J z ~ Jt. ....,J u~- \; z c5 5 " 0 8 m 0 oo" " 5 1:l m O :; IJ :n ~ ~ ~ 7 0 --, ~ z ~ [IJ ~ rxi • 8 -,7 l" :D p < _, ll z rn 0 E: ~ z )> . 0 0 4 \ / ~j 1/-1 ., ..\)) ~ /~~ e-'< •' ' 46 / ;" N INFEED LINE---.!_----,-....a:::.+:,._ ___________ --, LINE ------+----+--+--"------------, ' , I E' ,. , . , . I • <. • I I . • < -L. /' • £ "~-00:?,JL I-L. ' < • • '.,:: I: <.·. ' \ . I L,J ~ EXISTING BUILDING A EXIST. SPRINKLER \-:..) HEAD (TYP.) • I 1·. . . ·,-,'._ -< . \ ' I':, ; •• -rl-. ,t ~<::, \ / < ... , L. I .• , I ' < "\ J <' \ L I. . . ••. L G"IPSUl.f< ; 'IN~CTOR •• < ,/· . , < L 44 I . I < < L , < • 10' (TYPICAL), . ' . . .< . I • I(. .. L < ' L" < : r i , < L . . -1 •• , -50 (TYi\) • L • I < L. \L I f" < ,_ • I /2" --I • • • I I ~,-< e-· 1 SP--.--·L----.------1.. . I < • ' .;( \ L /, • ' ' • ~ I < . L . .:.... GYPSUM INJECTOR DETAIL 111=2' CD L,J zo -L,J _, L,J . "--, z ii!:; -.z ~ 0 C, ~ • Q ~~ --• .... ....... ,,., 10" a. (/J • "' ....... - 21 SEE SHEET 3 FOR NEW D.W. MAIN ADJUST SPRINKLER HEAD FOR NEW COVERAGE AREA --1/2"SP-'i CONSTRUCTION NOTES INSTALL NEW LINE SIZE NIBCO F-619 FLANGED CAST ffi IRON GATE VALVE WITH 2" OPERATING NUT PER DETAIL w @ CONSTRUCT 6" THICK REINFORCED CONCRETE SLAB @ CONSTRUCT TW0-24" WIDE GATES WITH LOCKABLE LATCH PER DETAIL ffi @ STUCCO OUTSIDE OF BLOCK WALL TO MATCH REMOVE EXISTING SPRINKLER HEADS AND RETURN TO CITY. LATERAL LINE PIPING MAY BE ABANDONED IN PLACE. EXISTING PARK BUILDING @ CONSTRUCT 4" PVC PRESSURE MAIN PER DETAIL ffi @ CONSTRUCT 2" PVC POTABLE WATER PRESSURE MAIN PER DETAIL ffi @ CONSTRUCT 3/4" SCH.40 PVC IRRIGATION INFEED LINE AND @ CUT AND CAP EXISTING IRRIGATION LINE AND REMOVE REMAINING EXISTING IRRIGATION LINE @ CONSTRUCT 1\2" NON-PRESSURE PVC PIPE AND CONNECT TO EXISTING IRRIGATION LINE AND SPRINKLER HEAD @ PROTECT EXISTING TREES IN PLACE 1 /2" SCH.40 PVC GYPSUM INJECTOR LINE. ALL BEN OS ARE REQUIRED TO BE LONG RADIUS. @ CONNECT NEW NON-PRESSURE PIPING TO EXISTING NON-PRESSURE PIPING. NOTE LOCATION OF EXISTING PIPING ON "AS-BUil T" RECORD DRAWINGS (SHEET No.7) INSTALL 4" PVC 9D' BEND AND THRUST BLOCK INSTALL 4" PVC 45' BEND AND THRUST BLOCK INSTALL 2" REDUCED PRESSURE PER DETAIL EB PRINCIPLE BACKFLOW PREVENTER ASSEMBLY @ JOIN EXISTING GRADE WITH NEW 4• SLAB @ CONSTRUCT 1 /2" EXPANSION JOINT MATERIAL @) CONNECT TO EXISTING 3" IRRIGATION PRESSURE MAIN WITH COUPLING SLEEVE AND 3"x4" PVC REDUCER @ INSTALL 4" PVC CROSS @ CONNECT 3/4" IRRIGATION INFEED LINE TO NEW 4" MAIN (Bl CONNECT 1/2" GYPSUM INJECTOR LINE TO NEW 4" MAIN @ CUT AND REMOVE EXISTING 2" DOMESTIC WATER MAIN AS REQUIRED TO INSTALL 2" TEE AND CONNECT TO NEW 2" DOMESTIC WATER MAIN 4' -0" CLEAR 2 " SQ. STEEL TUBE (TYP)'\ ~ rPAIR STEEL TUBE GATES HINGE -TYP 6'-0" \ _J I 1 I I T I 39 ( 180' SWING)"""-.,._ I /3/4' SQ. ,,~ STEEL TUBE ( I PICKETS @ 3.5" OC.7 '~ GATE HATC~ 'WITH LOCK I 5 ~ I -" h ' <D I I N • ., I f I ~ T A / ' I I , / (SEE GA TE JAMB DETAIL RT) I I I I I 4" X 4" X 1 ANGLE PLAT /2'' E I I I I I I EXIST. VAL VE EXIST. 3" DOMESTIC WATER METER EXIST. BACKFLOW PRE VEN TOR T 22 1" MIN 2".J .. -2 MAX J 3/4" ID PVC TUBE -GROUTED 1/2" D • IA PLUNGE ROD IN 3/4 SQ STL TUBE WELDED TO GA TE FRAME GATE DETAIL N.T.S. \, 2"x6"x1/4" STL PLATE 4"s4x1/2" A. ,{, AT TOP BOTTOM & CENTER STL. ANGLE~ lr1/4"/ ~ WELD TO STL ANGLE 2" SQ. STL TUBE GATE-._"\! / / CONG. BLOCK / T 3 Cl □ □ 1/2" GROUT BED 2"x2"1 /4" STL PLATE WELD TUBE 2"x6"x1/4" STL PLATE =-: □ □ □ -~ WELD TO STL ANGLE ~ GATE AT OPEN 5/8" ID MACHINE BOLT POSITION GA TE JAMB DETAIL N.T.S. EXISTING BASKETBALL COURT SEE SHEET 3 FOR CONTINUATION OF NEW D.W. MAIN I t I l (VICINITY OF EXISTING BACKFLOW PREVENTER) PROPOSED IMPROVEMENTS 1. 2. 3. 4. NOTES GROUND LINE TO BE AT THE SAME ELEVATION ON BOTH SIDES OF THE WALL WALL SHALL NOT BE USED TO RETAIN EARTH. ALL CONCRETE SHALL BE POURED IN ACCORDANCE WITH SSPWC SECT. 300-3.3. PROVIDE FULL MORTAR BED AT THE BOTTOM OF THE Fl RS T COURSE AND OMIT MORTAR BETWEEN VERTICAL JOINTS OF FIRST COURSE. THE BLOCK WALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH SSPWC SECTION 303-4.1. 1 /2" EXPANSION JOINTS @ 50' MAX. --~- 11 11 I ___c_____,-I I ----.-----L-_____..l.- 5. 6. N.T.S. HORIZONTAL AND VERTICAL JOINTS SHALL BE TOOLED CONCAVE. HOLLOW MASONRY UNITS ... ASTM C-90. GRADE N. TYPE I OR II, NORMAL WEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06%. MORTAR ... 1:1/22:4 1/2 PORTLAND CEMENT-LIME-SAND RATIO. GROUT...1:3:2 PORTLAND CEMENT-SAND-PEA GRAVEL RATIO. 2,000 PSI 7. REINFORCING SHALL BE LAPPED A MINIMUM 40 BAR DIA. B. GRADE 40. UNLESS NOTED OTHERWISE PER SSPWC SECTION 201-2, JOINT REINFORCING WIRE: ASTM A82. BOND BEAMS SHALL BE PLACED AT TOP OF WALL AND SUBSEQUENTLY SPACED NOT TO EXCEED 4'-0" O.C. BELOW . PLACE FULL HEIGHT REINFORCEMENT EACH SIDE OF EXPANSION JOINT CHANGE IN HEIGHT, OR END OF WALL APPROX. FINISHED GROUND 1/5 CONTINOUS AT EACH BOND BEAM TYP. SEE NOTE 4 __ __, __ ___. _ _...,.,._,_ __ _,_ __ ~--1 _...,'.0.;,;y;,:,;,;~4"0~-TOP OF FOOTING ALL CELLS WITH VERTICAL REINFORCEMENT AND BOND BEAMS SHALL BE GROUTED SOLID. BOND BEAM LIMITS 1D SEE NOTE 1 TYP. •1 SEE NOTE 3 -#4@12" CD #4@32" #5@32" 'b I <D ., • 50(TYP. -EJBBEI BOND BEAM UNITS 43 #4@18" ~:._ 012" • POTABLE WATER CONNECTION CD 24" MIN. LAP TYP. SEE NOTE 2 #4@48" µ "' 2·-t· ...J • 1---=----=----1 u n. ,t N.T.S. NOTE: SINGLE REINFORCING BARS SHALL BE CENTERED IN CELLS. DOUBLE ROW OF REINFORCING BARS SHALL HAVE THE REINFORCEMENT PLACED IN EACH FACE. "' BLOCK WALL DETAIL N.T.S. CD C-3055 @ PROVIDE ELECTRIC POWER TO THE GYPSUM INJECTOR PER PROJECT SPECIFICATIONS. @ FURNISH AND INSTALL 600 GALLON CAPACITY GYPSUM INJECTOR, TURF SOLUTION MASTER FROM SOIL SOLUTIONS CORPORATION ,------... -=~=-,,.-_ _,L,. __ ll-----------------------=--=-:-:-:-:::::-:-:---,L,_-l-1_1 _____________ 1"1Pi'l!ll'i.t!r---:----,,-----------..L..------I N ASL Consultl·ng Engi·neers O PASADENA ~1i,, GREEN AcREs RECLAlijED wATER PRo.i:cr ~ OR APPROVED EQUAL. @ CONSTRUCT 6' HIGH BLOCK WALL PER DETAIL® @ CONSTRUCT 4" THICK CONCRETE SLAB ■ IRVINE ""1. , kil/~ _ ,• BONITA CREEK PARK IRRIGATION IMPROVEMENTS ~ 0 PALM SPRINGS 1----+--1--------------1.AC~~""~'i~.li21·1------------------1 ~ D CAMARILLO l-----+---1-------------1 :.IE .., _,I-'\$ MISCELLANEOUS DETAILS ~ STE\IEN O. TEDESCO RCE COJ9261 EXP 12-31-97 •• ONE JENNER STREET. su1TE 200 o SAN BERNARDINO t-o•-11:-+-e-v-+-------------N'l'-'D-+-[£-siGNEO __ TL_E__,.-OR-•1111--m---+-arv--OF--tEWPORT----BE-A-a-t----,---w---5248---s--1 ~ IRIIINE, CALIFORNIA 92718 0 SAN DIEGO CHECKED SOT DAIi: 1--------1; L _________________________________________________ L ___ .::::::::::::=:::::.. ___ L 7~1!4_:_z;72~7~-:17:209~9L.. _________________ _::.....: __ ....:...:....:.. ___ _,l _______ _::RE'.:_111:'.:S1:~:.:.s _______ _J_:_:=_'.::,__L:...::_~6~/9:5~L-...:::Pu:s:::u:.c.:WOR::::K:.s ,::DE~P::AR::_:™:E:::N:.:.r __ .L~SH~E:_:Er~e~o.c:...!7:.....J ;; ,. 1' I 1. I \ I \ \ ,\ \ 1\ \ I I -,. ,,,,, •. ;,'-'·"''' ~:s~::; ·• } I • ...--\ 0 ::, ...J 4 (j) A <{ ....l ' ' \ '. .\ 1,1,t f+ ft,f' ,J,t'" ,. I' ,.,~ ~- "=-=--::~-=-=-=-=--------~\_~~ ,I\\~~ o~--·. ~-· --~--·------ --. ,r.-, :.;;::;,~-:;---_ _,,, -- ,,. •. -JC 2• \ • \ ·--.-o·\ / 'IA-'' /'IZ'.' J'U" I" • • I" t" ,. t'' I" I r , .. f '/a.,. • !I tJi 1-" ---------- I" \ . • ' (A·:)96.S itt:' :z• " 11/4 I,, J/i ' 3•' :,.'' I" p.'' I" ,,, ,. . ,. I" ,r.lf • -.s'' I" • 1/e.· 11' ,. :t" .2" ! 4 ·*'"·•· ., •• f•-7··1 i r -~··•· l ' l lJ , ,! ' 915".& r'/11!'"' • (• t't••• I _--,:,-,,.,,.,.·-.;,,, -----· ~ ------~~ . ,tl~,r,-1!, ~v.;.a• ~!.g- '1" is,. ., ::Z" l+-1!1 .~ . " • @:z&>.7 'Q:7 -------- ,. ,. ' r" , .. ~--- ,,1,: ADJUST HEAD LOCATION & PATTERN AROUND SIGN IN f'INAL LOCATION AS REQUIRED . .,. ,. Z" I' ,. POINT OF CONNECTION -CONNECT TO 4" CJ. SERVICE LINE EXISTING WATER PRESSURE: 99 P.S.I. STATIC 60 P.S.l;HIGH DEMAND SYSTEM DESIGN PRESSURE: 60 P.S.I. PEAK IRRIGATION DEMAND: 105 G.P.M. RAINMASTER #RM36E-ID-36 STATION AUTOMATIC SPRINKLER CONTROLLER -WALL MOUNT INSIDE EQUIPMENT ROOM -FINAL LOCATION ANO EXACT POSITIONING OF THE AUTOMATIC CON- TROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND/OR CITY PRIOR TO INSTALLATION. 120 VOLT ELECTRICAL POWER FOR AUTOMATIC CONTROLLER HOOK-UP HAS BEEN PRO- VIDED. FINAL HOOK-UP SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ', ' • ' •• ·, /, ., ,\liDs T. \ \ ' f OR REFERENCE ONLY ORIGINAL IRRIGATION PLAN SCALE 1 '• 40'-0" RECORD DRAWING \ 1----4 INDICATES 2 BUBBLERS/TREE-SEE DETAIL 6, SHEET L-14-TYP. DATE BY DESCRIPTION APP'D. REVISIONS APl'ROVED ,;),a~ PUBLIC WORKS DI RECTOR . 12806 DATL-L:.-"'-''-="""'------J DESIGNEO CHECKEO DRAWN DATE 3,/16/67 W-5246-S BONITA CREEK PARK IRRIGATION PLAN CITY OF NEWPORT BEACH L-13 PUBLIC WORKS DEPARTMENT S_HEET 1 3 OF 1 7 SHEET 7 OF 7 P-5125-S ~ £; z I 0 5 n C, '" 0 0 ~ D " ~ rn 0 0 n ~ rn e < 2 5 ' C z , " m , n j' 0 ' ii " " ~ -D z .m " ~ ~ 0 D L " V\ r. • ..J