Loading...
HomeMy WebLinkAboutR_5958_Si" JOHN WAYNE AIRPORT ' (I' 4p CITY OF COSTA MESA .. PROJECT LOCATIONS CITY OF IRVINE VICINITY MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS SOUlHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY {800) 624-8153 (800)611-1911 -#- NIGHT CITY OF NE\\PORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT �800� 332-1321949 644-3011714 962-2411(714)542-6222(949)631-1291 (949)644-3717 TIME WARNER CABLE MESA CONSOUDA TED WATER DISTRICT CALL TOLL FREE 1-800-422-4133BEFORE YOU DIG w:::) w z � t;i � � � AVOCADO A VENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS PROJECT SITE I I I I I� �I PROJECT SITE 0 I I I C-3967 RKS DIRECTOR R.C.E. NO. 36106 APPROVED:--=<fJ-C..-:i�tJ.---� DEPUTY PUBLIC WORKS DIRECTOR / CITY ENGINEER R.C.E. NO. 47961 r--PROJECT SITE r--PROJECT SITE AVOCADO AVENUE I I I I ,� �, I I I I I I I I� �I � AVOCADO AVENUE LOCATION MAP / ti. PROJECT SITE Cl:'. 0z NOT TO SCALE I I � �l::::::::::::::;�============�E===/=====$======='==='==� r--PROJECT SITE I I I I I-en I-en w PROJECT-� SITE WESTCLIFF ;:.D.:...:R.:...:IV:..=E=--------------------------i ,,..-,�---_-_-_-_-_-_-_-_-_-_-_-_-_ -_-_-_-_-_ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---,---. U II I I I 11I11111I1111III11111 I I 111 II 11111111 I I I I I I I I I I II I I I I I I I I II I I II I ILJ ' � WESTCLIFF DRIVE LOCATION MAP "& NOT TO SCALE �� TCLA,Inc. APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: � □CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA. CA#1737� �=:::,,._ 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 �-_ (PH)661-702-1011 (FX)661-702-0293 ■ORANGE COUNTY OFFICE:1340 REYNOLDS AVENUE #103, IRVINE. CALIFORNIA 92614(PH) 949-250-1615 (FX) 949-250-1801 0 CENTRAL VALLEY OFFICE: 4600 ASHE ROAD SUITE 319, BAKERSFIELD, CALIFORNIA 93313 (PH) 661-398-9300 (FX) 661-398-9393 DATE: 9-10-1,.'l w �0:::0 Cl:'.w > 00 GENERAL NOTES 1.All WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BECONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED INTHE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRAcrs SPECIAL PROVISIONS. 2.EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELDPRIOR TO BEGINNING CONSTRUCTION. 3.ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISHTO ADJOINING IMPROVEMENTS. 4.P.C.C. SHALL BE CLASS 560-C-3250 5.CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS,SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. All OTHERUTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6.ANY DISCREPANCIES THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OFTHE ENGINEER. FAILURE TO DO SO WILL PLACE THE RESPONSIBILITY ON THE CONTRACTOR FORCORRECTION. 7.ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS ORVICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED ANDCALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SHEET INDEX 1 TITLE SHEET 2 LANDSCAPE CONSTRUCTION NOTES 3 WESTCLIFF DRIVE -LANDSCAPE IRRIGATION PLAN 4 WESTCLIFF DRIVE -LANDSCAPE PLANTING PLAN 5 AVOCADO AVENUE -LANDSCAPE IRRIGATION PLAN 6 AVOCADO AVENUE -LANDSCAPE IRRIGATION PLAN 7 AVOCADO AVENUE -LANDSCAPE PLANTING PLAN 8 LANDSCAPE CONSTRUCTION DETAILS 9 LANDSCAPE CONSTRUCTION DETAILS REVIE\\f:D: TITLE SHEET C-3967 IRIS LEE, RCE 65329 SENIOR CIVIL ENGINEER AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS DESIGNED: DRAWN: HK CHECKED: DA TE: HK 10 01 2008 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5958-S SHEET 1 OF 9 a.0 IC) .(- WESTCLIFF DRIVE AVOCADO AVENUE z w ~ / \ \ ~-PROJECT SITE APPRO Q c5 1/ DATE:_ffe_1/<-+-~-cf_/_ 1'1-9- DATE: 'f-/&-6 o/ -------- II JI ----z> ---------------------------------------------------------------------- DATE/\\ \\,,--; \ 05, ( w ~ ~ <( :r: C) z ~ CJ :::, ca c5 (.) <( CD CALI~ RECORD DRAWINGS These Record Dra'Mngs have been prepared based on information submitted, in part, by others. While this information is believed to be rel iable, City of NelNJ.)ort Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result >, t: 0 :r E 1/) .J. z ii: Ol 0 I " I ,, a " C .Q 1J ., l ·c ~ i cli n. z I " N J ~ t:l I!: ~ ~ "" ~ ., -C ., E g a >, i 0 ? ., "' .5 ..., ~ 1J C " ., ..., Iii ~ 0 0 9-c:.; GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. CONTRACTOR SHALL MAKE HIMSELIF FULLY AWARE OF SITE CONDITIONS PRIOR TO ISSUING HIS BID. LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL NOT BE A BASIS FOR ADDITIONAL COSTS DURING CONSTRUCTION. 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO RECEIVING A CLARIFICATION FROM THE ENGINEER MAY REQUIRE REMOVAL AND RE-CONSTRUCTION OR WORK PERFORMED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THE PLANS. 5. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ANY DAMAGE TO EXISTING SITE ELEMENTS OR UTILITIES SHALL BE IMMEDIATELY AND PROPERLY REPAIRED TO ITS FORMER STATE AT NO ADDITIONAL COST TO THE CITY. 6. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE THE ENGINEER. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 7. CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF DEBRIS AND EXCESS SOIL FROM SITE, PER ALL APPLICABLE CODES, AS WAS CREATED FROM HIS CONSTRUCTION AND/OR DEMOLITION OPERATIONS. GRADING NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES BEING SMOOTH WITHOUT HAVING LOW SPOTS OR GRADING IRREGULARITIES. 2. WHERE PAVING AND FINISH GRADE MEET, THE FINISH GRADE SHALL BE DEPRESSED TWO INCHES. CONSTRUCTION NOTES: 1. ALL EXISTING CONCRETE PAVING FROM BACK OF CURBS WITHIN MEDIANS SHALL BE REMOVED. FINISH GRADE SHALL BE CLEARED AND GRUBBED WITH EXCEPTION OF TREES AS DENOTED ON PLANS, (REFER TO TREE PROTECTION NOTES THIS SHEET). 2. THE FINISH FOR PROPOSED 12" WIDE CONCRETE MAINTENANCE STRIPS SHALL BE EMBOSSED CONCRETE IN A RUNNING BOND, BRICK PATTERN. THE PATTERN SHALL BE 12" WIDE AND CONTAIN A FULL THREE WIDE RUNNING BOND PATTERN OF BRICK. NO PARTIAL BRICKS SHALL BE WITHIN THE PATTERN. THE DIRECTION OF THE RUNNING BOND SHALL BE PARALLEL WITH THE STREET, OR FLOW OF TRAFFIC. ALL PAVING WITHIN THE MEDIANS SHALL MATCH THE DIRECTION OF THE RUNNING BOND. THE COLOR OF THE EMBOSSED CONCRETE SHALL BE A TERRACOTTA COLOR TO BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO ORDERING CONCRETE. ALL COLORING SHALL BE INTEGRAL WITHIN THE CONCRETE MIX. & RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 27905 SMYTH DRIVE, VALEM::IA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORA~E CO~TY OFFICE: ... "9L 1340 REYNOLDS AVENUE #103, IRVlr-E, CALIFORNIA 92614 J ~9-. (PH) 949-250-1615 (FX) 949-250-1801 NO. 12-6-10 DATE IRRIGATION NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE ENGINEER PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQUIRED TO MOVE THIS EQUIPMENT AT THE CONTRACTOR'S OWN COST. 4. DO NOT WILLIFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION TO THE ENGINEER'S SATISFACTION. 5. REFER TO THE WIRE SLEEVE LEGEND FOR WIRE SLEEVING REQUIREMENTS. 6. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES. LATERAL AND MAINLINE PIPING, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM 4" DIAMETER. 7. 120 V.A.C. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCATION BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 8. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFIFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE IRRIGATION POINT OF CONNECTION TO THE ENGINEER. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ACQUIRE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION. 9. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTABLISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE CITY ENGINEER SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSillUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. THE IRRIGATION CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT WITH SPECIFIED EQUIPMENT IF SO ORDERED BY THE ENGINEER. 10. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 11. ALL CONVENTIONAL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 12. CONTRACTOR SHALL PROVIDE AND INSTALL IN-LINE SWING CHECK VALVES AND ADJUSTABLE IN-RISER CHECK VALVES IF CONDITIONS EXIST WHICH REQUIRE CHECK VALVES TO AVOID BACK DRAINAGE TO LOWER HEADS AT NO ADDITIONAL COST TO THE CITY. 13. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL CONVENTIONAL SPRAY HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 14. WHERE SPRAY HEADS ARE INDICATED ON THE IRRIGATION PLANS, IT IS THE INTENT OF THE DESIGN TO INDICATE THE INSTALLATION OF POP-UP HEADS IN LANDSCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICULAR AREAS. IN THE EVENT THAT POP-UP HEADS HAVE NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 15. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. INSTALL NOZZLES AFTER FLUSHING. 16. THE CONTRACTOR SHALL CONTACT MR. RICK BATES AT HYDROSCAPE FOR CONTROLLER/SENSOR CERTIFICATION AT START-UP OF SYSTEM. CALL (949) 500-1122. 17. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. 18. CONTRACTOR SHALL WATER TRUCK ALL PALMS UNTIL IRRIGATION IS INSTALLED ON AVOCADO AVENUE PROJECT. "AS-BUILr RECORD DRAV.,NGS DESIGNED: DESCRIPTION OF REVISIONS CHECKED: PLANTING NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO PLANTING. 3. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE ENGINEER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. /WY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE ENGINEER SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 4. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY PLANT MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE ENGINEER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS BELOW. 5. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND OR ANY INJURY TO ANY PERSON. 6. THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED-FREE CONDITION FOR A SIXTY (60) DAY PLANT ESTABLISHMENT PERIOD AND A THIRTY (30) DAY MAINTENANCE PHASE. SEE SPECIFICATIONS. 7. PLANT QUANTITIES SHOWN ON LEGENDS ARE FOR GENERAL INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITIES. 8. CONTRACTOR SHALL LAYOUT ALL PLANTS IN THEIR ORIGINAL CONTAINERS ON SITE FOR APPROVAL OF THE ENGINEER. PLANT PITS MAY ONLY BE DUG AFTER APPROVAL OF PLANT LOCATIONS BY THE ENGINEER. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. ALL HEMEROCALLIS, ALOE 'RUDIKOPPE' ANO COTYLEDON SP. PLANTS SHALL BE PURCHASED FROM DESIGNED II NURSERY (760) 286-2641. REMAINING PLANTS SHALL BE PURCHASED FROM DESIGNED II OR MOUNTAIN STATES NURSERY (800) 840-8509. 10. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. 11. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE BACK OF CURB. TREE PROTECTION ZONE (TPZ) THE TREE PROTECTION ZONE (TPZ) IS THE AREA AROUND A TREE OR GROUP OF TREES IN WHICH NO GRADING OR CONSTRUCTION ACTIVITY MAY OCCUR. LISTED BELOW ARE MINIMAL SPECIFICATIONS FOR THE TPZ AT GENERAL CONSTRUCTION SITES. HOWEVER, THE PARKS AND TREES SUPERINTENDENT OR URBAN FORESTER MAY ADD ADDITIONAL SPECIFICATIONS FOR THE TPZ DEPENDING UPON THE SPECIES, CONDITION OF THE TREE, SITE CONDITIONS, AND DEVELOPMENT ACTIVITIES THAT MAY FURTHER IMPACT THE HEALTH OF THE TREE. 1. THE DISTANCE OF THE TPZ FROM THE TRUNK OF THE PROTECTED TREE WILL BE THREE (3) TIMES THE TRUNK DIAMETER, MEASURED AT 4-1/2 FEET ABOVE GRADE -DIAMETER BREAST HEIGHT (DBH). IF THIS DISTANCE IS LARGER THAN THE CITY RIGHT-OF-WAY, GENERALLY ONLY THE AREA IN THE RIGHT-OF-WAY WILL BE FENCED. EXAMPLE: 36" DBH X 3 = 108" OR 9'. 2. ONCE THE TPZ HAS BEEN ESTABLISHED, NO CONSTRUCTION ACTIVITY, STORAGE OF MATERIALS, DUMPING OR PARKING IS ALLOWED WITHIN THIS AREA. FENCING MATERIALS (CHAIN LINK, WIRE MESH OR SNOW FENCING) WILL BE USED TO ENCLOSE THE TPZ. THE MATERIAL MUST BE STURDY TO WITHSTAND THE CONSTRUCTION PERIOD AND DISCOURAGE CONSTRUCTION ENTRY. A PASSAGEWAY WILL BE LEFT IN THE FENCE TO ALLOW ACCESS FOR TREE MONITORING AND MAINTENANCE ACTIVITIES. 3. PRIOR TO THE INSTALILATION OF THE FENCE, A WATER BASIN WITH SITE SOIL OR TWO LEVELS OF SAND BAGS AROUND THE TREE WILL BE ESTABLISHED TO RETAIN WATER. THE BASIN WILL BE FILLED WITH WATER, MINIMALLY ONCE PER WEEK. THE BASIN IS INSIDE THE FENCE. 4. PLACEMENT OF 2" TO 4" OF COURSE ORGANIC MULCH WILL BE APPLIED OVER THE ENTIRE TPZ. THE GOAL IS TO PROTECT THE TREE AND UNDER NO CIRCUMSTANCES WILL THE TPZ BE DISTURBED OR VIOLATED WITHOUT AUTHORIZATION FROM THE CITY OF NEWPORT BEACH. ANY QUESTIONS OR ADDITIONAL ASSISTANCE MAY BE OBTAINED FROM JOHN CONWAY, URBAN FORESTER AT (949) 644-3083, OR BY EMAIL AT: jconway@city.newport-beach.ca.us. C-3967 AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS LANDSCAPE NOTES DRA'IIN: CITY OF NEWPORT BEACH R-5958-S DATE: 10/01/08 PUBLIC WORKS DEPARTMENT SHEET 2 OF 9 w ::J z w ~ w z ~ NOTE: WESTCLIFF DRIVE P□INT □F CONNECTION -'wATER, EXISTING 3/4' 'wATER METER LOCATED IN MEDIAN, CONTRACTOR SHALL REMOVE AND REPLACE METER VITH 1' METER, CONNECT MAINLINE DIRECTLY D□IJNSTREAM □F THE 'w'ATER METER, THE PRESSURE DERIVED FROM NEIJP□RT BEACH UTILITIES DEPARTMENT (949) 644-3011. PEAK VATER DEMAND, AVAILABLE PRESSURE, REQUIRED MINIMUM PRESSURE: 20,2 GPM 80,0 PSI <STATIC> 54,3 PSI MAINLINE IS SH□IJN IN STREET FDR CLARITY □F DESIGN □NL Y. LOCATE ALL PIPES \JITHIN PLANTING AREAS, TYPICAL IRRIGATION LEGEND: SYMBOL PRODUCT Q HUNTER HUNTER □ T□R□ 0 T□R□ • T□R□ I- UJ T□R□ UJ <J I T□R□ 2,8 3/4' 2" <t ----£~1· _____ _ __.-- -• c~~ -~~~ ---4" C/J C/J I.I I [SJ I- <( SYMBOL T□R□ T□R□ TORO PRODUCT UJ & z RAINMASTER ...J [fil I (.) [I] I-FEBC□ WESTCLIFF DRIVE <( IFS I ~ RAINMASTER CONTRACTOR SHALL REMOVE AND DISPOSE □F EXJSTING CABINET TD MEET ALL RELEVANT CODES AND ORDINANCES TD THE SATISFACTI□N -.___ --ir.~. [ 3" CONDUIT OF THE ENGINEER, AT THIS , APPROXIMATE L□CATl□N, fiI~N;S~TA~L;L;SiIN~G~L;E~-~MiETf!EfFR~CiA~B~JN~E;T~=u--+---(~0:::f2;.~-1~ = i7ul TRANSFORMER M□UNTJNG DETAIL PER CITY DETAIL Cl CONDUll' STD-206-L, SEE DETAIL 6, SHEET 9, z POINT OF C□NNECTI□N -CONTROLLER, CONTRACTOR SHALL INSTALL NE'w IRRIGATION CONTROLLER ADJACENT TD EXJSTING ELECTRICAL METER LOCATION, THE CONTRACTOR SHALL VERIFY LOCATION OF IRRJGATI□N CONTROLLER 'wlTH THE ENGINEER, CONTRACTOR SHALL INSTALL A NEV 4' PVC SCH, 40 IJIRE SLEEVE FDR• ALL C□NTRDL/CDMM□N 'wlRES, 1 FLD\J SENSOR C□MMUNJCATI□N CABLE, 1 \JIRE FDR THE MASTER VAL VE OF A DIFFERENT COLOR, AND 0 GRISV□LD c§) CARSON 0 VILKINS ~ MATC□ (t RAINBIRD • GRISIJ□LD ---v----------- ____ ,( ---------v----- 1020 (EM> RUTLAND ROAD. ,\1-J------,,.L _ _j ONE <1> ADDITI□NAL vlIRE FDR FUTURE USE OF n DIFFERENT COLOR <STATI□N IIA6), PROTECT IN PLACE ALL EXISTING TREES UNLESS □THER'wISE NOTED LOCATION OF CONCRETE CENTER JUNCTION PULL BOX IN MEDIAN NOSE, INSTALL MAINLINE AND IJIRE PB IJITH CONDUIT \JITHIN 4' SLEEVE AT STREET CROSSINGS, TYPICAL w z ::i ~ ~ (9 z :i,::: () ::J CD PROVIDE 24' PIGTAIL EXPANSION L□□P IN STATION IIA6 \./IRE □F DIFFERING C□L□R FDR FUTURE USE IN CENTER JUNCTION BOX, PROTECT IN PLACE ALL EXISTING TREES PER TPZ NOTES, UNLESS □THER\JISE NOTED WESTCLIFF DRIVE N□TE1 MAINLINE IS SH□IJN IN STREET FDR CLARITY □F DESIGN □NL Y, LOCATE ALL PIPES WITHIN PLANTING AREAS, TYPICAL, MODEL MPR40 06 CV MPR40-06-CV 570Z-6P-C□M 570Z-6P-C□M 570Z-6P-C□M 570Z-6P-C□M 570Z-6P-C□M 570Z-6P-C□M 570Z-6P-C□M 570Z-6P-C□M MODEL EVOLUTION 825Y EVFM 2000 SERIES MODEL 910 500 754 SERIES 33 DRLC D'w SERIES DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN MPlOOO 180 12' ,32 30 HALF 6' PDP-UP SPRAY HEAD MPl000-90 12' .16 30 QUARTER 6' PDP-UP SPRAY HEAD 10-H 9' ,60 20 HALF 6' PDP-UP SPRAY HEAD 8-H 7' ,37 20 HALF 6' PDP-UP SPRAY HEAD 8-Q 7' .17 20 QUARTER 6' PDP-UP SPRAY HEAD 5-H 4' ,10 20 HALF 6' PDP-UP SPRAY HEAD 5-Q 4' ,05 20 QUARTER 6' PDP-UP STREAM BUBBLER SB-2-1BO-PC2 1.5' ,21 30 STREAM 6' PDP-UP STREAM BUBBLER SB-4-180-PC2 2,5' ,46 30 STREAM 6' PDP-UP STREAM BUBBLER SB-90-PC2 1.5' ,21 30 STREAM DESCRIPTION SA6/RM4/6/FSB/RFL, 6 STATION TOP MOUNTED CONTROLLER ASSEMBLY, CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013, EXISTING ELECTRICAL HETER, VERIFY L□CA TI□N VITH CITY INSPECTOR, REPLACE ELECTRICAL METER PER CITY STANDARD DETAIL STD-206L RP BACKFL□IJ PREVENTER -1-1/4' FL□IJ SENSOR -1' NORMALLY CLOSED MASTER VALVE -1-1/4' 10' ROUND PLASTIC CONTROL AND COMMON IJIRE PULL B□X, C□IL MINIMUM 24' OF VIRE VITHIN BOX, PRESSURE REDUCING VALVE -LINE SIZE BRONZE FULL PORT BALL VAL VE -LINE SIZE QUICK COUPLING VALVE IJITH YELL□IJ RUBBER CAP -1' ELECTRIC REMOTE CONTROL VAL VE IN BOX -SIZE PER PLAN BURJED PRESSURE MAINLINE PIPING, SIZE PER PLAN, USE CLASS 315 FDR 2' AND LARGER, AND SCHEDULE 40 FDR 1-1/2' AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN, PIPE SLEEVE, PVC SCH, 40, FDR IRRIGATION PIPING INSTALLED UNDER PAVJNG, 4' TYPICAL, IRRIGATION CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING \JALL PENETRATIONS \JHERE NECESSARY, CONTROL \./IRE SLEEVE, PVC SCH, 40, INSTALLED UNDER PAVING BY IRRIGATION CONTRACTOR, 4' TYPICAL, 2' PROTECT IN PLACE ALL EXISTING TREES PER TPZ NOTES, UNLESS □THERIJISE NOTED 2' ----- - -_<1 _2~ ----- 2" DETAIL DETAIL 1 /SHT 8 2 /SHT 8 3 /SHT 8 4 /SHT B 5 /SHT 8 9 /SHT 9 6 /SHT 8 7 /SHT 8 B /SHT 8 1 /SHT 9 1 /SHT 9 2 /SHT 9 2 /SHT 9 2' ~~ _____ ;.:__ ___ .11... __ 14,1 w > 0::: 2" 3/4' 1/2 1/211 WESTCLIFF DRIVE PRESSURE LOSS CHART VALVE: A2 1' 'wATER METER 1-1/4' BACKFLD\J PREVENTER 1-1/4' MASTER VALVE 1' FL□V SENSOR, <FIXED> 520 LF □F 2' MAINLINE FITTINGS (20:1. MAINLINE LOSS) STATIC PSI AT POC: GPM: 20.2 1-1/2' REMOTE CONTROL VALVE LATERAL LINE LOSSES, <FIXED> ELEVATI□N (+) UPHILL, <-> D□vlNHILL SPRINKLER OPERATING PRESSURE, CD TOTAL SYSTEM LOSSES, SUMMARY, ® AVAILABLE STATIC PRESSURE AT P□C, @ AVAILABLE DYNAMIC PRESSURE AT P□c, ®x ,75 4 REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE, (D 5 RESIDUAL DYNAMIC PRESSURE, 3 - 4 80.0 2.4 PSI 9,0 PSI 1.5 PSI LO PSI 2,0 PSI 0.4 PSI 3,0 PSI 5,0 PSI 0,0 PSI 30,0 PSI 54,3 PSI 80,0 PSI 60,0 PSI 54,3 PSI 5,7 PSI IRRIGATION SYMBOL LEGEND: OVERHEAD SYSTEMS, ,.......,,...--DENOTES CONTROLLER (LETTER> AND VALVE (NUMBER> SEQUENCE ~DENOTES MAXIMUM GPM FL□IJ THROUGH VALVE ~---DENOTES VALVE SIZE ~ NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1"=20' ,I TCLA,Inc. ~~=,:,._ □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.LA. CA#1737 27905SMYTHDRIVE, VALENCIA, C'A.LIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORA.N:;E COUNTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVUE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 RECORD DRAWINGS THESE RECORD DRA\.IINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS, w'HILE THIS INFORMATION IS BELIEVED TD BE RELIABLE, CITY OF NE\.IPDRT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS \.IHICH MAY HAVE BEEN INCORPORATED INT□ THESE PLANS AS A RESULT, ~ 12-6-10 "AS-BUILT" RECORD DRAl'llNGS NO. DA TE DESCRIPTION OF REVISIONS ----!' -------Cl 0::: w WESTCLIFF DRIVE VATER TRUCK NOTE, C□NTACT□R SHALL w'ATER ALL EXISTING TREES BY 'wATER TRUCK UNTIL IRRIGATION SYSTEM IS OPERABLE TD THE ENGINEER'S SA TISFACTI□N, DESIGNED: DRAWN: CHECKED: DAlE: 6 Cl REFER TO LANDSCAPE CONSTRUCTION NOTES, SHEET 2, FOR LANDSCAPE IRRIGATION NOTES C-3967 AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS LANDSCAPE IRRIGATION PLAN WESTCLIFF DRIVE R-5958-S 10 01 D8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 9 w ::J z w ~ w z 5: REMOVE ALL EXISTING CONCRETE AND REPLACE \JITH EMBOSSED TERRACOTTA COLORED CONCRETE PAVING IN RUNNING BOND PATTERN AS SH□w'N, EXCEPT IN PLANTING AREAS, PROTECT CURB IN PLACE, TYPICAL SA\JCUT, REMOVE AND REPLACE CURB w'ITH LIKE TYPE IN AREAS DIRECTLY ADJACENT TD PLANTING AREAS, AS SH□w'N AND DIRECTED BY ENGINEER, REMOVE ALL EXISTING CONCRETE AND REPLACE w'ITH EMBOSSED TERRACOTTA COLORED CONCRETE PAVING IN RUNNING BOND PATTERN AS SH□IJN, EXCEPT IN PLANTING AREAS, PROTECT CURB IN PLACE, TYPICAL SA\JCUT, REMOVE AND REPLACE CURB './ITH LIKE TYPE IN AREAS DIRECTLY SHADED AREA DENOTES CONCRETE TD ADJACENT TD PLANTING AREAS, AS 1-B_E_R_E_M_□_V_E_D'-, _T_YP_I_C_A_L ____ ___, SHD\./N AND IRECTED BY ENGINEER, 1-w w I Cl) Cl) I 1- ECR REMOVE ALL EXISTING CONCRETE AND <( REPLACE \JITH EMBOSSED TERRACOTTA W COLORED CONCRETE PAVING IN RUNNING Z SHRUB AND GROUNDCOVER LEGEND ABBRV. BOTANICAL NAME AR ,.ALOE 'RUDIK□PPE' BF BULBINE FRUTESCENS CG CARISSA GRANDIFL□RA 'GREEN CARPET' cs ,.COTYLEDON SP, EG ,.ECHEVERIA GLAUCA IMBRICATA HYB. HH *HEMER□CALLIS HYBRID 'HOT LIPS' LNG LANTANA 'NE\J GOLD' RI RHAPHI□LEPIS INDICA 'CLARA' TV TULBAGHIA VI□LACEA 'TRICOLOR' MULCH COMMON NAME SIZE QTY LITTLE GEM I GALLON 60 TINY TANGERINE I GALLON 114 GREEN CARPET NATAL PLUM I GALLON 35 LONG FINGERS I GALLON 66 BLUE HENS & CHICKS 6' POTS 24 DAYLILY I GALLON 62 NE\J GOLD LANTANA I GALLON 46 INDIAN HA \JTH□RN I GALLON 77 VARIEGATED SOCIETY GARLIC 1 GALLON 7 2' MULCH LAYER SEE 5,770 SHADED AREA DENOTES CONCRETE TD 10' 10' BCR BOND PATTERN AS SH□IJN, PROTECT CURB ...J BE REMOVED, TYPICAL ESTCLIFF DRIVE , , , IN PLACE. TYPICAL I ~ SPECIFICATIONS SQ, FT, SA\JCUT, REMOVE AND REPLACE CURB IJITH LIKE IN PLANTING AREA, REMOVE EXISTING CONCRETE, SA\JCUT, REMOVE AND REPLACE CURB \JITH LIKE IN <3> PLANTING AREAS, REMOVE EXISTING CONCRETE, ~ TYPE IN AREAS DIRECTLY ADJACENT TD PLANTING AC PAVING AND BASE TD A DEPTH □F 30', IMPORT TYPE IN AREAS DI REC TL Y ADJACENT TD PLANTING AC PAVING AND BASE TD A DEPTH OF 3o•. IMPORT <( NOTE, INSTALL PLANTS PER PLANTING DETAILS, DETAIL 3, SHEET 9. *DENOTES THAT PLANTS MUST BE FROM DESIGNED II NURSERY (760) 286-2641 -----~A~R~EJ,A~Si, JA~S~S!;!!HD~\J~N!::!.JA~N:!,!:D!.,.!!D!!;IR~EJ:C:.!,TfED!LJB!!JYLlEJ::!N§.G!,!IN~E!EBR!..' ___ L--':':'RE'.:'P~L:5_A11,C~E":M~EN:'::T:::::::F::":Ib;JLL=,=T~Y~P~I:1:,CA~L:::::::!T~H~IS~I~S!=:L~AN~D~,===d__l~A~RE~A~S~,-"A~S~S~H~□!!_IJ~N~AN!!,D!!,_!D~I~RE,a!C;:,.!TL,EE;.!:D~B.!..Y..!E;;!:N:!,!;G~IN!:!!E;;.)Eal:R~. ___ J-___ __!cR=E=P=L=A=C=E=ME=N=T=F=IL=L=,~TY=P=I;;C;,,,AL=T=H;;I;;S=I=S;;L=A=ND;;' ____ ...,1_---1 ~ PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND INSTALL 12' WIDE STAMPED CONCRETE IN RUNNING BOND PATTERN, TERRACOTTA COLORED CONCRETE MAINTENANCE BAND, TYPICAL WHERE SHD\JN,ffi LNG~ RECORD DRAWINGS 0 c5 a::: 0 z ::5 1-::J a::: W DENOTES QUANTITY IN GROUPING, AND SIZE, <IE, 24'=24' BOX, 15G=15 GALLON, 5G=5 GALLON, AND lG=I GALLON> REFER TO LANDSCAPE CONSTRUCTION NOTES, SHEET 2, FOR LANDSCAPE PLANTING NOTES 1-w L---------------------------------------------------1-w I --------------------------------------------==----------------------tw -------------------------------------,,.;Xvfi""'T"'IN"G.----.SPTiIN'°'E.------.,T,;-;R,-E""ES .. ,--------1r.:Ni<'STT1iAL;=;L------,l"2'.-----..'JJ1ITID<'E-;SO-TrlA"'MiciP~ETID•c"'□,.N"C"'R~ETITE~-S;;:T~A;-;-M;;:P:;:E:;:;D~C~□:;;N-;::C:;:R:;:E~T;::-E~I;:-N:--:R:-::UN:-::N-::I::--:N:-G~B::□=N-::D:-------t tl1 REMOVE ALL EXISTING CONCRETE AND REPLACE w'ITH STAMPED CONCRETE IN RUNNING BOND PATTERN, TERRACOTTA COLORED CONCRETE PAVING AS SH□w'N, PROTECT CURB IN PLACE, TYPICAL PROTECT IN PLACE PER IN RUNNING BOND PATTERN, TERRACOTTA PATTERN, TERRACOTTA COLORED CONCRETE Cl) TPZ NOTES, TYPICAL COLORED CONCRETE MAINTENANCE BAND, MAINTENANCE CROSSING --- CS ffiAL B;HERE SHOWN, 11 1G III w z ...J I (.) ~ ~ SHADED AREA DENOTES CONCRETE TD BE REMOVED, TYPICAL WESTCLIFF DRIVE SHADED AREA DENOTES CONCRETE TD BE REMOVED, TYPICAL '---S:r:AMPED 1:;QNCRETE IN RUNNING BOND PATTERN, TERRACOTTA COLORED CONCRETE MAINTENANCE CROSSING EXISTING PINE TREES, PROTECT IN PLACE PER TPZ NOTES, TYPICAL ~ SHADED AREA DENOTES CONCRETE TD BE REMOVED, TYPICAL REMOVE ALL EXISTING CONCRETE AND REPLACE WITH STAMPED CONCRETE IN RUNNING BOND PATTERN, TERRACOTTA COLORED CONCRETE PAVING AS SHD\JN, PROTECT CURB IN PLACE. TYPICAL w z ::5 ~ ~ C) z ~ 0 ::J ID REMOVE ALL EXISTING CONCRETE PAVING, INSTALL LANDSCAPE, CURB TD BE PROTECTED IN PLACE EXCEPT AS NOTED, TYPICAL WESTCLIFF DRIVE TCLA,Inc. 12-6-10 EXISTING MULTI-TRUNK PALM TREES, PROTECT IN PLACE, TYPICAL EB PROTECT IN PLACE PER ...,._c~s,-tt..,.,..,-,-t EXISTING PINE TREES\ TPZ NOTES, TYPICAL 5 1G SHADED AREA DENOTES CONCRETE TD -- BE REMOVED, TYPICAL // \. "AS-BUil T" RECORD DRAWINGS I / \. REMOVE ALL EXISTING CONCRETE AND REPLACE \JITH EMBOSSED TERRACOTTA COLORED CONCRETE IN RUNNING BOND PATTERN PAVING AS SHD\JN, PROTECT CURB IN PLACE, TYPICAL EXISTING PINE TREES, PROTECT IN PLACE PER TPZ NOTES, TYPICAL w > a::: 0 a::: w 6 0 SA\JCUT, REMOVE AND REPLACE CURB \JITH LIKE TYPE AS SHD\JN AND DIRECTED BY ENGINEER, EXISTING MULTI-TRUNK PALM TREES, PROTECT IN PLACE PER TPZ NOTES, TYPICAL n C-3967 THESE RECORD DRA\JINGS HAVE BEEN PREPARED BASED □N INFORMATION SUBMITTED, IN PART, BY OTHERS, WHILE THIS INF□RMATI□N IS BELIEVED TD BE RELIABLE, CITY □F NEw'P□RT BEACH IS NOT RESPONSIBLE FDR ITS ACCURACY, NOR FDR ERRORS DR □MISSIONS \./HICH MAY HAVE BEEN INCORPORATED INT□ THESE PLANS AS A RESULT, NORTH 20' 10' 0 20' 40' 60' - ----SCALE: 1"=20' -~ □ CORPORATE OFFICE: JOSEPH A. VAR:JNIN A.S.L.A. CA#1737 27005 SMYTH DRIVE, VALENCIA, CALJFOANIA 91355 (PH) 001-702-1011 (FX) SS1-702.Q293 ■ ORANGE COUNTY OFFICE: ~_L 1340 REYOOLDS AVEtf.JE #103, IRVINE, CALIFORNIA ~614 ~~• (PH) 949-250-1615 (FX) 949-250-1801 DESIGNED: CHECKED: DRA'MII: DATE: AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS LANDSCAPE PLANTING PLAN WESTCLIFF DRIVE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5958-S ---=====================:'.J NO. DATE DESCRIPTION OF REVISIONS 10 01 08 SHEET 4 OF 9 IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL I- ~ ...J l-o UJ -; 0 0:: a. NOTE: MAINLINE IS SHOWN IN STREET FOR CLARITY OF DESIGN ONLY. LOCATE ALL>--~ PIPES WITHIN PLANTING AREAS, TYPICAL. ct-----~--- 11 AVOCADO AVENUE EXISTING LIGHT STANDARD TYPICAL, PROTECT IN PLACE. --2' 9 4" THE CONTRACTOR SHALL REMOVE ALL EXISTING IRRIGATION EQUIPMENT, PIPING AND LATERALS AND HEADS ON THIS ISLAND TO THE SATISFACTION OF THE ENGINEER. 4.0 34 10 INSTALL MAINLINE IN EXISTING 4" IRRIGATION SLEEVE. EXISTING 1-1/4" SCH. 40 STREET LIGHT SLEE.VE 2" --------~ 1- UJ UJ I Cl) Cl) I c ==:....:= 1-_ UJ EXISTING 2' SCH. ~o/2 --; IRRIGATION ELECTRIC CONDUIT EXISTING 4• CL 315 0 IRRIGATION SLEE.VE ~ w =i z w ~ 0 z N ~ (p HUNTER MPR40-06-CV 6" POP-UP SPRAY HEAD MP1000360 g' .65 30 FULL 0 HUNTER MPR40-06-CV 6" POP-UP SPRAY HEAD MP1000180 g' .32 30 HALF ceS HUNTER MPR40-12-CV 12" POP-UP SPRAY HEAD MP1000180 g' .32 30 HALF • HUNTER MPR40-06-CV 6" POP-UP SPRAY HEAD MP1000180 9' .16 30 QUARTER ~ HUNTER MPR40-12-CV 12" POP-UP SPRAY HEAD MP1000180 9' .16 30 QUARTER 181 RAINBIRD STD. RISER STANDARD RISER BUBBLER 1402 -.5 20 FLOOD SYMBOL PRODUCT MODEL DESCRIPTION L& RAIN MASTIER EVOLUTION SA6-RM4-24-FSB-RFL. CONTACT SCOTT KYLE AT RAINMASTIER (949) 212-8013. 0 GRISWOLD 2000 SERIES NORMALLY CLOSED MASTER VALVE-1" IFS I RAIN MASTIER EVFM FLOW SENSOR -1" 0 WILKINS 500 PRESSURE REDUCING VALVE -LINE SIZE §) CARSON MODEL 910 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN BOX. ~ MATCO 754 SERIES BRONZE FUUL PORT BALL VALVE -LINE SIZE () RAINBIRD 33DURC QUICK COUPLING VALVE WITH YEULOW RUBBER CAP -3/4" •o GRISWOLD DW SERIES ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN ----BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER AND SCHEDULE 40 FOR 1-1/2" AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. ---------PROPOSED 4" WIRE SLEEVE -----------------EXISTING PIPE SLEEVE, SEE PLAN ---------EXISTING WIRE SLEEVE, SEE PLAN IRRIGATION SYMBOL LEGEND: PROPOSED VALVES: ,.......,,..-----DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~ DENOTES MAXIMUM GPM FLOW THROUGH VALVE ~---· --DENOTES VALVE SIZE --... ' 4 /SHT 9 5 /SHT 9 DETAIL 1 /SHT 8 4 /SHT 8 3 /SHT 8 9 /SHT 9 5 /SHT B 6 /SHT 8 7 /SHT 8 8 /SHT B 1 /SHT 9 1 /SHT 9 2 /SHT 9 2 /SHT 9 2 /SHT 9 WATER TRUCK NOTE: PRESSURE LOSS CHART STATIC PSI AT POC: 95.0 1- UJ UJ I Cl) Cl) I I- THE CONTRACTOR SHAUL REMOVE ALL EXISTING IRRIGATION EQUIPMENT, PIPING AND LATERALS AND HEADS ON THIS ISLAND TO THE SATISFACTION OF THE ENGINEER. INSTAUL MAINLINE IN EXISTING 4" IRRIGATION SLEEVE. n NOTE: MAINLINE IS SHOWN IN STREET FOR CLARITY OF DESIGN ONLY. LOCATE ALL 1-----. PIPES WITHIN PLANTING AREAS, TYPICAL. -/A6 \12 / A10\6.0 ~ CONTACTOR SHALL WATER ALL EXISTING TREES BY WATER TRUCK UNTIL IRRIGATION SYSTEM IS OPERABLE TO THE ENGINEER'S SATISFACTION. PROTECT IN PLACE ALL EXISTING TREES PER TREE PROTECTION ZONE, (TIPZ) NOTES UNLESS OTHERWISE NOTED POINT OF CONNECTION -CONTROLLER: 120 VAC TO CONTROLLER LOCATION SHALL BE PROVIDED BY CONTRACTOR. HOOK-UP OF CONTROULER TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. LOCATE CONTROLLER APPROXIMATELY 110' EAST FROM THE CORNER OF KEWAMEE DRIVE. THE CONTRACTOR SHALL VERIFY LOCATION OF CONTROLLER WITIH THE ENGINEER PRIOR TO INSTALLATION. CONTRACTOR SHAUL INSTALL A NEW 2" WIRE SLEEVE AND PULL-BOX FOR CONTROL WIRES, 1 FLOW SENSOR COMMUNICATION CABLE, AND 1 WIRE FOR THE MASTIER VALVE OF A DIFFERENT COLOR TO TIHE EXISTING 2" IRRIGATION SLEEVE CROSSING AVOCADO AVENUE TO THE MEDIAN ISLAND AS INDICATED ON PLAN. EXISTING METER CABINET: 2110 (EM) KEWAMEE DRIVE I - w > 0:: 0 w w ~ ~ w ~ > > , E • "?f , / II ,-11 II II II II II II 11 I r-£XISTING PULLBOX AND 11 V CONDUIT ~/ \ I I ' /--;_:;-\15 /A9\14 TRENCH AND RUN AUL WIRES AND CABLE )1 \.!'._/, \.2J THROUGH 4" PVC CONDUIT FROM I '/ A8 \15 CONTROLLER TO EXISTING PULLBOX E~Wi'~o{ f&~T~ \ EXISTING PUULBOX AND EXISTING LIGHT STANDAIRD \ 1" / INSTALL MAINLINE IN EXISTING SLEEVE PER R 5709 S COND EXISTING 1-1/4" SCH. 40 TYPICAL, PROTECT IN ---• I 4" IRRIGATION SLEEVE. STREET LJGHT SLEE.VE ' PLACE~ -•---------• • "-EXISTING 1-1/4" SCH. 40 ,~ \ co --_____ ..2:, ____ _. , _____ -, __ z... _ ..J...-1-.--tHa-:-:::--____ .i:... ____ --ti~--______ ;,.:..,__.......__ -STREETLIGHTSLEE.V~ _,.L __ --J-'..,....,1- , --, ~-1/4" ,........ ......._ I 'I ()W UJ• _....,,,,,,g;,_;..,.. ;.... )°'( ,..,,. 7"I " ,..... )'l( i'I. r<,.1-V4''~ .... ,..., ,..,,. J"\ )';I{ ''\ X X ,, ;_ r.. ,..,,. C, ..._ ----__,=:;;d,-w ~-, -• • • • ,12· 112" ":; ~ -------------•r if I . . . "' r< '--...\.1 .)4• )'( r, r, r, r, )'( r, r, r, r, ~1-1/4"7"'1. " " " " " " , " • ;u = •-t = = ~ ::: -::: l 4. _:' I ;;; -::: l • 314 ~ ' • ';;; 3140 T &~ l -f □ T f ,~,I!!"©>-I~~= -\...._ ~ __ \___ ----------~ ~ EXISTING 2· SCH. 4(J); I ~ ~ EXISTING 2• SCH. 40 IRRIGATION ELECTRIC CONDUIT I ~ IRRIGATION ELECTRIC CONDUIT EXISTING 4• CL 315 I W ..... ., -w -/I .L-3/4' ::-.· -~~----.---, --OT ----T T -T T -r··::.,,,r -T -T T _,, T ---- ~,...-}14' _,, --------------- ---:,/4" EXISTING 4• CL. 315 IRRIGATION SLEEVE l z IRRIGATION SLEE.VE THE CONTRACTOR SHALL REMOVE ALL EXISTING \ ....II IRRIGATION EQUIPMENT AND PIPING TO THE AVOCADO AVENUE INSTALL NEW 2" MAINLINE IN EXISTING 4" CL. 315 PVC IRRIGATION ' SATISFACTION OF THE ENGINEER. SLEEVE AT CROSSINGS (lYP.) INSTALL VALVE, COMMON, AND ---------~-• • 0 w =i z w I 17 I~----------------------------------------------~ ~ 0 z N 0 - 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, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO I II II ~ NORTH 20' 10' 0 20' 40' 60' - ----THESE PLANS /JS A RESULT. SCALE: 1"=20' II ' II I I TCLA,Inc. ~~~""'-□ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702.()293 ■ ORANGE COUt-lTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 941}-250-1615 (FX) 949-.250-1801 I I & 12-6-10 NO. DATE CABLE WIRES IN EXISTING 2" SCH. 40 IRRIGATION ELECTRICAL DENOTES AREA NOT INCLUDED IN_/ ~ CONDUIT AT ALL CROSSINGS (TYP.) DESIGNATIED MAINTENANCE PHASE, SEE ~ SHEET LI-2 FOR MORE INFORMATION. ~ w r I =i z -w - ~ 0 0:: C') "AS-BUILT" RECORD DRAWINGS DESIGNED: DESCRIPTION OF REVISIONS CHECKED: DATE: 10 01 08 VALVE: A7 GPM: 15 2" (EXISTING) WATER METER 0.1 PSI 2" (EXISTING) BACKFLOW PREVENTER 11.0 PSI 1" MASTER VALVE 1.3 PSI 1 " FLOW SENSOR 1.0 PSI 800 UF OF 2" MAINLINE 1.8 PSI FITTINGS ~0% MAINLINE LOSS) 0.4 PSI 1" REMOT CONTROL VALVE 5.4 PSI LATIERAL LINE LOSSES, {FIXED) 5.0 PSI ELEVATION ( +) UPHILL, (-) DOWNHILL (0-0) 0.0 PSI ROTARY NOZZLE OPERATING PRESSURE: 30.0 PSI (D TOTAL SYSTEM LOSSES: 56.0 PSI SUMMARY: @ AVAILABLE STATIC PRESSURE AT POC: 95.0 PSI @ AVAILABLE DYNAMIC PRESSURE AT POC: @x .75 71.2 PSI G) REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE: G) 56.0 PSI ® RESIDUAL DYNAMIC PRESSURE: ®-@ 15.2 PSI REFER TO LANDSCAPE NOTES, SHEET 2, FOR LANDSCAPE IRRIGATION NOTES C-3967 AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS LANDSCAPE IRRIGATION PLAN AVOCADO AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5958-S SHEET 5 OF 9 IRRIGATION LEGEND: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL © HUNTER MPR40-06-CV 6" POP-UP SPRAY HEAD MP100036D 9' .65 30 FULL ----+-----------------------1-------11-----+---+---------t 4 /SHT 9 Q HUNTER MPR40-D6-CV 6" POP-UP SPRAY HEAD MP10001BD 9' .32 30 HALF ~ HUNTER MPR40-12-CV 12" POP-UP SPRAY HEAD MP10001BD 9' .32 30 HALF ~ HUNTER MPR40-06-CV 6" POP-UP SPRAY HEAD MP1000180 9' .16 30 QUARTER HUNTER MPR40-12-CV 12" POP-UP SPRAY HEAD MP1000180 9' .16 30 QUARTER RAINBIRD STD. RISER STANDARD RISER BUBBLER 1402 .5 20 FLOOD SYMBOL PRODUCT MODEL DESCRIPTION db RAIN MASTER EVOLUTION SA6-RM4-24-FSB-RFL. CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013. 0 GRISWOLD IFS I RAINMASTER 0 WILKINS @ CARSON ~ MATCO (J RAINBIRD •o GRISWOLD 2000 SERIES NORMALLY CLOSED MASTER VALVE-1" EVFM FLOW SENSOR -1" 500 PRESSURE REDUCING VALVE -LINE SIZE MODEL 910 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF WIRE WITHIN BOX. 754 SERIES BRONZE FULL PORT BALL VALVE -LINE SIZE 33DLRC QUICK COUPLING VALVE WITH YELLOW RUBBER CAP -3/4" DW SERIES ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN BURIED PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE CLASS 315 FOR PIPE 2" AND LARGER AND SCHEDULE 40 FOR 1-1 /2" AND SMALLER. BURIED NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. PROPOSED 4" WIRE SLEEVE EXISTING PIPE SLEEVE, SEE PLAN EXISTING WIRE SLEEVE, SEE PLAN IRRIGATION SYMBOL LEGEND: EXISTING TURF MEDIAN NOTE: ALL EXISTING IRRIGATION VALVES LOCATED WITHIN THE TWO TURF MEDIANS BETWEEN KEWAMEE DRIVE AND EAST COAST HIGHWAY SHALL BE REMOVED AND GIVEN TO THE ENGINEER. NEW VALVES OF THE TYPE INDICATED ON THESE PLANS AT THE SAME SIZE AS FOUND ON SITE SHALL BE INSTALLED ON THE THE NEW PROPOSED 2• MAINLINE. CONNECT EXISTING LATERAL LINES TO PROPOSED VALVES. CONNECT ALL VALVE WIRES TO NEW CONTROLLER 'A'. REMOVE EXISTING BATTERY-OPERATED CONTROLLER AND GIVE IT TO THE ENGINEER. SOD ALL DISTURBED TURF WITH MARATHON DWARF FESCUE AND REPAIR ALL IRRIGATION SYSTEMS TO THE ENGINEER'S SATISFACTION. DENOTES AREA NOT INCLUDED IN DESIGNATED MAINTENANCE PHASE, THIS AREA SHALL BE WATERED, MOWED, TRIMMED AND OTHERWISE MAINTAINED DURING THE CONSTRUCTION PHASE ONLY. ONCE THE CONSTRUCTION PHASE HAS BEEN ACCEPTED FOR THIS AREA BY THE ENGINEER, THE CONTRACTOR SHALL TURN THIS AREA OVER TO THE CITY FOR LONG TERM MAINTENANCE. AT THAT TIME THE CITY SHALL BE RESPONSIBLE FOR ALL VALVES, CONTROLILER STATIONS AND MAINTENANCE OF THESE TWO ISLANDS. THE CONTRACTOR SHALL STILL BE RESPONSIBLE FOR ONE YEAR GUARANTY RELATED TO ANY AND ALL WORK PERFORMED IN THESE AREAS. OPERATE VALVES MANUALLY UNTIL CONTROLLER IS OPERABLE TO THESE STATIONS. REPLACE EXISTING IRRIGATION VALVES ALONG BOTH EXISTING TURF ISLANDS PER NOTE THIS SHEET. INSTALL MAINLINE IN EXISTING PROTECT IN PLACE ALL EXISTING TREES UNLESS OTHERWISE NOTED POINT OF CONNECTION -WATER: CONNECT MAINLINE DIRECTLY DOWNSTREAM OF THE EXISTING WATER METER. THE PRESSURE DERIVED FROM NEWPORT lJTILITIES DEPT., (949) 644-3011 ON 9-30-08. PEAK WATER DEMAND: AVAILABLE PRESSURE: REQUIRED MINIMUM PRESSURE: ADJUST PRESSURE REGULATOR TO: 15.0 GPM 95.0 PSI 56.0 PSI 70.0 PSI PROPOSED VALVES: ,......,,..-----DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~ DENOTES MAXIMUM GPM FLOW THROUGH VALVE G-· --DENOTES VALVE SIZE I I I I I ----------------------------------4" IRRIGATION SLEEVE. --------------------------------------------------------------------I I --------------------, T I LC") f====================(J=================~~-::_-; "',.. ~"!:~r--"X"""'C---,,,......v--v--v---v--v-----.-:,::;~:;~=~~;;;;;;;;~~;;;;;;;;~;;;;;;;;~~;;;;;;;;~~;;;;;;;;~~;;;;;;;;T;;;;;;;;;;;;;;;;~;;;;;;;;~~;;;;;;;;J<J;;;;;;;;~~;;;;;;;;~~~~~~~~~~~;.._~_._,;\;~El~===============._= _2· _ _/- 1-REPLACE (3) EXISTING 1" REMOTE ____...o Q Q W NEW PULLBox---+--------------=1 @)--+----NEW PULLBOX CONTROL VALVES & ~·=====================~&~===J=~~~ & f= EXISTING 2" SCH.-:4-;;-0--f'l~- r/) IRRIGATION ELECTRIC CON0Urr WW EXISTING .f' CL 315 00 IRRIGATION SLEEVE OVE EXISTING AND INSTALL NEW2" MAINLINE IN EXISTING4" CL pl\ll;WR~k!8Ji1~l;IL~ CROSSINGS (TYP.) INSTALL '---I VALVE, C~MON. AND CABLE WIRES IN EXISTING 2•• SCH. 40 IRRIGATl6iv'!:LECTRICAL CONDUIT AT ALL CROSSINGS (TYP.) EXISTING 2" BACKFLOW PREVENTER. CONNECT MAINLINE TO DOWNSTREAM RISER. \ I I I I I I I I I I w z ...J --------------------------------------------------------------------------------------------------------------------------------------------------~ I t) ~t====================================-. :§:-1---------------------------------------~ LU ::J z ~ I 1- "<t I- :§: ...J l-o w ., 0 0:: a.. >- ~ I (.9 I I- ~ (..) I- ~ LU 5 /SHT 9 DETAIL 1 /SHT 8 4 /SHT 8 3 /SHT 8 9 /SHT 9 5 /SHT 8 6 /SHT 8 7 /SHT 8 8 /SHT 8 1 /SHT 9 1 /SHT 9 2 /SHT 9 2 /SHT 9 2 /SHT 9 REFER TO LANDSCAPE NOTES, SHEET 2, FOR LANDSCAPE IRRIGATION NOTES ,;:::==========;-i~ RECORD DRAWINGS ~ THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION NORTH SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE 20· 10' 0 20· 40" 60' - - RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO --- THESE PLANS AS A RESULT. SCALE: 1"=20' & 12-6-10 "AS-BUILT" RECORD DRAWINGS TCLA, Inc. ~--=,-.. □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORAOOE COUNTY OFFICE: ~L 1340 REYNOLDS AVEf\l.JE #103, IRVINE, CALIFORNIA 92614 ~~.._ (PH) 949-250-1615 (FX) 949-.250-1801 DESIGNED: NO. DA TIE DESCRIPll0N OF REVISIONS CHECKED: DRAWN: DA TIE: 10 01 08 C-3967 AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS LANDSCAPE IRRIGATION PLAN AVOCADO AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5958-S SHEET 6 OF 9 1-w w I Cl) Cl) I I- I- :§: ::J I-(.) w -:, 0 c::: a.. -w z ::J I (.) ~ ::;§: A THE CONTRACTOR SHALL REMOVE ALL EXISTING ICEPLANT, SHRUBS AND TREE STUMPS TO THE SATISFACTION OF THE ENGINEER. PROTECT TREES PER TREE PROTECTION ZONE NOTE, TYPICAL EXISTING LIGHT STANDARD PROTECT IN PLACE, TYPICAL AVOCADO AVENUE THE CONTRACTOR SHALL REMOVE ALL EXISTING ICEPLANT, SHRUBS AND TREE STUMPS TO THE SATISFACTION OF THE ENGINEER. PROTECT TREES PER TREE PROTECTION ZONE NOTE, TYPICAL EXISTING LIGHT STANDARD, PROTECT IN PLACE, TYPICAL AVOCADO AVENUE w ::J z w ~ 0 z ("\I 1-w w I (/) (/) I I--w z ...J I (.) ~ ::;§: 55' OF MULCH COVER w rr=====================================================================i'¾._ w ::J ::J z ._ ___________________________________________________________________ _J z w rr=========;;======;;=======n========;;======;;=======;;========;;,========;;F'======;;====== ...... =====~ w ~ ~ 0 0 z c::: N M ,;:::============;-i~ RECORD DRAWINGS ~ TCLA, Inc. Lt_ 12-6-10 "AS-BUILr' RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION NORTH 10' 0 20' 40' 60' - - SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE 20' RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, ---NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. SCALE: 1"=20' !:jjj~~,,.__□ CORPORATE CFFICE: JOSEPHA. VARONINA.S.L.A.. CA#1737 27905 SMYTH DRIVE, VALEOCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 861-702-0293 ■ ORANGE COUmY OFFICE: 1340 REYNJLDS AVENUE#103, IRVINE, CALIFORNIA 92614 (PH) 949-25D-1615 (FX) 949-250-1801 NO. DATE DESCRIPTION OF REVISIONS w > c::: 0 w w ~ ~ w ~ I- :§: ...J {!J z 1-z ::i c.. TREE LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS -/ ---... I \ I X \ EXISTING EUCALYPTUS \ j " / ~ --- ✓~-....__ ( " ') EXISTING PALM \',._ _) ~ SHRUB AND GROUNDCOVER LEGEND ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY AR *ALOE 'RUDIKOPPE' LlffiE GEM 1 GALLON 163 AS *ALOE STRIATA GHOST ALOE 1 GALLON 81 BF BULBINE FRUTESCENS TINY TANGERINE 1 GALLON 66 cs *COTYLEDON SP. LONG FINGERS 1 GALLON 104 HP HESPERALOE PARVIFLORA RED HESPERALOE 1 GALLON 62 LNG LANTANA 'NEW GOLD' NEW GOLD LANTANA 1 GALLON 160 MC MUHLENBERGIA CAPILLARIS 'REGAL MIST' REGAL MIST MUHLY 1 GALLON 222 SG SALVIA GREGGII 'RED' AUTUMN SAGE 5 GALLON 119 ~ SEE 970 MULCH 2• MULCH LAYER SPECIFICATIONS SQ. FT. (ADJ.) ~ NORTH AMERICAN GREEN, COCONUT FIBER COCONUT FIBER MULCH STAPLED TO SLOPE SEE 12,090 MATTING, #C125, OR APPROVED PER MANUFACTURER'S SPECIFICATIONS. EQUIVALENT, (0) 000-0000 SPECIFICATIONS SQ. FT. (ADJ.) • DENOTIES PLANTS THAT MUST BE PURCHASED FROM DESIGNED ii NURSERY, (760) 286-2641. DESIGNED: DRAWN: CHECKED: DATE: 1D 01 DB REFER TO LANDSCAPE NOTES, SHEET 2, FOR LANDSCAPE PLANTING NOTES C-3967 AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS LANDSCAPE PLANTING PLAN AVOCADO AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5958-S SHEET 7 or g 7 8 ~--FINISH GRADE .---CARSON INDUSTRIES /1910-128 ROUND BREEN BOX ,,,,---QUICK COUPLING VALVE ,,---RED BRICK, (4 REQUIRED) _,,---1 CUBIC FOOT OF PEA GRAVEL _,,---BRASS NIPPLE y----BRASS 90 DEGREE STREET ELL ,,,---BRASS 90 DEGREE STREET ELL ,,---6" BRASS NIPPLE r--MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "QC" ON COVER IN 2" TALL UETTERS, TYPICAL FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS· 2" BELOW OF BOX IN SHRUB/GROUNDCOVER AREAS. CARSON INDUSTRIES fl910-12B ROUND GREEN BOX MINIMUM 24" LONG PIGTAILS OF VALVE AND COMMON WIRE WITH NO SPLICES 1 CUBIC FOOT OF PEA GRAVEL RED BRICK, (4 REQUIRED) MAINLINE PIPING AND FITTING NOTE: HEAT BRAND "PB" ON COVER IN 2" TALL LETTERS, TYPICAL QUICK COUPLER DETAIL SCALE: NTS 5 PULL BOX DETAIL SCALE: NTS .,--LATERAL LINE TO VALVES ~--SCH 40 PVC MALE ADAPTER .,--CARSON INDUSTRIES #1419A-12B, GREEN SQUARE BOX WITH LOCKABLE LID WATERPROOF WIRE CONNECTORS ~w~ ~5~'r'WE 12" LONG EXPANSION u&--'-'--UNION __...," REMOTE CONTROL VALVE ---\\cJ._!LJ..-PVC SCHEDUUE 80 NIPPLES TYP. ,,__.--1 PVC TXT 90 DEGREE ELL \~-11 PVC SCHEDULE 80 NIPPLE RISER -----RED BRICK lYPICAL, 4 REQUIRED -H----PRESSURE MAINLINE SXSXT FITTING ~~=:;;g__ __ COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LETTERS, lYPICAL ~------GREEN ROUND VALVE BOX 2" ABOVE FINISH GRADE ~--FINISH GRADE "''--,,,_-' EXTENSIONS AS REQ'D. ,,--BRASS BALL VALVE PVC SCH BD MALE ADAPTER PROVIDE 1•-2• AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. vi-+ r--B" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, TYPICAL REMOTE CONTROL VALVE SCALE: NTS 6 BALL VALVE DETAIL SCALE: NTS RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. TCLA, Inc. ~~~ □ CORPORA TE OFF ICE: JOSEPH A. VA~IN A.S .L.A. CA#1737 IP 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702--0293 ■ ORANGE coumv OFFICE: 1340 REYNJLDS AVENUE#103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 3 4 ---- -----MAINLINE PIPIN6, SIZE PER LE6END 10' ROUND cSRffN PLASTIG VALVE BOX WITH EXTENSIONS AS NEGESSARY. TOP OF BOX AT I" ABOVE FINISH cSRADE IN TURF AREAS; TOP OF BOX 2" ABOVE FINISH GRADE IN 5HRU6/GROUNDCOVER AREAS. .--HIRE GONNEGTORS, 3-M 3510 OR EGlUIVALENT FLOY'! SENSOR AS Ra=ERENGED IN IRRlcSATION LE6END FINISH 1:>RADE STRIP SHIELD BRAID BACK 2" FROM END OF GABLE EV-GAB-SEN GOMMUNIGATION CABLE, Y'IITH :30" MIN. EXPANSION LOOP -SEE MANIJFAGTURERS SPEGIFICATIONS FOR DETAIL PROVIDE IN I" PYG sc.H-40 GONDUIT PIPING, THESE Tl'IO SECTIONS ONLY, TO BE SAME SIZE A5 FLOl'I SENSOR ~.m.LJ-ie--c~~'="!T"~"lT""P' o' MINIMUM LAYER OF PEA 1:>RAVEL MAINLINE PIPIN6, SIZE PER LEl:>END COMMON BRIGK (4 REQ'D) ALLOl1 MINIMUM DISTANCE OF IOX FLOl'I SENSOR SIZE FROM NEAREST UP5TREAM VALVE, FITTIN6, -Ill - - - ---,,, OR REDUGING COUPLER FROM EDcSE OF FLOl'I SENSOR ALLOl1 MINIMUM DISTANCE OF 5X FLOl'I SENSOR SIZE FROM NEAREST DOl<'NSTREAM VALVE, FIT11N6 OR ~----------REDUCING COUPLER FROM EDcSE OF FLOl'I SENSOR REFER TO MANUFACTURERS INSTALLATION REC.OMMENDATION5 FOR FURTHER DIRECTION FLOW SENSOR DETAIL NOTE: HEAT BRAND "FS" ON COVER IN 2" TALL LETTERS, TYPICAL SCALE: NTS NOTE: PROVIDE 12" LONG EXPANSION CURLS CARSON INDUSTRIES, GREEN SQUARE BOX WITH LOCKABLE LID PROVIDE EXTENSIONS AS REQ'D h-.l.J.-----WATERPROOF WIRE CONNECTORS [l_E~---= TO IRRIGATION SYSTEM VALVES REMOTE CONTROL MASTER VALVE MASTER VALVE DETAIL PRESSURE MAINLINE VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK lYPICAL, 4 REQUIRED NOTE: HEAT BRAND "MV" ON COVER IN 2" TALL UETTERS, TYPICAL SCALE: NTS & 12-6-10 "AS-BUILT" RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS 1 2 DESIGNED: CHECKED: Evolution DX2 stainless steel destal Cabinet lnstalla:tioo MountinJI Pad-- 28"x 28 x8" minimum size concrete pad wi beveled edges ,5" ' ountin9 Tecmplate Pedestal Mounting prO¥ided fur "'""l' installation 1.75' Typ--, CL 6.5'' -Bolt Holes-sl'ainless l'lteel hardwa1e slondart/ with enclosure 13.5" A .5" -tl-.,o-t<,t_.cL Oc@ 15" Hffll A,B C D E F G Deecriplion 2• conduit-slatian w~ing 1 ~ c:onduil -communication Al:, power conduit 1"condut-sansorv.iring External ,rn lenn a Grounding rod DIM3 PED10B Bolt and Conduit Template AUTOMATIC CONTROLLER PRESSURE REGULATOR ON RISER SCALE: NTS TO POINT OF CONNECTION ADAPT AS NECESSARY, ALL WORK SHALL CONFORM TO ALL ,,--BRASS WYE STRAINER W/60 MESH SCREEN APPLICABLE CODES BACKFLOW PREVENTER UNIT WITH BALL VALVES PLUG z 12"X12"l<12" THRUST BLOCK ~ FINISH GRADE N PVC ADAPTER AND PIPE • • TO SPRINKLERS 4' ' BRASS 90 DEGREE ELLS TYPICAL BRASS UNION BRASS COUPLING RP BACKFLOW PREVENTER DRAWN: DATE: 10 01 08 AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5958-S SHEET 8 OF 9 7 8 PER PLAN FINISH GRADE, 2" BELOH TOP OF PAYING ,,---BRICK RUNNING BOND PATTERN TERRACOTTA WLORED WNC.. IN DIRECTION OF TRAFFIC.. SEE PLAN. ,,,--4" DEEP C.ONC.RETE "MAINENANc.E STRIP" PAYIN6 FLUSH HITH TOP OF C.URB. WLD JOINT EXISTING C.ONC.RETE C.URB AC. PAYIN6 NOTE, I. SEE PLAN FOR TEXTURE AND WLOR 2. INSTALL EXPANSION JOINTS PERPENDIC.ULAR TO LEN6TH AT MAXIMUM E>'-O" O.C.. :3. THE PATTERN AND WLOR SHALL BE FIELD VERIFIED AND APPROVED BY C.ITY ENGINEER PRIOR TO ORDERING WNC.RETE. PROVIDE SAMPLES. C.OLOR TO BE INTE6RAL HITHIN MIX. 4. ALL OTHER WNc.RETE WITHIN MEVIANS SHALL HAYE SAME DETAIL AND FINISH. . ... . .. . . . . .. • . •• • ..... r=-• :: • ' ' .• •"' \\•• •r-.... 0 I '1"" \ o ol O I •, ' THREADED BUEIBLER PER IRRIGATION LE6END, FLUSH HITH MJLC.H I' MULC.H LA YER PER PLANTING NOTES EARTH BASIN PER PLANTING VETAILS LC.H LAYER PER PLAN ,: .~:-.f'INISH GRAVE .. . ·-., • ,,,,._ • -I" • • -. - ta~~~~'irr1~~~~t~:::,:=~; :amALL t1 1/2" PVC. SC.HEDULE E>O RISER - - -- PVC. CfO DEGREE STREET ELL MARLEX CfO DEGREE STREET ELL PVC. LATERAL FITTIN6 LATERAL LINE AT 12" BELOH FINISH 61<.AVE. LOCATE TEE OR ELL FUJSH TO EV6E OF PLANT PIT AMENPEP BACKFILL ffi_ ITT_ w--, = I= ::--I 1- CONCRETE MAINTENANCE STRIP SCALE: NTS 5 PALM TREE BUBBLER DETAIL SCALE: NTS ,,------GARSON INDUSTRIES 11CflO-12B ROUND GREEN BOX ~-FINISH 6RADE PRESSURE REGULATOR --PVC. MALE ADAPTER E>" MINIMJM LATYER OF PEA 6RAYEL PRESSURE REDUCING VALVE IN BOX SCALE: NTS 6 I I I .,_,.. ' I ' .. I ...._., UM!. I..O.'.D 3• mri. I "' ... <MIi. r n'-l.BO.l:SU: ij " ___ L. __ J~~S~ n ------------·1 u F'l.lU eio,_ st£ !iftl-:204-L fmi: !Ptt:li"it:.rt'liOHS 1-"S'mn. n Le:va ··1·•:o~, .. t'.,.~:-',,;;;;, •. ,:if,t·.f .~·-.~:r-q;,-. .::".:Ji1,:::i_,:;;: .. :;1·· 1-ET ·~F=::!-_:::z -~;~9f." : ~ .1-.• ,•·'-'~ QiB-STD-204--l FI.C.C.. CUR& ""'001lER CONOUIT ~ ~OUND "00 LOCATION PER M.iJ.IUrAOTLJRE!: SPU:1.rlCA T..o6 ,r COHcP.XT 10 l OJD-SII~ PUU 8Dl[ i\1PJLWW '-2~· :11 2-4"',; 12· JMI( t .C.C, I-AD CIRCUIJ COODUIT!i I\S ft[-cilfJl:ED ilY'ER!i t:~T MMl!L HO.. IW~-Miei.o t.~ \wlti iMt-lMW .WO lr.i!'IER !iOCkl!'T [!iTAN!..f!:!:. ~fm..) 1 I"~ .! WI!! 12.0-!:!-.0 't'Ct..T 100 ,1,w~ MAW CJl,:UIT B~EAKDt .A:liD S.,lcll Fal! 9IX. 2 !=IOI..!: CRCUIT BR£AXER!i 1"4!iTAU..EO P£R WM.f'"lliCTIJA£R'!!i ·SP[CIRC,.,TIOHS. NOTES: I . _at[ .biii)iORIKO tu.AnlllDIE:, U(IJN~. rn.n:s, a:.,.rs .u(J il!ld SHALL et 51AINl.fSS STiti!i. 2, Pfl'O',IEf J Fl. ·Clili.li:~ ~OOND CABINCT OM "1.1. SIC£S,, UNLESS O™~ NOJID_ 3.. ME'.ltlll !='ACES S~ts:T. 3• (l"l'P) -;,,,• !!l'llUi gjppl..ffl WITH BA!ii! FJtQlil: YIEW OTY OF NEWPORT BEACH PUBLICVi'ORKS DEl'ARTMENr l§N3E,QETAIL Al'PB.OV!EIJ; SINGLE•METBR CABINET MOUNTING DE-TAJL Dn:wni: M.. D W tu111JC wons Da:£CTOtt SINGLE-METER CABINET MOUNTING DETAIL RECORD DRAWINGS TCLA,Inc. SCALE: NTS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ~~:::,,.._ □ CORF'ORAlE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 1340 REYNOLDS AVEM.JE #1[)3, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 3 4 2X ROOTBALL DIAMETER PLANT MATERIAL ROOT BALL -TOP SHALL BE 1 " ABOVE FINISH GRADE 2• HIGH WATERING BASIN, SEE SPECIFICATIONS FOR MIN. SIZES AMENDED BACKFILL -10% MAX BY VOLUME ORGANIC AMENDMENT ONLY IN TOP 12 INCHES. 1" MULCH LAYER IN BASIN MULCH LAYER PER PLAN FINISH GRADE. INSTALL FERTILIZER PLANT TABS PER MANUFACTURER'S SPECS. ------BACKFILL UNAMENDED SOIL UP TO 12" FRDM FINISH GRADE NOTES: 1. SEE SPECIFICATIONS FOR PLANT TABS. SHRUB PLANTING DETAIL SCALE: NTS 6" ~-POP-UP SPRAY HEAD, FLUSH IN TURF 1" ABOVE FINISH GRADE IN GROUNDCOVER "'---PVC LATERAL LINE AND FITTING POP-UP ROTARY HEAD DETAIL SCALE: NTS ~ 12-6-10 "AS-BUILT' RECORD DRAWINGS NO. DATE DESCRIPTION OF REVISIONS 1 2 DESIGNED: CHECKED: z ::, z ' ::, "' CX) ,----------FINISH GRADE CURB OR PAVING EDGE ~....,.________,. I r ~ . ~ VALVE CONTROL WIRE ....._ __ 2" DEEP CLIEAN, APPROVED BACKFILL MATERIAL REFER TO CIVIL PLANS FOR SLEEVING LOCATIONS AND SIZES TRENCHING DETAIL SCALE: NTS --------PAYIN<:> MATERIAL ~ __-FINISH GRAPE BASE MATERIAL IF REGUIRED NATIVE SURROIJNPIN<:> SOIL GLEAN BAGKFILL SOIL C.OMPAC.TEV TO MATC.H NATIVE SURROUNDING SOIL SAND BACKFILL AROUND PIPES HIRE IN SEPARATE SLEEVE PIPE PRESSURE MAINLINE IN SLEEVE OR NON-PRESSURE LATERAL LINE EITHER IN SLEEVE OR NOT PER PLAN. PAYING MATERIAL BASE MATERIAL --<-OMPAGTEP 5UBGRADE HATER MAINLINE AND HIRES HITHIN CONDUIT WITHIN THE 4" SLEEVE. .---4' PVC. SLEEVE, BOREV UNDER HARPSC.APE SURFACE BORING DETAIL SLEEVING DETAILS SCALE: NTS C-3967 DRAWN: DATE: 10 01 08 AVOCADO AVENUE AND WESTCLIFF DRIVE MEDIAN IMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5958-S SHEET 9 OF 9