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R_5982_S
BRISTOL STREET NORTH CITY OF COSTA MESA JOHN WAYNE AIRPORT -PROJECT LOCATION VICINITY MAP NOT TO SCALE ' a' 4p CITY OF IRv1NE ~ EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&cT TELEPHONE COMPANY Qt,)'. NIGHT CITY Of NE\lll'ORT BEAOi UTILITIES DEPARlMENT ORANGE COUNTY SANITATION DISTRICT (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 (949) 631-1291 (949) 644-3717 TIME WARNER CABLE MESA CONSOLIDATED WATER DISTRICT LU ' ' > a:: .... Cl) ::, Cl. ::;; <I: (.) CALL TOLL FR EE 1-800-422-4133 BEFORE YOU DIG PROJ ECT AREA BRISTOL SlREE.T NORTH ~ I SR 73-CORONA OE.LtN.RFREEWA'!' I-LU ~ I-BRISTOL STREET NOR"TH Cl) I oi: en y / BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS C-4301 RPSTPLE 5151 (025) DATE:1 9 ... ~I-I J 36106 ENGINEER R.C.E. NO. 47961 tu LU ~ PROJECT AREA PROJECT AREA Cl) LU (.) I ::, a:: Cl. Cl) ' EJRISTOL STREET NORTH "-. I BRISTOL STREET NORlr+ ~ I V -I I SR 73 -CORONA OE.L W.RFRSfWAY SR 73-CORONA DEL M,t,.RFREEWAY BRISTOL STREET NORTH LOCATION MAP NOT TO SCALE TCLA, Inc. 0 CORPORATE OFFICE: JOSEPH A. VARONIN A.5.l.A. CA#1737 27905SMYTHDRIVE, VALENCIA., CALIFORNIA 91355 (PH) 661-702-1011 (F-X) 661-702-0293 • ORANGE co~ OFFICE: 1340 REYNOLDS 1\VEMJE #103, IRVINE, CALIFORNIA 00:614 (PH) e-1~250-1615 \FX) 949~50-1801 APPROVAL RECOMMENDED: 1/JJ/1_ •&/ MARK HAR NICIPAL OPERATIONS OEPARlMEN DATE: ll·J.\• \\ ' I-LU LU a:: \ I-Cl) LU > 0 O '- \ y SR 73 -CORONA DEL Mil,,RFREEW,W GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ", 2009 EDITION AND SUPPLIEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLIE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER IFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. J. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FlNISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SH ALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY FACILITY/UTILITIES AS NEED TO THE SATISFACTION OF THE ENGINEER (e.g. WATER VALVES, sea. SURVEY MONUMENTS, PULL BOXES, SE'M::R AND STORM DRAIN MANHOLES} FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. ANY DISCREPANCIES THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE THE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 7. ANY WOR K NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS OR v1CE-VERSA, SHALL BE FlURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 8. UNLESS OTHERWISE NOTED, ALL UTILITIES SHALL BE PROTECTED IN PLACE. 9. CONTR ACTOR SHALL BE RESPONSIBLIE FOR COORDINATION AND APPROVAL WITH CALTRANS FOR CLIEAR GRUBBING OF EXI STING CAL TRANS TREE ROOTS. ROOT PRUNING OF EXJSTING CAL TRANS PLANTING SHALL BE PERFORMED AT PROJECT BOUNDARY. PROJECT AREA , BRISTOL STREE.T NORTH T I RE't1EYo£D: ~ ISLE£, RCE 65329 SENIOR CIVIL ENGINEER DESIGNED: ORA Yltl: HK CO OiECKED: DA TE : HK 12 21 2011 SHEET INDEX TITLE SHEET 2 LANDSCAPE IRRIGATION PLAN 3 LANDSCAPE IRRIGATION PLAN 4 LANDSCAPE IRRIGATION PLAN 5 LANDSCAPE IRRIGATION PLAN 6 LANDSCAPE IRRIGATION PLAN 7 LANDSCAPE PLANTING PLAN 8 LANDS CAPE PLANTING PLAN 9 LANDSCAPE PLANTING PLAN 10 LANDSCAPE PLANTIN G PLAN 11 LANDSCAPE PLANTING PLAN 12 LANDSCAPE CONSTRUCTION DETAILS 1 J LANDSCAPE CONSTRUCTION DETAILS 14 LANDSCAPE CONSTRUCTION DETAILS I/ 0 <i: ~ LU ~ en ::;; <I: --, C-4301 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5982-S SHEET 1 Of 14 IRRIGATION SYMBOL LEGEND: OVERHEAD SYSTEMS• ,.......,...--DENOTES CONTROLLER (LETTER> AND VALVE (NUMBER> SEQUENCE ~~DENOTES MAXIMUM GPM FL□w' THROUGH VALVE '0::f-,_---DEN□TES VALVE SIZE IN ADDITION TD PROVIDING SLEEVES FDR ALL PIPING UNDER R□AD...,AYS AND \vALK\vAYS, PROVIDE AND INSTALL PVC SCHEDULE 80 SLEEVES FDR ALL CONTROLLER w'IRES UNDER ALL CONCRETE PAVING, SIZE AS REQUIRED. PULL STRIPED RED AND \vHITE CONTROL w'IRES, AND w'HITE COMMON w'IRE FROM CONTROLLER PANEL TD THIS PULLB□X LOCATION, (STATIONS #A23-A26). PROVIDE 24' PIG TAIL ENDS IN THIS BOX FDR FUTURE USE, SEAL ENDS. THESE WIRES SHALL BE PROVIDED INSIDE, BUT NOT CONNECTED, TD CONTROLLER PANEL. 3.5 NOTE• EXISTING TRAFFIC FIBER OPTICS LINE BURIED 30 INCHES, TYPICAL. CONTRACTOR SHALL INSTALL IRRIGATION w'ITH A □NE FOOT MINIMUM LATERAL CLEARANCE FROM FIBER OPTICS LINE, TYPICAL. 30.0 BRISTOL STREET NORTH NOTE, MAINLINE IS SH□w'N IN STREET FDR CLARITY OF DESIGN □NL Y. LOCATE ALL PIPES \JITHIN PLANTING AREAS, TYPICAL, JACK AND BORE ALL SLEEVES AS DIRECTED BY THE ENGINEER UNDER STREETS AND HARDSCAPE, TYPICAL 1--w w 0:: I-- en I 0 0:: -m ("") 1-w w I Cl) ~~if~ING TRAFFIC FIBER OPTICS LINE 15 5 19 7 INSTALL SEPARATE MAINLINE~ ti1 ' ' AND w'IRE SLEEVES AT STREET Cl) BURIED 30 INCHES, TYPICAL. CONTRACTOR CROSSINGS TYPICAL SHALL INSTALL IRRIGATION w'ITH A □NE ' 6" FOOT MINIMUM LATERAL CLEARANCE FROM --_ _.,.. ---1--... .... _3:.._ _ ....II-_ -=-=----3" ____ \> ~ FIBER OPTICS LINE. TYPICAL, $. __ JI-__ = ----,J._'--3 f□ri\ 311 ~--....;;;-.a.._ - - - - - - - - 3" __ ___J) ____ _ 3 II ---------- -o" ~ --=--=---=-J:u -------~---~--------i----~--~~ I-~ ~ IRRIGATION NOTES: 3/4' NOTE, EXISTING C.L. FENCE LINE EXISTING TRAFFIC FIBER OPTICS LINE BURIED 30 INCHES, TYPICAL. CONTRACTOR SHALL INSTALL IRRIGATION 'wITH A □NE FOOT LATERAL CLEARANCE FROM FIBER OPTICS LINE. TYPICAL. 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 3/4" 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 WILLFULLY 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. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE PIPING, AND PIPE SLEEVING, SIZED PER PLAN. ALL SLEEVING SHALL BE PVC SCHEDULE 80 PIPE. 6. 120 V.A.C. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCATION. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT. 7. 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 DIFFERENCES 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. 8. 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 ENGINEER SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS 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. 9. 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. 10. ALL CONVENTIONAL IRRIGATION HEAIDS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED . .--------(9~ NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES. PLAN NORTH NORTH 20' 10' 0 EXISTING C.L. FENCE LINE I" PLANTING AREA SR 73 -CORONA DEL MAR FREEWAY 11. 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. 12. 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. 13. 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. 14. FLUSH ALL LATERAL LINES WITH VALVE ASSEMBLIES INSTALLED, PRIOR TO NOZZLE INSTALLATION. INSTALL NOZZLES AFTER FLUSHING. 15. THE CONTRACTOR SHALL CONTACT JOHN DEERE GREENTECH FOR CONTROLLER/SENSOR CERTIFICATION AT START-UP OF SYSTEM. CALL (949) 837-4337. 16. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. IRRIGATION LEGEND· . SYMBOL PRODUCT MODEL DESCRIPTION 0 HUNTER MPR40 12 CV 1 :>• PnP .I IP •~£,Y , a " ~ HUNTER MPR40-12-CV 12' PDP-UP SPRAY HEAD I\ TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD ... TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD □ TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD ■ T□R□ 570S-12P-C□M 12' P □P-UP SPRAY HEAD 0 TOR□ 570S-L2P-C□M 12' PDP-UP SPRAY HEAD 0 TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD • TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD D. TOR□ 570S-L2P-C□M 12' PDP-UP SPRAY HEAD ¢, HUNTER MPR40-12-CV 12' STANDARD RISER SPRAY HEAD • HUNTER MPR40-12-CV 12' STANDARD RISER SPRAY HEAD • TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 11\ TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD [jl TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD • TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD qi TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD • TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD "'-TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD NOZZLE RADIUS GPM MP1000 180 8' .32 MPl000-90 8' .16 12-H 11' .95 12-Q 11' .40 10-H 9' .60 10-Q 9' .30 8-H 7' .37 8-T 7' ,23 8-Q 7' .17 5-H 4' .LO MPl000-180 8' .32 MPl000-90 8' .16 12-H 11' .95 12-Q 11' .40 10-H 9' ,60 10-Q 9' ,30 8-H 7' .37 8-Q 7' ,17 5-H 4' .LO NOTE• INSTALL PURPLE RUBBER CAP ON ALL PDP-UP AND STANDARD RISER SPRAY HEADS AND BUBBLERS. TCLA,Inc. 0/J~:=::... □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 27905 SMYTH DRIVE, VALE~IA, CALIFCRNIA 91355 20' 40' 60' (PH) 661-702-1011 (FX) 661-702-0293 PSI PATTERN 30 HALF 30 QUARTER 20 HALF 20 QUARTER 20 HALF 20 QUARTER 20 HALF 20 THIRD 20 QUARTER 20 HALF 30 HALF 30 QUARTER 20 HALF 20 QUARTER 20 HALF 20 QUARTER 20 HALF 20 QUARTER 20 HALF - - ■ ORANGE COLAIITY OFFICE: ---SCALE: 1"=20' 1340 REYOOLDS AVENUE #103., IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 NO. DATE DESCRIPTION OF REVISIONS DETAIL 4 /SHT 13 2 /SHT 13 2" 4' :a: EXISTING ACCESS GATE, PROTECT IN PLACE EXISTING C.L. FENCE LINE SYMBOL ~ [fil 1%] NOTE• EXISTING TRAFFIC FIBER OPTICS LINE BURIED 30 INCHES, TYPICAL. CONTRACTOR SHALL INSTALL IRRIGATI □N w'ITH A □NE FOOT MINIMUM LATERAL CLEARANCE FROM FIBER OPTICS LINE. TYPICAL. PRODUCT MODEL DESCRIPTION CONTRACTOR TD INSTALL NEW 1-1/2' \NATER METER. VERIFY LOCATION PRIOR INSTALLATION. INSTALL PER CITY DETAIL STANDARD. RAINMASTER EV□LUTI□N SA6-RM4-30-RFL-FSB. 30 STATI□N T□P MOUNTED CONTROLLER ASSEMBLY. CONTACT SC□TT KYLE AT RAINMASTER (949) 212-8013, MYERS MEUG20X-M100 ELECTRICAL METER, VERIFY LOCATION 'wITH THE ENGINEER, REPLACE EXISTING METER PER CITY STANDARD DETAIL 206-L FEBC□ 825Y RP BACKFL□w' PREVENTER -1-1/2' w'ITH STRONGBOX SBBC-45SS ENCLOSURE. INSTALL PRESSURE REGULATOR ON UPSTREAM RISER PIPE. RAINMASTER EVFM FL□'w SENSOR -1' GRISWOLD 2000-R SERIES NORMALLY CLOSED MASTER VAL VE -1-1/2' \vITH PURPLE HANDLE CARSON M□DEL 910 10' ROUND PLASTIC C □NTROL AND COMMON ...,IRE PULL BOX. C □IL MINIMUM 24' OF w'IRE 'wITHIN BOX. MATC□ 754 SERIES BRASS FULL PORT BALL VAL VE -LINE SIZE DETAIL T□ 1 /SHT 12 2 /SHT 12 3 /SHT 14 3 /SHT 12 4 /SHT 12 5 /SHT 12 6 /SHT 12 7 /SHT 12 NELSON GRISWOLD TOR□ NELS□N 42 QUICK C□UPLING VALVE w'ITH PURPLE RUBBER CAP -1' -w'ITH 40K KEY 8 /SHT 12 TOR□ Dw'S-R SERIES ELECTRIC REM□TE C□NTR□L VALVE IN BOX w'/ PURPLE HANDLE -SIZE PER PLAN 1 /SHT 13 FB25PC 0.25 GPM FLOOD PATTERN SHRUB BUBBLER ON SCHEDULE 80 RISER, 3 /SHT 13 INST ALL □NE PER SHRUB, FB25PC 0,25 GPM FLOOD PATTERN SHRUB BUBBLER □N SCHEDULE 80 RISER, 3S.4 /SHT 13 INST ALL TIN □ <2> PER TREE. BURIED PURPLE PRESSURE MAINLINE PIPING, SIZE PER PLAN, USE PVC SCHEDULE 80, BURIED PURPLE NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN. ---~---PIPE SLEEVE, PVC SCH. 80, FDR IRRIGATION PIPING INSTALLED UNDER PAVING, SIZE PER PLAN .. CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING w'ALL PENETRA TI□NS INHERE NECESSARY. 5 /SHT 14 5 /SHT 14 6 /SHT 13 ---+ -----------C□NTR□ L WIRE SLEEVE, PVC SCH. BO, INSTALLED UNDER PAVING BY C□NTRACT□R, 6 /SHT 13 SIZE PER PLAN. DESIGNED: DRAl'fN: HK CO CHECKED: DA TE: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN C-4301 CITY OF NEWPORT BEACH R-5982-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 14 "' ~ UJ I Cl} UJ UJ I-w w 0::: I- en I 0 0::: -en JACK AND BORE ALL SLEEVES AS DIRECTED BY THE ENGINEER UNDER STREETS AND HARDSCAPE, TYPICAL / INSTALL SEPARATE MAINLINE AND WIRE SLEEVES AT STREET CROSSINGS, TYPICAL NOTE, VERIFY EXISTING UTILITIES IJITH APPROPRIATE JURISDICTIONS PRIOR TD DIGGING, ALL EXISTING UTILITIES SHALL BE PROTECTED IN PLACE. TYPICAL NOTE• BRISTOL STREET NORTH 3 " MAINLINE rs SH□w'N IN STREET FDR __ ca .... - - - - - - : = 3" _ 6'\,._ , ~------ UJ -----=-F __ -::: - -► _. /_CLARITY □F DESIGN ONLY, LOCATE --- ALL PIPES WITHIN PLANTING AREAS, __ --- 3 ,, TYPICAL 3 ,, ___ -------------------------+--------z ,<..II --------D D __j V • c, I u I-< 2 I- JACK AND BORE ALL SLEEVES AS DIRECTED BY THE ENGINEER UNDER STREETS AND HARDSCAPE, TYPICAL / INSTALL SEPARATE MAINLINE AND w'IRE SLEEVES AT STREET CROSSINGS, TYPICAL EXISTING CL FENCE LINE □ PLANTING AREA EXISTING CL FENCE LINE SR 73 -CORONA DEL MAR FREEWAY BRISTOL STREET NORTH b" 3" NOTE, MAINLINE IS SH□w'N IN STREET FDR CLARITY □F DESIGN ONLY, LOCATE ALL PIPES IJITHIN PLANTING AREAS, TYPICAL, 311 () -- >- ~~ -w ~> x~ WO EXISTING CL FENCE LINE PLANTING AREA NOTE• MAINLINE IS SH□-.,N IN STREET FDR / CLARITY □F DESIGN □NL Y, LOCATE ALL PIPES 'v/ITHIN PLANTING AREAS, TYPICAL, ta /A6\29,o -v:-1✓21 - JACK AND BORE ALL SLEEVES AS DIRECTED BY THE ENGINEER UNDER STREETS AND HARDSCAPE, TYPICAL INSTALL SEPARATE MAINLINE-~ AND IJIRE SLEEVES AT STREET CROSSINGS, TYPICAL ---------- - ' A7 \ 20,5 1-1/2'' 'I: ' - -(} --------- 6" -"' LU z _J I u I-< 2 UJ I I 6" 3" ·------/ 3" ___________________ -=.,± ~~---------=-=ff lloj ---~-------... 11111 311 ------__ _.zi __ I I A II UJ I -Cl} -Cl} - I I- UJ UJ Cl} "' UJ z _J I u I-< 2 ---~b" ~ tb" '\_EXISTING A,C, PAVING\ -- PLANTING AREA SR 73 -CORONA DEL MAR FREEWAY NOTE: CONTRACTOR SHALL PROTECT IN SEE SHEET 2, FOR LANDSCAPE IRRIGATION ~ i1Js) PLACE ALL EXISTING UTILITIES. PLAN NORTH NORTH 20· 10· 0 20' 40' 60' SCALE: 1";;;20' NOTES TCLA,Inc. ~--=..,,,,,.□ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALEl'CIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: 1340 REYtoLDS AVENUE#103., IRVINE, CALIFORNIA 92S14 (PH) 949-250-1615 (FX) 949-250-1B01 NO, EXISTING C.L:, FENCE LINE DATE DESCRIPTION OF REVISIONS ,;;j" I--UJ " A -L-~ = -~ -.... ..,, . --_ .,:; _;:,...,, ,;; _...,._ ----~--.;:-~ --~ LU --I -~-,--r -- 11'-' ~ 11411 EXISTING CL FENCE LINE PLANTING AREA DESIGNED: DRAWN: HK CD CHECKED: DA TE: HK 12 21 2011 Cl} UJ LU Cl} -C"') LU z _J I u I-< 2 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN C-4301 CITY OF NEWPORT BEACH R-5982-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 14 C"') 1-w w I_.2.'.:..__ ____ ..J!. __ _ C/J tf1 IF~~~F:o:=~~A. C/J -C"') w z ...J I u I-<( ~ 3/4' 1;211 NOTE, EXISTING PULL BOX. THIS IS TERMINUS □F EXISTING BARE GROUND IJIRE FROM EXISTING ELECTRICAL CABINET, POINT □F CONNECTION -'w'ATER: EXISTING 2' STUBBED POTABLE SERVICE 'w'ATER LINE LOCATED IN CONCRETE BOX. CONTRACTOR SHALL REMOVE AND REPLACE CONCRETE BOX AND INSTALL NE'w' 1-1/2' 'w'ATER METER, CONNECT MAINLINE DIRECTLY DD\INSTREAM □F THE \/ATER METER, THE PRESSURE OBTAINED FROM NEIJP□RT BEACH UTILITIES DEPARTMENT <949) 644-3011, PEAK \/ATER DEMAND, 30,0 GPM AVAILABLE PRESSURE• 95,0 PSI (STATIC) REQUIRED MINIMUM PRESSURE, 66,3 PSI 31.0 2-1/ " \ \ \ \ \ \ \ \ kl-1/4" I \ \ \ EXISTING PULL BOX, THIS IS TERMINUS □F EXISTING CONDUCTOR \/IRES FROM EXISTING ELECTRICAL CABINET, JACK AND BORE ALL SLEEVES AS DIRECTED BY THE ENGINEER UNDER STREETS AND HARDSCAPE, TYPICAL INSTALL CONDUCTOR './IRES AND GROUND \/IRE FDR CONTROLLER □PERATI□N, MAINLINE IS SHD\IN IN STREET FDR CLARITY □F DESIGN □NL Y, LOCATE ALL PIPES 'w'ITHIN PLANTING AREAS, TYPICAL, 27, !0W~M','.1.J\\\ CONNECT 120 VAC \/IRE FROM PULL BOX TD AUT□MA TIC IR RIGA TI□N r-w w 0:: r- C/) w 0 => 0:: a.. Cl) BRISTOL STREET NORTH 3,0 NOTE, MAINLINE IS SHD\IN IN STREET FDR CLARITY OF DESIGN □NL Y, LOCATE ALL PIPES \IITHIN PLANTING AREAS, TYPICAL, 22,7 \\ W-I" \ CONTROLLER, SEE DETAIL 2, SHEET 12 1"/\1 '& FDR ELECTRICAL METER L□CATI□N ~ ~ -------~----~~-----------3~ _____ _!:J __ _ 311 () ---------" 3" <J 3" ------------------- '-._ EXISTING C,L. FENCE LINE I 1/411 111 EXISTING C.L. FENCE LINE I" POINT □F CONNECTION -CONTROLLER: CONTRACTOR SHALL INSTALL NE'w' IRRIGATION CONTROLLER NEAR EXISTING \/ATER METER LOCATION IN PLANTING AREA, CONTRACTOR SHALL VERIFY THE LOCATION □F THE IRRIGATI□N CONTROLLER \/!TH THE ENGINEER, CONTRACTOR SHALL INSTALL A NEW 1-1/4' PVC SCH, 80 ',/IRE CONDUIT FROM THE EXISTING PULL BOX □N THE EAST SIDE □F BRISTOL STREET ,._ __ ......,NORTH TD THE CONTROLLER LOCATION IJITH 120 VAC \/IRES NEEDED TD PLANTING AREA OPERATE THE CONTROLLER, HOOK-UP □F THE CONTROLLER TD 120 VAC SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND MUST COMPLY \.'ITH ALL CITY □F NEw'P□RT BEACH AND NATIONAL ELECTRICAL CODE REQUIREMENTS, STATl□N RUN ORDER SHALL MATCH PLANS, 'w'IRE TD CONTROLLER, SR 73-CORONA DEL MAR FREEWAY IKKIGA I IUN Ll::Gl::NU: SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL i-,;...H.;;..UN'-T..,;E:;;.R;.__---1-_M_P_R4_0_-_1_2-_C_V_-1--lee2~'_,P_,□~P_-_,,U,_P_S,.,PwR:,,:A:,.,Y_._,H.,,EAc,.D"-1--M-P_l0_0_0-_1_8_0--1-_.:.8_' ----',.;;'3::::2:._---'--"'30:._---1-.:.;He.:A::.LF:..,_ __ __. 4 /SHT 13 HUNTER MPR40-12-CV 12' PDP-UP SPRAY HEAD MPI000-90 8' .16 30 QUARTER TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 12-H 11' ,95 20 HALF TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 12-Q 11' ,40 20 QUARTER □ TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 10-H 9' ,60 20 HALF ■ TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD 10-Q 9' .30 20 QUARTER 0 TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 8-H 7' .37 20 HALF 0 TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 8-T 7' ,23 20 THIRD • TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD 8-Q 7' .17 20 QUARTER D. TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD 5-H 4' ,10 20 HALF _H_U_N_T.:.E,;.;R __ ,.__;.;M;_PR;,;.4,;.;0;_-,;;;12;;;_-..,;c;_v;._-1-=12'-' ..:;S-"TA.:;;N::,DAR=D--'R=IS:.:E::.:R..:S::,.P:,::RA.:.:,Y_;H,::E::.:AD"-+---'M.::.P.:;10:,:0,:_0--=1=80"---<l----"'8-' ----'--''3::::2=------1,--"'30=------1-.;,;H;;_;A::,LF:..,_ __ __. 2 /SHT 13 ♦ HUNTER MPR40-12-CV 12' STANDARD RISER SPRAY HEAD MP!000-90 8' .16 30 QUARTER TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 12-H 11' ,95 20 HALF TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 12-Q 11' .40 20 QUARTER [jJ TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 10-H 9' ,60 20 HALF ■ TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 10-Q 9' ,30 20 QUARTER <P TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 8-H 7' ,37 20 HALF • TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 8-Q 7' ,17 20 QUARTER "" TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 5-H 4' ,10 20 HALF NOTE: INSTALL PURPLE RUBBER CAP ON ALL PDP-UP AND STANDARD RISER SPRAY HEADS AND BUBBLERS, IRRIGATION SYMBOL LEGEND: SYMBOL & [fil III 18] PRODUCT RAINMASTER MYERS FEBC□ RAINMASTER GRISw'□LD CARSON MATC□ NELSON GRISWOLD TOR□ TORO MODEL EVOLUTION MEUG20X-MIOO 825Y EVFM 2000-R SERIES MODEL 910 754 SERIES NELSON 42 Dw'S-R SERIES FB25PC FB25PC I" EXISTING C.L. 3!4 " FENCE LINE ~EXISTING CAL TRANS PLANTING AREA DESCRIPTION CONTRACTOR TD INSTALL NEw' 1-1/2' WATER METER. VERIFY LOCATION PRIOR TD INSTALLATI□N. INSTALL PER CITY DETAIL STANDARD. SA6-RM4-30-RFL-FSB, 30 STATION TOP MOUNTED CONTROLLER ASSEMBLY, CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013. ELECTRICAL METER, VERIFY LOCATION WITH THE ENGINEER, REPLACE EXISTING METER PER CITY STANDARD DETAIL 206-L RP BACKFL□w' PREVENTER -1-1/2' './ITH STRONGBOX SBBC-45SS ENCLOSURE. INSTALL PRESSURE REGULATOR ON UPSTREAM RISER PIPE, FLOW SENSOR -I' NORMALLY CLOSED MASTER VALVE -1-1/2' V[TH PURPLE HANDLE 10' ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24' OF VIRE WITHIN BOX. BRASS FULL PORT BALL VALVE -LINE SIZE QUICK COUPLING VALVE WITH PURPLE RUBBER CAP -1' -',/ITH 40K KEY ELECTRIC REMOTE CONTROL VALVE IN BOX w'/ PURPLE HANDLE -SIZE PER PLAN 0.25 GPM FLOOD PATTERN SHRUB BUBBLER ON SCHEDULE 80 RISER. INSTALL □NE PER SHRUB. 0.25 GPM FLOOD PATTERN SHRUB BUBBLER ON SCHEDULE 80 RISER. INSTALL T\10 C2l PER TREE, OVERHEAD SYSTEMS: ~=------DENOTES CONTROLLER <LETTER) AND VALVE <NUMBER) SEQUENCE k'?=DEN□TES MAXIMUM GPM FLO\/ THROUGH VALVE '\!51-'----DEN□TES VALVE SIZE BURIED PURPLE PRESSURE MAINLINE PIPING, SIZE PER PLAN. USE PVC SCHEDULE 80. BURIED PURPLE NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, IN ADDITl□N TD PROVIDING SLEEVES FDR ALL PIPING UNDER R□AD',/AYS AND 'wALKw'AYS, PROVIDE AND INSTALL PVC SCHEDULE 80 SLEEVES FDR ALL CONTROLLER WIRES UNDER ALL CONCRETE PAVING, SIZE AS REQUIRED. ---~----- ---------- ---4: ----------- SIZE PER PLAN. PIPE SLEEVE, PVC SCH. 80, FDR IRRIGATION PIPING INSTALLED UNDER PAVING, SIZE PER PLAN .. CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENETRATIONS \.'HERE NECESSARY, CONTROL VIRE SLEEVE, PVC SCH. 80, INSTALLED UNDER PAVING BY CONTRACTOR. SIZE PER PLAN, DETAIL 1 /SHT 12 2 /SHT 12 3 /SHT 14 3 /SHT 12 4 /SHT 12 5 /SHT 12 6 /SHT 12 7 /SHT 12 8 /SHT 12 1 /SHT 13 3 /SHT 13 &.4 /SHT 13 5 /SHT 14 5 /SHT 14 6 /SHT 13 6 /SHT 13 LO 1-w w I C/J w w C/J - """ w z ...J I u I-<( ~ NOTE: CONTRACTOR SHALL PROTECT IN ~ Qi§) PLACE ALL EXISTING UTILITIES SEE SHEET 2, FOR LANDSCAPE IRRIGATION lr--T--T--------------r--:::::;;:::::--r-----.----------------C_-_4_3_0..;.17 LEGENDS AND NOTES I PLAN NORTH NORTH 20' 10' 0 20' 40' 60' -----SCALE: 1"=20' TCLA, Inc. ~~~,-, □ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.LA. CA#1737 Iii 27905SMYTHDRIVE, VALENCIA. Ct>.UFORNIA 91355 (F'H) 651-702-1011 (FX) 661-702-0293 ■ ORAr"3E OOUNTY OFFICE: 1340 REYNOLDS AVEf',l_JE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-<150-1801 DESIGNED: DRAWN: HK CD NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH R-5982-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 14 s::t I- LU LU I Cl) LU LU Cl) -s::t LU z ...J I (.) I-<( 2 3" ------ NOTE, MAINLINE IS SH□IJN IN STREET FDR CLARITY □F DESIGN □NL Y. LOCATE ALL PIPES IJITHIN PLANTING AREAS, TYPICAL. BRISTOL STREET NORTH 23.4 26.5 24.3 N□TE1 MAINLINE IS SH□IJN IN STREET FDR CLARITY □F DESIGN □NL Y. LOCATE ALL PIPES 'IJITHIN PLANTING AREAS, TYPICAL, ---~-----~-------~---311 3" ct 311 ------~-------------~--~-~--------------C) 311 --------------- 3/4 11 EXISTING C.L. FENCE LINE PLANTING AREA 11 II II EXISTING C.L. FENCE LINE 3/4" SR 73 -CORONA DEL MAR FREEWAY 11'-1'-1..._.,,l,11'-'1'1 L...L-..._..L-l'ILJ ■ SYMBOL I\ □ 0 • [j] q:, ■ 0 • • PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL I--HU_N_T_E_R ____ M_P_R4_0_-_12_-_c_v_+--'1 .. 2~•....,P....,D..,P_-..,.U"-P-'S..,P....,R..,A.._.Y_._.H .. EA""D"--I--M_P_10_0_0-_1_8_0 ......... _.;;.8' __ ...i--c•3:..:2=-----3:::;o:.._--1-.:.;H::..:A=LF1--__ __. 4 /SHT 13 HUNTER MPR40-12-CV 12• PDP-UP SPRAY HEAD MPl000-90 8' ,16 30 QUARTER TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 12-H 11' .95 20 HALF TOR□ 570S-12P-C□M 12' P □P-UP SPRAY HEAD 12-Q 11' .40 20 QUARTER TOR□ 570S-12P-C□M 12' P □P-UP SPRAY HEAD 10-H 9' .60 20 HALF TOR□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 10-Q 9' .30 20 QUARTER T□R□ 570S-12P-C□M 12' P □P-UP SPRAY HEAD 8-H 7' .37 20 HALF T□R□ 570S-12P-C□M 12' P □P-UP SPRAY HEAD 8-T 7' .23 20 THIRD T□R□ 570S-12P-C□M 12' P □P-UP SPRAY HEAD 8-Q 7' .17 20 QUARTER T□R□ 570S-12P-C□M 12' PDP-UP SPRAY HEAD 5-H 4' .10 20 HALF 1--H....;U;..;.N....;T.;;:E....;R __ +-'--MPC...R..;.4....;0_-.;;;;12c..-....;cc...v_.._1:::2c...' ..:;S;.;.TA.;;;N.::;DA.;;.R;;;.D...;.R;;;;[S:::E;;.;.R...:Sc...PR;.cA;.;.Y....;H.;;:Ec.;;AD=--1--...;.M.::.P.::;IO:::O=-O-..:l=80:......_1--.....::.8' __ ..a,...:;'3:..:2=----3:::;o::..,_....j....:.;H::..:A=LFI--__ __. 2 /SHT 13 HUNTER MPR40-12-CV 12' STANDARD RISER SPRAY HEAD MPl000-90 8' .16 30 QUARTER TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 12-H 11' ,95 20 HALF T□R□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 12-Q 11' ,40 20 QUARTER T□R□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 10-H 9' ,60 20 HALF T□R□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 10-Q 9' ,30 20 QUARTER T□R□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 8-H 7' ,37 20 HALF T□R□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 8-Q 7' ,17 20 QUARTER TOR□ 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD 5-H 4' ,10 20 HALF N□TE1 INSTALL PURPLE RUBBER CAP □N ALL PDP-UP AND STANDARD RISER SPRAY HEADS AND BUBBLERS. IRRIGATION SYMBOL LEGEND: OVERHEAD SYSTEMS, ~------DENOTES CONTROLLER <LETTER) AND VAL VE <NUMBER) SEQUENCE ~"??=DENOTES MAXIMUM GPM FL□IJ THROUGH VALVE ~--DENOTES VALVE SIZE IN ADDITION T□ PROVIDING SLEEVES F□R ALL PIPING UNDER R□ADIJAYS AND IJALKIJAYS, PROVIDE AND INSTALL PVC SCHEDULE 80 SLEEVES FDR ALL CONTROLLER \,/IRES UNDER ALL CONCRETE PAVING, SIZE AS REQUIRED. I" EXISTING C.L. FENCE LINE SYMBOL & [fil (t • ~ PRODUCT MODEL RAINMASTER EVOLUTION MYERS MEUG20X-M100 FEBC□ 825Y RAINMASTER EVFM GRIS\J□LD 2000-R SERIES CARSON MODEL 910 MATC□ 754 SERIES NELSON NELSON 42 GRISIJ□LD D\JS-R SERIES T□R□ FB25PC T□R□ FB25PC PLANTING AREA DESCRIPTION CONTRACTOR TD INSTALL NEIJ 1-1/2' IJATER METER. VERIFY LOCATION PRI□R TD INSTALLATION, INSTALL PER CITY DETAIL STANDARD, SA6-RM4-30-RFL-FSB. 30 STATION TOP MOUNTED CONTROLLER ASSEMBLY. CONTACT SCOTT KYLE AT RAINMASTER C949) 212-8013. ELECTRICAL METER, VERIFY LOCATION \JITH THE ENGINEER, REPLACE EXISTING METER PER CITY STANDARD DETAIL 206-L RP BACKFLD\J PREVENTER -1-1/2' 'IJlTH STRONGBOX SBBC-45SS ENCLOSURE. INSTALL PRESSURE REGULATOR ON UPSTREAM RISER PIPE. FL□IJ SENSOR -1' NORMALLY CLOSED MASTER VALVE -1-1/2' \./ITH PURPLE HANDLE 10' ROUND PLASTIC CONTROL AND COMMON \,/IRE PULL B□X, C□IL MINIMUM 24' OF 'IJIRE 'IJITHIN BOX. BRASS FULL PORT BALL VAL VE -LINE SIZE QUICK COUPLING VALVE \./ITH PURPLE RUBBER CAP -1' -\./ITH 40K KEY ELECTRIC REMOTE CONTROL VALVE IN B□X \.// PURPLE HANDLE -SIZE PER PLAN 0,25 GPM FL□□D PATTERN SHRUB BUBBLER □N SCHEDULE 80 RISER, INSTALL □NE PER SHRUB. 0.25 GPM FL□□D PATTERN SHRUB BUBBLER □N SCHEDULE 80 RISER. INSTALL TWO (2) PER TREE, BURIED PURPLE PRESSURE MAINLINE PIPING, SIZE PER PLAN, USE PVC SCHEDULE 80, BURIED PURPLE NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN, -----if-------PIPE SLEEVE, PVC SCH. 80, FDR IRRIGATI□N PIPING INSTALLED UNDER PAVING, SIZE PER PLAN .. CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING IJALL PENETRATI□NS IJHERE NECESSARY, ---+-----------CONTROL 'IJIRE SLEEVE, PVC SCH. 80, INSTALLED UNDER PAVING BY CONTRACTOR. SIZE PER PLAN, DETAIL 1 /SHT 12 2 /SHT 12 3 /SHT 14 3 /SHT 12 4 /SHT 12 5 /SHT 12 6 /SHT 12 7 /SHT 12 8 /SHT 12 1 /SHT 13 3 /SHT 13 38.4 /SHT 13 5 /SHT 14 5 /SHT 14 6 /SHT 13 6 /SHT 13 co I- LU LU I Cl) LU LU Cl) I!) LU z ...J I (.) I-<( 2 NOTE: CONTRACTOR SHALL PROTECT IN SEE SHEET 2, FOR LANDSCAPE IRRIGATION C-4301 NoTEs lrT--,-------------r----::::;:;:::::----r-----.-----------------i ~ 1l§) PLACE ALL EXISTING UTILITIES. TCLA, Inc. PLAN NORTH NORTH 20· 10· o 20· 40' so· - ----SCALE: 1"=20' ' NO. DATE ~ DESIGNED: DRAWN: HK CD DESCRIPTION OF REVISIONS CHECKED: DA TE: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE IRRIGATION PLAN CITY OF NEWPORT BEACH R-5982-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 14 LO 1- UJ UJ I Cl) UJ UJ Cl) LO UJ z ....I I C) ~ ~ NOTE, MAINLINE IS SHD\,/N IN STREET FDR CLARITY OF DESIGN □NL Y, LOCATE ALL PIPES \,/!THIN PLANTING AREAS, TYPICAL, 25.B 26.0 () 3" 1-w w o::'. I- C/) w > 0 0 () 311 ()i 3" -------------------------------- PLANTING AREA I KKIL:,A I IUN Lt:l:Jt:NU: SYMBOL PRODUCT MODEL DESCRIPTION 0 HUNTER MPR40-12-CV 12' PDP-UP SPRAY HEAD HUNTER MPR40-12-CV 12' PDP-UP SPRAY HEAD I\ TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD □ TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD ■ TORO 570S-12P-CDM 12' P□P-UP SPRAY HEAD 0 TORO 570S-12P-CDM 12' PDP-UP SPRAY HEAD 0 TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD • TORO 570S-12P-CDM 12· PDP-UP SPRAY HEAD il TORO 570S-12P-C□M 12' PDP-UP SPRAY HEAD HUNTER MPR40-12-CV 12' STANDARD RISER SPRAY HEAD • HUNTER MPR40-12-CV 12' STANDARD RISER SPRAY HEAD • TORO 570S-12P-CDM 12' STANDARD RISER SPRAY HEAD TORO 570S-12P-CDM 12' STANDARD RISER SPRAY HEAD [jJ TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD • TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD {jl TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD • TORO 570S-12P-CDM 12' STANDARD RISER SPRAY HEAD fil TORO 570S-12P-C□M 12' STANDARD RISER SPRAY HEAD EXISTING C.L, FENCE LINE NOZZLE MPl000-180 MPl000-90 12-H 12-Q 10-H 10-Q 8-H 8-T 8-Q 5-H MPl000-180 MPl000-90 12-H 12-Q 10-H 10-Q 8-H 8-Q 5-H I" RADIUS B' B' 11' 11' 9' 9' 7' 7' 7' 4' B' 8' 11' 11' 9' 9' 7' 7' 4' GPM PSI PATTERN DETAIL ,32 30 HALF 4 /SHT 13 .16 30 QUARTER ,95 20 HALF ,40 20 QUARTER ,60 20 HALF ,30 20 QUARTER ,37 20 HALF ,23 20 THIRD .17 20 QUARTER ,10 20 HALF ,32 30 HALF 2 /SHT 13 .16 30 QUARTER ,95 20 HALF ,40 20 QUARTER ,60 20 HALF ,30 20 QUARTER ,37 20 HALF ,17 20 QUARTER .10 20 HALF NOTE, INSTALL PURPLE RUBBER CAP ON ALL PDP-UP AND STANDARD RISER SPRAY HEADS AND BUBBLERS, PRESSURE LOSS CHART VALVE: A21 STATIC PSI AT POC: 95.0 POC ELEVATION: 46.0 GPM: 33.0 SYSTEM HIGH POINT: 50.0 1-1/2' w'ATER METER 2,3 PSI 1-1/2' BACKFL□w' PREVENTER 12,0 PSI 1-1/2' MASTER VALVE LB PSI 1' FLO\,/ SENSOR, (FIXED) LO PSI 1,600 LF OF 3' SCH BO MAINLINE 2,6 PSI FITTINGS (201/. MAINLINE LOSS) ,6 PSI 1-1/2' REMOTE CONTROL VALVE 3,5 PSI LATERAL LINE LOSSES, (FIXED) 5,0 PSI ELEVATION C+l UPHILL, (-) D□w'NHILL 1.7 PSI SPRINKLER OPERATING PRESSURE, 30,0 PSI (D TOTAL SYSTEM LOSSES, 60,5 PSI SUMMARY, @ AVAILABLE STATIC PRESSURE AT P□C, 95,0 PSI @ AVAILABLE DYNAMIC PRESSURE AT P□C• @x .75 7L3 PSI © REQ'D SYSTEM MINIMUM DYNAMIC PRESSURE, CD 60,5 PSI @ RESIDUAL DYNAMIC PRESSURE, @-© 10,8 PSI BRISTOL STREET NORTH 30.6 NOTE, MAINLINE IS SHD\,/N IN STREET FDR CLARITY OF DESIGN □NL Y, LOCATE ALL PIPES WITHIN PLANTING AREAS, TYPICAL. (I 3" ---------II () 311 () -----~----~--~---------------------11 II II SYMBOL PRODUCT [Ml ,& RAINMASTER [fil MYERS Ill FEBC□ IFSI RAINMASTER 0 GRISWOLD (§) CARSON ~ MATCD I) NELSON • GRISWOLD 181 TOR□ Iii TOR□ - ----Kc___ ----__ _:v---- ---#---- I' EXISTING C,L. FENCE LINE PLANTING AREA SR 73 -CORONA DEL MAR FREEWAY MODEL EVOLUTION MEUG20X-M100 825Y EVFM 2000-R SERIES MODEL 910 754 SERIES NELSON 42 Dw'S-R SERIES FB25PC FB25PC DESCRIPTION CONTRACTOR TD INSTALL NE\,/ 1-1/2' w'ATER METER, VERIFY LOCATION PRI□R TD INSTALLATI□N. INSTALL PER CITY DETAIL STANDARD, SA6-RM4-30-RFL-FSB, 30 STATI□N TOP MOUNTED CONTROLLER ASSEMBLY, CONTACT SCOTT KYLE AT RAINMASTER (949) 212-8013, ELECTRICAL METER, VERIFY L□CA TIDN \v!TH THE ENGINEER, REPLACE EXISTING METER PER CITY STANDARD DETAIL 206-L RP BACKFL□W PREVENTER -1-1/2' WITH STRONGBOX SBBC-45SS ENCLOSURE, INSTALL PRESSURE REGULATOR □N UPSTREAM RISER PIPE, FLOW SENSOR -1' NORMALLY CLOSED MASTER VALVE -1-1/2' \,/ITH PURPLE HANDLE 10' ROUND PLASTIC CONTROL AND COMMON VIRE PULL BOX, COIL MINIMUM 24' □F VIRE VITHIN BOX. BRASS FULL PORT BALL VALVE -LINE SIZE QUICK COUPLING VAL VE WITH PURPLE RUBBER CAP -1' -WITH 40K KEY ELECTRIC REMOTE CONTROL VALVE IN BOX \,// PURPLE HANDLE -SIZE PER PLAN 0,25 GPM FLOOD PATTERN SHRUB BUBBLER □N SCHEDULE BO RISER, INSTALL □NE PER SHRUB, 0,25 GPM FLOOD PATTERN SHRUB BUBBLER □N SCHEDULE BO RISER, INSTALL TV □ (2) PER TREE, BURIED PURPLE PRESSURE MAINLINE PIPING, SIZE PER PLAN, USE PVC SCHEDULE BO. BURIED PURPLE NON-PRESSURE LATERAL LINE PIPING, PVC SCHEDULE 40, SIZE PER PLAN, PIPE SLEEVE, PVC SCH, BO, F □R IRRIGATl□N PIPING INSTALLED UNDER PAVING, SIZE PER PLAN .. CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING VALL PENETRATIDNS \,/HERE NECESSARY, CONTROL WIRE SLEEVE, PVC SCH, BO, INSTALLED UNDER PAVING BY CONTRACTOR, SIZE PER PLAN, IRRIGATION SYMBOL LEGEND: DETAIL l /SHT 12 2 /SHT 12 3 /SHT 14 3 /SHT 12 4 /SHT 12 5 /SHT 12 6 /SHT 12 7 /SHT 12 8 /SHT 12 1 /SHT 13 3 /SHT 13 11.4 /SHT 13 5 /SHT 14 5 /SHT 14 6 /SHT 13 6 /SHT 13 NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES. OVERHEAD SYSTEMS, ~=----DENOTES CONTROLLER <LETTER) AND VALVE <NUMBER) SEQUENCE ~\33:=DEN□TES MAXIMUM GPM FLO\,/ THROUGH VALVE '\!:3-,_---DEN□TES VALVE SIZE SEE SHEET 2, FOR LANDSCAPE IRRIGATION LEGENDS AND NOTES IN ADDITIDN TD PROVIDING SLEEVES FDR ALL PIPING UNDER ROADWAYS AND \vALK\vAYS, PROVIDE AND INSTALL PVC SCHEDULE BO SLEEVES FDR ALL CONTROLLER WIRES UNDER ALL CONCRETE PAVING, SIZE AS REQUIRED, I- UJ UJ I Cl) Cl) I I- UJ UJ Cl) (0 UJ z ....I I C) I-<( ~ EXISTING CL FENCE LINE PULL STRIPED RED AND \,/HITE CONTROL VIRES, AND \,/HITE COMMON VIRE FROM CONTROLLER PANEL TD THIS PULLBDX LOCATION, <STATIDNS #A27-A30), PROVIDE 24' PIG TAIL ENDS IN THIS BOX FDR FUTURE USE, SEAL ENDS, THESE \vIRES SHALL BE PROVIDED INSIDE, BUT NOT CONNECTED, TD CONTROLLER PANEL. NOTE• MAINLINE IS SHOWN IN STREET FDR L CLARITY □F DESIGN □NL Y, LOCATE ALL PIPES VITHIN PLANTING AREAS, TYPICAL, - - -_3.:..._ ,2_ - - - --® EXISTING C,L. FENCE LINE EXISTING SIDEVALK EXISTING C.L.------- FENCE LINE PLA TING AREA SR 73 -CORONA DEL MAR FREEWAY 1- UJ UJ I Cl) Cl) I 1- UJ UJ Cl) -(0 UJ z ....I I C) I-<( ~ C-4301 ~Ql§J TCLA,Inc. BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS PLAN NORTH NORTH 20· 10· o 20' 40' 60' LANDSCAPE IRRIGATION PLAN SCALE: 1 "=20' - ---- NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: HK CD CHECKED: DAlE: HK 12 21 2011 CITY OF NEWPORT BEACH R-5982-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 14 m a:: ::::, (.) "-0 "" St m :.i-('J """"""""' "",'.','.'.'.'.','.','.','.'.',', '"""""""""""""""""""""""""""""""""""""""""""""""""""""""" """"" '""""""""''"""""········ /'I )</ .N /V /V" / V/ "\// y )({ )(. ./\( /\( / V / \/ . \V / "'., ,JK... A //\ /A / 1, / I\/ A/ ;y P< .J< .,1, 'A EXISTING C.L FENCE LINE / BRISTOL STREET NORTH I \_ REDWOOD EXISTING CONG. ACCESS SLAB ·--'1;.-----r--·-x a "' a:: a. ~ \_EXISTING C.L FENCE LINE EXISTING TRAFFIC FIBER OPTICS LINE AT 30" BELOW GRADE "--- ---------EXISTING CALTRANS PLANTED AND IRRIGATED AREA \/ ,. .· ..... " ·-. "--- "--- "--- V :,u /)/ )\/' ,(' "/ A/ .JV N [ ~ I ENLARGEMENT 'A' SCALE: 1/8"=1 '-0" ~~ PLAN NORTH NORTH 20· 10· o 20' 40' -- BRISTOL STREET NORTH APPROX. LOCATION OF SOIL SAMPLE #1 REFER TO SPECIFICATIONS 1 EXISTING CONCRETE MAINTENANCE ACCESS. PROTECT IN PLACE. r-w w a: r-(f) I (.) a: -Ill ENLARGEMENT A, SEE THIS SHEET. NATURAL COLORED CONCRETE PAVING, SEE DETAIL @ co 1- UJ UJ I 00 UJ UJ 00 .... 3" DEEP STABILIZED DECOMPOSED GRANITE, WITH REDWOOD HEADER, SEE DETAIL /sc\ /AR\ ------- @ EXISTING CONCRETE \ PAVING ~5' ~ ~··········.-·. I 20' ··········""". ··:~" JI .1 .1 .................... '( I, """"" -,,_ .,.,-1 1 ..... •••••••••• "° lJ. ~ = -,,,. /J' /<. , PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND I I ',7 7 1/ 7 _/ J V '¥ .. " SR 73 -CORONA DEL MAR FREEWAY ~ DENOTES QUANTITY IN GROUPING, AND SIZE, (IE: 24"=24" BOX, 5G=5 GALLON, AND 1G=1 GALLON) PLANTING NOTES: 1. 2. 3. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO PLANTING. TREE LEGEND SYMBOL 0 BOT AN IC NAME LAGERSTROEMIA FAURIEI 'BILOXI' STANDARD COMMON NAME LIGHT PINK CRAPE MYRTLE SIZE 24" BOX QTY UJ z ...J I (.) I-<( 2 REMARKS 18 9-1 O' HIGH X 3-4' WIDE PROVIDE PICTURES ,r PROPOSED CONTRETE PAD, V SEE DETAIL G~~ 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 AIN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY 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. SHRUB AND GROUNDCOVER LEGEND I EXISTING STREET CURB 60' 1-w w 0:::: I-- en I 0 0:::: -CD J TCLA, Inc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~~ □ CORPORATE OFFICE: JOSEPHA. VARDNINA.S.LA. CA#1737 279D5 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORA.r-l1E COLIJTY OFFICE: ABBRV. BOTANICAL NAME COMMON NAME SIZE APM ARCTOSTAPHYLOS 'PACIFIC MIST' PACIFIC MIST MANZANITA 5 GALLON AR ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 5 GALLON AU ARBUTUS UNEDO 'COMPACTA' STRAWBERRY BUSH 5 GALLON CG CAESALPINIA GILLIESII YELLOW BIRD OF PAIRADISE 5 GALLON CM CARISSA MACROCARPA 'GREEN CARPET' GREEN CAIRPET NATAL PLUM 5 GALLON EP ELAEAGNUS PUNGENS SILVERBERRY 5 GALLON HH HEMEROCAILLIS HYBRID 'SUN TWIST' DAYLILY 5 GALLON LNG LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GALLON MC MUHLENBERGIA CAPILLARIS 'REGAL MIST' REGAL MIST MUHLY 5 GALLON PA PEROVSKIA ATRIPLICIFOLIA 'BLUE SPIRE' RUSSIAN SAGE 5 GALLON SC SALVIA CLEVELANDII 'WINNIFRED GILMAN' CLEVELAND BLUE SAGE 5 GALLON SG SALVIA GREGGII 'RED' AUTUMN SAGE 5 GALLON XC XYLOSMA CONGESTUM 'COMPACTA' DWARF SHINEY XYLOSMA 5 GALLON MULCH 2" THICK MULCH LAYER, TYPICAL SEE SPECIFICATIONS DECOMPOSED GRANITE 3" DEEP STABILIZED SEE DETAIL 8 DECOMPOSED GRANITE, TYPICAL (1/4" MINUS) SHEET 13 NOTE: INSTALL PLANTS PER PLANTING DETAILS, DETAIL 1 & 2, SHEET 14. BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN QTY 178 206 156 173 198 95 51 65 159 134 193 64 96 33,600 SQ. FT. 6,660 SQ. FT. C-4301 ---1340 REYNOLDS AVENUE#103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 DESIGNED: DRAWN: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5982-S SCALE: 1"=20' NO. DATE DESCRIPllON OF REVISIONS HK CD CHECKED: DATE: HK 12 21 2011 SHEET 7 OF 14 l'-- 1- UJ UJ I en UJ UJ en -,.... UJ z ...J I 0 I-<( ~ 1- UJ UJ I Cl) Cl) I 1- UJ UJ en -N UJ z ...J I 0 I-<( ~ -c:c /' If' \ 3• DEEP STABILIZED BRISTOL STREET CL DECOMPOSED GRANITE, WITH NORTH ~ REDWOOD HEADER, SEE DETAIL u @ r3" DEEP STABILIZED /EP\ 0 DECOMPOSED GRANITE, WITH cri REDWOOD HEADER, SEE DETAIL ~ • @ st IN .~ " ,, ' ,• ., "Li!,, ., '' .. ~. ,, ,, ~~-...•. '' ' ' " . ... .. -~ y ... ,i; ' , ... ·..: /!. /A / A / A / n / A/ j( J( ,,, /A •/l / r ' ,, V , AO "'/A/A/ r V • •-a ''•••-•• .,,,,,,.U ' . .... :; . . ' . ''. . -.....__,,., ~ .....__, .....__,,,. ---\7 .. .. • •~--::1J.P·1t":,~ · ' .. -~ ·.•. ,.,·,,,,.,.; •,:··. ·.•,:. , .... ,..~-,! ::"\,, '' -:r./c;., •.. ,. ....... ·•· ._. .... , .... ~ .. ..-........ , • .. ,_. .. , .. ,, •. , ' ,. .. \ ,,. .... , ,. .. " -.. ' '1,_. •I ~ " .. ::'" ,, SR 73 -CORONA DEL MAR FREEWAY BRISTOL STREET NORTH /AR\ IPA\ I 68 ::I ~ '- ,,,.,,.' '. / V / V ., ·~·-., " /I\ / It / a: ~ u q m ;, IN ' .. / Iv' J<. _,,,, ', T / ,,,Y 3• DEEP STABILIZED DECOMPOSED GRANITE, WITH REDWOOD HEADER, SEE DETAIL @ @ G 0:, 1- UJ UJ I Cl) 1- UJ UJ I en en I 1- UJ UJ en N UJ z ...J I 0 I-<( ~ (( .................................... ,-:. ..................... ,;··· ......... . ................................... .............................. ... , ....... ,•· ................................... ,', ,',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',',"""'"'""""'"'"'"'"'"""""""'"'""""'"' ,.•,•t,•:,•,•,•:,'.".'.".',',W,W.'.'.',.',','•'•'•'•'•'•'t,'.",',",',",'.".'.".',',W,W.'.'U.',','•'•'•'•'•'•'t,'.",',",',",'.".'.".',',W,W.'.'U.',",','•'•'•'•'",'.",',",' ,'"'"'"""""""""""'"'"'"'"'"'"""""""""""'"'"'"'"'"'""""""' \ UJ UJ Cl) V SR 73 - ~~ PLAN NORTH NORTH 20· 10· o 20' 40' 60' - ----SCALE: 1"=20' V ~ N /A./11"JV ~ - CORONA DEL MAR FREEWAY TCLA,Inc. ::ta~::::,._□ CORPORATE OFFICE: JOSEPHA. VAR:JNINA.S.L.A. CM1737 27905 SMYTH DRIVE, VALEJ\CIA, CALIFORNIA 91355 (PH) B61-702-1011 (FX) 881-702-0293 ■ ORANGE COU\ITY OFFICE: 1340 REYOOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 NO. ; " / v, V/ M J( A DA1E "' y XI /V / '.A y, y ' ·-#-.. y V y V • /A -/A 7 n,,,. A/ y ~ v~ V ~-'-r V ,ti ~ X"I .., . ,ref ) 1/ [,' V > /I /A/ 1\/-----,;:7 I,/ V .,, ✓\./.I \ / (Ep\ lxc\ ~ \.2e I sGJ - DESCRIPTION OF REVISIONS N V V V /V V ,, ,f,AA / ~ ,,>:?' V I ,I' ,, /i / -1/J,,,, -, '}"7:;f ' ~ y-'£. ' +.,K V yW y Y• ~ J / / 'v, ,,. , / / J ., /A /A / '\/ / ;A X ; V /"\, / -/" v? ✓ A/ " A /}\ ' \ // ; Y'-ii / -C') UJ z ...J I 0 I-<( ~ NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES. DESIGNED: DRAl'IN: HK CD CHECKED: DA 1E: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN C-4301 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5982-S SHEET 8 OF 14 CX) 1-1-----------------------------w w I Cl) w w Cl) CV, w z ...J I (.) CONSTRUCT 30' WIDE CONCRETE DRIVE APPROACH PER CITY STD-1 60-L -A. 30' ... \ .......... ··'••f \.; •• --=:: ·,.• .. •: .•1o ".-r,,.i"'·· ·"'ti;~~"M_'M', ~ 'i•:1::.-·.-~.:: ~ '\.,•·-~~,~-:-A;."''I:· 6u w 1 • ', ~-' • ., : • -~-•• • 0 ee~ PLAN NORTH NORTH 20· 10· o 20' 40' -- 0 0 ai ':.i-260' N 60' ---SCALE: 1"=20' APPROX. LOCATION OF SOIL SAMPLE #2 REFER TO SPECIFICATIONS 3" DEEP STABILIZED DECOMPOSED GRANITE, WITH REDWOOD HEADER, SEE DETAIL @ BRISTOL STREET NORTH 77' 3" DEEP STABILIZED DECOMPOSED GRANITE, WITH REDWOOD HEADER, CENTER ON EXISTING GATE, SEE DETAIL ~~~ 30' SR 73 -CORONA DEL MAR FREEWAY TCLA,Inc. 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. ANY 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 SHIALL 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. 5. THE CONTRACTOR SHIALL 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 SHIALL 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 TIHE ENGINEER. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 9. ALL HEMEROCALLIS PLANTS SHALL BE PURCHASED FROM DESIGNED II NURSERY (760) 286-2641. 10. ALL SHRUBS SHALL BE PURCHASED FROM DESIGNED II (760) 2B6-2641 OR MOUNTAIN STATES NURSERY (BOO) 840-B509 UNLESS OTIHERWISE APPROVED BY ENGINEER. 11. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. 12. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE HEADER BOARD. NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES. 0iir-<"'~:,.. □ 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 ■ ORANGE COUt-lTY OFFICE: 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 941}-250-1615 (FX) 949-2.50-1801 NO. DATE DESCRIPTION OF REVISIONS CONSTRUCT 30' WIDE CONCRETE DRIVE APPROACH PER CllY STD-160-L-A. 0 ..... 1-w w I Cl) w w Cl) - "<;I" w z .................................................................................................................................................................................................................. ............................................................................................................................ .. ...................................................... ...J PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND W DENOTES QUANTITY IN GROUPING, AND SIZE, (IE: 24"=24" BOX, 5G=5 GALLON, AND 1 G=1 GALLON) I (.) ~ ::i: TREE LEGEND SYMBOL BOT AN IC NAME COMMON NAME SIZE QTY REMARKS 0 LAGERSTROEMIA FAURIEI 'BILOXI' STANDARD LIGHT Pl N K CRAPE MYRTLE 24" BOX 18 9-1 O' HIGH X 3-4' WIDE PROVIDE PICTURES SHRUB AND GROUNDCOVER LEGEND ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY APM ARCTOSTAPHYLOS 'PACIFIC MIST' PACIFIC MIST MANZANITA 5 GALLON 178 AR ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 5 GALLON 206 AU ARBUTUS UNEDO 'COMPACTA' STRAWBERRY BUSH 5 GALLON 156 CG CAESALPINIA GILLIESII YELLOW BIRD OF PARADISE 5 GALLON 173 CM CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM 5 GALLON 19B EP ELAEAGNUS PUNGENS SILVER BERRY 5 GALLON 95 HH HEMEROCALLIS HYBRID 'SUN TWIST' DAYLILY 5 GALLON 51 LNG LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GALLON 65 MC MUHLENBERGIA CAPILLARIS 'REGAL MIST' REGAL MIST MUHLY 5 GALLON 159 PA PEROVSKIA ATRIPLICIFOLIA 'BLUE SPIRE' RUSSIAN SAGE 5 GALLON 134 SC SALVIA CLEVELANDII 'WINNIFRED GILMAN' CLEVELAND BLUE SAGE 5 GALLON 193 SG SALVIA GREGGII 'RED' AUTUMN SAGE 5 GALLON 64 XC XYLOSMA CONGESTUM 'COMPACTA' DWARF SHINEY XYLOSMA 5 GALLON 96 ~ MULCH 2" THICK MULCH LAYER, TYPICAL SEE 33,600 SPECIFICATIONS SQ, FT. DECOMPOSED GRANITE 3" DEEP STABILIZED SEE DETAIL B DECOMPOSED GRANITE, TYPICAL 6,660 (1 /4" MINUS) SHEET 13 SQ, FT. NOTE: INSTALL PLANTS PER PLANTING DETAILS, DETAIL 1 & 2, SHEET 14. DESIGNED: DRA'Ml: HK CD CHECKED: DA TE: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN C-4301 CITY OF NEWPORT BEACH R-5982-S PUBLIC WORKS DEPARTMENT SHEET 9 OF 14 a. 3" DEEP STABILIZED 1'= DECOMPOSED GRANITE, WITH a. 1'= r 3" DEEP STABILIZED DECOMPOSED GRANITE, WITH REDWOOD HEADER, SEE DETAIL BRISTOL STREET NORTH APPROX. LOCATION OF SOIL SAMPLE #3 REFER TO SPECIFICATIONS [ CONSTRUCT 30' WIDE CONCRETE DRIVE APPROACH PER CllY STD-160-L-A. 0 ci ai REDWOOD HEADER, SEE DETAIL @ m /APM\ /sc\ ~ \35 1!/J/ ~ ;;,' 0 ci (Il I w MM\ ~ ~3/ W/ V5G ..................................................................... · .................................................... ~ ..... . w V J. X _::t.i:; y ·~ y,.. ti ""V' A w " \.,p. --, '7"1-1" -7" 'I\ V en ____fl / -/ \I '/ V/ ',ff 'V / .,,( ,r/ 7°7v / 1x '!'-/, / A / / IV ./\. /F' / .J\ / / IV ~ ~ z /AU\/XC' ~ ~I~ u I-<( ~ ~6J PLAN NORTH NORTH 20· 10· o 20' 40' -- /CG\ 60' ---SCALE: 1 "aa20' ' /LNG', /,\PM\ ~,~ -30' SR 73-CORONA DEL MAR FREEWAY TCLA,Inc. 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 lYPICAL 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 lYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY 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 ACCEPTABILllY 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 lYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE ENGINEER. 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 SIXlY (60) DAY PLANT ESTABLISHMENT PERIOD AND A THIRlY (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 IN FORMATION. 9. ALL HEMEROCALLIS PLANTS SHALL BE PURCHASED FROM DESIGNED II NURSERY (7 60) 286-2 641. 10. ALL SHRUBS SHALL BE PURCHASED FROM DESIGNED II (760) 286-2641 OR MOUNTAIN STATES NURSERY (800) 840-8509 UNLESS OTHERWISE APPROVED BY ENGINEER. 11. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. 12. ALL SHRUBS AND/OR SUCCULENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE HEADER BOARD. NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES. ~jl'1!"'~,,._ □ CORPORAlE OFFICE: JOSEPH A. VAOONIN 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 AVENJE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 NO. DATE DESCRIPTION OF REVISIONS /Mc\ /,\PM\ /sc\ (CM\ • v ~ l5' "' ~ ~~ ~ \ J "'-.,.... PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND W DENOTES QUANTllY IN GROUPING, AND SIZE, (IE: 24"=24" BOX, 5G=5 GALLON, AND 1 G=1 GALLON) TREE LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS 0 LAGERSTROEMIA FAURIEI 'BILOXI' STANDARD LIGHT PINK CRAPE MYRTLE 24" BOX 18 9-10' HIGH X 3-4' WIDE PROVIDE PICTURES SHRUB AND GROUNDCOVER LEGEND ABBRV. BOTANICAL NAME APM ARCTOSTAPHYLOS 'PACIFIC MIST' AR ACACIA REDOLENS 'DESERT CARPET' AU ARBUTUS UNEDO 'COMPACTA' CG CAESALPINIA GILLIESII CM CARISSA MACROCARPA 'GREEN CARPET' EP ELAEAGNUS PUNGENS HH HEMEROCALLIS HYBRID 'SUN TWIST' LNG LANTANA 'NEW GOLD' MC MUHLENBERGIA CAPILLARIS 'REGAL MIST' PA PEROVSKIA ATRIPLICIFOLIA 'BLUE SPIRE' SC SALVIA CLEVELANDII 'WINNIFRED GILMAN' SG SALVIA GREGGII 'RED' XC XYLOSMA CONGESTUM 'COMPACTA' ~ MULCH DECOMPOSED GRANITE COMMON NAME PACIFIC MIST MANZANITA PROSTRATE ACACIA STRAWBERRY BUSH YELLOW BIRD OF PARADISE GREEN CARPET NATAL PLUM SILVERBERRY DAYLILY NEW GOLD LANTANA REGAL MIST MUHLY RUSSIAN SAGE CLEVELAND BLUE SAGE AUTUMN SAGE DWARF SHINEY XYLOSMA 2" THICK MULCH LAYER, lYPICAL 3" DEEP STABILIZED DECOMPOSED GRANITE, TYPICAL (1/4" MINUS) SIZE QTY 5 GALLON 178 5 GALLON 206 5 GALLON 156 5 GALLON 173 5 GALLON 198 5 GALLON 95 5 GALLON 51 5 GALLON 65 5 GALLON 159 5 GALLON 134 5 GALLON 193 5 GALLON 64 5 GALLON 96 SEE 33,600 SPECIFICATIONS SQ. FT. SEE DETAIL 8 6,660 SHEET 13 SQ. FT. NOTE: INSTALL PLANTS PER PLANTING DETAILS, DETAIL 1 Ile 2, SHEET 14. DESIGNED: DRAWN: HK CD CHECKED: DATE: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN C-4301 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5982-S SHEET 1 Q OF 14 0 T"" I-UJI-------------- UJ I Cl) UJ UJ Cl) L!') UJ z [ij UJ I Cl) Cl) I 1- UJ UJ Cl) -(0 UJ z ....I I u I-<( ~ BRISTOL STREET NORTH EXISTING SIDEWALK EXISTING C.L. FENCE LINE ~EXI ING CALTRANS PLA ING AREA SR 73 -CORONA DEL MAR FREEWAY 1-w w 0:: 1-(f) w w > 3 0~ 0 ti -------------------------------------------------------l[ij ~---------~ APPROX. LOCATION OF SOIL UJ SAMPLE #4 REFER TO ~ SPECIFICATIONS '"' u, BRISTOL STREET NORTH 0 <( 0 0:: w~ wo 0:: ! oo (l'.l I- ~ ~ <( --, ~~ PLAN NORTH NORTH 20· 10· o 20' 40' --60' ---SCALE: 1"aa2Q' ' SR 73 -CORONA DEL MAR FREEWAY TCLA, Inc. PLANTING NOTES: 1. ALL WORK SHAUL 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. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TD 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. 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 QUANilllES. 8. CONTRACTOR SHALL LAYOUT AUL 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 PLANTS SHALL BE PURCHASED FROM DESIGNED II NURSERY (760) 286-2641. 10. ALL SHRUBS SHALL BE PURCHASED FROM DESIGNED II (760) 286-2641 OR MOUNTAIN STATES NURSERY (800) 840-8509 UNLESS OTHERWISE APPROVED BY ENGINEER. 11. ALL SHRUBS OF ANY SPECIES SHALL ALL BE PURCHASED FROM ONE NURSERY TO AVOID DIFFERING VARIETY MIXES. 12. ALL SHRUBS AND/OR SUCCUUENT PLANTS SHALL BE PLANTED NO CLOSER THAN 24" TO THE HEADER BOARD. NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING UTILITIES. l[:lil!Jl"'~,._ □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUNTY OFFICE: ~L 1340 REYNOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 Y°~• (PH) 941)..250-1615 (FX) 949..2:50-1801 NO. DATE DESCRIPTION OF REVISIONS PLANTING LEGEND: ~ DENOTES PLANT MATERIAL, SEE LEGEND W DENOTES QUANTITY IN GROUPING, ANO SIZE, (IE: 24"=24" BOX, 5G=5 GALLON, ANO 1G=1 GALLON) TREE LEGEND SYMBOL BOT AN IC NAME COMMON NAME SIZE QTY REMARKS 0 LAGERSTROEMIA FAURIEI LIGHT PINK CRAPE MYRTLE 24" BOX 18 9-10' HIGH X 3-4' WIDE 'BILOXI' STANDARD PROVIDE PICTURES SHRUB AND GROUNDCOVER LEGEND ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY APM ARCTOSTAPHYLOS 'PACIFIC MIST' PACIFIC MIST MANZANITA 5 GALLON 178 AR ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 5 GALLON 206 AU ARBUTUS UNEDO 'COMPACTA' STRAWBERRY BUSH 5 GALLON 156 CG CAESALPINIA GILLIESII YELLOW BIRD DF PARADISE 5 GALLON 173 CM CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM 5 GALLON 198 EP ELAEAGNUS PUNGENS SILVERBERRY 5 GALLON 95 HH HEMEROCALLIS HYBRID 'SUN TWIST' DAYLILY 5 GALLON 51 LNG LANTANA 'NEW GOLD' NEW GOLD LANTANA 5 GALLON 65 MC MUHLENBERGIA CAPILILARIS 'REGAL MIST' REGAL MIST MUHLY 5 GALLON 159 PA PEROVSKIA ATRIPLICIFOLIA 'BLUE SPIRE' RUSSIAN SAGE 5 GALLON 134 SC SALVIA CLEVELANDII 'WINNIFRED GILMAN' CLEVELAND BLUE SAGE 5 GALLON 193 SG SALVIA GREGGII 'RED' AUTUMN SAGE 5 GALLON 64 XC XYLOSMA CONGESTUM 'COMPACTA' DWARF SHINEY XYLOSMA 5 GALLON 96 ~ 2" THICK MULCH LAYER, TYPICAL SEE 33,600 MULCH SPECIFICATIONS SQ. FT. 3" DEEP STABILIZED 'i' • •• •~ .. 'i 'I• SEE DETAIL 8 ~: ~:.--· :-1.~·-: i::.;\ DECOMPOSED GRANITE DECOMPOSED GRANITE, TYPICAL 6,660 ',t• ,1•,•, •• ·•-:. 'I ...... SHEET 13 SQ. FT. : • \ .. ~:1'~.,.r ..... f11~ (1 /4" MINUS) NOTE: INSTALL PLANTS PER PLANTING DETAILS, DETAIL 1 & 2, SHEET 14. DESIGNED: DRAv.N: HK CD CHECKED: DATE: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE PLANTING PLAN C-4301 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5982-S SHEET 11 OF 14 7 8 ~------CARSON INDUSTRIES PURPLE 10" ROUND VAf..VE BOX #910-10-4 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. ~--FINISH GRADE EXTENSIONS AS REQ'D. ,,,..--BRASS BAf..L VAf..VE PVC SCH 80 MALE ADAPTER PROVIDE 1 "-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. !+'-TT ~--B" MINIMUM LAYER OF PEA GRAVEL BALL VALVE DETAIL RED BRICK TYPICAf.., 4 REQUIRED NOTE: HEAT BRAND "BV" ON COVER IN 2" TALL LETTERS, TYPICAL NOTE: LOCATE WITHIN 12" FROM CURBS. .---FINISH GRADE SCALE: NTS ,,---CARSON INDUSTRIES PURPLE 10" ROUND VALVE BOX #910-10-4 WfTH LOCKABLE LID. 2• ABOVE FINISH GRADE. ,,,---QUICK COUPLING VALVE WITH PURPLE RUBBER CAP !,..-----RED BRICK, (4 REQUIRED) ,,,---1 CUBIC FOOT OF PEA GRAVEL ,,.---BRASS NIPPLE ,.,.---BRASS 90 DEGREE STREET ELL ./'"""--BRASS 90 DEGREE STREET ELL ~--6" BRASS NIPPLE r---MAINLINE PIPING AND FITTING NOTE: HEAT BRAND ·oc· ON COVER IN 2" TALL LETTERS, TYPICAL QUICK COUPLER DETAIL SCALE: NTS 5 6 - ~m1111 I -I II 1 -1 11 NOTE: PROVIDE 24" LONG EXPANSION CURLS : :_-:•·~"--CARSON INDUSTRIES, PURPLE 12" RECTAGULAR VALVE BOX #1419-12-4 WITH LOCKABLE LID. 2" ABOVE FINSH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS TO IRRIGATION SYSTEM VALVES REMOTE CONTROL MASTER VALVE WITH PURPLE HANDLE. PRESSURE MAINLINE VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. RED BRICK TYPICAL, 4 REQUIRED NOTE: HEAT BRAND "MV'' ON COVER IN 2 • TALL LETTERS, TYPICAL MASTER VALVE DETAIL SCALE: NTS PULL BOX DETAIL FINISH GRADE AT 1" BELOW TOP OF BOX IN TURF AREAS; 2" BELOW OF BOX IN SHRUB/GROUNDCOVER AREAS. CARSON INDUSTRIES PURPLE 10" ROUND VALVE BOX #910-10-4 WfTH LOCKABLE LID. 2" ABOVE FINISH GRADE. 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 COVIER IN 2" TALL LETTERS, TYPICAL TCLA, Inc. SCALE: NTS ~~~,,_ □ CORPORATE OFFICE: JOSEPHA. VARONINA.S.L.A. CA#1737 27905 SMYTH DRIVE, VALE~IA, CALIFORNIA 91355 (PH] 661-702-1011 (FX) 661-702-0293 ■ ORANGE COUIITY OFFICE: 1340 REYOOLDS AVENUE #103, IRVINE, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250,..1801 3 4 NO. d.) BRASS l'l'fE STRAINER WbO MESH SC-REEN SAc.KFLOH PRl:VENTER UNIT HITH 2 -BRASS BALL VALVES r _-_-_-_-_-_-_-_-_-_-_-_-....,-~-r-_-_-_-7-~7 _-' _-_--:-7'-'-7' _~ _-_-_-_--,---, BRASS '10 DE6REE ELLS ' l'YPlc.AL r :z PLU6 X ~ ,r1==,,e,= BRASS UNION BRASS NIPPLES TYPIGAL STAINLESS STEEL ENGLOSURE, SEE PLAN LE6END 4" GONGRl:TI: PAD SLOPE TO DRAIN FINISH 6RADE 2" ElELOHPAD SS GOUPLIN6 ,.\L!~ PVG ADAPTER ND PIPE TO INKLERS ~-TO POINT OF CONNEGTION ADAPT A5 NEGESSARY, ALL HORK SHALL GONFORM TO ALL APPLIGABLE GODE5 RP BACKFLOW PREVENTER SCALE: NTS ~----MAINLINE PIPING, SIZE PER LEGEND CARSON INDUSTRIES PURPLE 10" ROUND PLASTIC VALVE BOX #910-10-4 WITH LOCKABLE LID AND EXTENSIONS AS NECESSARY. TOP OF BOX 2" ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER AREAS. .,--WIRE CONNECTORS, 3-M 3570 OR EQUIVALENT FLOW SENSOR AS REFERENCED IN IRRIGATION LEGEND FINISH GRADE STRIP SHIELD BRAID BACK 2" FROM END OF CABLE REA PE-89 COMMUNICATION CABLE, WITH 30" MIN. EXPANSION LOOP -SEE MANUFACTURERS SPECIFICATIONS FOR DETAIL. PROVIDE IN 1" PVC SCH-BO CONDUIT PIPING, THESE TWO SECTIONS ONLY, TO BE SAME SIZE AS FLOW SENSOR 6" MINIMUM LAYER OF PEA GRAVEL MAINLINE PIPING, SIZE PER LEGEND r.!..f!:m"~COMMON BRICK (4 REQ'D) ALLOW MINIMUM DISTANCE OF 10X FLOW SENSOR SIZE FROM NEAREST UPSTREAM VAf..VE, FITTING, OR REDUCING COUPLER FROM EDGE OF FLOW SENSOR ALLOW MINIMUM DISTANCE OF 5X FLOW SENSOR SIZE FROM NEAREST DOWNSTREAM VALVE, FITTING OR ------------REDUCING COUPLER FROM EDGE OF FLOW SENSOR REFER TO MANUFACTURERS INSTALLATION RECOMMENDATIONS FOR FURTHER DIRECTION FLOW SENSOR DETAIL SCALE: NTS DATE DESCRIPTION OF RE\o1SIONS 1 Evolution DX2 stainless steel "1111n1ing Pad-- 28"x2a--X s· minimum az11 concrine ,•d w • ben,,d edges Pedestal Mounting .5" MCIUl'IIW'!i T1mplale prowPdail btea$Y inel1Uation Bolt Ho~•-8llinllu: l'lNI MirdWQte fi■ndard wlm 1tnd'8ur1 Vv.<3 PEVIOB 15' llom D■■aiption A.B 2"' conduit-11:ation wirin1 C 1 • ewlduil -c:omnsnicaln 0 AC. 0DW1r conm.Jil E 1 "-condl.i• -891'180, '\tliril'IG F &tethiil an1W1111 Cl Grouuling nid Bolt and Conduit Template AUTOMATIC CONTROLLER VANDAL-RESISTANT ENCLOSURE (PEDESTAL MOUNTED) POWER SWITCH 120 VDLT POWER WIRES IN CONDUIT, INST/\J...L PER ALL APPLICABLE CODES CONClsETE BASE FINISH GRADE ~ =m ,. 120 VAC CONNECTION AUTOMATIC CONTROLLER 30' +I-QUAIL STREET EXISTING NON-METERED STREET LIGHT SERVICE. REPLACE WITH NEW MYERS METERED CABINET #MEUG20X-MlOOC/SS PER CITY OF NEWPORT BEACH STANDARD DETAIL STD-206L, PULL A BLACK AND WHITE 120 VAC WIRE #10 CU STRANDED (THWN), FROM THIS LOCATION THROUGH ALL PULL BOXES TD NEW PULL BOX ACROSS STREET AND THEN TD NEW IRRIGATI□ N CONTROLLER. ANY WIRES SPLICED MUST MEET CITY OF NEWPORT BEACH STD-205-L. (FDR 120 VOLT CIRCUITS) EXISTING WIRE~ CONDUIT, I .!_ + 0 (D If) tu w 0::: t; w (..) :::i 0::: n. en SCALE: NTS PULL BOX NEAR STREET LIGHT STANDARD 114416, ANY WIRES SPLICED MUST MEET CITY OF NEWPORT BEACH STD-205-L (FDR 120 VOLT CIRCUITS) II EXISTING STREET LIGHT PULL BOX. ANY IJIRES SPLICED MUST MEET CITY OF NEWPORT BEACH STD-205-L. (FDR 120 VOLT CIRCUITS) 2 EXISTING STREET LIGHT JACK AND BORE ALL SLEEVES AS"-. ! I DIRECTED BY THE ENGINEER '{I UNDER STREETS AND HARDSCAPE, 11 TYPICAL Wl-1/4" AUTOMATIC CONTROLLER,-~ 11 LOCATE PER ENGINEER 11 WATER METER PLANTING AREA 11 11 INSTALL NEIJ #12 GR N SOLID FROM THIS PULL---~ LDCA TIDN WHERE EXISTING GR□UNDWIRE STOPS, TD THE CONTROLLER LOCATION. BRISTOL STREET NORTH CONNECT NEW 120 VAC WIRES FROM ACROSS STREET TD PULL BOX, THEN TD AUTOMATIC IRRIGATION CONTROLLER. 0 PLANTING AREA CL FENCE LINE "-.EXISTING CAL TRANS--. PLANTING AREA ' ELECTRIC CONDUIT LOCATION DETAIL SCALE: NTS BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS C-4301 LANDSCAPE CONSTRUCTION DETAILS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5982-S HK CD CHECKED: DATE: HK 12 21 2011 PUBLIC WORKS DEPARTMENT SHEET 12 OF 14 7 8 6" ,,,..---POP-UP SPRAY HEAD WITH PURPLE RUBBER CAP, 1" ABOVE FINISH GRADE ------8" MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREET ELL '---PVC LATERAL LINE AND FITTING POP-UP SPRAY HEAD DETAIL SCALE: NTS ~----------OTHER EDGE OF D.G. TO HAVE MATCHING HEADER, OR D.G. WILL BE ADJACENT TO CONCRETE OR OTHER FINISH SURFACE. SEE PLAN. ~-------3" LAYER DECOMPOSED GRANITE 45° ANGLE PAVING. SEE PLAN FOR LAYOUT. SEE NOTES BELOW FOR TYPE AND INSTALLATION PROCEDURE. ~-MULCH LAYER PER PLAN FINISH GRADE CONTINUOUS 2"x4" S4S REDWOOD HEADER OR 3-1/2"x4" LAMINATIONS ON CURVES ----2"x18" S4S REDWOOD STAKE @ 4' O.C., POINTED AT ONE END. DOUBLE STAKE AT ALL SPLICES. 1. ALL DECOMPOSED GRANITE SHALL BE 1/4" MINUS, COLOR TO BE SELECTED BY THE ENGINEER. SUBMIT SAMPLES FOR APPROVAL. 2. "STABILIZER" BINDER SHALL BE INCORPORATED THOROUGHLY WITH ALL D.G. AT A RATE OF 10 POUNDS PER TON OF D.G. OR AS RECOMMENDED IN WRITING BY MANUFACTURER FOR APPROVAL. 3. "D.G." & "STABILIZER" SHALL BE INSTALLED IN ONE APPLICATION, DRY, PRE-MIXED AT SUPPLIER OF D.G. & THEN WATERED, THEN ROLLED/COMPACTED TO A MIN. 95% COMPACTION. 4. PROVIDE SAMPLE OF D.G. (AS IT WILL BE MIXED WITH "STABILIZER") FOR APPROVAL FROM THE ENGINEER PRIOR TO PURCHASE & INSTALLATION. 5. HEADER EDGINGS AS DETAILED ABOVE SHALL BE INSTALLED AT ALL EDGES OF D.G. PAVING EXCEPT AT CURBS, ASPHALT, CONCRETE PAVING, OTHER HARDSCAPES ETC. 6. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THE PURCHASE RECIEPT FROM THE DECOMPOSED GRANITE SUPPLIER, DENOTING "STABILIZED" DECOMPOSED GRANITE WAS PROVIDED AND THE RATE OF STABILIZER ADDED PER TON OF DECOMPOSED GRANITE. 7. THE SURFACE OF THE D.G. SHALL BE SMOOTH HAVING NO HOLES, SOFT SPOTS OR SLUFFING AT THE EDGES, IT SHOULD BE A HARD SURFACE AND CONSISTENT THROUGHOUT THE PDUR TO THE CITY'S SATISFACTION. TYPICAL DECOMPOSED GRANITE, (DG) PAVING SCALE: NTS 6 PAVING MATERIAL BASE MATERIAL COMPACTED SUBGRADE ,,--WATER MAINLINE AND/OR WIRE BUNDLE WITHIN THE SLEEVE. SEE PLAN FOR PIPE SLEEVE SIZE AND LOCATION. I /t}_::-----PVC SLEEVE, BORED UNDER HARDSCAPE SURFACE. REFER TO TTT~~~ PLAN FOR PIPE SIZE AND LOCATION. SLEEVING DETAILS SCALE: NTS TCLA,Inc. ~~=, ... □ CORl'ORATE OFFICE: JOSEPH A. VARCNIN A.S.L.A. CA#1737 27005 SMYTH DRIVE, VALENCIA. CALIFORNIA 91355 ' (PH) 661-702-1011 (FX) 661-702-0200: ■ ORANGE COUNTY OFFICE: 1340 REYNOLDS AVEM.JE #1(}3, IRVINE, CALIFORNIA 92614 (PH) 949-25o-1615 (FX) 946"15o-1801 3 4 NO. DATE BUBBLER DETAIL BERM INSIDE 4'-0" MIN. THREADED BUBBLER PER IRRIGATION LEGEND, FLUSH WITH MULCH 1" MULCH LAYER PER PLANTING NOTES EARTH BASIN PER PLANTING DETAILS ULCH LAYER PER PLAN ,: .:,:· .:FINISH GRADE •• I•'•• ' PLANT PIT SHRUB ROOTBALL 1 /2" PVC SCHEDULE 80 RISER PVC 90 DEGREE STREET ELL MARLEX 90 DEGREE STREET ELL PVC LATERAL FITTING LATERAL LINE AT 12" BELOW FINISH GRADE. LOCATE TEE OR ELL FLUSH TO EDGE OF PLANT PIT SCALE: NTS ,--.,_IRRIGATION LATERAL LINE, SEE PLAN BUBBLER PER LEGEND ON SCH. 80 RISER (QUANTITY PER LEGEND) AT EDGE OF BASIN Jtj_~-;r-2" HIGH EARTH WATERING BASIN -, / I PLANT ROOT BALL, SEE PLAN ~PLANT BUBBLER DETAIL -PLAN VIEW SCALE: NTS DESCRIPTION OF REVISIONS ~-LATERAL LINE TO VALVES ,---SCH 80 PVC MALE ADAPTER ~-CARSON INDUSTRIES PURPLE 12" RECTAGULAR VALVE BOX # 1419-12-4 WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. PROVIDE EXTENSIONS AS REQ'D . WATERPROOF WIRE CONNECTORS J~fe"-PROVIDE 24" LONG EXPANSION CURLS __ _J/n'j-y-UNION REMOTE CONTROL VALVE WITH PURPLE HANDLE PVC SCHEDULE 80 NIPPLES TYP. = PVC TXT 9D DEGREE ELL ~brn:.;:::lt:~I --PVC SCHEDULE 80 NIPPLE r RISER ~i==j__ __ 6" MINIMUM LAYER OF PEA GRAVEL ---RED BRICK TYPICAL. 4 REQUIRED --ii----PRESSURE MAINLINE SXSXT FITTING -....:---00----COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LETTERS, TYPICAL 1 REMOTE CONTROL VALVE SCALE: NTS _ffi I 111 -II I 6" MAX. ,,------FINISH GRADE ----FACE OF EXISTING FENCE ,,,----PVC 90 DEGREE STREET ELL ,,,-----MARLEX 90 DEGREE STREET ELL 2 STANDARD RISER HEAD DETAIL SCALE: NTS C-4301 DESIGNED: DRAWN: HK CD CHECKED: DA lE: HK 12 21 2011 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION DETAILS CITY OF NEWPORT BEACH R-5982-S PUBLIC WORKS DEPARTMENT SHEET 1 3 OF 14 5 6 7 * LEGEND 1. NON-PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAINLINE PIPING FOR RECYCLED WATER. 3. PRESSURE MAINLINE PIPING FOR POTABLE WATER, IF ANY. 4. CONTROL WIRE-BUNDLE AND TAPE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAINLINE. 5. PROVIDE CLEAN BACKFILL 2• UNDER AND 4" AROUND PIPE. 6. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. 7. FINISH GRADE. 8. PROVIDE A MINIMUM SEPARATION OF 1 0 FEET BETWEEN POTABLE 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 J" AND LARGER. 18" FOR PIPE SIZES 2 1 /2" AND SMALLER. CROSS CONNECTION DETAIL I <t-i rr .. ~ . .. . . ij. -·~. .. . . .. :.\ .... :··:>:-~~ -.,.._ .. ·:;,,.·---...1 ... "' i;'.j cs" ;~ .. • -~ . ' . " . . • ,', ~Ct:: ~~ "' • . . '" "<~ -.. -. s~ ,.- • P.C.C. APPRDACH c.; ~ . ~ . "' ., "' .,~" "--'i::=l • ~.j :;,, ~ ~;x x~ '" ~ • "' " 31 I . .. '-wrr£R . f • J L I I R[HDV[ ANE R[PLAC£ < f-l L CURE UN£ IF 5' fJR LESS !TYPJ EXISTING JD/Nf CRACK, DR BREAK PLAN CURB DPfiVING FUR 8'C.F. 4' APPRDArH BOTTUM 'V' 4' FilR 6'C.F. s MIN 24' MAX 35 3' X X 1 mP nr CURB • \ l=1ti '--GUTrER I[_ ELEVATION 2' DR MATCH [X!ST, .SllJDl~LK ~[ VARIES VARIABLE Sl!)['w'~Lk 1-- 4' MIN. l ' 1' r-AC 4BQV£ GUTT[R 3/8' 27. HAX. I · I MIN. 1/2' I WZ X ,j .:: (."-· _:i :'.-·: ::",~-' . .,·.·:::,., ..... _. . ·_;_:_-.:: •. -. :ot ~ ... ·,· ·· 1 //: /:_.::\-.~_:.:-:··; :;._'.::-_ .": :::-.· ,,;_A•_-·.:•;.!, .• _·;_,. __ .'; • .. I ~ ... -. si@, cl&, I I:, . ·. ' . ·,. -~ = ;tf1 -L' 4' CA.B. L 6' THICK L [XIST. A~ 1' 'r/IIJ£ Br J' I!ffP PC.C. .4C PA TCH BACK SECTION A-A NDT£S, 1. W~N R[MDVING fX/SrlNG SJJJ£WALK, CURB ANiJ GUTTER, SAVCUT AN.!) R£MIJVE TU N£11R£ST £XISTTNG J[JfNT WITHIU 5 FffT 8£WNJJ DP£NING 2. SLOPED 'X~ AREAS ANIJ SLUPE DRIV[VA YS SHALL HA VE A CUARS£ Hf?OOM FINISH. 3. CONCRETE SHALL 8£ 560-C-325ll. ~ CITY OF NEWPORT BEACH Al'PROVED: ~ PUBLIC WORKS DEPARTMJ.NT COMMERCIAL DRIVEWAY RC6 NO. 3H06 "1'ffllLlC WORKS DIRECl01 Drnwn: M..Cmeia I S~Rle:N.T.S. DBJe: 20 Sep. 1993 I F~STD"I SCALE: NTS APPROACH TYPE I STD-160-L-A DRAWINGNO. CONCRETE DRIVE-UP MAINTENANCE ACCESS SCALE: NTS ' TCLA, Inc. ~~=~ 0 CORPORATE OFFICE: JOSEPHA. VARDNINA.S.LA. CA#1737 1!11 279D5SMYTHDRIVE, VALENCIA, CALIFORNIA 91355 (PH) 661-702-1011 (FX) 661-702-o2:93 ■ ORANGE COUNTY OFFICE, 1340 REYNOLDS AVEtf.JE #103, IRVlt-E, CALIFORNIA 92614 (PH) 949-250-1615 (FX) 949-250-1801 3 4 NO. DAlE z " n n DJ-Cl l.OC'A110H P£R 01Y ~•TM' """" V4U.t CABIHCT SIDE'l'MJt ~~~-J---L~~crJiTI PUU, EIGX. SEE'_/W STD-204-L FOR SPCCIRC:ATIONS P.CC.. 0.1M _,...,TD CCNOIJlf di 2•· OAOUMO ROD L.OCAflON POI ~= ~l,DE.W,W lli"r'DtS CMlt\Cf MootL, NO. \!£""°2QX-lii100 C/'SS '4-nt WINOOW Ne MrJm 500(£"1 rsu,N.[SS snn) I PKA.51. J mftt 120-240 ..-a._t 100 AMP ... ,.. 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I/_ vaR!ES I JD' {JR 3/8' [XPANSIDN JDINT HM[/1/lll !TYP) :t; R=-15' HJR L[][AL S lRffTS 4Nn 25' FDR AF:T[RIAL STRffTS I.N..[SS DTl-f£RVI~ SPECIFIE:ll * * ill' FUR 11fJ..ffi, JU' FOR Pl(JHll.Rr, AND 8' FOR SfCON1J4i?'I STRffTS JJNL[SS llTHfRw'JS[ SHOw'N [UNCi?U£ WALL BE 56{]-[-3250 CIJl?B ~.CCESS RAl-fP SHALL aJHPL r VffH CURR[NT ADA Rfr}IJ{REMEH1 S CURB RETURN AREA JO' TYPIC/lL 4' Mirl'* / SLOP[ 27. IIAX. r.[ ·=·. ~-,=:· :::::Z[! '--. ,...--1 4' MIN. P.C.C J LANDSCAPE PllRKVAY WlfH ST//[[T Tfl[[S R£1)1J/RED WHEN DISTANCE FRDH Cl/RB ~----TD PR[}P[RfY L/1/f EXCEEDS TYPICAL SECTION ,'[AK[N[D PLAN[ JD/NTS J-J/4' SAVEn, i/lJICK-JO/NT {)(I [QI/AL 6 Ffff IN RESIDENT/AL AREAS C/ll/CRU[ SJD[Vlli.K IN CDNMERCIAL aR[AS lilfH S TR[U fRffS. 8' 8' 8" 8' S' 8' 8' 8' 3/8' EXrnNS/flN JD/NT Ml ff RIAL PLAIIT/N6 QR CONCRETE VALK WEAKENED PLANE JOINTS & EXPANSION JOINTS CITY OF NEWPORT BEACH Al>PJWVEb: PUBLIC WORKS Dl!:PARTMf.fiT RCE NO. 36106 SIDEWALK DETAIL Drawn: MCra.ci..11 Dato:: Sop l 994 DRAWING NO. CONCRETE PAVING DETAIL DESCRIPTION OF REVISIONS o:;_-~WORICS DIRECTOR Sea.le: N.T-S. STD-180-L SCALE: NTS SCALE: 1-1/2"=1'-0" LOD6EPOLE STAKE NAIL TO STAKE PER--...._ • MANUF'S , RECOMMENDATIONS LOOSELY LOOP AROUND TREE IN 'Fl6URE 8" MANNER TREE TRl/NK 1 2 N 'GINGH-TIE' DETAIL __,.--APPROVED STREET TREE, 24' BOX MIN. THIN GANOPY TO REDUGE HIND RESISTANCE, AS NEEDED. REMOVE NURSERY STAKE IF ANY. ORIENT 11-fE TREE l'IITH SEGTION OF TRUNK SHADED BY NURSERY STAKE TO THE NORTH. --------=_::,~_2"XIO' DIAMETER LOD6EPOLE PINE .__ V.I.T. GT-::12 'GINGH-TIES' 4 PER TREE. 30" MIN. DIAME-reR BERM GAPABLE OF HOLDIN6 20 6AL. OF li'lATER. IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM GONTAINER. GAREFULL Y PLAGE IT INTO PLANTIN6 PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR OTHERl'IISE DISlURB ROOT6ALL. ___.~ 2" LAYER MULGH. HOLD AWAY FROM TRUNK. v-,7"1 ?;~~~:--== FINISH 6RADE. ~UH~~:;'JI=------NATIYE BAGKFILL SOIL. V EXGAVATE A "SOIL FLARE' 2X ROOTBALL ADJAGENT TO AND LOl'IER THAN THE ELELVATION OF THE GONTAINER. FERTILIZER TABLETS, SEE SPEGS. FOR GlUANTITY MOUND NATIVE SOIL BENEATH TREE, ASSURE THE ROOlBALL GROWN IS 2' ABOVE FINISHED €>ROUND. UNDISTURBED NATIVE SOIL I. PLANT 50' MIN. FROM BGR ON THE APPROAGH TO AN INTERSECTION AND 15' FROM THE EGR ON THE EXIST SIDE AS APPLICABLE. 2. PLANT 10' MIN. FROM ED6E OF DRIVE APPROAGH. B. PROVIDE 10' GLEARANGE FROM UTILITY AND SEl'IER LINES. 4. PLANT 20' MIN. FROM STREET Ll6HT AND POl'IER POLES. 5. Ji'IHERE THERE IS NO SIDE li'lALK, PLANT TREE IN THE GENTER OF PAR~Y. 6. PLANT TREE 3' MIN. FROM GURB. TREE PLANTING DETAIL PLANT 2• EARTH WATERING BASIN, ROOT BALL -TOP SHALL BE 1" HIGHER THAN FINISH GRADE. SCALE: NTS BACKFILL -AMEND ONLY PER SOILS REPORT FOR TREES AND SHRUBS. . ,_ ,_ 2X RDOTBALL DIAMITER MULCH LAYER PER PLAN (1" THICK MAX OVER ROOTBALL). FINISH GRADE. ----PLANT TABS PER NOTE BELOW. ..---UNDISTURBED NATIVE SOIL. NOTES: 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. 2. PROVIDE & INSTALL 21 GRAM AGRIFORM TABLETS AS PER MANUFACTURERS SPECS. SHRUB PLANTING DETAIL SCALE: NTS C-4301 BRISTOL STREET NORTH LANDSCAPE IMPROVEMENTS LANDSCAPE CONSTRUCTION DETAILS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5982-S HK CD CHECKED: DA TE: HK 12 21 2011 PUBLIC WORKS DEPARTMENT SHEET 14 OF 14