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R_5751_S
:::r:: u <i: w D > D _J "' co m >-~ ·.i___-Jl-_____'.'.A~DA~MS:__----".'A V,.-.E.,_. ---t-~ z-ORANGE 0 1- (.'.) z f- ~ ~ I-5 ;f z ;2 ~ :::J D :::r:: ~ co LL 0 I- u /2 ;;; CITY OF COSTA MESA VICTORIA 19TH < f-z w u < COAST COLLEGE "' 0 "" "' w "' "" > X "' < ~ ST. ST. BAKER .,__4' ;t-,t--<I R'S ;,,. '<' ((-<Y .;; " EWPORT;,c--BAY d fE "' ~ X f-"' < u < ::a } !TY 1, OF IN E WP rr--f-!.~ AVE '1BEAC I s,'-,§' ,f' ' UN IVERS! ~ 'b ~ CITY OF IRVINE PROJECT LOCATION VICINITY MAP SCALE: 1" = 4400' SHEET INDEX DESCRIPTION SHEET NO. TITLE SHEET TYPICAL SECTIONS AND DETAILS 2 PLAN AND PROFILE 3 TRAFFIC SIGNAL MODIFICATIONS 4 SIGNING AND STRIPING 5 CROSS SECTIONS 6 I I PLANTING AND IRRIGATION 12 14 EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-~22-~133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH IUTILITIES DEPT. I COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY 1800 I 624-8153 18001 611-1911 611 (9491 644-3011 17141 962-2411 ( 714 I 542-6222 1800 I 422-4133 NIGHT 1800l 624-B153 iBOOl 611-1911 611 18001 422-4133 THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES PRIOR TO COMMENCING WORK ELDON DAVIDSON LARRY KOLBO ANGELA HARVEY MARK PALEN BOB WARTH AL OHARA TIM SCANLIN CITY SEWER AND WATER C !TY STORM ORA IN PACIFIC BELL THE GAS CO~PANY IDISTRIBUTJONI THE GAS COMPANY ( TRANSMISSION I EDISON COMCAST CABLE (949) 644-3011 I 949 l 644-3055 17141 666-5725 ( 714 l 634-3262 1714) 634-3119 (714) 895-0246 17141 338-2000 GENERAL NOTES I. ALL WORK SHALL CONFORM TO THE 1994 EDITION OF THE CITY OF NEWPORT BEACH STANDARD PLANS AND SPECIFICATIONS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 1997 EDITION (Green Book) 1992 CALIFORNIA STANDARD SPECIFICATIONS, AND CALTRANS STANDARD PLANS 2. PUBLIC AND PRIVATE UTILITIES AND THE ACCOMPANYING SUBSTRUCTURES SHOWN ON THESE PLANS ARE FROM AVAILABLE PUBLIC DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITIES AND SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS. DAMAGE TO SUCH RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 3. ALL UNDERGROUND UTILITY AND OTHER SUBSURFACE WORK SHALL BE COMPLETED PRIOR TO COMPLETING THE FINAL SURFACING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH, PUBLIC WORKS DEPARTMENT, PH. 644-331 I. forty -eight (48) hours. PRIOR TD ANY ROAD CLOSURE AND/OR DETOUR. 5. CONSTRUCTION SURVEY WORK FOR THE LINES AND GRADES FOR CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CITY OF NEWPORT BEACH ~ @ b\ [Q) W b\ W ~ rv~ ~ ~ @ W ~ QJJ ~ ~ u @ REMOVAL/ADJUSTMENT/DISPOSITION NOTES [IJSA\1CUT, REMOVE AND DISPOSE EXISTING ROAD\'/AY ANO PARK\'/AY IMPROVEMENTS TO PROPOSED BACI( (]]PROTECT AND DR REPLANT EXISTING PORTION OF LANDSCAPE. PROTECT/RELOCATE IRRIGATION SYSTEM PER CITY DIRECTION. FROM MACARTHUR BOULEVARD TO 200' WEST OF AVOCADO AVENUE OF \'/ALK, INCLUDING CURB AND GUTTER, SIDE\'/ALK, AND ALL OTHER IMPROVEMENTS, UNLESS OTHER\'/ISE NOTED FOR ADJUSTMENT AND/OR RELOCATION. W RELOCATE BY OTHERS SEE TYPICAL SHEET 2 LEGEND os +o+ __eJI_ --s-- --w-- -JRWD- ----SCE ----- -TEL- ----COM----- -SD - --1--- C-3311 ~SA\"/CUT, REMOVE AND DISPOSE EXISTING RAISED MEDIAN ISLAND, INCLUDING CURB, HARDSCAPE AND OTHER IMPROVEMENTS, UNLESS OTHERl'JISE NOTED FOR PROTECTION, ADJUSTMENT AND/DR RELOCATION, [QI SA\'/CUT, REMOVE AND DISPOSE OF EX I ST I NG SIDE\'/ALI( AND PARK\'/AY AND ALL OTHER IMPROVEMENTS UNLESS OTHERWISE NOTED FOR ADJUSTMENT AND/ OR RELOCATION ID] EXISTING CURB AND GUTTER PROTECT IN PLACE APPROVED: c;:2u) JJ DATE: _S_:.._/9_--a'.J __ _ WPROTECT IN PLACE. @]ADJUST TO GRADE [[]RELOCATE IRRIGATION BOX AND APPURTENANCES (§]RELOCATE EXISTING SIGN DIRECTOR OF PUBLIC WORKS R.C.E. 16791 APPROVED: Lu~\~ [[]RELOCATE TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL PLAN CITY ENGINEERR.C.E. 24967 SAN IT ARY SEWER MANHOLE FIRE HYDRANT WATER VALVE SEWER LINE WATER LINE IRVINE RANCH 'I/ATER DISTRICT SOUTHERN CALIFORNIA EDISON TELEPHONE LI NE COMCAST LI NE STORM DRAIN CENTERLINE PROPERTY LINE PAVEMENT RECONSTRUCTION GRASS LAWN . . CD CONSTRUCTION NOTES CONSTRUCT CURB ACCESS RAMP PER CITY STD-181-L-A AND 181-L-B (CASE El WITH MAX 10% SLOPE AND D" LIP AT GUTTER FLOW LINE. ABANDON EXISTING 2"-SERVICE AT MAIN. INSTALL 2" BRASS CAP ON CLOSED CORP. STOP. REMOVE METER BOX AND BACKFLOW AND RETURN TO OWNER. CONSTRUCT 8' PCC SIDEWALK PER CITY STD-180-L. EXTEND FIRE HYDRANT LATERAL AND RELOCATE HYDRANT PER CITY STD-500-L. LOCATION tv1AP NO SCALE G) ® ® (D ® ® CONSTRUCT TYPE A 18") CURB AND GUTTER, PER CITY STD-182-L. PLACE 0.80' A.C. DEEPLIFT OVER COMPACTED NATIVE@ 95% RELATIVE COMPACTION. LEAVE SURFACE 0,20' BELOW PROPOSED ROADWAY FINISH SURFACE. PLACE 0.20' ASPHALT (3/8 "MIX) SURFACE COURSE OVER DEEPLIFT A.C. CONSTRUCT PCC COLLAR PER CITY STD-313-L. FURNISH AND INSTALL 18" RCP (2000-Dl (SEE DETAIL-C SHEET 2). REMOVE EXISTING PORTION OF STORM DRAIN AND CONSTRUCT CURB INLET TYPE OL-A PER CITY STD-305-L (SEE DETAJL-C SHEET 2). CONSTRUCT PCC MEDIAN NOSE PER DETAIL E SHEET 2 REMOVE EXISTING PORTION OF A.C. BERM AND RECONSTRUCT A.C. BERM TO MATCH EXISTING BERM, PROPOSED TOP OF CURB AND PROPOSED GUTTER FLOW LINE. INSTALL NEW 2" WATER METER PER STD-503-L AND BACKFLOW PREVENTOR PER DETAIL D SHEET 2. EXTEND EXISTING 1-1/4" PVC STREET LIGHT CONDUIT AND INSTALL NEW #3-1/2F PULL BOX PER CITY STD-204-L AND 205-L. REPLACE EXISTING WIRES WITH NEW FROM OPPOSITE SIDE OF STREET (PULL BOX TO PULL BOX). INSTALL NEW FOUNDATION PER STD. 201-L. RELOCATE EXISTING POLE TO NEW FOUNDATION. CONTACT THE CITY ELECTRICIAN AT (949) 718-3408 PRIOR TO ANY STREET LIGHT WORK. CONSTRUCT 6.50' PARKWAY.PLANT AND IRRIGATE PER LANDSCAPE PLANS SHEETS 9 AND 10. CONSTRUCT TYPE B C6"J CURB PER CITY STD-182-L. CONSTRUCT STAMPED PATTERN CONCRETE <MATCH EXISTING PATTERN AND COLOR) CONSTRUCT "LOFFELSTEIN" RETAINING WALL CTAN COLOR) PER X-SECTION SHEETS AND MANUFACTURERS DESIGN. SPECIFICATIONS AND EVALUATION REPORT. APPLY ONE COAT OF PERMJON IRON OXIDE ONTO ALL RETAINING WALL SURFACES. CONSTRUCT TYPE A (6") CURB AND GUTTER, PER CITY STD-182-L. "' &, RICK KREUZER No. 42407 Exp. 3-31 -04 \, PREPARED BY: l{FM ENGINEERING, INC, 18 Technology Drive, Suite 165 Irvine, Callfornla 92618 Phone ( 4 I 453-7970 0 .s7rB/oc REF: TRACT 10625(5&12 OF 17) -DWG.No. R-5683-S(D-4,G-4,TS-3) -SURVEY TRACT MAP 6015 -PARCEL MAP 88-153, 83-729 R. C. E. NO. BENCH MARK: 3S 18 70 10.c.s. l ELEV.180.625' 0.45 MILES NORTHERLY ALONG MAC ARTHUR BULEVARD, FROM THE JUNCTION OF THE PACIFIC COAST HIGHWAY AND MAC ARTHUR BOULEVARD, 52.0 FEET WEST OF THE CENTERLINE OF THE BOULEVARD, 98,6 FEET NORTH OF A POWER LINE POLE 1551458EI, 6 FEET LOWER THAN THE BOULEVARD. IN A CONCRETE HEADWALL OF A 30 INCH DIAMETER CONCRETE CULVERT, SET IN THE TOP OF THE HEADWALL, 1 FOOT SOUTH OF THE NORTH END OF THE WEST HEADWALL. • APPROVAL RECOMMENDED ~/&~ UTILITIES SERVICES MANAGER R.C.E. NO. 25333 DATE ~qaJ ---"""-··---- APPROVAL RECOMMENDED el,,,aln1 ~L TRANS. & DEV.~SERVICES MANAGER R.C.E. NO, 22045 DATE 4 l~,'2boD APPROVAL RECOMIIENOEO GENERAL SERVICES DIRECTOR DATE S-I B -00 DESIGNED JL CHECKED RK DRAWN JL DATE 5-18-2000 R-5751-S SHEET 1 OF 14 i I i I ( I -- \ ' z C s:: m m JJ r::J JJ ~ z G'J I B/W PROP 8/V/ I I I I PROP R /Vi EXIST R/W ' ' I 14.50• ' EXIST R/W 72.50' 62' 58' 1 0' 1' MIN TYPICAL (t I I I I 52' I St.CTIDN C-C SECTION STA 6+95,14 NOT TO SCAl[ ~ 42' TO 52' 8+25 0 00 Exrs- R{VI ' ' ' ' ' 5.50' I B' I EX I ST 5' 62' ·" .. l<"""--•-<l_,_5--+'____,>1<-----------5-2_'_T_0_5_8_' ______________________ l>t-!~--------~5=2, _________ k,,_,':W i'M1N 1 1 ~··· TYPICAL (C I ' ' I 42' 5.sot i 8 1 52' I ' SECTION SECTION STA 8+25,00 NOT Tll SCALE TO 9+05, 35 r-TYPE "B II CURO / (SOLID NCSEJ . I ' ' I ' . I ' ' ! ' ___ / __ _ .,..-? -=., ----i: ___ _,i I -----,---i / \ ! ' ' \I ® ~ TYPE uB" CURB CONSTRUCTION NOTES ® CONSTRUCT 8' PCC SIDEWALK PER CITY STD-180-L. 0 CONSTRUCT TYPE A (B") CURB AND GUTTER, PER CITY STD-182-L. PLACE o.ao' A-c. DEEPUFT OVER COMPACTED NATJVE @ 95% RELATJVE C0l1PACTJON. LEAVE SURFACE 0.2C' BELOW PROPOSED ROADWAY FIN I SH SURF ACE. PLACE 0.20' ASPHALT (3/8 "M!Xl SU'<FACE COURSE OVER DEEPLIFT A,C, CONSTRUCT TYPE 8 I G" l CURB PER Cl TY STD-182-L. CONSTRUCT STAMPED PATTERN CONCRETE I M1'-TCH EXISTING PATTERN AND COLOR l CONST,'lUCT LOFFELSTErN RETAINING i/ALL i TAN CCLOR) PER X-SECTION SHEETS AND MANUFACTURERS DESIGN AND SPECIFICATIONS. APPLY ONE COAT OF PERM JON !RON OX IDE ONTO ALL RETA!N!NG WALL SURFACES. CONSTRUCT TYPE A (6'1) CURB f.ND GUTTER, PER CITY STD-1€2-L. EXISTING 18" RCP -~ 201, 4,; INVERT 3,.20 I .J 3 _....,_.,..l_i --CONSTRUCT PCC COLLAR ---------------' ----- PER CITY STD-313-L BACKFLOW ✓ DETAIL C ,-RELOCATE i EXISTING I FI REHYDRANT / PER STD 500-L / CONSTRUCT CURB INLET TYPE OL-A / PER CITY STD-305-L I ) I I \ I \ t9') ,i(C.50' L (VAR 38.00' TO 45,19' l I I A t1" STAMPED PATTERN '\ / ISOLIO NOSE) PROV I DE AND----\ PLACE 2 "' ): PREVENTOR I VAR 38.QO' TO 47,83' VAR 6-50 TO 3.85' SAWClJT LINE TYPICAL SECTION 8-B NOT TO SCAi.E STAMPED PATTERcl CONCRETE OVER SAND BASE (MATCH EXISTING s.-i'AMP PATTERN AND CO'.CR) '--PCC MED I At'f NOSE CONCRETE 4" SAND BEDJ [NG DETAIL E \ I r} \ SECTION A-/\ I PREPARED BY: KFM ENGINEERING, INC. 18 Technology Drive, Suite 165 Irvine, California 92618 Phone (949) 453-7970 ---,;;;:, --1-/? J--- ,..-f-r-f_ -,VZ/4--e.-s--"----P --'1 o ----,, n C-J------( '·" {) ,,._J~. DETAIL D REVIEWED l----+----+--------------1----1~ DATE 'S_(t_'f_(ti_o J.~TE I BY DESIGNED ,JI._ DRA\'ff~ JL \ C-j311 Sl.\N ~~ I GUEL DR I VE IMPROVEMENTS TYPICAL SECTION/ DETAILS CITY OF NEWPORT BEACH R--5751-S R. C. E. NO. 12107 )A TE o----~-----R-E V_!_s_: 0-N-S-----~--+-CH_E_C_K E--D_R_K__,.D_A_T_c5 ___ 1_8 ___ 0__,C PUBL l C WORKS DEP AR TMEN T SHEET 2 01' 1 4 . ~ z • 0 ' "'' . " ' D ' ·, 'fi "' " s " z !" n ~ r ll TI 2 ,. z C $ m m JJ -..c. 0 JJ ~ z G) -·----f--··· ··r-· ·--•------------.--• I ~~-----, ____ __ I r·-1 __ , __ ---:- 4 ----' --t . ------- 5 AP# 442-082-ii I AP# 442-091-02 I I I I I / I I DRIVE AVENUE. 6+23.90 (C_ SAN MIGUEL =10+00 !C. AVOCADO . . "-,.1----------: 6 ' ' L 6 ---·--~~-+ --,·-- 7 -206 -------------- ' I --·-----J. --i REMOVAL/ADJUSTMENT/DISPOSITION NOTES [I)SA\'/CUT, REtt.0\/E ANO DISPOSE EXISTING ROAD\'/AY AND PARKl'IAY Hl.PRO\IEMENTS TO PROPOSED BACK OF VIALi(, INCLUDING CURB AND GUTTER, S!DE\'/ALK, AND ALL OTHER H!.PR□\/Ef!.ENTS, UNLESS OTHER\'/1 SE NOTED FOR ADJUSH!.ENT AND/OR RELOCATION, : ' . [g]SA\'/CUT, REf!.OVE AND DISPOSE EXISTING RAISED 1!.EDlAM ISLAND, INCLUDING CURB, HARDSCAPE NJD OTHER 11!.?RO\ll:J!.ENTS, UNLESS OTHERl'/!SE NOTED FOR PROTECTION, ADJUSTMENT AND/OR RELOCATION, : : ! 1 • !!(/, - 8 c; ' T' PT: JOIN EX I \ \ I \ I I I 10 CD CONSTRUCTION NOTES WPROTECT rn PLACE. @]ADJUST TO GRADE l_5_JRELOCATE IRRIGATION BOX AND APPURTENANCES [§]RELOCATE EXISTING SIGN [[!RELOCATE TRAFFIC SIGNAL BOX PER TRAFFIC SIGNAL PLAN i]:j PROTECT AND OR R!:PLANT EXISTING PORTION OF LANDSCAPE. PROTECT/RELOCATE JRR!GATION SYSTEt.1 PER CITY DIRECTION. [ijRELOCATE BY OTHERS [Qj SA\'/CUT, REf:.OVE AND DISPOSE OF EXISTING S!DEt/All( AND PI\Rl(l'/AY AND ALL OTHER Hc?RDVEtlENTS UNLESS OTHER\'/!SE NOTED FOR AOJlJSTtiENT AND / OR RELOCATION [j] EXISTING CURB AND GUTTER PROTECT !N PLACE Cot,STRUCT CURB ACCESS RAMP PER C !TY ABANDON EXISTING 2" SERVICE AT MAIN. INSTALL 2" BRASS CAP ON CLOSED CORP, STOP. R[MCVE METER BOX AND BACKFLOW AND RETURN TO OWNER. STD-181-L-A AND 181-L-B (CASE El WITH MAX 10% SLOPE AND O" LIP AT GUTTER FLOW LINE. CONSTRUCT B' PCC S!OEWAl.K PER C !TY STD-1 80-L, CONS TR JCT TYPE A 18" l CURB Mm GUTTER. PER C[TY ST0-182-L. PLACE o.so' A.C. DEEPL!FT OVER COMPACTED NATIVE @ 95% RELATIVE COMPACT!CN, LEAVE SURFACE 0,20' BELO\'/ PROPOSED ROADWAY F lN ! SH SURF ACE. (13) EXTEND F!RE HYDRANT LATERAL AND RELOCATE HYDRANT PER CITY STD-500-L. EXTEND EXISTING 1-1/4" PVC STREET LIGHT CONDUIT A.ND INSTALL NEW #3-1/2F PULL OOX PER C!TY STD-204-l AND 205-L. REPLACE EXISTING WIRES WITH NEW FROM OPPOSITE SIDE OT STRECT (PULL BOX TO PULL BOXJ. ' --,• PLACE Q.20' ASPHALT [3/8 n MIX) SURFACE COURSE OVER DEEPUFT A, C. !NSTALL NEW FOUNDATION PER STD. 201-L. RELOCATE EXISTING POLE TO NEW FOUNDATION, CONTACT THE CITY ELECTRICIAN AT <949) 718-3408 PRIOR TO ANY STREET LIGHT WORK. :/•t,wcuT. L ! NE I I \ \ . I I I \ I 10+00 lC_ SAN =129+50. 32 ® MIGUEL DRIVE CONSTRUCT rec COLLAR PER CITY STD-313-L. FURN I SH AND I NS, All. 18" RCP i 2000-D) I SEE OETAIL-C SHEET 2), REMOVE EXISTING PORTION OF STORM DRAIN AND CONSTRUCT CURB INLET TYPE OL-A PER CITY STD-305-L ,SEE DETAIL-C SHEET 2). CONSTRJCT PCC MEDIAN NOSE PER DETAIL E SHEET 2 REMOVE EXJSTJNG PORTION OF A. C. BERM Ar!D RECONSTRUCT A. C. BERM TO MATCH EX i STi NG BERM, PROPOSED TOP CF CURB AND PROPOSED GUTTER FLOW U fJE, INSTALL NEW 2" \'/ATER METER PER STD-503-L AND BACKFLOW PREVENTOR PER DETA!L D SHEET 2. CURVE DATA I } DELTA RADIUS I LENGTH A 96" 28' 09' 351 58. 93' 8 09'" 07' 02' 742. 00' I 18. 07' t MACARTHUR BLVD. C 02'57'45' 1494. 95': 77. 30' I) 01•39• 14' I I 12. 50' I 32. I I' E oe· 21 • 35• 742.00' i I 08. 26' F 83"03'28' 35. 00' ! 50. 74' G 1 s· 26' 44• 794. 00' ! 227.90' REF: TRACT 10625(5&12 rn: 11) -OWG.No. R-5683-S(0-4,G-4.TS-3} -SURVEY TRACT MAP 6015 -PA.qcEL MAP 88-iG3. 83·--729 PREPARED BY: REVIEWED CONSTRUCT 6.50' P,\RKl'/AY,PLANT AND IRRIGATE PER LANDSCAPE PLANS SHEETS 9 AND 1 Q. CONSTRUCT TYPE B 16" I CURS PER CI Ti' STD-182-L, CONSTRUCT STA•~ED PATTERN CONCRETE (MATCH EXISTING PATTERN AND COLOR) CONSTRUCT "LOFFELSTEIN" RETAINING WALL PER X-SECTJON SHEETS AND MANUcACTURERS SPECIFICATIONS AND EVALUAT!ON REPORT. CTAN COLCRJ DESIGN. APPLY ONE COAT OF ~ERM!ON IRO~ OXIDE ONTO ALL RETA!N!MG WALL SURFACES. CONSTRUCT TYPE A 16") CURB MJD GUTTER, PER CITY STD-182-L. Tt,NGENT 34.78' 117. 57' 77.26' 16.06' 54.23' 3 I. 00' 114.74' C-3311 SAN MIGUEL DRIVE 18 Technology Drive, Suite 165 (J.Jrml __ _ KFM ENGINEERING, INC. )A t.l ~ l,vlne, Callfornla 92518 C!7YN, ,!IR IMPROVEMENTS ROADWAY PLAN & PROFILE PhQD§L, (949) 453-7970 DATE ,;;/rq/(IO -?----'/l / --1-----+---+-------------------a•---···j.:::..:.:=::::·~~-::=====::..L-------------~-------1 4= /-I -~./2.~~'r 5-18-00 DATE DY ocscnIPTim, DESIGNED JL DRAwr, JL CITY OF NEWPORT BEACH R'-5751-S R.C.E. NO. 42401 DATE l-----'---'-------R-E_V_lS_l_O_N_S ______ '-----I-C-H-~-C-KE-_D--R-K--l--D-/,-TE_5 ___ 1_8 ___ 0_0--l PUBLIC WORKS DEPARTMEMT SHEET 3 Of 14 z C ::;: [I] 93 (') t -- 0 :0 ~ z r.l CONDUCTOR TABLE DETEC CR SCHEDULE RUNS SENSOR /!,'!/'' C'R~'LJ 1 T /1\ & /3\ ,14\ . I V l \l,i l DETECTORS u~i 1 r CHANN . ,. 1-05 J7J 1 3 3 -3 02 ------3 1 ( E l 2 0 1-05 3 2--05 .C4 --3 --3 4 ---------"" -3· 05 J'J5 ----3 ---· ----3 1 A 1-06 £G 3 3 -3 £)3 3 3 3 6 --------... ------- r. 2 0 2-06 i:'.(El 3 3-06 lJ5 PED & l'Pb -3 --3 ,1 t,-06 ! £)4 PED ---1 2 1 A 1-fJ'½ ++ ' £)5 PED ? ;, --2 ,T 2)5 BPB ---, 3 ' -=( • ' .. ) % 0 1-0" .._,,' l r 3 2-0,: 14 2)4 PPB Z, BPB 2 2 2 4 4 1-07 ! f)6 PPB & BPB --? ? "". ···-···"'---1 A 1-08 !JS PED & PDfl -1 --1 _,,_,,,, . ._., ..... ---- J'l8 2 2 -2 LJ ( [ ) 2 0 1 -08 3 □ 2-08 ____ , ... .. ,.._ -ca PEJ ' " 1 2 ... "---------4 1--03 1 5-06 r s1,1s 1 1 2 3 PPB & HPH CUMMON 1 1 1 ? ~' ·,) 2 SPARE '"'-'\I , SPARES .1 3 3 i 6 TOTALS 21 28 27 ! 53 03 DETECTOR ----i ' 1 ~ i 04 DETECTOR 2 2 JLC L --05 DETECTOR -3 -3 S[NSCR u~:~s ARE RACK MOUNTED WITH HJ GR~.c ~•,;,~G CA.PAuILITY PER CllAN~J[L IYPE. 0& DE1ECTOR --.... " 5 ~ (C,t;.:._:_ H:Je-D: ~:-5 C-3:: St:C. MlN.) SEC. MIN .. CALL DELAY: fl 07 DETECTOR 1 08 DETEC10R - TOTAL CABLES 3 # UJMT ~A !RE 2 1 0 SlGNAL CUMMUN 1 l IJ I AL 3 3 #20 EVP C/,BLE 0 1 1 - -- S 5 2 2 1 ' 3 3 3 -i -·-·-· ·; 2 1 4 ,: ., L 6 4 SPECIAL UE.IE.CTUR A CALL ~OLD 0 SYSlEM SAMPLING -NU UUlPUT D CALL DELAY ( E l ! N l EXISTIHG HEW C'.JNCUIT SIZE !EXIST. 2 'I 2 I; '~ 2 If i 2---3 'l ' 2 ' ivl I GUEL 3PB = BICYCLE PUSH BUTTON 2. iNSTALL ALL NEW CONDUCTORS [g}- w······· 0- [[}- [f]- [j}- [D- TRA.~FIC S!G\A'-At,D HIGHWAY LIGHTING CDNSTRUcT·o~ SHALL cm,f-llRM HJ S'IAlf [lf CA! IF!JRN!A STA~DA9 □ S0 EC!FJCATIONS SECTION 86 AND STANJA~J 0 LA~S DATED JULY 1992 AND THE SPECIAL PRJV:SIC\S. CD\JUCTCR SCHEDULE IS FURNISHED AS AN CO\'RACl □RS R~S~□NSIBILllY TO PROVIDE INTENDED □?[RATION. INS7ALLA-l □ N GUIDELINE ONLY, IT SHALL OE THE THE CDRRCCT C:-JN8tiCTDRS RFOllfRED FDR THE UNLESS SHOWN OTHERWISE, HDuc~:vE LOOPS ;\R[ 6' X 6' Oil TYP[ [ WITII EXTEND 1' INTO X-W.ALK !!-J l"ff D'.!.if-CI !DN OF TRAVEL. ALL CONDUIT IS?" UNLESS SHOWN o~H~RWISE. ALL PULLBOXES ARE #5 UNLESS SHOWN OTHERWISE, rEDESTRIAN INDICATIONS ARE TYPE ·c·. ALL VEHICLE INDICATIONS ARE 12". 1 0' S?AC[NG EXISTING B PHASE :TO OPERATE AS 6 COMPLETE WITH OETFCTJON AS SHOW;.;, TELEMETRY ANO OTHER MISCELLANEOUS TYP[ I I S[~VIC:. P~ASEI MULTISONICS 820 SYSTEM C □NT~OLLCR ASS[MBLY l\TEGRAL TIME BASE COORDINATION, COORDINATIC~ EOU!FMENT, IN A TYPF "p' CAHINEJ WI IH MCJ'JiF :eJ CONTRACTOR S~ALL HAVE CONTROLLER MANUFACTURER'S REPRESENTATIVE I !□Cl MODIFY THE CABINET A~D WIRING DIAGRAM TO PROVIDE THE INT:N □[D CPElATION. THE CONTRACTOR SHAI.L EXERCISE EXTREME CARET □ AVOID DAMAGING EXISTING UTILITIES. lT SHALL BE THE RESPONSIBILITY OF THE CONTRACT □~ TO VERIF~ THE EXISTENCE ANO 1-□CAl ION OF ALL ONDERGROOND UTILITIES, PUBLIC OR rRIVATE, ANO TO PROTECT THEM FROM DAMAGE. THE C □NTRACiJR SHALL BlAH THE TOTAL EXPENSE OF REPAIR OR RE 0 LACEMENT OF ANY UNDERGOUND FAC!L!TIES DAMAGED BY HIS OPERATIONS. ALL SALVAGED MATERIALS & EQUIPMENT Sil/ILL BECOME 7 s1E ?ROP[RTY OF THE CONTRACTOR EXCEPT .AS NLrf '.:;_'.); A-REUSE EXISTING MULTISONICS MODEL 820 C □NTRCLL[R IN TYPE •p• CABINET WITH DETECTION AS SHOWN. INCLUDING VEHICLE COUNTING SYSTEM, AND M'SCELLANEOUS AUXILLIARY EOUJPWENT AS RECUIRED·TO PROVIDE THE IHTENDED □~ERAT!□N. IM□DIFY DETECTOR RACK TO A ACCOMODAlE ADUED JET~Cl'ONI B. REUSE MODIFIED TYPE ! I S[RV!C[ WITH 5J AM~ BR AKER roR SIGl,AL, 30 AMP BREAKER FOR LUMl\AlRE IUNMETEREDl, 15 AMP BREAKER FDR 'SN AND 15 AMP BREAKER SPARE. C. RELOCATE EXISTING EVP TO NEVI SIGNAL PO_E (t. R MOVE McD SALVAGE ALL Hl::MAlNHJG lOUiPMl:.Ni. AVOCADO AVENUE POLE STANDARD 6'X 6' I No. TYD[ HE I GIT SIG.M./\ LUlv1. M.A. [ill---~""__ E 0 }:3 \ · l _j/lr . --'------1-_______ ,____ __ , -11 _}1\rr_-c--____ _ .-__ --,c--~,---1----r;-V Ii 1 1 /2 if CJ~ -DLC -..__...._; 1 ,-'sj, I I I • i I I I',') l !...,J 0 -l 0 (."' \~ 19-2-70 30' 30 1 Q) 1 --A i O' (3) I 2L!-/i-7U 30' ".:(.::; r "-~ { N ) ( N) ( ,n ,.-). 1-A 1 0 I l 4 : ( R ) -( R I -..._,.,. - ·~;;s""-·,24-_4..:.7c 30' 35 1 ~}' (NI ( fil ( N l ® 15 30 1 --I R l ( R) 0 26--4-70 30 I ,~O' r-, 1-A 1 0 I \ 8) - '-. - EXIST 1 112 H C/i-DLc-· .SC 0 EX• .(14 Jif8 EVP I I I I I I I 1 1 , i I ! ; l i 1 I ! ' i i 1 ' I I I I 1 o' 1 \ I 1 I I I l-1_; : , ', -03 ! I I ~ ,'i -'-d ~.I I I 1--- I I I I I -" , 1 --, 1 1/2 ' C/1--DLC JI'-. i I I i I I 1, ,. 1: I I ! DETAIL A' Rc:F: T-5771-SC10F3) --D\\C Ne. R-5683--S(TS-3) PREPARED BY: KFM ENGINEERING, INC. 18 Technology Drive, Sui-le Irvine, Califor·nia 92618 Phone (949) 453-7970 155 'I 5' - ~ ,-I ; ::, (NI -- . ·------. ~ ,-· I iJ 1 rn 1 5 ' ( R ) 1 5 ' -- (i) 0\IE c:rf-l'il· ULE-,.Jv LL LUlvlH\JA I RE I I.S.N.S. SIGNAL lvlOLJN1 I r~G PPB/8°8 i ... f PtD· PH~stf-·ouAD !JET AL HAL IJEI LEGEt\JD VEHICLE MAS I MAS 250 ~\I Son 1,iguel PV SV-1-i SP-1-CS -/5 I N ) -1:-J ----TV-1 SP-1-CS L/5 ( N ' E/N IN I 250 w Avocado MAS 'MAS SV--1 ·--T sP-:-cs L/-( N ) E/-( N I ( N l ( N l ( N l IN I ' I N ) TV-i SP-1-CS ----6/4 I N ) S/E ( N) { R ) C R ) ' 250 VI San t<ligue! MAS M/1S SV-1-1 SP-1-CS ( N l PV'. N ;: : NJ ( N; ( N l 6/-( N i S/-( N ) 175 w SV-1-T SP-1-CS 8/6 I.~ I nn ---( H ; ! N l W/S rn, 2:i'.J w Avocado tv1AS c.iAS (Ml :M) SV-1-T SP-1-CS 8/-( 'l I WI- -----TV---·1 SP-1-CS 5/3 I N l N/W I N ) PHASE DI AGRA~/ ' •j 3 4 ! L l ~JOI NOi "',\ USED USED V • 5 ,.v 6* ' 81:\ I 7t--:;-< > /\ } <r(© \ /' ~ > i < > V * SPL iT PH.ASE OP,:RA.T I DN REVIEWED TRAFFIC ENGINEE~ DAT[ 9 ooo LOCATION R[M/\RKS A= 1 o. 0' NEW POLE A\JD MAST AR.M 8= -~· L•~ A= 8,20' 2.5' Rt.LlJCATE POLE B= A=18. 7' NEW POLE AND M/1ST /,RM B= -,, L • "' A= G. 20' RELCCATE D:',: r B ,-. Cf ' ....., ... c L •..) SCALE= 1" -20' C-3311 1\/l I GUEL DRIVE IMPROVEMENTS SIGNAL PLAN ~Oq7~~~ -s-/ig}_:z,_ooEol-□-•T_-~_--L··_·~-; ______ D_E_s_cR_I_P_T_1_□~------~--+-D-E_s_rr_,1,_iF_D_E_l_~-+-D-'l_Ai_n_,_J_L_-; • t_ REVlSJONS CHECKED RK DATE5-18-00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 4 OF 14 u ,. z 1 0 r D ~ 0 0 0 u TI 0 TI " 0 u TI 0 ,, < ~ f 9, z C $ rn m :0 0 :0 ~ z G) I I. 5, 6+23.99 [SANMIGUEL DRIVE =10+00 t AVOCADO AVENUE. / GENERAL NOTES: 1. PAVEMENT STRIPING AND MARKINGS SHALL BE TWO-COAT PAINT. UNLESS OTHERWISE INDICATED. 2. PAVEMENT STRIPING AND MARKINGS SHALL CONFORM TO THE CALTRANS STANDARD PLANS, JULY 1992 EDITION. 24' I 7 !2 1 4''i'.IHITE I I I DETAIL 40A, tl.ODIF!ED 48' N.T,S. -' ' AVOCADO AVEi\lUE • ,!I I i • I I I T I I I i f I I IT! I MACARTHUR BOULEVARD I ., IT! [[] 2 SAf\J MI GUEL DRIVF CONSTRUCTION NOTES !STRIPING ONLY) [I] 12" V/H ITE CROSSWALI< {THERMOPLASTIC) 11) PAINT 8 11 SOLID WHITE LINE (CALTRANS DETAIL 38). - [[j PAINT 4 11 SOLID WHITE LINE AND DETAIL 40A MODIFIED (SEE DETAIL BELOW) I .\ . ·1·· ... \ [[] \ \ @] PAINT 4 11 Sl<IP WHITE LINE (CALTRANS DETAIL 8 AND 10). fill PAINT SOLID DOUBLE YELLO\'/ LINE (CALTRANS DETAIL 29). [§J PAINT 611 SOLID WHITE LINE (CALTRANS DETAIL 39), _,, \ [Il WHITE PAVEMENT ARROW AS SHO\'/N (THERMOPLASTIC TYPE IVl [[] PAINT 4 11 Sl<IP WHITE LINE (CALTRANS DETAIL 40 MODIFIED TO 10' SPACING). (ID PAINT 12" WHITE CHEVRON@ 10' SPACING AND 45° ANGLE. \ \ I I .• I \ ! I I _,, ✓ ! I [g INSTALL 6'X6' TRAFFIC LOOP TYPE A ORE. EXTEND FRONT LOOP 1' INTO X-WALI( OR LIMIT LINE CTYP. l SEE TRAFFIC SIGNAL PLAN. ID] I NS TALL 6' X6 TRAFFIC LOOP TYPE A OR E. SPL l CE NEW LOOPS TO EXISTING LOOP CABLE AT PULL BOX.SEE TRAFFIC SIGNAL PLAN. [_g] PAINT 611 SKIP WHITE LINE (CAL TRANS DETAIL 39A 96' ). ff) PAINT 8 11 SOLID WHITE LINE 45° @ 8 1 SPACING !TYPICAL l [1 PAINT 8" SOLID WHITE LINE / ✓ \ /· / 10+00 ~SANMIGUEL DRIVE =129+50.32 t. MACARTHUR BLVD. rE:r: DWS.Nc. 7···5771'""5-·--TRACT 1CG25\58.12 or ~7) -DWG.No. R·-5G83·-S(D-4.G-4.TS-·3J -SLRVEY TRACT MAP 6015 --PARCEL MAP 88-153, 83-729 C-3311 PREPARED BY: KFM ENGINEERING, INC. 18 Technology Drive, Sulie 165 Irvine, Cailfornio 92618 Phone (949) 453-70 RCV!EWCD TRAFFIC ENGINEER DATE 200() ~ -__ z_[K~;.~E. 1-DA_T_E.c_B_Y_J.. ____ DE_s_cR_I_P_T,_D_N ____ ___,__--+-o-ES_r_cN_E_'l_:E:_::.f.,:_; .... □_,r_,w_~_J_L_--l .'lEV!SIONS CHECKED RK JATi:5_1 8-00 SAN ~4 I GUEL DR I VE l r\~PROVEMEMTS STRIPING PLAN CITY OF NEWPORT BEACH R-5751-S PUBLIC WORKS DEPARTMENT SliCET 5 OF i 4 z C ~ ~ z OJ "' G m ,, JJ C'. ~ 0 f ,. ·o s z 2 0 0 r 0 II n n C 0 ~ a " ~ D " 0 " ~ a z < q 7 6 G) C 7 l' ' I : _ )_~_, __ ;_ ' ' . 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LEAVE SUR'F ACE ·o. 20 r-[)~LOW PRJ?CSED ROADWAY cl N !SH SURFACE.· ~-----' -I : i --> I -1- 13/8 MD() SURF !ICE • -l - __ , __ sxw---,, --+-,-----------,-- 1 57,51' c.,,----..;.--,----,-------------:---,------,---:-------------;--------;--'---- ' ---. __ . ---~------· 205- ' STA COURSE 61.09' 45. 12' 5+00 --,-- ' ' ' ' ' ' ----~----------~---------- RK JL DATF 05-18-00 : • i --·----~--i J ,-+ \ : . -----'~-,~-1- ) __ _ -1- '. ,_l --"' --' i --i- I iv1PR0VEMENTS CROSS SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 6 JF 14 z C ~ rn rn :lJ 0 JJ ~ z r., + : , - -. ; _____ : ____ : _ -··· . . -·--··--, ---,·-· 4 :,-•StOPE' ---1 - 208-j . . . . ' ' -c---·•-~.c-.c..c_.L.,_ ___ .,_-,.-t~-,.---,---.,-~-----···-·· .. ... ; ... ,, -.----,-- ' ' • __ : ----i .. ! -•-1 .,.; ---, ·+·-· STA . . . ----------. -_, -----------------·•--·----------·-- .. : 4: ·"6 1 -i • . : ; ....... • ... ;, .. -: ., .. ,_, ·~ ~---- ' ' SCALE HORZ: 1 11 VERT: 1 II 1 0 I 1 I ,. ' ----' i --~ --,-----------:----, ' @ @ : ' ' ' . . --,---,--~,·~--,------. . . . . . . ' i . ' C" I QrJ[ ·:JL i . . ·--2·0B-i· ....... CONSTRUCTION NOTES GONSTRUCT 8' PCC SIDEWALK PER CITY ------ CONSTRUCT TYPE A ( 8") f:ER CITY STD·182·'L. Pl ACF O.BO' A.C. DEEPll.FT OVER COM~ACTED. i!A; J VE @ 9:i% RELA I l VE CllMPACT l ON. L c AVE SURFACE 0.20' bELOV/ PROPOSED RD.ADWAY. FlN!SH SURFACE, Pl.ACE 0.20' ASPIIALT •• ll'IER. DEEPLlFT AGE ·couRsE CONSTRUCT TYPE 3 (G"l CURB PER CITY STD-182-L. CCNSTRGCT STAMPED PA;TERN CONCRETE ?ER: DETAIL •• SIIECT 2 ... -----· ·---------~· -" ----- .E.Xl Tl\JG R/W 14.50.' IYPE A 15"1 CURB PER CITY STJ-182-L. 213- .. ..... .... . .. ROI: R/V, I I ' ' CXISTTNG R/\V • t 9. 78' ' ., -i. 4 : 1 SLOPE PREPARED BY: l<FM ENGINEERING, INC. 18 Technology D,lye, Suite Irvine, California 92618 Pho!]sL(949) 453·7970 ·-- 165 62 1 . . -. .... " .... " ...... _,_ .......... -. ·---·-: , 3 ' I .13' G.45' ., .... , ... , ...... -~.;, ,-C'. -,..~-~--~ ... • ...... • ........ -, .... . . . . . . ... -. --. ----, --, J. . 11E\11EWED ' -l-- ·1 ·-f·:··r;·· .. ·.•~··i~ -----------'-~---~. -j,. -~.,..--c----~-,-~ -! ! ' --_;. ---~ ----;-~ "' -----;---1---" -- .: .. EX-I.ST.ING R/_W_ FX·TS 7 T NG --:R-/W ! . ' .. ,,-•-·~·,·-1-·-+i~-+---~-,-·· --·- • I I SAN MIGUEL DRIVE I MPROVEtvlENTS CROSS SECTIONS t-.L ' L __ ., -:a ,1,-' /j f...-+----·--.• / /. -'-- _,f-'<°7~"'=-/'< -' n. C. C. NO. 42407 DATE 5v DESCRIPTIO~J 5-1 8-00, __ .L__.:__ ___ -=-=~~------1--······ DESIGNED DRAWN JL ,-C,ICC':CD ~ATF REV! s rnr,s JL DATE 05-18-00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEFT 7 OF 1 4 RK ' z C ~ .rn m :0 r~ ~ ~ -•z ~ ~G) ,: z <°'C -~ n I ti -- rn m :0 -cJ 0 :0 ~ z Gl z C ~ rn m JJ "~------. 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TY; STD;-182-~. CURB At~D GUTTER, ---' , : PLACE 0.80 1 A;c. DEEPLIFT OVER ;COMPACTED:- NAT--! VE @: 95%rRELAT! VE CC~IPACT!ONi-LEAVE -, -SIJRFACE--0, 201--BELO\'i-PRGPOSED:.:R □ADWA-Y-----------~~---~~--~ ~ ----------- FIN !SH -SURFACE; i - PLACE 0.20' ;~SPH/\L T OVER DEEPL!F:f-A,C, • I SURFACE,-COLl\lSF.· CCNSTRllCT ·1 YPE B i 6" J CURB PER_ C: TY STD-) 82-L. CONSTRUCT----SliAMPED---PA TTERN ,CONCRETE PER DET:IIIL -~ .SHC:ET 2 CURB PER_ CI TY. STDcc182-cL, --__ 1-~~±=~---- i ----,-,-,-I- I j- •---1· ---; --,-~ ---, -- ' : ; . ; -~--~-"'--- -·;~ . ' ---T-,---i -~---~I_ ~-~-----0~--- -;- ------!---~--. ·~_,I ___ , - ,--- 1 I I -+-- i --,i - , ___ _ _ _J __ J_ I • -------------' I I -1----"--I------ _: __ --t - I r I i ---,---1 - ·---------. ----------------'---!-- --__ J_ -' _,_,j_ --~ -----._ ___ ----~~,--i I I I i -I -- VERT: -i- I I - _J_ J .-- - - - ---_: --F----- ·-------------------------,------·----c------- ' : : ~~ --,~-; ------. ---- -l , __ ----: -----, __ -· . ...; __ j _ ___ ' - -----' , --l ---j- ---.,,,,-,---·, --: ;-< --~- -I 1-, L CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 8 0" 1 4 z C $'. OJ S3 -J. oC D JJ ~ z G} -- vvo-v-v ___ , ___ j -----__ , __ --'-:---i---1 ----,--~---------- I ---, --!- -·--1- , ___ ...1,_ -+--+-'---+-i--+---,-1-;-----;-----~-~1 1-~-------+~~-1 ___ :_ __ ~ - -. -+---+--: __ !_ --~--:-- • -i r 2 o 9------al~__.__, '? _j -··3•-L---- ~--- --------- -----~ , ___ _ " --:-u.:: ::J ' ,--------0 -' 'F"~---c, ---,,, :z . ---00 C)! ;ow: • N ro i -1---: --------.---,-2-01~,-- _, ---i ---~ --• __ (. 206- --"-,---"1- --205. 50 'BOT 01:1-WALL - --+--------!---j_ __ : __ _ l l ·---i --•-, ___ --:--, • ·--1 ' -----·--1-~-..--~i--t--'.---:--'------ _;____;~--! ----i----,:--~--i---r--•~i-- - -- -_ _( - 0- 1 &4,,J~ -1 --·---~ ----·--------. ·-- --- -. __ L [: -rn------- - - ___ ,,_, ____ -•-" ' -st -"' 00 'O " -,_ --------~-""'.-N -----, --------------- -- --------,~-~-~--+--•-------•----- ----_; ___ :_____ _ ____ j ---,----- ---,----------,---'--~i,-----1---; : ' ! ------~---'---i---;- APPRO)(!MATE-51.:0PE-BACl(I': Ill=\ ELEVATION AGAINST \'/ALL --. -' ---~ --l -~ -w-------'--~ _; - -- - --_\ ---:--\ \__ ----:.~~~-l • ,- ----r--:----: ---'-~-+--+---------+-----!---+-,-= '~ _i_ -- ~--201.-10 ---------------------------- _:130 +OM 1-\'JALL-__ 1.._--===:--:--+_:_-:---+--+-....:.~-'-+-....:.....:.....:.+-------'-.;....----_-f, -- : i ! -,--' ,---, ---~,-~ ..J_, -i..J' ..J ,_,1' ~--;_,_ ;:f---:<t>- ·-'--'---+--1-9-(3~--' +--, -+--, _,.__ -- ___ ;----~ --r-4 _J : --1 ---; --' - 1;::::' -: --•->-j~-~--0cc, ----------'---+---"-+-++-+--;----_ o-'+a_.-:-,--- i __ ' ; -+-+~ -, -------------c-. --1· ---. -'j? ----r----,,.,. -, --1 4-~1---! _,_,_ ---: r--, w, -+ 1-. -:~ V)' l -- -~20-B :.. -----,---' --r--, -i __ J . • ' .r· --·.·•--=:-==-----=--------~•---------+-=-_-R_B+-·~.;....:~-~=1-'---4\J-l-f.;....:N.;....1 G.,-;.....Vu.;....1 A+y+-L__,---_P_~tj:g.;....=....;.F--_I-1::_~....;.-~~5-+-~H....;.:A-. ·•.;....=-1....;.4++--6+8---, +' T+-o-'-·---..... s_T_A+i--_8-:---+_-l-r---'-G'_ T __ j_ -, -: i ' - T -,-- -,-++ L-.j! __ , __ ; ___ , _____ .c._ __ ;_;__ • . , ______ ,;_·--,---:-: j~-1----~ ---++---_-_-_;-__ -_+-:_ ___ L_ __ -: \, ·\: •--/-.. V ' ' -, - :209-~~ V V f • ' ' . \ •---" ----·--< ---------------; ____ , ---------- --;-- --: i -C0NSTRUJCTilJN-N0TE:S ® CONSTRUCT 8' PCC -S lTlE}VA 3 PER ciJ TY STD-180-L :- @_ APPLY-ONE COAT OF PERM[ot✓ !RON oxfot ONTO A.LL WALL SLRFA.CF S. -, --208-:- ' ' ' ------l ___ , __ ------:--'-----~ --+-! -'---'---··--'·--'--"--•-----~,---------2 06 - -205,50 BOT+OM t/ALL: _ _i l , ·--I --" -l --__ _,\_, -----,----------- i -' ------1--: .. ____ , ___ ~-'_-~--=l:~~-jl-:~1 '. _-: ----, ----' --'--· -----·------ -- i- -1---L-: -; __ -----f---j----'---'------~L--L---'~~- --! ---,:, ---------~- ~ ---' -- .. ; _____ : __ -_ . ______ :_ -----i --,-! --,..-~~ --7--• ---i-- _: ____ i--~----'-~-~-~--~---,-----,--~-.---o-~--,-~-+---+--,--•1- SCALE HORZ: VERT: 1 II 1 If 1 5' 1 ' ' --_L ---i-------. --.J ---- • l _,, ----- 1---'---' s!"f.:A -7+60 ' R F.j:;iIJ"1.. WAL L -----~---,---+-c---~~ i __ ! .j. 5.5' L--,----'-+--r----- -1-------·,-~- -, -,-1-·----_, --------·--' -_----_-__ ;_ --' --, -·-~- ---~-_, ----' --- ---~---~-:--'--+-_L--'_-~---'--'--+------ __ _l RK ' ' '----'--'----l--.-,,--!--,---;:' --,---,- ; __ '---~-----l'--l---'-~~ --'.·7---' ; i •-+--•--.--_:,. :------->-<-·-1~ --' __ ,, -->---[--- ;!_~---+-i--,---+! _L___;' l --l---• --,---j----;----:-- ( ' ! ' L -----,----,------ -l -_j ___ _ - _ I -------,;,'r''v -: -•---:-~ I ' : ; " ' • l-·; -\~1 T~r-· -------" -·~ -fV--~l----- --~---+-~-----------~--------~ Jl _; ___ : ---- SAN MIGUEL DRIVE IMPROVEMENTS CROSS SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 9 OF 1 4 ' g z C s'. OJ m ::IJ ~~ tt ~ ~~ 1; ..I 0 ::IJ ~ z r.i . . ' ' -' ! . ' ---j --~: --- : i : : ---_, __ _ ' ' ---:---1- j __ ' --!- -l --, -,----r---~- ____ : -------+ I , ----- ---1-~------: :· -:- ' ' ' -' ---, ___ , ' --·--i -----~~-----~~ 2-08--- -' ' ' i205 ' ; • ------~------~:---- i __ 209, ' : 208 ' ' ' ' -, I _ _, ___ · ' I----·-----~~~--l?3ee-----------'----'-------"----+i~-~------+--------+-----, -: t '205-L -i ' ' ------FlLL--FROM-□PPOSlTE SIDE OF STREET CUT AREA ' STA 7+-80 ·-_I _J ___ , STA 7+90 -\- 5' ,/ / \ \ ' --j ' ' --_J --. ---, I ----,------~-------+---~-~---,.----------------------------~--·----c<"---~----------;-------~>-t _; ____ ' ---j - ----. ____ ' -_, __ - ' --------------------------,-- ' -➔ - ----------------'--_ ---,-----+-----------'--'-----'-----'-----'----~': 2-0-8----1,-----~~ :_ --:--·j --"---- CONSTRUCT ION . ; . . . 'NOTES : .' : ; ® CONSTRUCT 8' PGC 1SIDFY/ALK PER Cl TY ISTD---'180---'L,- -CONSTRUCT LOFFELSTFIN RE-nAJNU<G WA:_t ,:JAN CD~CR )-- PER X--SECT ! ON SHEETS AND 'MANUF ACTL~ERS DES IG:, ' ' ' ' ' ·AND-·-SP[Cff·[C:4TiotiS-.:---'----'------------------------' - i APPLY ONE CO,\T OF PERMION;JROM OXIDE ONTO Jill I fl[TAH-ll~JG WALL SUflrACES: L --------------------------------------.-------._ --• ----' I- 206- ---205--- -i-'rt=i----·------· -~. --·-, --+~--I ---~~~------·-------~ ----- - - -L ---.. :.... ·----. ' -- ' ' T 206_;_ ' . . : , _____ 7 __ -------------: FILL FROM OPPOSITE SI.DE OF STREET CUT AREA SIA, B.+10 :E.N □•--wlAtt REVISIONS ' ;3 1i CHECKEJ RK ' ' ------ -----/--·----------- ,, -• -• j ·-· • • iV" -------' )l";p, , __________ ___,_ __ -__ __, -~• : 1 / \ _j t ' _J __ _ --~---! tfj' l -__ _c_~_j ___ ~---~-- -~ '-~ ·-----,'-----=--~;g®------------'---.-;----'---o-------- 1,P'/__ ----- \ \ JL DATE 05-18-00 IMPROVEMENTS CROSS SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 1 Q GF 1 4 ~ " ? ~ " 2 "' z C ~ OJ S:l - ~~-------, ~ z -0 0 ]J ~ z G"J . ---, ---------- I -•·--1 ; ! <---!----1 -c-+~-+-----~----_j -,-.. ·----" --I_ -- ------__ j .. 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"'· _,_._ ... _._·· ____ •• + .. ,._._._ .. ~··_ .. ~···_·_· ·-·--~~+!_·-+-.,...+-+--'--~+-.,.. ~. -....,.. -~--+-..+-, £1ii-ofES;1~ . , i ' ., .... ,.-.,-.,.....,-..,~-+~----:--i .. -,I .. ~~~......,::::::::=.:=·--=~ ........ • .... ~ ... -,-~~-· ,..... • •• ··1' :· .. -.... --·•_· _._ =.=:: : .. :::;:::j::::-... -... -.-.:=~··~i._... f-·=.=.; .. =-·=:::;_1 .. :.74~~~: :;~;A;~oGl~~ERING INC REV!EWED MIGUEL .. :.L: : .. .. , . .l . I I I I ... ...J ... -. I i ---------- ------~--❖O --' -i--•-• DATE BY DFSCHIPTIO'" JE.SiGNE:J -----+-+-!···· I -, _ _j_ , .............. )-... --··--•; ......... ,-,. ·-· VERT: 1" _ 1' ;..., ... 1 ... , ............... , ... ,-... ,.. -! .. , ~-R.C.E. NO. 4240, DMe .,. REVISIONS CHECK[D J'.. RI( DRA\'/N JL DATE 05-18-00 SAN DRIVE IMPROVEMENTS CROSS SECTIONS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 11 OF 1 4 Co C ~: a 0 ~ ~ " z "' ~ ~ z z C ~ OJ m ::0 "~------· 0 JJ ~ <: z G"J GENERAL PLANTING NOTES 1. THE CONTR'.CTOR SHAU. MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES CURING CONSTRUCTION THROUGH COMPLETION OF PICK-UP WORK. ALL EMPTY BAGGED AMENDMENTS, FERTILIZERS, SEEDS, ETC. USED ON PROJECT SHALL STAY ON SITE IN A NEAT, CLEAN ANO ORDERLY MANNER UNTIL FINAL APPROVAL BY LANDSCAPE ARCHITECT. 2. THE CONTR'.CTOR SHALL VERIFY AUL PLANT MATERL'.L QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANITTIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHAU. HAVE PRIORITY OVER QUANTITY OESIGNATEO. 3. THE CONTR'.CTOR SHAUL FURNISH AND PAY FOR AUL CONTAINER GROWN TREES. SHRUBS AND VlNES. INCLUDING SEEDED AND SODDED TURF. HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS: THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 4. AUL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 5. ALL BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE ENGINEER. 6. THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. IBE CONTRACTOR SHALL PROVIDE AND PAY FOR THE SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY AND/OR ANY AODITIONAL SPECIFICATION PROVIDED BY THE ENGINEER PRIOR TO INSTALLATION OF PLANT MATERIALS. 7. ALL SOIL PREPARATION SHAUL BE INSTALLED AS PER THE SOIL AGRONOMY R8'0RT. 8. FOR AREA TO BE LANDSCAPED ON LESS THAN 3:1 SLOPE, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL TO A DEPTH OF 8". AMOUNT PER 1 000 SQUARE FEET 3 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM ORGANIC HUMUS WITH A MINIMUM 70% COMPOSTED FIR OR REDWOOD SHAVINGS CONTENT. AND THE REMAINDER IN ORGANIC HUMUS. •GENERAL PURPOSE MULCH• IS ACCEPTABLE, ALSO OR APPROVED EQUAL AVAILABLE THRU AQUINAGA FERTILIZER COMPANY PHONE (714) 786-9558, FAX (714) 786-9574 15 LBS. SOIL SULFUR 15 LBS, 12-12-12 FERTILIZER 20 LBS. AGRICULTURAL GYPSUM FOR BIDDING PURPOSES ONLY; ™E PLANTING PITS FOR TREES SHALL BE EXCAVATED PER PLANT DETAILS. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF AUL TREES AND SHRUBS SHAUL CONSIST OF THE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL BY VOLUME 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE SOIL PREPARATION. 1 LB./C.Y. OF MIX 12-12-12 COMMERCL'.L FERTILIZER 2 LBS./C.Y. OF MIX IRON SULFATE 20 LBS./C.Y. OF MIX AGRICULTURAL GYPSUM IN AUL CASES, THERE SHALL BE POSITIVE DRAINAGE AWAY FROM THE ROOT CROWN OF THE PLANT MATERL'.L 9. FORTY FIVE (45) DAYS AFTER INSTALLATION AUL LANDSCAPE SHAU. BE FIERTILIZED WITH BEST FERTILIZER CO. 16-20-0 OR APPRV'O EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. APPLY IRON SULFATE AT THE RATE OF lWO POUNDS (2 LBS.) PER 1,000 S.F. FERTILIZER APPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. ONCE THE PLANTS ARE ESTABLISHED. FERTILIZATION SCHEDULE CAN BE REDUCED TO APPLICATIONS OF 16-6-8 AT FOUR POUNDS ( 4 LBS) PER 1,000 SQ. FT. AT J MONTH INTERVALS OR AS NECESSARY WHEN PLANTS INDICATE NUTRITIONAL STRESS. CONTRACTOR SHAUL BE RESPONSIBLE FOR ALL FERTILIZATION TREATMENTS WITHIN THE MAINTENANCE PERIOD. 10A. FOR ALL GUYED TREES, SEE DETAIL E, SHEET 10 1 OB. FOR SHRUB PLANTING, SEE DETAIL F, SHEET 10. 11, EtBTIUZER IABLfJ NOIES· FERTILIZER TABLETS SHAU. BE AGRIFORM, 21 GRAM TABLETS (20-10-5) IN QUANTITIES AS FOLLOWS: AGRIEORM 21 GRAM TABLETS 1 GAULON SHRUBS 2 GAULON SHRUBS 5 GAULON SHRUBS 15 GALLON SHRUBS 24" BOX 30" BOX 36" BOX 48" BOX LARGER SIZED BOX SPECIFICATIONS: EVENLY SPACED AROUND SIDES 2" - 3" UNDER SOIL 1 1-2 2-3 7-10 15-24 7 7 7 7 BARE ROOT, B&B CONTAINER STOCK AND GROUNDCOVER LJNE:RS. POSITION PLANT IN THE HOLE. BACKFILL HALFWAY UP THE ROOTBALL PLACE TABL.ET(S) BESIDE THE ROOTBALL ABOUf 1 INCH FROM ROOT TIPS. DO NOT PLACE TABL.ET(S) IN BOTTOM OF THE HOLE. COMPLETE BACKFlLL, TAMP AND WATER. AGRIFORM PLANTING TABLETS FROM GRACE-SIERRA HORTICULTURAL PRODUCTS COMPANY CONTACT JACK WAKERMAN (760) 757-2150 OR WESTERN FARM SERVlCE, {714) 549-2871 12. PRE-INSTALLATION WEED ABATEMENT -REMOVE ALL EXISTING VEGETATION, EXCEPT AS IDENTIFIED BY LANDSCAPE ARCHITECT FOR PRESERVATION IN PLACE. THE SHRUBS OR TREES TO BE PRESERVED SHALL BE CLEARLY MARKED WITH AN ORANGE RIBBON. FERTILIZE THESE AREAS WITH 300 LBS. PER ACRE OF 14-4-9, OR EQUIVALENT. IRRIGATE FOR 2-4 WEEKS, 2-4 TIMES DAILY TO KEEP THE SOIL SURFACE MOIST IN ORDER TO GERMINATE THE WEED SEEDS EXISTING IN THE SOIL ONCE THE WEED SEEDS HAVE GERMINATED AND ATTAINED SUFFIClrnl' GROWTH, APPLY A BROAO SPECTRUM, NON-SELECTIVE HERBICIDE ACCORDING TO THE MANUFACTURER'S LABEL RECOMMENDATIONS AND LICENSED PCA. AFTER SEVEN DAYS. GRUB AUL WEED GROWTH FROM AREAS TO OWNER'S APPROVAL REPEAT ENTIRE PROCEDURE JS DIRECTED BY ENGINEER. 13. SHRUB Pl.ANTING METHOD -EXCAVATE PLANTING PIT TO TWO (2) TIMES THE DIAMETER OF ROOTBALL AND 1-1/2 TIMES ITS DEPTH. AUGER 4• ON CENTER X 2' DEEP AT BOTTOM OF PIT. LEAVE AUGERED SOIL IN PLACE, UNCOMPACTED. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER PLANTING DEPTH. BACKFILL AROUND RDOTBAUL WITH AMENDED SOIL FORM BASIN ON DOWN-SLOPE SIDE OF PLANTING PIT TO HOLD MOISTURE WITHIN THE ROOT ZONE. REMOVE BASINS WITHIN JO DAYS OF START OF MAINTENANCE AS IDENTIFIED BY THE ENGINEER. 14. FIRST WATERING OF NEWLY PLANTED MATERIAL -WET THE ROOT ZONE BY HAND WATERING THE PITS TO THE LOWEST EDGE BASIN. AFTER AMENDED SOIL HAS BEEN WETTED, THE SPRINKLERS SHOULD CONTROL THE MOISTURE FROM THAT POINT ON. 15. THE CONTRACTOR SHALL PROVIDE FOR A 90 DAY MAINTENANCE PERIOD AFTER THE APPROVAL IN WRmNG OF THE INSTALLATION OF THE PROJECT. THE MAINTENANCE SHALL BE PER THE ABOVE NOTES AND THE PROJECT LANDSCAPE SPECIFICATIONS. 16. INSTALL "DEEP ROOT" (OR APPROVED EQUAL) TREE ROOT BARRIERS ON AUL TREES WITHIN 5' -0" OF SIDEWALKS OR HARD SURFACES. CHECK MANUFACTURERS CALCULATOR CHART FOR NUMBER OF PANELS REQUIRED FOR EACH SIZE TREE, AVAILABLE FROM: DEEP ROOT PARTNERS, LP. 34S LORTON AVlENUE, SUITE 30S BURLINGAME, CA 94010 (800) ILV-ROOTS, {415) 344-1464. IRRIGATION LEGEND IRRIGATION LEGEND SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION DETAIL ~ RAINBIRD ...... NIBCO EFB-CP-PRS-B PRESSURE REDUCING BRASS REMOTIE CONTROL VAf..VE, SEE PLAN FOR SIZE C T-113 GATE VALVE, LINE SIZE D HEAD SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION NOZZLE PATTERN GPM PSI RADIUS DETAIL ~ 'f' RAINBIRD 1806 SAM 6" POP-UP SHRUB SPRAY 8H,8Q 1a0' I go• .41 I .21 25 7' A RAINBIRD EXISTING RAINBIRD CONTROLLER -VERIFY LOCATION IN FIELD REFER TO IRRIGATION DETAILS AND NOTIES SHEET NO . ..J.i.... I I I I I I I I ----+-----, I Lu .:::> 3 > '<::( 0 a 0 ~ '<::( I I APPROVED PVC SCHEDULE 40 SLEEVES, LOCATIE (2) -4• AND (1) -2• SLEEVES. B APPROVED PVC SCHEDULE 40 LATERAL LINE, SEE PLAN FOR SIZE B I I G CATCH BASIN (!) z :,,: 0~ zo.. CONTROLLER SEQUENCE ~ o.o<J"'GPM VAf..VE NO./ ~ VAf..VE SIZE 1 " z 0 en X 00 w ro 9 EXISTING VALVES TO BE RELOCATED PER KFM STREET IMPR. PLANS --- NO PARf<ING IRRIGATION (4)BOXES -C::J _,.,.,_.-<e...,,_...., ...... 1" --------OR\VE ----M\GUEL ----·-- SAN CATCH BASIN (IJWV z z 0 Cf) 0 w Cl z :,,: Cl'.'. <C 0.. X 0 (D ...J <C z Cl Cf) ...J <C z 6 (!) if) m ~ (0 SAN NO PARKING 0 w X ...J 0 w O'.l ~ r· 6"PINE " ~ -··",~ >Fs",r .. , •; l • ' IRR BOX \ ~ ' ' i j $1W l, 6,5 M\GUEL OR\VE CLARK & (,ll[[N Associates Landscape Architecture ICE C SIGN P.O.C. NOTE EXISTING CONTROll.ER/TIME CLOCK EXISTING CONTROLLER HAS AVAILABLE STATIONS FOR VAf..VE A-5. CONTRACTOR TO PROVIDE NEW CONTROL &: COMMON WIRE FROM CONTROLLER CABINET TO VALVE. PLACE IN SCHEDULE 40 CONDUIT IN TRENCH ADJACENT TO EXISTING WIRES AND MAINLINE. POTHOLE AS NECESSARY TO DETERMINE LOCATION OF EXISTING MAINLINE AND WIRES. \ALL DAMAGE TO BE REPAIRED TO ORIGINAL, FULLY OPERATIC~ AND PROTECTED CONDITION. RESET 4 EXISTING VA ·YES AND EXISTING CONTROL AND COMMON WIRES IN N LOCATION PER STREET IMPROVEMENT DRAWINGS. CONTRACTOR TO CONNECT NEW AND EXISTING VALVES TO NEW MAIN LINE AT NEW BACKFLOW DEVICE. MAINLINE AND BACKFLOW DEVICE PER KFM STREET IMPROVEMENIT PLANS (DETAIL D, SHEET 2). CONNECTOR TO MATCH NEW MAINLINE. \ i I PLANT LEGEND QUAN1TTV SYM. THISSHEET' SIZE BOTANICAi.NAME 3 3~" 60X FICUS RU6IC,i:INOSA 0 117 S GAi... RI-IAFI-IIOLEPIS '13AI I ffilNA' VALVE BOXES (DOMESTIC) ALL REMOTIE CONTROL VALVES, GATE VALVES AND PRESSURE RELIEF VAf..VES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING GREEN COVERS. ALL SHALL BE CARSON OR AMETEK OR APPROVED EQUAL, AND SHALL BE MARKED INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVES WITH 1" HEAT BRANDED LETTERS. MAINTAIN 18• DISTANCE FROM ALL HARD SURFACES. 1800 PCS SCREEN PERFORMANCE LEGEND CONJW.CTOR SHALL PROVIDE AND INSTALL PRESSURE COMPENSA11NG SCREENS TO REDUCE RADIUS 1HROW TO "THE PROPER HOO TO HEAD LAYOUT DISTANCE AND AVOID OVERSPRAY. DO NOT ADJUST IY.DIUS SIT SCREW ON NOZZLE TOP TO REDUCE RADIUS TllROW. STANDARD lie SMAU. RADIUS SPRAY PATTERNS ANO UMBRWA BUBBLERS MODEL PCS-010 PCS-02D PCS-030 PCS-040 PCS--060 PCS--090 PCS-125 PCS-175 PCS-280 PCS-370 GPM .1 .2 .3 •• .6 .9 1.25 1.75 2.6 3.7 COi.DR PURPLE BROWN SILVER ORANGE B1.ACI< WHITE GREEN YEU.OW BWE IE) SF --1' 1' 3' S' e'f 8H -2' 4' 5' 7' B'# BT -3' 5' 7' B'f BQ 2' S' 7' B' f Ra:oMMEIIDED NOZZlE/SCREEN COMBltlATION 10 /.GHIM CAT.11.0G PERFORIWICE AT JO PSI. NOi£: SCREENS WERE 1ESTED AT 50 PSI FOR 10 MINUTES PRIDR TO TAKING DISTANCE MEASUREMENTS. DISTANCES MAY VJRf SIJGHllY WITH HIGHER PRESSURES ANO LDHGER RUN TIMES. APPROX. COMMON NAME SPACING REMARKS DET./SHT. FalGTYLEAF FIG FER FLAN STANDARD E, G I SI-IT. 14 INDIA I-IAWTI-IORN 3'-0" o.c. F / SI-IT. 14 NOTE• REFER TO 51-lEET 1.2 FOR PLANTING DETAILS, SPECS. AND NOTE& C "' :::c\\ SIGli 0 PREPARED BY• CLARK & GREEN ASSOCIATES 150 PAULARIND AVE., STE 160 COSTA MESA, CA 92626 Phone (714) 434-9803 DA1E BY \ 1 ~ i ~ I :.....\ :c I I C -;o OJ '< CJ • DESCRIPTION REVISIONS REVIEWED NOTE&, I. MULCI-I .<ll..!-LAND5CAFE AREA WITI-I A 2" LA'T"l:R MIN. OF FOl'<E&T FLOOR (O'~'), AS MANUFACTUl<tD BY AGIJJNAc;,A Fl=RTII.IZER COMPANY OR APPOYED EQJAL. P1"0NE• ':149-76&-55&8 FAX• ':149-786-$74 2. &e $1-!EET 10 FOR STANDARD PLANTING DETALS. 3. &ICEWALK LAYCIUT FER &lREET IMF'ROvl:MENT PLANS. SCALE: 1 "= 20' C-3311 CITY ENGINEER DATE SAN MIGUEL DRIVE LANDSCAPE AND IRRIGATION IMPROVEMENTS DESIGNED DRAWN CHECKED DATIE CllY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 1 2 OF 1 4 " ~ D z ~ D C ' ,, . " ~ > < D " .m OJ " m > ]J C 0 D z 5 1. I ' ~ \; i"o 2 I D r s ]J D D " D D x~ D " ~ C D D D ~ -,z m ~ ' z 0 2..aG) C z < C m ~1~ C m D . D ' " " > s D 2 m OJ 0 m J> ]J r Si D c:, 2 ;; ~ ~ -- 1: I, I {/ I,, ) c4 I 41 -c.\ " \; -;□ z I D r D !.""~ fii 0 C D " c " i~ m 0 " " m ~ < z D C 2 < m ! ~E .. ss 0 ~ jj .. ~ ; < z ·"' " m ,,. TI C 0 " z ;; -"' --,-c: I " \; z· I 0 0 r D ]J D 0 C 8 D ~ D D . D " m D D " z rn ~ < z Ei G) C 7 GENERAL PlANTING NOTES t. THE CONTRACTOR SHALL MAJNTAIN A QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF PICK -UP WORK. ALL EMPTl' BAGGED AMENDMENTS, FERTILIZERS, SEEDS, ETC. USED ON PROJECT SHALL STAY ON Sf!E IN A NEAT. CLEAN ANO ORDERLY MANNER UNTIL FlNAL APPROVAL BY LANDSCAPE ARCHITECT. 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LisrEO FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITl' OVER QUANTITY DESIGNATED. 3. THE CONTRACTOR SHALL FURNISH ANO PAY FOR ALL CONT>JNER GROWN TREES, SHRUBS AND VINES, INCLUDING SEEDED AND SODDED TURF. HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING ANO GlMNG OF 1REES ANO THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRr>'AL AT lHE SITE. 4. AU. PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. 5. All BOXED TREES SHALL BE SELECTED AND SPOTTED BY THE ENGINEER. 6. THE SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL PROVIDE AND PAY FOR lHE SOILS AGRONOMY REPORT FROM AN APPROVED SOILS LABORATORY ANO/OR ANY ADDITIONAL SPECIFICATION PROVIDED BY THE ENGINEER PRIOR TO INSTALLATION OF PlANT MATERIALS. 7. All SOIL PREPARATION SHAl.1. BE INSTALLED AS PER THE SOIL AGRONOMY REPORT. 8. FOR AREA TO BE LANDSCAPED ON LESS THAN 3:1 SLOPE, THE FOLLOWING AMENDMENTS SHALL BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED BY MEANS OF A ROTOTILLER OR EQUAL TO A DEPTH OF 8". AM□llNI PER 1 000 SQUARE FEET 3 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM ORGANIC 1-!UMUS WITH A MINIMUM 70% COMPOSTED FIR OR REDWOOD SHAVINGS CONTENT. AND THE REM>JNOER IN ORGANIC HUMUS. "GENERAL PURPOSE MULCH" IS ACCEPTABLE, JJJ.:$O OR APPROVEO EQUAL AVAILABLE THRU AQUINAGA FERTILIZER COMPANY PHONE (714) 786-9558, FAX (714) 786-9574 15 LBS. SOIL SULFUR 1_5 LBS, 12-12-12 FERTILIZER 20 LBS. AGRICULTURAL GYPSUM FOR 81DDING PURPOSES QN[ Y· lliE PLANTING PITS FOR TREES SHALL BE EXCAVATED PER PlANT DET>JLS. THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF ALL TREES AND SHRUBS SHALL CONSIST OF THE FOLLOWING FORMULA: 6 PARTS ON-SITE SOIL BY VOLUME 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE SOIL PREPARATION. 1 LB./C.Y. OF MIX 12-12-12 COMMERCIAL FERTILIZER 2 LBS./C.Y. OF MIX IRON SULFATE 20 LBS./C.Y. OF MIX AGRICULTURAL GYPSUM IN ALL CASES, THERE SHALL BE POSITIVE DR>JNAGE AWAY FROM THE ROOT CROWN OF THE PlANT MATERIAL 9. FORTl' FIVE (45) DAYS AFTER INSTALLATION ALL lANDSCAPE SHALL BE FERTILIZED WfTH BEST FERTILIZER CO. 16-20-0 OR AFPRvO EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,000 SQUARE FEET. AFPLY IRON SULFATE AT lHE RATE OF TWO POUNDS (2 LBS.) PER 1,000 S.F. FERTILIZER AFPLICATION SHALL BE CONTINUED THEREAFTER AT MONTHLY INTERVALS. ONCE THE PLANTS ARE ESTABLISHED, FERTILIZATION SCHEDULE CAN BE REDUCED TO AFPUCATIONS OF 16-6-B AT FOUR POUNDS (4 LBS) PER 1,000 SQ. FT. AT 3 MONTH INTERVALS OR AS NECESSARY WHEN PLANTS INDICATE NUTRITIONAL SlRESS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FERTILIZATION TREATMENTS WITHIN THE MAINTENANCE PERIOD. 1 OA. FOR Al..1.. GUYED lREES, SEE DETAIL E, SHEET 10 108. FOR SHRUB PLANTING, SEE DETAIL F, SHEET 10. 11. EERTII 17FR TARI EI NOTFS· FERTILIZER TABLETS SHALL BE AGRIFORM, 21 GRAM TABLETS (20-10-5) IN QUANmlES AS FOLLOWS: AGRlfORM 21 GRAM TABLETS 1 GALLON SHRUBS 2 GALLON SHRUBS 5 GALLON SHRUBS 15 GALLON SHRUBS 24" BOX 30" BOX 36" BOX 48" BOX LARGER SIZED BOX SPECIFICATIONS: EVENLY SPACEO AROUND SIDES 2" - 3" UNDER SOIi 1 1-2 2-3 7-10 15-24 7 7 7 7 BARE ROOT, B&B CONT>JNER STOCK ANO GROUNOCOVER LINERS. POSITION PLANT IN THE HOLE. BACKFILL HALFWAY UP THE ROOTBALL PLACE TABLET(S) BESIDE THE ROOTBALL ABOUT 1 INCH FROM ROOT TIPS. DD NOT PLACE TABLET(S) IN BOTTOM OF THE HOLE. COMPLETE BACKFILL TAMP AND WATER. AGRIFORM PLANTING TABLETS FIROM GRACE-SIERRA HORTICULTURAL PRODUCTS COMPANY CONTACT JACK WAKERMAN (760) 757-2150 OR WESTERN FARM SERVICE, (714) 549-2871 12. PRE-INSTALLATION WEED ABATEMENT -REMOVE ALL EXISTING VEGETATION, EXCEPT ~ IDENTIFIED BY LANDSCAPE ARCHITECT FOR PRESERVATION IN PLACE. THE SHRUBS OR TREES TO BE PRESERVED SHALL BE CLEARLY MARKED WITH AN ORANGE RIBBON. FERTILIZE THESE AREAS WITH 300 LBS. PER ACRE OF 14-4-9, OR EQUIVALENT. IRRIGATE FOR 2-4 WEEKS, 2-4 TIMES DAILY TO KEEP THE SOIL SURFACE MOIST IN OROER TO GERMINATE THE WEED SEEDS EXISTING IN THE SOIL ONCE THE WEED SEEDS HAVE GERMINATED AND ATTAINED SUFFICIENT GROWTH, AFPLY A BROAD SPECTRUM, NON-SELECTr,'E HERBICIDE ACCORDING TO THE MANUFACTURER'S LABEL RECOMMENDATIONS ANO LICENSED PCA. AffiR SEVEN DAYS, GRUB ALL WEED GROWTH FROM AREAS TO OWNER'S >JPPRDVAL REPEAT ENTIRE PROCEDURE AS DIRECTED BY ENGINEER. 13. SHRUB PLANTING MEfHOD -EXCAVATE PLANTING PIT TO mo (2) TIMES THE DIAMETER OF ROOTBALL AND 1-1/2 TIMES ITS DEPTH. AUGER 4" ON CENTER X 2' DEEP AT BOTTOM OF PIT. LEAVE AUGERED SOIL IN PLACE, UNCOMPACTIED. FILL BOTTOM OF PLANTING PIT WITH AMENDED SOIL TO BRING LEVEL TO PROPER PLANTING DEPlli. BACKFILL AROUND ROOTBALL WITH AMENDED SOIL FORM BASIN ON DOWN-SLOPE SIDE OF PLANTING PIT TO HOLD MOISTURE WITHIN THE ROOT ZONE. REMOVE BASINS WITHIN 30 DAYS OF START OF MAINTENANCE AS IDENTIFIED BY THE ENGINEER. 14. FIRST WATERING OF NEWLY PLANTED MATERL<\l. -WET THE ROOT ZONE BY HAND WATERING THE PITS TO THE LOWEST EDGE BASIN. AFTER AMENDED SOIL HAS BEEN WETTED, THE SPRINKLERS SHOULD CONTROL THE MOISTURE FROM THAT POINT ON. 15. lHE CONTRACTOR SHALL PROVIDE FOR A 90 DAY MAJNTENANCE PERIOD AffiR THE >JPPROVAL IN WRITING OF THE INSTALLATION OF THE PROJECT. THE 1,1,'JNTENANCE SHALL BE PER THE ABOVE NOTES AND THE PROJECT lANDSCAFE SPECIFICATIONS. 16. INSTALL "DEEP ROOT" (OR APPROVED EQUAL) TREE ROOT BARRIERS ON ALL TREES WfTHIN 5'-0" OF SIDEWALKS OR HARD SURFACES. CHECK MANUFACTURERS CALCULATOR CHART FOR NUMBER OF PANELS RECUIRED FOR EACH SIZE TREE. AV>JLABLE FROM: DEEP ROOT PARTNERS, LP. 345 LORTON AVENUE, SUfTE 305 BURLINGAME, CA 94010 (BOO) ILV-ROOTS, (415) 344-1464. IRRIGATION LEGEND IRRIGATION LEGEND SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION DETAIL ~ RAINBIRD EFB-CP-PRS-8 PRESSURE REDUCING BRASS REMOTE CONTROL VALVE, SEE PLAN FOR SIZE C ~ NIBCO T-113 GATE VALVE, LINE SIZE D HEAD SYMBOL LEGEND MAKER MODEL NUMBER-DESCRIPTION NOZZLE -1,-t RAINBIRD 1806 SAM 6" POP-UP SHRUB SPRAY BH,BQ w RAINBIRD EXISTING RAINBIRD CONTROLLER -VERIFY LOCATION IN FIELD REFER TO IRRIGATION DETAILS AND NOTES SHEET NO. ___14__. >JPPROVED APPROVED PVC SCHEDULE 40 SLEEVES, LOCATE (2) 4" AND (1) 2• SLEEVES. 8 PVC SCHEDULE 40 LATERAL LINE, SEE PLAN FOR SIZE B 1/ I I I I I I I I I VAf.VE NO./ ~ CONTROLLER SEQUENCE ~ 0.QCJ'GPM VAf.VE SIZE 1" SAN, M\GUEL DR\\JE. 0 0 VENT CONC C -- T. _/ CA ... :~------- D s ------ ___ _.,..... --------:::l r----------------C NEW MAINLINE P.O.C.NOTE CONTRACTOR TO CONNECT NEW AND EXISTING VALVES TO NEW MAIN LINE. MAINLINE AND BACKFLOW DEVICE PER KFM STREET IMPROVEMENT PLANS (DETAIL D, SHEET 2). CONNECTOR TO MATCH NEW MAINLINE. I I ,-, lit-I ~I I st~ EXISTING CONTROll.ER/llME CLOCK EXISTING COl'!TROLLER HAS AVAILABLE STATIONS FOR VALVE 8-5. PLANT LEGEND SVM. QUANTTTY SIZE THIS SHEET 4 %" BOX 0 128 S GAJ... PATTERN GPM PSI RADIUS DETAIL 150• I 90• .41 I .21 25 • BOTANICAL.NAME FICUS RU61GINOSA \ RHAPHIOLEF'IS 'AAI I E~INA' 7' A VALVE BOXES (DOMESTIC) ALL REMOTE CONTROL VALVES, GATE VALVES AND PRESSURE RELIEF VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS, COMPLETE WITH LOCKING GREEN COVERS. ALL SHALL BE CARSON OR AMETEK OR WPROVED EQUAL, AND SHALL BE MARKED INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VAf.VES WITH 1" HEAT BRANDED LETTERS. MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES. 1800 PCS SCREEN PERFORMANCE LEGEND CONTRACTOR SHAU. PROV!OE AND INSTMJ.. PRESSURE COMPENSATING SCREENS TO REDUCE RADIUS lHROW TO TI-!E PROPER HEAD TO HEAD LAYOUT DISTANCE AND AVOID 0\/ERSPRAY. DO NOT ADJUST RADIUS SET SCREW ON NOZZLE TOP TO REDUCE RAf)IUS TI-lROW. STANOAAD olc SIIALL RADIUS SPRAY PATIERNS AND UMBREU.A BVBBl!RS IIOOEL PCS-010 PCS-020 PCS-030 PCS-0-IO PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS-370 GPM ., .2 .3 •• .6 .9 1.25 1.75 2.6 3.7 COLOR PUR!'LE -SILW! ORANGE Bl.'l:l( WHllE GREEN 'lW.OW BLUE RED BF --1' 1' 3' 5' B'f BH -2' •• 5' 7' a·1 sr -3' 5' 7' a·1 SQ 2' 5' 7' B' f REtOIIMENOED HOZZI.E/SCREEN COMBll'l'.TION l1l H:!ilE.\'E OOAUlG PERfURMANCE AT :SO PSI. IKllE: SGREENS WERE 1ESTED AT 50 PSI FOR 10 MINUTES PRIOR l1l TAKING DISTANCE MEASUREMENlS. Dl5rANCES MAY YNrf SIJGHllY WllH HIGHER PRESSIJRES AND I.ONCER RUN TIMES. COMMON NAME APPROX. REMARKS DET./SHT. SPACING RUSTYLEAF FIG PER PLAN STANDARD E,G I SHT. 14 WIA HAU/THORN :,'-o" o.c. F / SHT, 14 BACKFLOW DEVICE \__ EXISTING CONTRACTOR TO PROVIDE NEW CONTROL & COMMON WIRE FROM CONTROLLER CABINET TO VALVE. PLACE IN NOTE, RE.FER ro SHEET 1.2 FOR PLANTING PET AIL$, SPECS, AND NOTES L.J TEL SCHEDULE 40 CONDUIT IN TRENCH ADJACENT TO EXISTING WIRES AND MAINLINE. POTHOLE AS NECESSARY TO DETERMINE LOCATION OF EXISTING MAINLINE AND WIRES. ALL DAMAGE TO BE REPAIRED TO ORIGINAL, FULLY OPERATIONAL AND PROTECTED CONDITION. RESET 4 EXISTING VALVES AND EXISTING CONTROL AND COMMON WIRES IN NEW LOCATION PER STREET IMPROVEMENT DRAWINGS. SAN \ M\GUEL DR\VE. ' r,.~DSC4 J>.. GRE; fJ) 5j ..... ~ -~ C> "' uJ 0 "'.\~::::::-~;:::::~, ... ' -' ' ' ' , ' ' ' ' , ' ' • I ' CLARI< & (,REEN Associates Landscape Architecture ' ' ' ' ' I /l ' ' ' ' I I I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' , . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I ~f,' \ . ' ' ' ' ' , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' .~ 6.0 ~ PREPARED BY, \ )A.----· , . \ , -. -- ~ <JGV< ~ ~ ~ ~! ~ ~ ~ ~ CLARK l GREEN ASS□CIATES 150 PAULARIN□ AVE., STE 160 C□STA MESA, CA 92626 Phone (714) 434-9803 DATE BY .- s i ~ :.-\ :c. C :;u OJ ~ 0 • DESCRIPTION REVISIONS REVIE.WED NOTES' I. MUI-CH AU. LANDeCAPE AREA WITH A 2" L/4"11:1'1; MIN. OF FOREST R..00R (0'4'), A5 MAN.JFACTIJRED BY AGUINAGA FERTO...IZER COMPANY OR AFFOYED EQUAL PI-IONE' 949-786-9556 FAX, 949-786-$74 2, SEE SHEET 10 FOR STANDARD Pl.ANTING DETAO...S. ;,, SIDEU.IAUC LAYOUT FER STREET IMPROVEMENT PLANS, SCALE: 1"= 20· C-3311 CllY ENGINEER DATE SAN MIGUEL DRIVE LANDSCAPE AND IRRIGATION IMPROVEMENTS DESIGNED DRAWN CHECKED DATE CnY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 1 3 OF 1 4 ~ z > C 0 ' jj 0 ~ • ,; " z Ill !" " m ► :0 C ~ 0 TI z " I " ~ ti~ I D r D > 0 -· ~ m D 0 " ~ 0 m D " TI §. z • ~ < z o • GJ ' C z e -• J z -m > C 0 " jj 0 ~ -> < ' > z .m "~ 0 ► :0 r ~ ~ 2 " -.,,, --.,I: ~ ~ z I 0 D r 0 :::::i ~ 0 0 D ~ " TI 0 ll m " TI • ~ z < " ~ GJ GENERAL IRRIGATION NOTES 1. ALL MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL BE A MINIMUM OF lWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING SURFACES. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PY'C SCH 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED, ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 4. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER PER PLANS. 5. FINAL LOCATION OF THE BACKFLOW PREVENTER AND AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. 6. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS, UNLESS NOTED OTHERWISE. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 7. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 8, THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, CURBS, ETC. 9. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN IYmilN PAVED SURFACES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFIERENCES, LOCATION OF UTILITIES, ETC. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK, THEY SHAU COORDINATE THEIR WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER ROADWAYS AND PAVING, ETC. 11. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AND A MAXIMUM FLOW DEMAND INDICATED ON PLANS. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE ENGINEER. 12. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL MAKE ALL THE NECESSARY REVISIONS AT HIS OWN EXPENSE. 13. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHAU BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 14. THE CONTRACTOR SHAU PROVIDE REDUCED RADIUS ARC PLATES OR SPRAY RADIUS ADJUSTING STRAINERS OR PRESSURE COMPENSATING SCREENS (PER PCS SCREEN CHART ON IRRIGATION PLAN) AS NEEDED TO REDUCE OR ELIMINATE OVERSPRAY ONTO WALKS, STREETS, WALL, ETC. OR OTHER AREAS AS DIRECTED BY THE ENGINEER. 15. ALL REMOTE CONTROL VALVES, PRESSURE RELIEF VALVES, GATE VALVES, QUICK COUPLERS, CONTROL WIRE AND COMPUTER CABLE PULL BOXES SHAU BE INSTALLED COMPLETE IN SUITABLE VALVE/PULL BOXES COMPLETE WITH LOCKING COVERS, GRAVEL ROCK, ETC. AS SHOWN ON DETAILS. THEY SHALL BE CARSON, AMETEK, OR APPROVED EQUAL AND SHAU BE MARKED INDICATING CONTROLLER AND STATION NUMBER FOR CONTROL VALVE BOXES AND/OR AS TITLED IN THE EQUIPMENT LEGEND WITH 1" HEAT BRANDED LETTERS. ALL APPROVED BOXES SHALL MAINTAIN 18" DISTANCE FROM ALL HARD SURFACES AND LOCATED IN INCONSPICUOUS SHRUB AREAS ONLY. 16. ALL CONTROL AND COMMON WIRES SHALL BE MINIMUM 14 GAUGE COMMON WIRE SHAU BE WHITE WITH DIFFERENT COLORED STRIPES FOR EACH CONTROLLER. CONTROL WIRES SHALL BE DIFFIERENT COLORS FOR EACH CONTROLLER WHEN MULTIPLE CONTROLLERS ARE UTILIZED. SIDEWALK Dee~Root -UB24-2 INSTALL 10 LINEAR FEET AT EAC!-l TREE LOCATION CENTERED AT TREE, AT BOTl-l CURB AND SIDEWALK, SIDEWALK .. .. " "' "' : __ ~ --. -·-. .. •,· -... _ .... •. ;f_. -... • = : . . . --. - -.;;-· --.-~---·· .. :; .•• ~--.. '. .. ,.-: GROUND LOCKS TO FACE TREE ROOT BARRIERS F E D 2x DIA, OF ROOT6ALL ,,,--30-INCI-I LNEAl'i! Ll=NGTI-1 OF W~ COILED ,, WATI:R FROOF CONNECTION (I OF 2) _,,--IDTA6 ~ANCiU!.AR FLAl>TIC VAL.YE 60X WITl-! ,,---LOCKING COYER UeFJ EP 111111-l 3" I-IT. J-IEAT ~ LEI l&b ,NDICATING • CONIROLI..E!R AND STATION NJMeER ,,----FNl6!-I ~OP OF MJJ.Q-1 ½" IN 11.IRF AND 2' IN SI F" e AREAS ~~VAL.YE ,,----FER RRIGrATION FLAN ANO LEGEND ~,,.,....--FVC SCI-I eo NIFPLE (CI.OE!S ,,..--FVC SCI-I eo EU. --PVC MAINLINE PIFE --PVC SCI-I eo TEE OR al. '--PVC SCI-I eo MALE TOE NFR.E --PVC 5C1-1 eo UNk:lN SLIP/SLIP '--PVC LAll:RAL PIFE ~-6' MINMJM DEPTI-1 OF WAel-ll:DPEAGRAva. SHRUB PLANTING C REMOTE CONTROL VALVE 'TREE CAUPSR 0-3• 3"-r CABLE CLAMPS (2) 1/16" (2) ,;a· 1/16" 1/8" ''° fSB 18"-20" 2·-20" 12" 21" TURNBUCKLE NOTE• PLANT PIT TO !3E I" LESSTHANFi!OOIBALI.. DEPl1-l. CROJJN TO srr AT I" TO 2" Ae0YE GRAi:le. SECTk:lN N.T..S. TREE GUYING MN. N01E• 1/2 .. , .. 3•-30· 30' _, , ~---!ET ,re: P!..Ur-a l"RIOR TO Gl.JYINC, ~---F'VC 1l.J61NC, ,r----CAel.J: Cl.AMP ~--GALVANIZED A~ Cc\BLE ~-ZINC PLA'TI:D TURNB!.1CKLE ORIG~ ROOTeA1..1.. 2" LAYER O!= ttJLC!-1 <NOT REGlllRED IN !!LOFE CONDITIONS) 6" WATER 6,6,SIN. REMOVE to.FTER 2 111:EKS EXCAVA'I!: 50IL S TIMI:& THE WPTI.f OF ROOTeALL BY-12" IN DEPTJ..I ANO AMEND ~);% //-__~'v' ~~~~::<'::::,:;. ~-~KFIU.. MIX FIRM 13.1T NOT COMPt-c'TED N~~--j',~--1"1:Firrll..lZER T.c\BU:TS PER '"""' PLANTING NOTES ,; -;:;' , .. /, '-+-------,aJT CIFCI FP AND MATIED 2x DIA OF ROOTS !'ROM N.lF<$ERY ROOTeALL ROOTeALL .,,,-----a11DBUALK, a.JRS, WAU.. ETC. ,,.---ROUND PLA&TIC VALVE eox Wm-I !..OCKING! COVER LAeE1.ED WITH 3" HT. HEAT eRANDED L.1::1 ,ER&-" G,V 11 ,,, FINISI-I GRADE/TOP OF 1'1JLCH ,,--,t:,A'Te VALVE iW ER ,0 IRRIGrATION PLAN FOR MANUFAC~ LINE SIZE T'r'PICAL ,,----!31'<,'155 UNION ,.,.---f3" MINll"1JM DEPTl-1 OF 314" WASI IED PEA GRAVS.. BRICK 5TABLIZER I. VALVES UP TO 2" DLAME,ER 5HAU... HAVE MAI I FABLE IRON TEE HANDLE5, VALVES LARGER T1-IAN 2" 51ZE.5HALL HAVE 5GIJARE OPERATING, NUT5. GATE VALVE PREPARED BY• B A CLARK & GREEN ASS□CIATES SECTION Yl6P MAINLINE, LA1ERAL, MAINLINE AND WfRINC, IN PIFE LA~ PR: WIRINC, IN CONDUIT 11-E 6AME TRENCJ.I •-I - FiEFBa! TO SPB:Ft::ATl::lNI!, FOR FF'E Bl.RI.AL DEPTH FLAN Yll3IJ RUN WIRINC, !3Ef-.E..<l.11-1 AND BESIDE MAINLINE. TAPE AND BUNDLE AT IO-FOOT NTl=RVALS. NOTES• AU.. 60!..YENT ."""-.... -PLASTIC PIPING TO !3E SNAKED IN ~MSJ.IOWN. WR!: W/0 CONCUIT TE A 24-INCH LOOP IN AU.. WIRING AT CHANGES OF DIRECTION OF 30• OR G,REA,a;a, UNTE AFTER ALL CONNECTIONS HAYE BEEN MADE. I. S1..B:V1: !3EL.CIIJ .ALL HARDSCAPe ELEMENTS WITI-I SCI-! 40 PVC lWICE 11-E DIAl"ll:I1:k <,ii' 11-E PIFE OR WIRE BUNDLE WITI-IIN. 2. FOR PIP!= AND WIRE Ell.RIAi.. PEPT1-IS SEE SPECIFICATIONS. 3. kb Ek TO STANDARD SPECIFICATION NO. 1760 FOR PIP!= AND WIRE BURIAi.. DEPTI-IS LINDER PAVEMENT. TRENCHING •• . ' •, ~ ,' . ' . ' . ,. •'• =I ' z r: N SHRUB RISER _.,,----SIDBIIAI..K, CUJ.!e, WAU.. ETC. II-ITT=ill-I I 1=iTT-'' flE'I I l=fll=W· II=m=TTT-rr-•-r, ... ,- FINISl-1 GRADE l!FRAY-POP~ &FRINKl..l:R 1W Ek ,.:> IRRIGrATION PLANS FOR BODY-ANO NOZZLE SPEC. PVC SCH eo NIF'PU: (LENG,TJ-1 Aa R5(21~) PVC 6CI-I 40 ELL MARI.EX alREE, ELL FVC SCH eo NFPLE (LENG,11.f M, R5(21~) PVC LATERAL PIPE REVIEWIED 150 PAULARIN□ AVE,, STE 160 C□STA MESA, CA 92626 CITY ENGINEER DATE CLARK K GREEN Associates !andu:ape Architecture Phone (714) 434-9803 DATE BY DESCRIPTION DESIGNED DRAWN REVISIONS CHECKED DATE C-3311 SAN MIGUEL DRIVE LANDSCAPE AND IRRIGATION IMPROVEMENTS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5751-S SHEET 1 4 OF 1 4 I I ~ n ~ m " • < 2 C < ~ " " ~ z I D r D n D ~ ~ 0 ~ 0 z - 0 ' ~ , > s " z m n D C m D ~ ~ D ·I 1-1 I ~ s; z I D r D m n ~ il □ " m a " " ~ " z 6 C le z • m . " . □ -" -, ~ • < " z "' n "' r Si D ~ z ► " ~ z I D r D ~ n 0 D " ~ 0 " m 0 " ~ • < 2 5 . C z < z C :;: []J m JJ Cl) 0 ;I ~-i--~ _j,,_.z ,:c "::;: _ru m JJ ~ ., "' -- TC .. II ' ' ~ I • ' -~ f~ -!., ~ i z p GJ -;r. § I ft:;: faffi JJ -.,I: --~ 0 JJ ~ z G)