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HomeMy WebLinkAboutP_5177_Sci -,. -;; ... L ~ "j ''l;) r•. " \_'.. .. , ~ \ r ' VICINITY MAP NOTTO SCALE "i• '-ct ~ ~ ADAMS AVE. C!TY OF COSTA MESA VICTORIA ul ~ 19TH ST. ST. BALBOA ISLAND UPPER NE:;oRTj;.a·--d~"'"-::: TY . OF BISO, 1 WPO T 1= EAC / ---- -BAY --{,E:. p LOCATION ~"' CITY OF IRVINE U.C.I. ' ! \<x:-,'.,r,.f :. 1 "f[j ' . ·~ ,,.:: ~ . Ill > <( z C) I- <( z !Y. <( \J \lSCAPf ., ,,;,. ;? ""''.• ?,.-;,, ....., c:.:.i '., -~11:1. 389 "" '~ SIO:NA'flJRt -30~bl / CITY OF NEWPORT BEACH PACIFIC COAST HIGH\A/AY MEDIAN HARDSCAPE a LANDSCAPE IMPROVEMENTS GENERAL NOTES 1. ALL WOR.K DETAIL.ED ON THESE PL.ANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITr''S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, 6E CONDUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBL.IC WORKS CONSTRUCTION," 1997 EDITION, AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHO'v</N AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND EL.EVATIQN IN THE' FIELD PRIOR TO BEGINNING CONSTRUCTION. 3 CONTRACTOR SHALL REMOVE: AND DISPOSE OF EXISTING LANDSCAPE AND IRRIGATION FROM MEDIANS AT HIS OWN EXPENSE APPROVED: ill > . <( IL <( ill ...J z 01 Ill IL NEWPORT BEACH PUBLIC WORKS DIP-ECTOR DATE 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92860 TEL (949) 251-8999 PACIFIC COAST HIGHWAY EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) ORANGE COUNTY SANITATION □!STRICT COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY 1 (800) 624-8153 1 (800) 611-1911 611 1 (949) 644-3011 1 (714) 962-2411 1 (949) 542-6222 1 (800) 227-2600 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NIGHT 1 (800) 634-0251 1 (800) 895-0221 611 1 (949) 644-3717 1 (949) 542-6222 1 (800) 227-2600 APPROVAL RECOMMENDED SHEET INDEX: 1 COVER SHEET 2 CONSTRUCTION PLAN . Ill ~ ill n. 0 Ol l-o ...J Ill I I 3 IRRIGATION Pl.::.AN $. PLANTING PLAN 4 IRRIG. $. PLANTING SPECS. APPROVAL RECOMMENDED PACIFIC COAST HIGHWAY MEDIAN LANDSCAPE ro (CORONA DEL MAR) I DATE ~l11\oo ., l"::!::N!::E::!.WP~O,!:RT!ldB!.!!E!l!lAC~~~::___ro-AT_E....J__B_Y....J_ _____ DE_S_CR-IP_T_IO_N ____ ,1..A_PP-'D-1.i.;;D::,;ES;.IG;N:;;E:;::D:.z;::;;D;RA;.;:;W:;;:N;::::::..J-_C_I_T_V_O_F_N_E_W_P_O_R_T,.....B_E_A_C_H_-,-p ___ 5,_77-7,:-,.---s--l! GENERALSERV, REVISIONS CHECl(ED DATE PUBLIC WORKS DEPARTMENT DEPT, 3~ 17~00 SHEET 1 OF 4 ~ B ,,..,. F - ~· ft ~ t © ~ ~ "" ~ ~ ~ r> (j (a,) ~ "1,,b .. -0 ~ ~ ~ ~ :it 6' ~ 'Y ~ Q_ "'v h 0 ~ I w ~ z 0 i- <( z Ci <( u GEN:i:RAi.. NOT£$ AND SPE.ClflCATiON5 1. GENERAL NOTICE TO CONTRACTORS I I I I w > <( I.L <( w _J z Ci w lL All CONTi?.ACTORSA~D SU!CONTRPC!ORS PERfOfu~ING WORK SHOWN ON OR RE!AlID TO THESE PLANS SHALLCO~DUCTT"□R OPEIIA]ONS SO THAT All ,MPL!JYEESAAE POOV!DED A.SAFE: FVCE iO WOKKANO 11lE PUBLIC IS PROTECTED, ALL CO~O~ .mD SUBCO~IWCrOR5 Gf-tALLCOMl'LY\VliH THE "CCOJPAT,ONAL SA.fETY AND Hr:Al.iH ~LP-.:iONs· OF THE U .5. DEPARTMENi OF LA.Wf(, AND wrn, Tl-IE STATE Of CAUfORN1A DEPARTMENT CF !t-.'DU$T~ ~lAT'.ON$' ·coNS11WctlCN SAr'TIY 0!2DERS", THE OWNER A\'V 0\1MER5' REFRESENTATIVE5 S!¥.tl NOT SE RESPONSIBLE !N A',ff WAY FOR THE C0/lff;]A.'i0RSAND 5USCQNTAACTOK5 COMP!JANCE \VITT-I SA'D REGULAll:'.JNS ftND OWERS. CONTRACTOR RJRTHERAGRF.ES THAT HE .SPALL ASSUME S.il.EAND COMPLETE RESPONSIB!UiYFORJOB S!TI:CCNDmONS OO~NG'THE COUR5E Of CONSTl<JJCTION OFTM1S PROJEC'F, !NCWDING SA9:TYOF AU. PE1<50N!::i A"'ID PROPERTY: it!AT TH!; REQUIREMENT SHALLIIPPLY XiNTINUOUSLY PND ~lOT BE UMIT!:.DTO NORMAL WCRKING HOU~: AND 111/\TIBE CONTR'CTOR SHAU D&"END, 1'TIEMNWY .ANO HOUl THE OIUNEl</IND HIS l'El'liSENTATNE HAAMlES$ Fl'.OM ANY A~D fJ.l llAlllUTY, REl,l ORAU.l'GED, IN CONNfCTION \\\TH THE !'ERFO~~ANCE OFWOl'K ON Tlf6 F!IDJECT, EXCEPTING i'OR UAIJllJY ;\11J,lf/G filOM THE SOLE NEGUGfNCEOFTHE OWNER OR HIS IEPRESEN1Al!VE, IT SH.AU BE THE CONT~ORS R.E$PONS131UTYTO ASCERTAIN ;li): LOCATION er All. UNDEP.GROUND UT'iUilES OR STRUcn.JRES FROM !-lELO l'NVE.SilGAflO~ ~D AVAILABLE RECORDS P!<JORiO COHMENCil':G AW EXCAVATION. 2.CONCRETE: C81EN1' FOR CONCRETE Sl-W.L BEA STAND.A.RD BRAND M.EETINSTHE Rl::QUIREME.NiS FOR TYPE V CEMENr or ASTM GPEC1FlCATIONS C-1.SO "?O!mAND CEMHiT. MlNIMU!"1 COMFRE$SiVESTm-iGTH OF ALLCbNCP...erE SHAl.l.BE 2,800 PSt lN :W DAYS. 61/2 5.ACK MIX wrrH A5' MAX GWMP. THE LARGEST PAACf!CAl. GlZE OF COAAAE!'eGREGATE ur:o 1/.T S .. ALL BE USED iN THE CONCRETE. VERIFY ON SITE r--COLORED WMINTE STRAIGKT S11NG I Gi<ADIENT TO Of'POSfTE CURB CURB TYPICAL MEDIAN SECTION GENERAL CONSTRUCTION NOTES: ALL CONCRETE WORK SHALL RECEIVE 3/4' "FIEIERMIX STEALTH MULTIFILAMENT FIBE1<S" AT 2 LBS. PER CU. YD. CONTl<ACTOR SHALL PROVIDE 1/2" EXPANSION JOINTS AT 10 FT. O.C. LANDSCAPE AND ll'!RIGATION CONTl<ACTOR SHAl-L PROVIDE i8" DEEP MOISTURE BARRIER ON EDGE OF ALL Pt.ANTING AGAIN5T STAMPE:D CONCRETE. Contractor Sholl Use flbermlx Stealth Multlfilament fibers In all Concrete fibermlx Steo!th fiber Is a secondary reinforcement for concrete crack control. Flbermlx Stealth fibers are not recommended for Increasing control Joint spacing. Application Rate• The standard range of addition of Fibermlx Stealth flbers Is 2.0 pounds per cubic yard of concrete depending on performance requirements. Flbermlx Stealth multWdoment fibers Is avalloble 3/4" !eng+hs. Fibermlx Stealth fibers may be added before, during or ofter the charging operation• at the central mix plant or In the truck mixer. Abermlx Stealth nbers are unlfonnly distributed throughout the concrete ofter mixing at the rated time and speed. Overmb<lng will not alter Its performance. Gulde speclfkatlon Synth~c fibers will be 100 percent virgin polypropylene mu~ifllameilt bundles extruded from polypropylene resin containing no reprocessed olefin materials. Flbers must be speclflcolly manufactured far use as concrete secondary reinforcement and be olkollprocf. Abers must comply with cppllcable building codes and ASTM C-1116. Fiber shali be manufactured by Flbermesh d~lslon, Synthetic Industries, 4019 Industry Drive, Chattanooga, Tennessee, USA. 37416. (615) 892-724} j 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL, (948) 251-13988 0 ~ ~ ~ ~ 'IL ~ 0 10 ::10 07 0 0 0 0 0 @ • CONSTRUCTION NOTES: REMOVE EXISTING AC. PAVING AND REPLACE W/ 4" STAMPED BOMINITE: CONCi<E:TE TO MATCH EXISTNG CITY MEDlANS. PROVIDE EXPANSION JOINTS AT 10 FT. O.C. REMOVE EXISTING AC. PAVING FOR LA!<GER PLANTING AREA EXISTING PALM -PROTECT !N PLACE (REMOVE ALL OTHER SHRUBS) EAST END OF THIS ME.ADJ.AN HPG PART OF THE OLD COAST HIGHWAY UNDER IT. SEE DETAIL. EXISTING IRRIGATION VALVE LOCATION. BREAK THROUGH EXISTING CONCRETE A MIN. OF 12" /2J AT 3 FT. O.C. FOR A TOT/'L OF 3 LOCATIONS AT LOWER END OF MEDlAN. AUGE:R A MIN OF 4 FT. DEi:oP AT EACH OF THESE' LOCATIONS AND FILL W/ GRAVEL. -SEE DETAIL. LOCATE PER THE DIRECTION OF THE CITY ENGINEER 2 4 ·- ' w > <( w a.. a Ci i-- 0 _J w I BREAKTHROUGH EXISTING CONCRETE A MIN. Of12"0 AT3 ff. O.C. FORA TOTAL OF 3 LOCATIONS AT LOWER END OF MEDV-N. AUGER A MIN OF 4 FT. DEEP AT EACH Of THESE LOGIITIONS AND FILL Wf Gl1AVEL • SEE DETAIL.- c<EMOVE EXIS11NG / REPLACE W/ CJ.EAN TOP SOIL -~ FINISH Gl<.AOS CLEAN TOP SOIL .APFl<OVED BY THE Cl'N' FILTER FABRIC--;;::::-:::-:::-H-Wc MEDIAN DRAINAGE SUMP IN PLANTING AREAS CONSTRUCTION NOTE': ti6 I :;• OF A.C .. ---i~ 6" OF ROAD BASE--<>/,',!! 3'0FAC,.--::,;;:.j 12' OF CONG>2E I co -- (OLD PCH) SUSbose EAST END MEDIAN EXISTING CONDITIONS CONSTRUCTION NOTE #4 I CONSTRUCTION PLAN APPROVAL RECOMMENDED NEWPORT BEACH CITY ENGINEER PACIFIC COAST HIGHWAY MEDIAN LANDSCAPE (CORONA DEL MAR) DAT!: BY DESCRIPTION 40 REVISIONS DAT~-------- APP'D. DESIGNED DRAWN CHECKED DATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2 Of 4 'I 1!i ~ I ~ § " I< I i? ;I ~ i ~ i i iii ~ " I 0 " " z i ~ r ~ § ~ :e ~ ! w " i " "' ~ /;; ~ " w li! " ls '" :'l I j c5 '" 0 ~ "' ti! "' iE m ~ "' " ls ~ ffi ~ I " w ~ ~ li l'i ~ 'S ,, a: ~ ~ ~ .; i,, ljl " w * lll i,, @ !;I !11 ! l" " f,'j I ~ 0 1i " l1 a; i ~ 0 fg ~ ci ~ ~ ltl ,, 6 z !!I ! w ~ ! '" '1l " "' !l1 t;1 Ill ~ I w I 3 '! z \' § t!; I ~ I g ; ; :I . 1ii ~ ~ "' ~ "' .,, / I • - if', iJ F"' f" -, ~· ' , - ~ ' ',. rx,, ·1 ,, \ -~ "7~-. ~ \.._} ~- \ .I d t - ~ ~ ,,.,_, 1. f". 5 "' i "" ~ -,:) ~> ,ii ~-°<:I I P.o.c. LOCATION AT EXISTING VAL.VE BOX --- l"HE FOLWWiNG ISACOMrVTERiZED COUNT OF AI..LSHRUES. C.ONTJ.:).CfORSrlAU. VE~N THe FOLl..O\VlNG PJ.ANTTOTAl.SA~D NOTiFYTHE 1.ANOSCAPE .Al<CHITECT OF A'M DLSCREPANCIE.5 BETWEEN tHE NlJHBER OF P!A"JTS SHO\V:\! ON THE PLAN AADTHE iOT.4-!S IJSTED HERE: ON. SYMBOL. QUANTITY HEM-HYS .215 PHO-JAC 68 34' TO P.O.C. GAf-Mrr HEM-HYEl SHRUBS SYMBOL 60TANICAL NAME' HEM-HYB HEMEROCAUJS HYBRID COMMON NAME DAYIJLY PHO-JAC PHORMIUM TENAl< '.JACK SP!<ATT DWA'<F BRONZE FLAX Gl<OUND COVER SYMBOL BOTANICAL NAME GAZ-Mrr GAV--NL.<\ 'MITSUr COMMON NAME SEMITRAJUNG YELLOW Al.I... DAYl..U .. IE5 SHALL BY SUPPLIED BY 0DeSlgn It CONTACT TOM JESCH AT (714) 960-1727 DAYL!LlES TO BY HYBRID ·RUSSIAN RHAPSODY 1, CROWN OF Pl-ANT TO BE 1• ABOVE: F!N!SH GRADIS :2. 4" HIGH TE'.MPOJ'.',,A,RY BASIN . .3, :r THICK SHREDDE!D MULCH DO NOT USE BARK CHIP$ WHISRE PLAN CAJ..L.S FOR MUL.CH COVER 4. PLANTING TABS (SEC SPECS.) .5. BACKFILi-MIX {SEE SPECS.) 6. DtG HO!-E A M!N. OF 1 V2 X THE: DEPTH OF THE PL.A.Ni CONTAINER 7. COMPACTED BACKFILL PER SPEC. SHRUB PLANTING DETAIL NOTE; UNTANGLE: MA.TTE:.:D ROOTS BY LOOSENIN6 ALL-ROOTS AT ED6E OF ROOT BALL WITH WAISR FROM HOSE. DO NOT CRACK i<ClOI 6At...t.,,. SEE CONSTRUCTION PLAN--'o STAMPED COLOR~ CONC. 4" THICK. POP UP SPRINKLER MULCH ---------- ~---,-----18' EARTH SHIELD VAPOR BARRIER SY LANDSCAPE CONTRACTOR TYPICAL MEDIAN SECTI.ON PHO-JAC SIZE'. DESCRIPTION 0 OBSTRUCTIONS WHEN VERTICAL 06ST!<UCTIONS (IJ11U17ES BOXES. STREET UGHTS, TREES, ETC.) INTERFERE \MTH THE SPRAY PATTER!,/ OF 11HE SR<JNKLER He.ADS SO AS TO PREVENT n<OPER COVERAGE, THS CONTRACTOR SH,6,J..L Fl8LD ADJUST THE: SR<INKl..i=R SYSTEM BY INSTALUNG A QUl"RrER CIRCUE OR HALF CIRCUE SPRINKLER HEAD ON EACH SIDE OF THE OBSTI<UCTION 00 AS TO PROVIDE PROPER COVERAGE, ALI. ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. . @ NOl<TH I 10 20 SCALE: 1" = 10·-o· ONE'. GAL CLUMJ:\NG SLENDER AACHING LEAVES TO 2 FT. WI CL!JSTERS OF TALL STEMMED UI.. Y UKE FLOWERS. ONE GAL. PERENNL.<\L W/ 18 IN. LONG COPPERY BRONZE SWORD,UKE VE1<71CAL LEAVES FROM EASE SPACING DISCRIPTION 0·0.c. SEMI Te1.AJLING GROUNDCOVER TO 8" Wi 6RJGHT YELLOW D."JSY FLOWEl<S. EDGE OF PL.ANTING NOTE: AJ..L. MASS PL.ANTED SHRUBS AND GJ;<!OUNDCOV.ER SHALL. BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHEoRWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH AU. PLANTING AREAS PEaR SPEC. GROUND COVER AND SHRUB SPACING 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 82650 TEL. (949) 251-8889 IN THE EVENT THE:RE IS FIELD MODIFICATION CONTl<ACTOR SHALL USE THE FOLLOWING CHARTS FOR SIZING IRRIGATION EQUIPMENT. CL . .:315 PVC PIPE. GPM 5 TO 9 10 TO 1!S 16 TO 25 26T0.3:2 33 T050 51 T070 71 TO 100 PIPE: SIZE. ·GPM3/4" GPM1" GPM11/4" GPMl 11:2• GPM:2" GPM21/2~ GPM..3. GUIDE FOR SIZING PIPE SLEE;VES MAIN/ LATERALMIN. SCH 40 PVC Pl?E SIZE: v::r 3/4~ 1· 1-1/4" 1-1/2" :,· :2-112· 3· 4• 51..EEVE!: REGlU!RED 1' M/4" :,· IRRIGATION LEGEND "' TORO V TORO 570Z-12i'.' 12" POP UP SPRAY Hl=.AD 10H-MPR 10 .71 HA!.P " TORO 570Z..12P 12" POP UP 5PAAY HEAD 10T~MPR 10 0.52 11-ill<D " TORO S70Z.12P 1:2' POP UP SPRAY HEAD 8H-MPFI 8 SO 1-'ALF 1£] UNIK EXSTING .. FE6CO 825'( 6) GRISW,.oJ.,.D DWSERIES (!) MINBIRD 44 El) MA.TCO 7545El'?JES L..<\TERAL 1. RAINBIRD UNlK BATTERY OPERATED CONTROLLER. EXISTING BATTERY OPEPATED IRRIGAWJN CONTROLLER SEE DET/JL BELOW 1" RP. BACKFl.CJW DEMCE. AUTOt--"'!.A'TlC lRRlGA110N COl'JTROL VAL.VE QUICK COUPLING VALVE 6RASS SAU. VALVE UNS SIZE (2) P\/G CLASS 315 ,,-----;14 17 10. COMMON RED BRICK -FOUR (4) REQUIRED. 2. ATTACH CONTROLLER TO SIDE: OF VALVE BOX. 11. PRESSURE MAIN LINE PIPING TO RP. DEVICE-REFER TO IRRIGATION L.EGEND FOR TYPE AND SIZE. 3. WATER PROOF \\/IRE CONNECTORS. 4. ELECTRIC CONTROL VALVE - REFER TO IRRIGATION LEGE:ND FOJ<: MANUFACTYRER AND MODEL. ' 5. NDS 11.3BC VALVE BOX WITH L.OCKING COVER 6. FINISH GRADE-VALVE BOX TO BE FLUSH WITH GRADE IN TURF AREAS AND 2' ABOVE GRADE IN GROUND COVE!< I SHRUB AREAS. 7. BRASS NIPPLE, (CL.OSE). 8. PVC SCH 40 ELL. I 9. PVC SCH 80 NIPPLE, LENGTH AS REQU:RED 12. SCH 80 NIPPL.E (2 INCH LENGTH. HIDDEN) AND SCH 40 !=LL. 13. PRESSURE MAIN LINE FITTING, TEE OR ELL. 14. PVC SCH 40 MAL.E ADAPTER 15. PVC LATERAL LINE PIPING -TO SPRINKLEl<S, REFER TO IRRIGATION L.EGEND FOR TYPE AND SIZE. 16. PEA GRAVEL. MINIMUM DEPTH OF 6 INCHES. 17. BRASS BALL VALVE: 18. BRASS Ut,,:IQN REMOTE CONTROL VALVE WITH BALL VALVE 6: UNION ~----------------7 I """' I I ~~ ~~---::!,,-I 4 6J-t----i j: 2 3 REVISIONS I I I I r---@ I NEWPORT BEACH CITY ENGINEER 3· ~ .rJ a - \J f" ~ ~ J s: <l -,, a;\ J "· i ,J "' i: 7l 0 j_ Q_ ~ .-----------------------------------------------------------------------------------,------------------------------------------------------------------------------------,1<1 f,j GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS THE CONTRACTOR PERFORMING WORK SHOWN ON OR RELATED TO THESe PLANS SHALL CONDUCT THEIR OPERATIONS 50 THAT ,ALL EMPLOYEl=S ARI= PROVIDED A SAFE Pl.AGE TO WORK AND THf= PUBLIC IS PROTeCTeD. THE CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL. SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR. AND WITH THE STATE OF CALIFORNIA DEPARTMENT OP INDUSTRIAL RELATIONS' ·coNSTRUCTION SAF!',TY ORDERS". THE CITY SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REaGUI..ATIONS AND ORDEaRS. CONTRACTOR FURTHER AGRE'ES THAT HE SHALL ASSUME SOLE Af:-ID COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFE7Y OF ALL PERSONS AND PROPERTY: THAT THIS f<EQUIREMENT SHAL.L APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DElFEND, INDEMNIFY AND HCI..D THE CITY AND ITS REPRESENTATIVE HARMLESS FROM ANY AND ALL Llf'BILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, i IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ,<\SCERTAIN THE LOCATION OF ALL UND'°RGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABI.E RECORDS PRIOR TO COMMENCll',)G. ' GENERAL NOTES : 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS. OR IN THIS CONTMCT'S SPECIAL PROVISIONS, BE CONDUCTED IN ACCOl<DANCE WITH THE 'STANDAl'tD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITIO:N. AND SUPPLEMENTS TO DATE. ' :2. ALL DEBRIS GENERATED BY REMOVAL AND GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY Fi<OM THE CALIFORNIA COASTAL ZONE IN A lj1ANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES, IRRIGATION SPECIFICATIONS' A. GENERAL 1. IT 15 THE IN,ENT OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM WHICH WILL OPERATE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLiSHED FOR SPRINKLER OPERATION. I 2.THE WORK INCLUDED IN THESE SP:cCIFICATIONS SHALL CONSIST! OF T!--lE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, APPLIANCES. TESTS, PERMITS. ETC .. NECESSARY FOR THE INSTALLATION OF A TNDSCAPE SPRINKLER SYSTEM, AS HEREIN SHOWN. NO SUBSTITUTIONS SHALL BE MADE \VITHOUT PRl0'1 APPROVAL FROM THE ENGINEER. REJECTED MATERIALS SHALL BE REPLACED AT CONTRACTORS EXPENSE, WITHOUT ADDITIONAL COMPENSATION . .3.THEa SYSTEM SHAt..l .. EFFICIENTLY AND EVENLY IRRIGATE ALL AREAS AND BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR OPERATION TO THE SATISFACTION OF THI= ENGINEl=R 4. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HERESY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR 5. SHOULD IT BECOME EVIDENT THAT UNKNO\VN OBSTRUCTIONS. GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EX!ST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FUL.L RESPONSIBILITY FOR ANY SUBSEQUENT REVISIONS NECESSARY. C.INSTAL.LATION 1. SPACING OP SPRINKLER HEADS AND LOCATIONS OP VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE AS INDICATSD ON THE DRAWINGS. ANY DEVIATION FROM THE DMWINGS MUST BE APPROVED BY THE ENGINEER. 2. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE, A MINIMUM E;ARTH COVER OF 1a• ABOVE THE TOP OF THE BARREL OF THE PIPE FOR AU.· 'MAINLINE. PIPING. ALL LATERAL IRRIGATION LINES SHALL BE 12' DEEP. 3. ALL. MP.INLINES IN THE SYSTEM SHALL BE PRESSURE TESTED FOR LEAKS. 4, COMPACT TRENCH BACKFILL TO A RELATIVE DENSITY EQUAL TO ADJACENT UNDISTURBED SOILS TO PREVl=NT SETTLEMENT. 5.THE CONTRACTOR SHALL NOT ALLOW NOR GAUSE ANY OP HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN TESTED AND PROVEN SOUND 6, CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH, INCIDENTAL TO WORK OF THIS SECTION. i NOTES, , P.D .C. (POINT OF CONNECTION) CONTRACiOR SHALL CONNECT TO THE EXISTING MAIN LINE .. SE~ PLAN. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS fOR CLARln' ONLY, ALL EQUIPMENT TO BE INSTALLED iN PLANTED AREAS WHEN POSSIBLE. ' I ANY CHANGE OF EQUIPMENT I MANUFACTURER, ITS DETAILED INSTALLATION ANO I OR QUANTITY OF SPRINKLER HEADS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SUCH CHANGES SHALL BE ITEMIZED IN WRITING AND APPROVED BY THE ENGINEER PRIOR TO THEIR INSTALLATION : ! INSTALL ALL MI\TERIAlS AND EQUIPMENT AS OE1AILED. USE PVC CQMPATASLE TEFLON TAPE DR:TEFLON PIPE DOPE ON ALL ?VC MALE PIPE THREADS SPRINKLER SWING JOINi AND VALVE ASSEMSLIE.S. I ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GIi.ADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS, ALL POP·UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED PER DETAIL. CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OFTHE PLANT MATERIAL, AT NO TIME WILL THE CONTl>ACTORAPPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION, CONTllACTOR SHALL ADJUST EACH SPRINKLER W MINIMIZE OVER SPRAY ONTO ROADWAYS. WHENEVER MN ITEM OF •0ISTRIBUTION 4 CONTROL EQUIPMENr 15 SIZED SMALLER THAN THE MAIN llNE OR LATE!IAL LINE PIPING ON WHICH IT iS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF EQUIPMENT. PLANTING SPECIFICATIONS SCOPE OF WORK Pf<OVIDE ALI.. LA60f<, i::QUIPMENT, MATERIAL, AND SEl<VICES NECESSARY 7'0 COMPLETE THE FINISH Gl<ADING. SOIL. PREPARA,TION AND PLANTING. A.GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOJ..1..0\1>/ BEST CUSTOMARY PRACTICE. 1.AI..L MATERIALS SHALL. BE: BEST AVAILABLE. DO NOT BcGIN SOIL. Pl<EPARATION AND PLANTING UNTIL. ll<l<IGATION WOl<K Al<OUND PLANTING AREA IS COMPLETE AND TESTED. 2. !<IP ALL PLANTING' ARl=AS TO A Di=PTH OF 8" PRIOR TO SOIL PREPAl<ATION AND ROTOTILLIN@ WITH OR@ANIC AMENDMENTS. .3.PREMO!STEN -SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF .ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURIN6 PLANTING OPEl<ATIONS. 4.WEEDING. BEFORE AND DURING ALL WEEDS AND STOLONIFEl<OUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL. BE: CHE:MICAL.l.. Y ERADICATE:D OR DUG OUT BY THE ROOTS AND DISPOSl=D OF OFF SITE. 5.Pl<EMISES SHALL BE KEPT CLEAN AND Mf,INTAINE:D FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBl<IS SHALL. BE: REMOVED FROM THE SITE UPON COMPLETION OF EACH DAY'S WORK. ALL WALKS OR PAVEMENTS SHALL. BE SWEPT 01< WASHED Cl.EAN DAILY. 6. PROVIDE TRAFFIC CONTROL. PER CITY REQUIREMENTS AND W.A.T.C.H. FOR ALL. OPERATIONS WHICH IMPACT VEHICULAR TRAFFIC FL.OW. B.MATERIALS 1.QRG,O,NIC AMENDMENTS -ORGANIC AMENDMEN:I"7 SHAI I_ BE r<PE 1 QE;CQMPOSED NITRQG"'N STABII IZED COMPOSTED WOQD SHAVINGS WITH A HUMAS -ASH CONTENT BET\VEEN 10% AND 50~~~MgNTS SHAI I BE ROTOTII I ED INTO TOP e,· Of Al I Pl ANTING AR,;AS ORGANIC AMENDMENTS SHAI L BE GPS-2 AS PRODUCED BY AGIJINAGA FERTILIZER CO (949) 786-9551'1. 2. HI IMATE -Pl us GRANUI AR son CONDITIONER BY 'Il<l·G· 3. COMMERCIAL. FERT!LIZER -COMMEl<CIAL FERTILIZER SHALL BE CALCIUM NITRATE, POTASSIUM SULFATE: TRIPLE SUPERPHOSPHATE GYPSUM -50 LBS. 4. SOIL SUL.FUR -SOIi.. SULFUR SHAL.l.. BE AGRICUL TUl<AL. GRADE. 5. POLYMER -POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POL. YMERS FORMATION AS MANUFACTURED BY TERRA SORB. 6. MULCH -MUL.CH SHAL.L BE A SHREADDED BARK MATEl<IAL. AS PRODUCED BY AGUINAGA (FOl<EST FLOOR). 7. PLANTING TABLETS -PLANTING TABLETS SHALL. BE 21 GRAM AGRIFOl<M BLUE CHIP PLANTING l'ABLETS. 13. PL.ANTS -ALL. PLANTS SHALL BEa HEALTHY, OF NOl<MAL Gl<OWTH, WELL. ROOTED. Fl<EE FROM DISEASE. INSECTS, INSECT EG6S AND LAl<VAE,. THE ROOTS SHALL SHOW NO EVIDENCE: OF HAVING BEEN RESTRICTED. DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL. BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL. OR REJECTION BY THE ENGINEER ON THE SITE AT ANY TIME BEFORE OR DURING PROGl<ESS OF PLANTS SHALL. BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL. BE TAKEN TO INSUl<E THAT PL.ANTS IN CONTAINERS ARE: ADEQUATE:L Y WATERED. 9,PL.ANTING MIX -ALL SOIL BACKFILL. IMPUTS. UNLESS OTHEl<WISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROUZED ORGANIC AMENDME:Nl'S AND 60% SUITABLE EXISTING SOIL. PL.US POLYMERS PER THE FOLLOWING AMOUNTS AS NOTED IN C-2 BELOW. 10. SHIPPING TICKETS WITH DEL.IVEl<ED VOLUMNS OF EACH SOIL. AMENDMENT SHALL. BE Pl<OVIDED TO THE ENGINEER AT THE TIME OF DEUVEl<Y, C.INSTALLAT!ON 1. SOIL CONDITIONING (~•ON SLOPE A!<EAS) AFTER RIPPING SOIL. TO A DEPTH OF 8 INCHES THE FOLL.OWING APPLICATION SHALL. 6E MADE' PER 1,000 SQUARE: FEET OF AREA AND SHA! I e,i= THOROIJGHI Y CIJI TIVATED INTO THE TOP 13 INCHES OF PSEMOISieNED SOIi • CALCIUM NITRATE (15.5-0-0) -6 POUNDS POTASSIUM SUL.FATE (0-0-50) -5 POUNDS TRIPLE SUPEl<PHOSPHATE (0-45-0) -5 POUNDS GYPSUM -50 POUNDS ORGANIC AMENDMENT 3 CUBIC YARDS. 2.SHRUB PLANTING a) EXCAVATE PITS WITH VEl<TiCAL SIDES FOR ALL. SHl<Ul3S. PITS SHALL. BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWICE THEIR WiDTH. b) BACK FILL MIX: BLEND THE FOLLOWING MATERIAL.S INTO CLEAN EXCAVATED SOIL.. REMOVE DEBl<IS, ROCKS AND FOl<EIGN MATERIAi... SOIi.. CLODS SHOULD NOT EXCEED 1 i/2 INCHES IN DIAMETER. RATES ARE PER CUBIC YARD OF MIX. CAL.CIUM NITRATE, (15.5-0-0) -1/3 POUND POTASSIUM SUL.FATE (0-0-50) -1/3 POUND TRIPLE SUPERPHOSPHATE (0-45-0) -1/4 POUND GYPSUM -2 POUNDS ORGANIC AMENDMENT 10% BY VOLUME. c) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL. PER THE: FOL.LOWING: 1 TABL.E: SPOON PER 1 GALLON PLANT 3 TABLE .SPOOl'J 5 GAL.LON PLANT 4 TABLE SPOON 15 GAL.LON PLANT 2 TABLE SPOON 1/2' CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL. SHALL BE: DISPOSED OF OFF THE: THE SITE:. cl) PLANTING HEIGHT OF SHRUEIS TO BE: 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL. AS SPECIFIED AND WATER THROUGHLY f) GRADE Al<EAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF E:XCESS SOIL. g) \>✓ATER -IMMEDIATE!.. Y ,"-FTER PLANTING, WATER SHALL BE APPL.IED TO EACH SHRUB. IN SUCH A MANNER AS NOT TO DISTURB BACKFILL. OR MULCH, AND TO THE EXTENT THAT ALL MATE:RIAL.S !N THE: Pl..ANTINS HOLE Al<E THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL. BE 4· X 4·, OR ADEQUATE TO ACCE:PT MATERIAL FROM FLATS WITHOUT CRUSHING 01< DEFORMING THE ROOT BALI... PL.ANT AT SPACINGS AND IN AREAS INDICATE:D ON THE: DRAWINGS. SOIL SHALL BE: FIRMLY PRESSED AROUND E:ACH PL.ANT, AND THE EXCESS SOIL REMOVED FROM THE: CRO\>/N. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATEL. Y WATE:RED UPON COMPL.ETION OF PLANTING, OR WITHIN ONE HOUR. 4.MULCHING OF SHRUB AREAS CONTRACTOR SHALi.. APPL.YA MINIMUM OF ONE AND ONE HALF INCH AGUINAGA 'FOREST FLOOR-O'TO 4" SIZE TO ALL. GROUND COVE:R AND SHRUB PLANTING AREAS AFTER COMPLETION OF AL.I.. PLANT INSTALLATION (ONE CUBIC YARD COVERS 216 SQ. FT. AT ONE, AND ONE HALF INCH DE:EP.) .AREAS LESS THAN ONE: INCH DEEP AFTER SETTLEMENT FOR ONE WE:EK SHALi.. BE REMUL.CHED TO ACHEiVE THE REQUIRE:D 1" D!:=PTH. I § ~ ~ Si \l> ~ z: ~ @ ~ I ffi ~ ci ~ It 0 ~ /.; I ~ Ii ;1' 9 " s I ! ~ " ~ fl "' li la ~ w ij) ~ is w !'l ~ I ~ t5 ~ :li ~ " iii ffi ~ is ~ "' al t, i " w ;5 ~ :,; i'l ; s j i ,l i" ., " Q ~ " ill ~ • ~ ~ § ~ l'i ~ ~ ~ ~ ~ fl Ii l2 li ~ "' ~ '5 ~ ~ I "1 "' Ii t1 ~ "" I ~ w 2: m ~ ~ ~ ~ w I 8 ~ jS 1i 12 ~ ill .---I ~ -----------------------------------'------ii APPROVAL RECOMMENDED ~ PACIFIC COAST HIGHWAY i NEWPORT BEACH CITY ENGINEER MEDIAN LANDSCAPE ~ (CORONA DEL MAR) I DATF ~ J--+--+-------------1l...A-PP-·□-.iho;1::;s;;1G~N;:;E□~::::;;;;□;R;Aw~N==-+.--------------,,.~~~~-:-_"-_l_-.. =-·;..=··:-5===~] □ATE sv DESCRIPTION cirv oF Newi>oRr s1:Act1 r ,, , ,. - CHECKED DATE PUBL!CWORKSDEPARTMENT SHEET 4 OF 4 REVISIONS /