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HomeMy WebLinkAboutP_5163_SMAP SC ALE: 1" = 4400' SYMBOL i_EGEND -0-POWER POLE ;0\SSMH SANITARY SEWER MMIHOLE -."::'.'., 'ti FIR[ HYDRANT WM 0---WAIER METER BOX & SERVICE D GM GAS METER -x-x-x- ::::r:.:c:::r__:r:::c= 0 .LIL. .U£ .= .LLL.. POIAfR POLE .ANCHOF< MONUMENT '.'ENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRtTE PROPEJHY lit\![ NEW co:~s TRUCTJON -··-S-.. -SEWER LINE -··•-W-••·--WATER LINE --E--POWER LINE -TEL ---TELEPHONE LINE -CATV---CABLEVISION UN[ _5p __ SPRIMKLER SYSTEM STREET LIGHT SIGN GARAGE OPEN!NG ABBREVIATIONS AC DIP VCP RWV FE MJ RT S1I IP&f MON CATV DWY ASPHALT CONCRETE DUCTILE IRON PIPE vnRiFIEO CLA.Y PiP£ RESIUEN1 WEDGE VALVE FLANGED END MfCHANICAL JOiNT NOT TO SCAIE STEEL A8AlilJ0NED MONUM[ld CABLE TV DRIVEWAY CO CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK Or ALLEY APPROACH EV ELEC1R!(;AL VALVE WWF WELDED \~RE F AfJRIC CITY OF IRVINE i;, VMiDOW LOCATION MAP SPR!N~CLEF~ CALL TOLL FREE l-800-422-4133 BEFORE YOU DIG NOT TO SCALE EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CAUFORNiA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEwPORT BEACH (UTILITIES DEPT.) COUNTY SANITA TIOM DISTRICTS COMCAST CABLEViS!ON UNDERGROUND SERVICE ALERT DAY 1(800)-624-8153 1 ( 800)-611-I 911 611 949-644-30)1 714-962·-2411 714-542-6222 1(800)-422-4133 NIGHT 1(800)-624-8153 1(300)-611-1911 611 949-644-3717 714· 644-6222 1(800)-422-4133 GENERAL NOTES I. ALL WORK DET A!oED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHftH, EXCEPT AS OrrlER11'1S£ STAITD IN THE CITY'S STANDARD SPECIAL PROV',SIONS, OR IN THIS CONTRACTS SPECIAL PRO\IJSIONS, BE CONSTRUCTED lrl ACCORDANCE ll'ITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORf'.S CONSJRUCTION: 1994 EDITION, AND SUPPLEµENTS TO DA TL 2. EXISllNG UNDERGROUND UTIUTiES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRA.CTOR SHALL BE RESPONSIBLE FOR VERWY!NG Td[ ACnJAL LOCATION At4D ELEVA TIOt..J IN TitE FJELD PRJOR TO BEGINrJiNG CONSTRUCTION. PUBLIC vVORKS·DEPARTMENT I SHEET INDEX TITLE SHEET BALBOA PENINSULA Gfii TEW A Y PARK, LIDO GATEWAY PARK, AND SOUND WALL LANDSCAPE IMPROVEMENTS CONTRACTN0a 3155 L1 CONSTRUCTION LAYOUT, LIDO GATEWAY PARK L2 CONSTRUCTION LAYOUT, 8AL80.~ PENINSULA GATEWt,Y PARK L3 IRRIGATION PLAN, LIDO G.4 TE WAY PARK l4 :RRIGA TION PLAN GA TE WAY PARK L5 PLANTING PL.AN, LIDO GATEWAY PARK l6 PLt,NflNG PLAN. BALBOA PENINSULA. GATEWAY PARK L7 CONSlRUCl10N DETAILS L8 DETAIL SHEET L9 SPECIFICATIONS -LANDSCAPE PLANTING L10 SPECIFICATIONS -LANDSCAPE PLANTING APPROVED: DA TE: __:7_ • ..!,/_'S_•_,:,:;_C1:;_, __ L11 SPECIFICAliONS -PALM PLANTING L12 SPECIFICATIONS -LANDSCAPE MAINTENANCE L13 SPECIFICATIONS -LANDSCAPE PLANTING L14 SPEClrlCATIONS -PALM PLANTING L\5 LANDSCAPE MAl!H(NANCE DIRECTOR OF PUBLIC WORKS R.C.E. 2.2045 L16 LANDSCAPE PLAN AND IRRIGATION PLAN 1 2. 3. 4, GENERAL ALL DETAILS, SECTIONS AND NOTES SHOWN ONTH[ ORAW,NGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUA l10NS ELSEWHERE, UNLESS NOTED OTHERV,lSE. NOTES A.ND DETAILS ON DRA\'ilNGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ALL WJRKMANSHIP A.ND MATERIALS SHALl CONFORM TO THE REQUIREMENTS OF THE GO\!'ERNINC 8UILDlNG COD[. SEE ARCHITECTURAL DRA~"NGS FOR DOORS. l'.iNOOl\'S, NON-BEARING INlERiOR AND EXTERIOR \\'ALLS. ELEVATIONS. SLOPES, STAIRS, CURBS. DRAINS, DEPRESSIONS, RAILINGS. WATERPROOFING, FiNISHES. ETC. CONTRACTOR SHALL VfRICY ALL DIMENSIONS AND CONDITIONS AT THC SITE AND SHALL REPORT ANY DISCREPANCIES TO THE S1'RUC1URAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COOROINA ;ION OF ALL WORi< AND MATERIALS INCLUDING THOSE FURNISHED BY SUB-CONTRACTORS. 5. ALL ASTM DESIGNATIONS SHt,LL AS AMENDED TO DA.TE UNLESS NOTED OTHERVcSE 6, ft.LL OMfSSiONS OR cor-~FUCTS BETWEEN THE VARIOUS ELEMENTS or THE WORKING DRAWNGS (AND/OR ARCHiTECTURAL SPECIFICATIONS, WHERE APPLICABLE) SHALL BE SROIJGH1 10 THE ATTENTION OF THE ARCHITECI NJD/OR STRUCTURAL ENGlNEER BEFORE PROCEEDING WHH ANY OF THE WORK INVOLVE. 7. ALL CONCRETE IS DESIGNED BY UL 1IMA TE SIR[NGTH DESIGN, REFER TO THE ARCHITECTURAL SPECIFiCA TIONS (WHERE APPLICABLE) FOR INFORMATION 8. NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 9, CONTINUOUS (OR SPECIAL) INSPECTION SHALL MEAN INSPECTION DONE CONTINUOUSLY BY A RECiSTERED DEPUTY INSPECTOR OR CURRENTLY LICENSED BY THt CITY AND A0 PROVED BY fHE ARCHITECT AND ENGINEER. 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN AND AROUND THE JOB SI1E ANO/OR ADJ,~CENT PROPERflES. 11. THE CONffiACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHDR!NG ALL EXCAVATiONS. TEMPORARY ANO EXISTING smuCTIJRES, AND PARTl.~LLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY OF ALL WORK /,ND MA T£RIALS INCLUDING THOSE PERSONS COMING IN CONTACT 111TH THE WORK 12. OBSERVATION VISITS TO THE SITI: BY TilE ENGINEER'S FIELD REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 13. DURING AND Ar-TER CONSTRUCTiON. BUILDER AND/OR OWNER SHALL KEEP LOADS ON THE STRUCTURE Y!THiN THE LIMiTS OF DESIGN LOA9S. 14. IN NO CASE SHALL wom:iNG DIMENSIONS BE SCALED FROM PLANS. SECTIONS. OR DETAILS ON THE STRUCTURAL DRAWiNGS. 15. PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND A.T Tllc BASE OF ALL BASEMENT WALLS, (DESIGNED BY OTHERS), 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTIJRAL ENGINEER PRIOR TO FABRIC~.TiON 111TH SUfFICIENT TIME FOR REVIEW OR DESiGN INTENT {MINIMUM OF 10 WORKING DAYS). 17, FOR PROPER FIELD OBSERVATION BY rnE STRUCTURAL ENGINEER, THE STRUCTURAi. SHALL BE NOTIFIED OF TH£ VARIOUS CONSTRUCTION PHASES. 18. ALL WORK SHALL CONFORM TD THE 1997 EDITION OF THE UNIFORfi BUILDING CODE. 1, 3. 4. STRUCTURAL NOTES CONCRETE THE DESIGN OF THE CGIKF:ETI: STRUCTURE IS BASED Oli ACI 318-95, A.cl REINf'ORCEMf:NT SHALL BF SECURFI Y HELD iN Pl.ACF WHILE PLACING CONCRETE. IF REQUIRED. ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDCD BY THE CONTRACTOR TD FURNISH ALL BARS. CONCRETE COVER FOR REINFORCING STEEL SHALL BE ONE INCH f'OR SLABS AND WALLS. ALL CONCRETE EXPOSED TO V,1:ATHER OR EARTil SiJAll HAVE CONCRETE COVER OF TWO INCliES FOR BARS LARGER TdAN #5, I 1/2'. fOR #5 BARS OR SMALLER, AND 3 INCH FOR ALL CONCRETE PLACED AGAINST EARTH. U.N,0. TOLERANCES SHALL BE AS PER ACl-318. HOlllZONTAL CONSTRUCTION JOINTS SHALL BE PERMITfED ONl Y WHERE SHOWN ON THE STRUCTIJRAL DRAW!NGS. HORIZONTAL OR NEAR HORIZONTAL JOINTS SHALL BE PREPARED BY TOUGHrnlNG THE SURFACE IN AN APPROVED MANNER SO THAT THE AGGREGAlI !S EXPOSED UNIFORMLY, LEAVING NO LA!TANCE, LOOSENED PARTICLES OR DAMAGE CONCRETE. 5. PIPE OR CONDU!TS PLACED IN FOUNDATION AND SLABS SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER. PIPES AND CONDUITS PLACED IN SLAB SHALL NOT HAVE AN OUTSIDE DIAMElER LARGER THAN 1 /3 OF SLAB THICKNESS. ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. 6. PROVIDE CORNER BARS iN ALL WALLS AND AT WALL !NT£RSECTIONS TO MA !CH SIZE SPACING OF HORIZONTAL BARS ON THOSE WALLS. 7. LOC,~ TION OF SLOTTED INSERST. WELD PLATES AND ALL OTHER ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE COORDINATED 'MTH ARCHITECTURAL AND MECHANICAL DRAWINGS. 8 REINFORCING BARS SHALL NOT BE WELDED, UNLESS SPECIFICALLY NOTED ON THE DRA\\1NGS AS BEING WELDED. WELDED REINFORCING SHALL CONFORM TO ASTM A706, 9. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACi CODE AND DETAILING MANUAL. 10. CONTRACTORS SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS. PIPE SLEEVES CURBS, ETC,. AS REQUIRED BY OTHER 1'RADES BEFORE CONCRETE IS PLACED. E! ELECTRICAL PLM1, LIDO GATEWAY PARK E2 ELECTRICAL PLAN. BAlBOA PENINSULA GA lEWA Y PARK E3 ELECTRICAL DETAILS E4 ELECTRICAL SPECIFICATIONS AND FIXTURE SCHEDULE S1 WALL DETAILS 15. CONCRETE SHALL HAVE A MINIMUM ALLOWABLE SLUMP OF TWO INCHES. 16. CEMENT SHALL CONFORM TO ASHA C150. TYPE Ii TYPE V CEMENT SH~.LL BE usrn \VrlERE SOil CONTA!NS MOR[ i1-IAN 0.2 PERCENT SULFATE CONCENTRATIONS AND MIX DESIGN TO BE IN ACCORDANCE WITH UBC SECTION 1904.3. 17. MIX DESIGN SHALL N01 CONTA:N LESS THAN A WATER/CEMENT RATIO OF 0.2,5. 18, HARD HOCK AGGREGATES SHALL CONFORM TO ASlM C33. THE:IR MAXIMUM Sill SHALL BE 1 1/2 INCHES FOR FOOTINGS, CAISSONS ANJ GRADE BEAMS AND ONE INCH F(nl ALL OTHER WORK. 19. LIGHT WEIGH1 AGGR[GATES (CONFORM TO ASTM C33) SHALL BE APPROVED AND !HEIR MAXIMUM SIZE SHALL BE i /2 INCH. 20. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. 21. ALL REINFORCING SHALL BE SUPPORTED iN CONFORMANCE ~TH TH[ MANUA.L OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (THE LATEST ADDITION) 22 CON11NUOUS INSPEC1I0N lS REQUIRED FOR ALL CONCRETE IN lACESS OF 2500 psi. 23 ANCHOR BOLTS SHALL BE A307 GRADE AND SHAU BE EMREDDED INTO CONCRETE PER U.8.C. TABLE 19-E, UNLESS NOTED OTHERWISE REINFORCING STEEL 1. REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A 615. A) #4 BARS AND SMALLER ....... ,GR40 8) #5 BARS AND LARGER , , ..... GR60 2. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO ASTM A-185 (EXCEPT AT SLABS ON GRADE \\tllCH MAY BE GR40). 3, ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE OR OTHER 11. DiMENSIONS ARE NOT FURNISHED TO SIMPSON "HDA" OR "PA" TYPE HOLDDWNS, IT IS MATERiALS WHICH MIGHT AFFECT OR iMPAIR BOND. THE RESPONSIBILITY OF THE CONSTRACTOR'S SUPERINTI:NDENT, THE FRAMING CONTRACTOR, AND THE CONCRE1E CONJRACTOR TO LOCATE THE EXACT LOCATION, REFER TO THE 4. ALL BENDS TO BE MADE COLD. SEE TYPICAL DETAILS ON THIS SHEET FOR PROPER BAR BENDS DETAILS AND MANUFACTURER'S SPECIFICATIONS FOR PROPER INSTALLA1I0N. 12. COARSE AGGREGATE OR CONCRETE SHALL NOT CONTAIN LIGNITE, STEEL, OR OTHER MA.TERIALS THAT MAY BE DETRIMENTAL TO 1HE CONCRETE. 13. Fl Y ASH MAY BE SUBSTITUTED FOR A PORTION OF THE CEMENT. A MAXIMUM OF 20% OF IHE CEMENT MAY BE REPLACED BY FLYASH. WrlEN REPLACEMENT IS USE, THE REPLACED CEMENT SHALL BE SUBSTITUTED Wl:H ONE AND ONE HALF TIMES \\ITH Fl YASH, WATER CEMENT Ri,TiOS SHAU BF BASED ON THE WATER/CEMENT+ FLYASH RATIO. BLOCK 11:ASONRY L All. MASONRY CONSTRUCTION PER UNtrORM BUILDING CODE, CHAPTER 21. 2 REINFORCED BLOCK MASONRY, ASSUMED DESIGN STRENGTH F'm-1500 psi. 3. UNlfS SHALL BE NORMA.L W[IGrlT (OR LIGHTER) CONCRETE BLOCK. GRADE N. CONFORMING TO ASTM C90 \\HH A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI. 14. CONCRETE MIX AND STRENGTH fc, AT 28 DAYS, SHALL CONFORM TO THE FOLLO\li,NG TABLE: 4. GROUT SHALL BE OF FLUID CONSISTENCY, GROUT MIX SHAU. BE (BY VOLUME) 1 PART CEMENT LOCATION UN!i fc MIN. MAX. AIR WEiGHl WEIGHT CEMEMl W/C' ENTRAINING SLAB ON 145 pd 2500 psi 470 lb/yd 0.54 3% GRADE FOOTINGS. 145 pcf 2500 ps1 470 lb/yd 0.54 3% * REFERENCE USC TABLE 19-A-3 WHEN SOIL CONTAINS MORE THAN 0.2 PERCENT SULFATE CONCENTRATION, MAX. SLUMP 4" 4" 3 P,\RTS SAND (FINE GROUT) AND MAY CONTA!N AN ADDITIONAL 2 PARTS PEA GRAVEL IF SPACES ARE 4 INCHES OR MORE IN EVERY DIRECTION (COARSE GROUT), f'C ~ 2,000 PSI AT 28 DAYS. 6. MORTAR SHALL BE DEP S, (BY VOLUME) 1 PART PORTLANS CEMENT, 3 1/2 P/,RTS SAND, 1/4 TO 1/2 PARTS LiME PUTTY OR HYDRATED 'IME. fc~ 2,COO PSI AT 28 DAYS. 7 REINFORCING SHALL HAVE A MIN:MUM LAP OF 40 BAR Dll1METERS OR 2'··0" WrllCH EVER IS LARGER. UNLESS NOTED OTHERV~SE 8. ALL BLOCK WA.LLS TO BE RUNNING BOND, UNLESS NOTED OTHERWISE. RECOMMEND APPROVAL bd,,,-JD~ UTIU11ES SER\l!CES MANAGER DA'!! b~fd-'l"j !RECOMMEND APPROVAL BRICK. SHALL CONFORM TO THE STANDARD SPECIFiCATION FOR BUILDiNG BRICK ASTM C62, BRICK GROUTING PER 121-2413. DRAIIN MGRACIA P-5163-S CHECKED DA TE SHEET 1 Of' LD 21 MAY 1999 -22 T. "· -Q " " u m ,. " ' " '" < z r: ¥:: m "' TI 0 " '" "' > TI I q ' "1 I . J • y > z I ,:; ,- 0 0 0 Ml~~ iR J § j:.._ z i;;, z C s rn 111 IJ 0 ~IJ "Jc,~ ;s:;_ ·z l-1 G) lz .. 'C I ~< ~ ) < ~,f: ~~1 f;;l '..DJ• !.r I~ 1 t ' ; 'l'- :: ,, ' • Contractor hereby understands and agrees that LCI is not responsible for nor does it make any representation as to, for or related to the existence or non-existence, identity, removal, treatment or remediation of any hazardous waste, materials or substances then existing or subsequently found on the property, Contractor furthermme hereby releases LCI of any liability related to the use, Installation and subsequent clean up, if any, of substances or items in furtherance of the completion wiihin the agreement that may in the future be considered hazardous. Contractor to assume City of Newport Beach will handle Hazardous waste issues. Plans have been prepared assuming only agronomic testing is required for these projects. Contractor to coordinate with City of Newport Beach for environmental /Hazardous waste issues. r---1 / r-1 I I I i I I I I ' ~/ I I I I I I I I I I /~ I I I j I I I I I I I I ' L.l I ' I I 0 I I Q I ~ I I I I I I ~ /~ ::s I I I /1 I I I ! , I I ' i I I I I I I I ' I I I I I I I I I I I I I I i I I I I I I I ' ~ (fl 0 El --------------------------·----------------------·----------~ ======-------------------------------------------------------·-----------~--- I I DE.TAIL. BUBBLE SEE WA!..L. DETA!L 51\EET 51 BUBBLESZ,"5,4 NOT USED NEWPORT BOULEVARD SCALE: 1"::10'-0" ~~~~=;~;~ LANDSCAPE ••• ARCHITECT-S ----·-· "---- -3022. CAMPUS DRIVE, SUITE 120 NEWPORT BEACH, CA 92GGO LICENSE NO. 2.314 714 • 756·0150 DATE BY DESCRIPTION REVISIONS PUBLIC WORKS DIRECTOR. DATE APP'D. DESIGNED DRA\'.N C (Q) L\1l S 1r !Rl. !111 Cu D «:lHi\~ !L& irOJ!lll1r LIDO GATEWAY ?AR.ti: C-3155 BOUNDED BY NEWPORT BOULEVARD, VIA UDO AND CENTRAL AVENUE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET ,LI Of 22. t tJl Contractor hereby understands and agrees that LCI is not responsible for nor does it make any representation as to, for or related to the existence or non-existence, identity, removal, treatment or remediation of any hazardous waste, materials or substances then existing or subsequently found on the property, Contractor furthermore hereby releases LC! of any liability related lo the use, installation and subsequent clean up, if any, of substances or items in furtherance of ihe completion within the agreement that may in the future be considered hazardous. Contractor to assume City of Newport Beach will handle Hazardous waste issues, Plans have been prepared assuming only agronomic testing is required for these projects. Contractor lo coordinate with City of Newport Beach for environmental /Hazardous waste issues, !E}{ISTING IBllill!llff NG ~ BOULEVARD I I ss I I I I I I I L. SCALE 1":10' I, ~~~~-i~=~' , LANDSCAPE ARCHITECTS ---·-"-----------·----~---- :J82.?. CAMf'.'U5 ORM:', SUITE 1 :m N8..VP\)Fff OE.i\Ci {, C/', 92GGO UCE:NSE l✓O 2314 774 • 75G--d150 DATE BY , DESCRIPTION REVISIONS I I I I ~ q/ , I I I PUBLIC WO:flKS DIRECTOR OA1E APP'D. DESIGNED CHECKED DATE CU] !NJ Su !Fl IJJJ CC u ~ 0 Ii\!! !LAV(0)0,,W1T' C-3155 11:llAll. BO A Ir' !EN H &\'l SU ILA GATIEWAV l?'AIRt't CORNER OF MEWPORT BOULEVARD AND SHORT STREET CITY OF NEWPORT BEACH 1----P-_5_16_3-_S--1 PUBLIC WORKS DEPARTMENT smr /. 2.. Of 2 2 e ' i z C s [D m Il i "t I \)' ~ vJ I VI '. ' . ' ' . . Contractor hereby understands and agrees that LCI is not responsible for nor does it make ~ny representation as to, for or related to the existence or non-existence, identity, removal, treatment or remediation of any hazardous waste, materials or substances then existing or ~ubsequently found on !lie property. Contractor furthermore hereby releases LCI of any fiabili!y related. to lhe use, installation and subs·equen! clean up, if any, of substances or ilems in furtherance of the completion within !he agreement that may in the future be considered hazardous. Contractor to assume City of Newport Beach will handle Hazardous fiaste issues. Plans have been prepared. assuming only agronomic testing is required for jhese projects. Contractor to coordinate with City of Newport Beach for environmental -/Hazardous waste issues. ----·--------------' --------------------------------------· -------------------______ . ________ ·_·_·_·_. __ :_· __ -_·_._. ~---- I I I I I I I ,-----, I r -7 I I I I I ! ! I I I I <;q / I I / I I I I I I rb1 I 1 I I I I I I I I I L.J I I I I I I I I I • I ,1----~--t I i 1-1· I I I I I I I I I I I I , I I I I I I I I I I I I ¢ w v '\J ~ w • v • 'v I <( , I \l 'V V V • \I \Ji v \j 'F. @ 181 @] 0 EB ® EB t><l CD _CE2., __ ---· ~--·-·= ...,._ -~-~- ® © w --------------------,------------------------·-----' ' ' . ' I I 0 I IRRIGATION LEGEND 5Jlla¼!'C RXm tll'MY 00 lt:al 570i'HH'C RXeO 8ffil\Y Oll ltSE!l 5roa-l:H'C Rra)!lffi,\'f 00 = S7ll'3-lo-l'C Rl'.13) Sl'lll\V Oll ltE:51 51t!Z¼PC POl'-ll'? 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U-:E • ll1lEII fm::ATB> O:l Pl.All AlfllOll8) PilOl'OOEI) l'iO'OOW l'\,'C ISCh..."'l:U.E (0 ~ Slffi.\' ~/U\'E -!llZBl IXD:CA'IE) 0:'l !'I.AN l'VC llCHEDllE .:0 Ul'l'EIW.. l>JO IW\UiE &E!?/c -25 X Dli\METB'I OF 11.'CASEO Fii'e PVC 8CHE[)fA.E '.O \WIE lllEE\/E (EV· CAI:?, -Sf: N) PIRECT 13URIA!.. CAB!..!! YA!..VE ~ f'M.(llEII OAU.Ol':S Fm le~ VALVE SIZE NEWPORT BOULEVARD 0 GV -----' ST ,. \ Vt?, • • PRO,O)JCT iNSTALLATION APPROVED BY JO~N TORO'SU>,!>l 01" Rl>.lt.! t,11>,•!,fiaR, (!;O'i>) 'S :L 7-4"1 9 >A. ELECTRICAL -POINT OF CONNECTION I I I l • CONTRACTOR TO INSTALL A RAINMASTER . DX 12-PS-03 IN STAINLESS STEEL ENCLOSURE (SEE ELECTRICAL PLANS). _ . POWER TO BE PROVIDED BY THE CITY OF N.B .. : fl_NAL.LOCATION TO BE VERIFIED BY CITY ,fF N.B. REPRESENTAilVE: '--------1 Pl<C VID I:: Z.11 11JA"'F'ff!R. SER.VICI: FRON/ ZO" C/P PE','<. ~~Ji, STD~ 50.:/'· L I PROVIDE PULLBOX AND SLEEVING FOR FUTURE WIRE CONNECTION, , -... -..__ THIS PLAN IS STRICTLY DIAGRAMMATIC. \ --..._ -0 ANY DISCREPANCIES FOUND IN THE FIELD r-1 • .._ ---. '{), AND IN CONFLICT WITH THE PLANS ARE l.. -...J \ .._ --.. --~-TO BE BROUGHT TO THE IMMEDIATE \ .._ .._ ------,__......,__--=--ATTENTION OF THE ENGINEER°'. t' --. l_ ..._ . .._ // Q0 ~ = =""' PRIOR TO CONSTRUCTION. / -------------L_/ ,..\ {!fJJ --oo-----= -' I. ---..... --~ ----:::--o-- -- --· ~ ---------... --I --O 1--- J -----........ ____ /0, --- HYDRAllUC -POINT OF CONNECTION ,. . . CONTRACTOR TO !N'STALl 1 112" R.P. BACKFLOW PREVENTER AT THE PROPOSED 1" WATER METER AND ·coNNE¢TTO'MA.1NllNE. STATIC PRESSURE: DE.SIGN PRESSURE: MAXIMUM DEMAND: ' ' ' 60PSI 60PSI iiGPM SCALE: i" :10'-0" " 3022 CAMPUS OR1VE. SUITE 120 r\lE'd\lPOITT BEACH, CA 92660 LICENSE NO. 2314 714. ?SG-01.50 --~d ---7- ----- APl'ROl,l;D ---r----.. --✓ ---------·-------- LIDO GATIEW.AV PARK: C-3155 PUBLIC WORKS'i:IIJ1EdrOR llA1E BOUNDED BY NEVI/PORT BOULEVARD, VIA UDO AND CENTRAL AVENUE DATE BY llESCRIP110N REVISIONS APP'o. ll!:SIGNEil CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5163-S n '.P-r " Cl !) ..,.,,, i z C s: m m JJ '''----~ 0 JJ :l2, <'. z GJ . . Con1ractor hereby understands and agrees !hat LCI is not responsible for nor does ii make any representation as to, for or re!ated to the existence or non-existence, identity, removal, !reatmeb! or remediation of any hazardous waste, materials or substances then existing or subsequently found on the property. Contractor furthermore hereby releases LCI of any liability related to lhe use, installation and subsequent clean up, if any, of substances or items lrj furtherance of lhe completion within the agreement that may in the future be consideted hazardous. Contractor to assume City of Newport Beach will hand!e Hazardous • waste i$sues. Plans have been prepared assuming only agronomic testing is required for these projects. Contractor to coordinate with City of Newport Beach for environmental /Hazardous waste issues. ELECTRICAL -POINT OF CONNECTION CONTRACTOR TP HA.VE RAINMASTER PRODUCT INSTALLATION APPROVED BY rE.U:BS TB Ii\, G • 113 01! IL D g 1\3 G NE\NPORT '-ii' \I @ 'v V @ <} • 'v w • \II . '9 'if • 'v \I "( ):( @ ~ r-1;1 7 l.'. '.J 0 EB ® EB IXl CD ___JJz_ BOULEVARD IRRIGATION LEGEND J=at~ I OSSCI'.? I !Oil • ClnJ i/4 1/2 /JTIJ$.•/l.P•;l· S>T fbf·~Uf' $if.)£. $1R1P CJ,O'l 5700-¼l'C RliEO ill'f!A'f' 01'1 R:llEII !),00 0.0 ::..: it iiw' 5' 5'10iHH'C Rl!9'.) lll'!lAV Oi'l li:351 !)Z! OM O" = '5iila-lHC Rl(!3) l!Pl'IAY Oil~ O.Q 0.(:1) .12" moo 511l!:l--tH'C FOO:D £/'MY ~l ;::;m (1.7$ 15!)· l!i' TOllO 570Z-¼l'C POl4J? llHlW3 Si'!!AY 0.00 ' !l.l:l S" = 570Z+l'C i'O?-W SH::l\ll3 Sn!AY on OM r:r = lilW'.-IH'C -lll-t':IJ3EmAY 1).(3 ru:a tl TOllO 571!?-lo-l'C ?OP-Ill'~ S'IIAY 015 l&l"' t," T01lO 570Z~ POl'-O'wam.Ell om ru;o OSI 3" M!t'~1A81Bl ~ !))(2 E'l!lrl~ ~ E'·~1-&r1i,.l& F.( I ~u--k<1_ \'J,l.!(li·3 ~ F.:'"®1.1\lm! \"I/ llETil\'Q AT!$ I'S Gn:3t"-itl.O Al'i'R0'/8) I.W:llm VAi.VE YI/ En:li!Y 00:\lt':tl !t~Y Oi'SJl • OOffill'..croll TO vcew. o:::IlSl El'OXY COl(!l¼G PliXlll m ~;_ 10 r= FilO)l:i"!" 08.J','El'l'l' ORa','~OLO WffCO ft,~= RAIN MASTER ~ ~ ~ M'«A'OllE> D't/-ffl'i 154 4:44 el..ECTltC CONmOL V.-1..'IE -ll!lES Al! t='ll:O oil !'UII !!OLA 110ll !WJi VAi.Vii: -U\'E 8lZE Ol.l:CI( CO!J1'1.1':0 VALVE __., -'"• .. ' .. EVFM-8100· FLOW SENSOR i'VC ~ ,:() LA"IERAL u>:!: -EllZE!! !IJO:CAlEO ct, i'IJ\N !'VC €CHEOOU: ~-Wl'?LV !1.!ltl.Jl:E -lllml r:o:ci.TEO 0.-l l'UII! f\'C 8CHEDIII.E .(() LA"ISW. ANO l!Mlll'lE !ll.Ea'E -2.5 Jt °""'-'::ii:ri <:li" ~ Fii'E PlfC ~ (0 Wl\E 111.EEVE !;.,<1•;,'f!~~ '?Llf'f'LY L.INE:· VALVE ~ W..!lral 1'.lA!..1.01:S fBl l!.:M"E VALV'E!l"IZE Jo 3!) 31) :10 31) :ro 31) 31) :lO :lO 0 ss SCALE 1":10' I I I I ,) q/' .I i I I I L. __ J 3622 CAMPUS OAiVf:, SUiTE 1:W NEWPORT BEACH, CA 92660 LICEr...JSE NO. 23H 714 • 75f>..0150 Af'PRO'IIE!l STATIC PRESSURE: DESIGN PRESSURE: MAXIMUM DEMAND: I 60 PSl 60 PSI 18 GP!vl THIS PLAN IS STRiCTL Y DIAGRAMMATIC. ANY DISCREPANCIES FO(fND IN THE FIELD AND IN CONFLICT WITH THE PLANS ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. , , ,·,,·. ,, , . C-3155 PUBLIC WORKS DIR~CTQR GATEWAY l?ARJt CORNER OF NElWPORT BOULEVARD . . OA"IE AND SHORT STREET ' DATE BY DESCRIPTION RE\IISIONS APP'D. DESIGNED Dlll\V,1{ C!-IECfiEl DATE CITY OF NEWPORT BEACH t-------j PUBLIC WORKS DEPARTMENT Sl-l<El l..4 °" 22 P-5163-S ' ' ' ~ -s ~ CJ ~. ·-t ~ ;ll n )' 'TI 8 " ,- z C ~ m m :rJ ,-L__ __ _.J :.:, ,. ;, ? :r 0 r Q § 0 , ~ r u a ~ " ' 2 u L ~~ z ~c ~ s: F' IJJ m JJ -1 ol :IJ I ~ I -z Ci] ' Contractor hereby understands and agrees that LCI is not responsible for nor does it make any representation as to, for or related to the existence or non-existence, identity, removal, treatment or remediation of any hazardous waste, materials or substances then existing or subsequently found on the property. Contractor furthermore hereby releases LCI of any liability related to the use, installation and subsequent clean up, if any, of substances or items in furtherance of the completion within the agreement that may in the future be considered hazardous. Contractor to assume City of Newport Beach will handle Hazardous waste issues. Plans have been prepared assuming only agronomic testing is required for these projects. Contractor to coordinate with City of Newport Beach for environmental /Hazardous waste issues. I I I ,---1 r-1 I I I I I I / I i /41 I I 'f1 i I f / I lb f ' I 'I I I I ' I I I I I u / l I I I I I I I l--/ I I '1 I t I I I I i I I I I I I I I I I I I I I I I I I I I SYMBOLS BOTANICAL NAME TREES , ••• ARBUTUS UNEDO "' ~ PHOENIX CANARiENSIS 1/,, ~- 0 SHRUBS BOUGANViLLEA 'RASPBERRY ICE' PHORMiVM TENAX 15Ut>JDO\.J~JER' • PHORMIUM TENAX 'MAORI MAIDEN' STRELZIA REGINAE GROUNDCOVER El I PLANT LEGEND COMMON NAME STRAWBERRY TR!=E BOTTLE TREE CANARY ISLAND PALM SHRUBBY BOUGANV!LLEA Nl;'w· zEALAND FLAX DWARF N.Z FLAX 13IRD OF PARADISE ~ CARISSA M. 'BOXWOOD BEAUTY' DWARF NATAL PLUM ~ ~ %AZt\NIA RIGENS 'M!TSUWA WHITE' TRAILING GAZANIA" QTY. 1 14 1 29 39 5;1. 14 '1) PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE ONLY. THE CONTRACTOR JS TO VERlfY ALL PLANT COUNTS_ SD 0 SIZE 3h' BOX :1.'f"BOX JiB.T.F. 5GAL SGA.L 5 GAL 5GAL 1 GAL F!J>.TS 2) APPLY APPROPRIATE PRE-EMERGENT HERBICIDE TO ALL SH_RUB AND GROUNDCOVER AREAS AFiER TREES AND SHRUBS ARE INSTALLED AND EXCESS SOIL !S FLOATED TO flNlSH GRADE FOR GROUNDCOVER. 3) Pl.ANT MIN!MUMS: 1 GAL<= 10" MIN. HEIGHT, 5 GAL"' 18" MIN Hf:iGHT 4) TOP DRESS ALL PLANT~R ARE.A.S WiTH 2" BARK MULCH(APPROVED BY THE C!fY.) 5) SOIL REPORT REQUIRED COMMENTS MULTI-TRUNK 8'0.C. SPACING SKINNED. 32"0.C. 42"0.C. 24"0.C. 3G"O.C. 18"0.C. 0 SP. 8"0C. 6 SP. 6) ROOT BARRIER TO BE INSTALLED FOR ALL TREES , DEEP ROOT PRODUCT, CALL 1 (800) 766-0835 FOR TECH SUPPORT. *7) UNDERPLA.NT GROUNOCO\/ER iN ALL SHRUB ARF.AS -CONTINUOUS~ ~~EWPORT BOULE\/ARD SCALE: 1"::10'-0" DATE 3m:;, CAMPUS DRIVE. SUITF 12:o NEWPORT 8~..ACH, CA 92660 LICENSE NO. 2314 714 • ?SG-0150 BY DESCRiP'!iON REVISIONS i\l'l'ilO\IED PUBLIC WORKS DIRECTOR: OAlE APP'O, DESIGNED CHECKED I DATI: C-3155 .LIDO GA.TIElfl!AV !?ARJt BOUNDED BY NEWPORT BOULEVARD, VIA LIDO AND CENTRAL AVENUE CITY OF NEWPORT BEACH P-5163-S PUBLIC \i'JORKS DEPARTMENT SHEET L'ii OF $2:2 8 G " C, ti 5J ,. < :{: z ]T• " ~ .- ~ C ~ al rn Il p ---.~--- ~ I 8 (J " " '" 0 n *] ~ -, Ii\ 0 ':.0 ~I a ' ~ : ' I ?t ....., 1, I\,; 0 JJ ~ _..,, z r.i i11 '-.; (i'\ \jJ I l/1 I ! I I Contractor hereby understands and agrees that LCI is not responsible for nor does it make any representation as to, for or related to !lie existence or non-existence, identity, removal, treatment or remediation of any hazardous waste, materials or substances then existing or subsequently found on the prnperty. Contractor furthermore hereby releases LCI of any liability related to the use, installation and subsequent clean up, if any, of substances or items in furtherance of the completion within the agreement that may in the future be considered hazardous. Contractor to assume City of Newport Beach will handle Hazardous waste issues, Plans have been prepared assuming only agronomic testing is required for these projects. Contractor to coordinate with City of Newport Beach for environmental /Hazardous waste issues, IE}{ffSTBNG • IBUBILIDiNG SYMBOLS , TREES 1-•• -ARBUTUS UNEDO ' :,: 0 FICUS BENJAMINA SHRUBS' 0 HOUGANVILLEA 'RASPBERRY ICE' 0 f'll.ORNIUrv\ 'TENAX '3UiiDOWNER' Q/lljp LANTANA MONTEVIDENSIS 'CONFETTI' 0 PHORMIUM TENAX 'MAORI MAIDEN' 0 STRELZIA REGINAE GROUNDCOVER 0 CARISSA M. 'BOXWOOD BEAUTY ~ 'GAZANIA RIGENS 'MITSUWA WH!TE' PL.ANT LEGEND COMMON NAME STRAWBERRY TREE BOTTLE TREE CANARY ISU\ND PALM WEEPING FIG SHRUBBY BOUGANVILLEA NE\.<J ZEALAN.D FL-AX MUL Ti-COLOR i..ANTANA DWARF N,Z. FLAX BIRD OF PARADISE DWARF NATAL PLUM TRAILING GAZANIA~ QTI. tr 22 1 II/ z;::, 48 I 15 J'.1,q th 1) PLANT QUANTITiES ARE FOR CONTRACTORS COfl•JVEN!ENCE ONLY. THE CONTRACTOR lS TO VER!rY ALL PLANT COUNTS. S!ZE :%' BOX ;2q" BOX li'BTF 15 GAL 5 GAL 5 GAL 5GAL 5GAL 5GAL 1 GAL FLATS 2) APPLY APPROPRIATE PRE-EMERGENT HERB!ClDE TO ALL SHRUB AND GROUNDCOVERAREAS AFTER:TREES AND SHRUBS ARE INSTALLED AND EXCESS SO!L !S FLOATED TO F!NISH GRADE FOR. GROUNDCOVER 3) PU\NT MINIMUMS: 1 GAL"' 1 O" MIN. HEIGHT, 5 GAL"" 1S" MiN HEIGHT 4) TOP DRE:SS ALL PLANTER AREAS WlTH 2" BARK MULCH. ,(APPROVED B\' THE CffY.) 5) SO!L REPORT REQU!RED NEVVPORT COMMENTS MIJLTI-TRUNK 8'O.C, SPACING SKINNED 6'0.C. 32"0.C. 42"0.C. 24"O.C, 24"!),C 36"OG, 18"O.C, 6 SP. 8"0C,6 SP. SYMBOLS C fl:, ~XL,d 6) ROOT 8ARRIER TO BE !NSTALLED FOR ALL TREES DEEP HOOT PRODUCT, CALL 1 {600) 766-8835 FOR TECH SUPPOfH. "?) UNDERPLANT GROUNDCOVER IN ALL SHRUB AREAS~ CONTINUOUS~ A.c. PARKING I -------- BOULEVARD BOTANlCAL NAME COMMON NAME QTY. S!ZE COMMENTS DISTICTUS BUCCINATORIA BLOOD-RED TRUMPET VINE. 18 5 GAL 10' O.C, FICUS REPENS CREEPING FIG 6 5 GAL 10' C,C, LAMPRANTHUS SPECTABILiS TRAiUNG lCEPl.AJ·ff FLATS 8" O,G.fiSP 0 ss I I / I I I I ·.~ NORTH SCALE 1 ": 1 O' 31322 C/\MPUS DRIVE, s1;rrE 1'20 N8!\'Pf.)f,T BEACH, CA 82660 UCENSE NO. 2314 ?i,~. 756-0150 , DATE BY DESCHIPTION I I I I I I I ~ q,1 I I I I ----·"<"--.. , ,,,.....·;>rnr-:c/t~':~,~-- Al'PROV£D PUBLIC WORKS DIRECTOR APP'D, DESIGNED REVISIONS I CHECKED DATE REFER TO SHEET L-lG FOR PLANTING DESiGN NORTH OF SHORT ST: "·-' !? !L~ IT\11l" TI li\ll G !?J a .. A !NJ C-3155 IBIAlt.lBlOA !?'!ENEL\'ISUl!.A GATIEWJAV !?ARC{ CORNER OF NEV;/PORT BOULEVARD AND SHORT STREET CITY OF NEWPORT BEACH P-5163-S PUBLIC WORKS DEPARTMENT SHEET L to Of 22 I : s: I mj ~ 931· ' [1 f._ ___ ...Ji I ol ~I ii ' I I 1 IN5ULf0AM EP5 WITffL·30 fOAM COA,, foAM PLA<oitC. !,..ND AP\\E.:,l\JE. l1''fP\CAL') !rfC: '·6 "eadlVO ~ ' ' r ~ 2'-0"rcu:.Hvo ~ \ " ' .2'-0"radiv:. ' PROPOSED l"IALL SEAL OR 5ALBOA AND LIDO Ml.l.S (Not To 5Gaie) B.ALBOA PENINSULA V'lALL ELE\,.ATION '!nevi Foam EP5 • ~!gncv30 !ol:.Wrlr.9 w./ rC--GiO Foom Goot Foam f"leist.i<.. and o:chc~lve ($cc !cFt for text zt~lc) t\Olld ~l"Ovt ~il &IOr"! ottochment Ot"~O~ ~ -Conto.:;t Jcse.ph Ress <> ('10~) 8i2-l'SDi For" pf'efabr'-1c.a&lor'1 or !etter"e (No ect.uai knoH:1"!) 'Svbrnlt. 5hop dr-a~lr.g-s Per-app,~ovoL L 1'-0" 9'-0"!4" \ F'RQP05EO Y¾Al.L TEXT STYl,E 5 (j) I 2'-b~r-adiu~ \ I ,,,.,.~ //<, ' 2'-6'radlvs/ ~' \ I , I' '+ f('" -· 1,:~· 1=-.:=&-•• :::: ' -,,., , ,, .,, . v/ ,, I I 2•-e~radius :A ' ! ¥_,.;, i , ::r-e·· 1 ~i -:::i---14" I 1 l"'Oc::Hus ~ L _r-'-I ' ----~'' 1•1 r I ----.. ,...,_ I c_ ----~-~:~ I ·-·---· .,.. __ ... ., ---' ' ' ' r· -·-~·------·---''";:''· '' --.... ···-· --. --" . ,,. " - J 0 1!!5ULfOAl't E,\'$ WiTli fL-90 ' ,, ' -,., 16" -:22" // / ,/ /. // 2'-0" 1'~0•· !8' 2.:2" --~ ~ ~Al_BOA Y-'ENINSULA ~ "'~ PROPOSED Y'lALL TEXT STYLE /46'•b" I I fl) '~ 9'-lOg 14" $'-0~ . I I / I I I -- " I -.:. t .. --·--· •• • ·-. • ' I " . -~ ! / , ~--, /-r-8 2'-6''rodlv•05 ,1 '{ "' 18" ! \ I L-----] I L-','4..-------=i I ' ,,., j L s------L .r.:-'""-.------, -----~ c:---------~:::i fe -~~-------, e~·· ' 7 - _,::... -- StuGco texture, AA stvcco, C,a!IFor"nio tro~e,leid F!r:h:,h f!ril$h ~oo:tlng: Note: Gcntroctot" to pt"'OVlde f"t!H't'IQ!r'!lflg b!a,k dcmor !:>lock!> tc G"mplete 22" high ><all. AH lfJO!l $1.H"Faco to be vridercooted ~1th or:ei e.oot er wcitew• proof prll"f'.C!", tlf\!O i:.oab or ba~e-paint coat (sAa be!oY'.l For" color} and a Final c.oat of Arma91cu, ''<100011c1ear ~ Aqyariu-., eoath,~ (A ... ti-qnaff,bl::i c.::,3tih<;;l) Available fr-om, 5hca·•t'\lin-Y"iil!iams Company, no knowr. aqpo.l 91~1 Harbor-Boulevard C.0$t" Me~o. C.OliFOfr"!10 'l:2b::1b ("114) 24l-i?b61 Golot for V'!Otl: Str--lldng Feae.h 5Y't~S25 (Hl!'.:1--!ilon Y+'i1te,) Coior !=or-""P' Coppeir Noll 5Y'<2915 C.O!or-ror fette.'!W'[!"'l!a: Tempest 6!ve. 5~.241~ (Contractor-to 1wbmlt color-sompi€Ss For all potrlt) ~ fD 18"1 'i' 1·. --==i' ---, =,-' . -·----- Available r,.am, ~ydldl Hc,ue.~ inc, Rael~_,, I'll 53401 I (DCO) e,·n-e,3,4q Stock c.alor": Moyffot"lcr &out GOfOr': Sv bmlt t11>mpl"5 '""' approve I. 1"Af.y .. ;;,ubstib.Jt!a~ reiqul!"'e of the. En3tnee::r, -' _j l LIDO JA!A,LL ELt:V,A,T!ON FOAM COAT fOAM PLASTIC Length or donor""" AND All \lE $t'1L ('t "-'(Pl CAL..) ---------~'---------------------'------------Jt l l bk:ink danOT"" b!OGk5 ,, I , 4" PL.AN \ 4"' ELEVATION JAlALL CJ\P DFTAiL I I " ?, r-Nctc.h For-futur"e fiber <>pti,:, l ir1e // 'I'll extrvded mete.I channel to ,ec.eive fiber optic coble J' I I L--- SECTION SC.ALE, !/8"=1'-0" 2x6xl6 concrete block (cut to 2x6xi2j !"l/ stucco finish 4x(l/2)x8 donor bloc.k (provided by cit~) thin set on cap block ¥"1./ ,nternollu tooled arovt loints ';J ~ ., ,,, __ .,. --,----·-,·"···-,-~~-·-·,·-~·-, 1-1-1-•-·-·"""''"""'' I ""'"' ' -I ... ...,. I """""" ! ....... i °"'"°" ' I .,,., :_.,...I_',..,..! ..... ,_,,1 _""".:"'.,1,.-:>._. __ ~_,i ... "'.'""" i""""' i """'': ' -···· \ ••• ~ ! ;::;., I t=,, .::,. i =, i ;:7,,, ----·'·-·-· PLAN 4x(l/2)xe, donor block (provided b:;i city) 8x8xl6 concrete block 18" 22" i I i •• • • ELEVATION 22" HIGH DONOR BLOCK V~ALL DETAIL SC.ALE: !/2"= I '-0" -_____ ,_,,_ ,_ . .,_, __ _ 'Sb.rcc.o Textur-e: AA 51:IJGGO, C.ollroniia t.r'oY..eled flni!,h Frn1oh C-Ooti"9, All !"iQH ~w?aGE' !:D be llf'id61"'GOOted r>flth 01":0 c.ca.t or natcr-pr'OOP f'l"'!:'t"ler-, tflo coat!> oiF ba!'!-e point Goat (e;ee belo111 tor" Gok>f') O'f'!d o flnot coot a? A>·mo91a,,. "<1ooo"acar i:>y J>.,q,tJll!"'IIJ!> Coa¾h,.:i l,t,.r,b-~~F1tt.i ~"") Avol!obf.o from, ~r-..-1!n-V'il!flom,e, Comp~, (r,c, 'born, oq,u-01) 9161 Harbor Bo-Jlevat'd eo~,a Moso, CalrFomla '12626 ( i!4/ 241-E,66'"1 C,cdor f'ar ~atl, S&l"'lkin9 PoaGh 5~.25 (Ml!-510i"l ~lto) C.alor-Par Gap: Copper Nall 51"12315 Caler for letwrlng, Tempeot Ellve, Sl"l:l41'l (Contr-actOf' to ~ubitri!t colC~ ~amp!o~ tor a!i pc!r'lt) '8' t-' j ~ 1-~·-· "~--·-·--~ -··-"· __ ,,_ -··-··-·· • :;;,2 'I ---····-·-.. ""-~ CAP FNLARGEHEN7 (22" HIGH DONOR BLOCK V'lALL) 4x(l/:2)x8 donor bloc.k (provided by c.lti;j) 8x8xlb concrete bloc.k v"!aterproo!'1ng ror ~ bacldJJ.!!;!d ~s* n~lon relni'orc.ed hot-mop -2 /c.~ers 22" HIGH DONOR BLOCK V'lALL M::l:2 CAl.fPUS o~rvr. 5urrt: ~ 20 NCWPOAT tt:ACH. CA 026~ UCEWSE HO. 231-i (714) 7!35-(H!SO IIPPRO'/EO ---- PUBLIC WORKS DIREcroR DATE --d' Now, city "' """P"'t Be,och ... m P""OVldt:t 9<::>0 t3nq"Dved ~ b!ot:kf). Ccritroc.tcr" t.c i:r.ovldo f"Ot'l'\OIMlng bl~ do<><>< t,10<,ko to complct<> ::2:i-high won. Avonen,1c-?rc:;;1"1'\, ~oic HOV!H'J IF!(;., P.oc.lroo, NI 59401 I (000) e,,,-i;- 01.-,c.k_ 6'-"1Jt c.olew": Moy?lor(tJf" !!'..010!"1 ~It ~tt,'!') ,.,.. "PP'""""'· ¥ Ary sub6t:lb.1tl Of'IG rc,qvlr'o G'ipp,"'Ova! r SC.ALE, SC.ALE: 1/2":::l'-0" C (D l?'J $ ii !Rl lUl C "if' Il O ~ lQ)IEu ~OIL$ El!AL!c!OA ArJD LIDO GJA"'i'l2t:7AV !?A~itS I i-o_A_:n::~_Ert--+--·---o_s_c_R1_r,n_o_N ____ --1Af"._P'"'"o1-D-ES_1G_N_ro __ +--0M_rm __ s_A_B-1 CITY OF NE\'if?ORT BE'ACH P-5153.~S SHEU !. 7' Of 22 REVISIONS CHECKED piATf:2/12/96 PUBLIC WORKS DEPARTMENT " ,, ,- °' ,0 2 z C s OJ m :0 :r:~---~ \ t • V, '.! Ei" UJ l V\ SCH bO P--IC :stJPPLE -··---- (Z)MARL..EX 51Ri::Ei Ell-I;,\ PVC. TEE AND ELBOV'l 7 \ /,' ~VC l-ATERAL l-lNP. • \ " - N t:11 --~ ~u-~~-=f-~'11====='='!!::~- NOTt:, lJS£ NONLE:AD PIPE DOPE ON ALL SV-ll\IG JOINT TH'<EADS. • SHRUB SPRAY ,------!O" ROLi~~o YALV'E eox "Q.G," BRANDED Ot< LID QUICI( COUPLER PREVAILING"\ HIND rf LODGEPOLE \ / l J.JJJ ' 71\ f < _,/ ~\ ~ ~ ' :,,C'✓\ 'CINCH-TIE·~~ 0::-:.:ter.=b !2" , 12" PLAN fT""':7''<'\ I 'if\ !~ · V ,r_;L~-\ 1 ~~,,;z\ ~1 \\ "f/J!f:t,,~ \ -~~~\\~;4/V ----~-TRUNK FLARE ABOVE GR.ADE •c1NGH-1:e· BY --·~ r I LCDGE:POl-F-PINE STAKE coFPE~ V.1.T. GO, OR EQ I Ii NAFHTHENATE IMPRESNATED. 2 1/:2" DIA x 12' FOR 24' SOX <> ' ,.\ND SMALLER ci t!J i 4- -'-,'nT ~ ='f' I½ I , I )/ Ir::: L ~/"'' --'-------,r'- 1 2:t ROOTBALL DIA} NOTE: INSTALL ROOIBAL.L FLUSH I"/ FiN!SH GRADE. V-IATER BASIN PER.TtUZCR TABLET -:;'CE ~,P!:::GS. BACKFILL M!X -SEE: SPECS. C::QMPAC-TED BACK FiLL fviLX MIN, Tr".0 TIES (TOP 4 BOTTOM) REQUIRED, USE THIRD TIE hHEN NECESSARY TO 'HOLD TREE: !N UPRIGHI PCSfTlON. T!E5 TO BE SSC.UR.ED TO /•,.:./OlD 5L1PPAGE. ( V-!R,A.F' 5iAK.f.:, T~l5T t. 5iAPL!2: r'!IRES.) I ;··---• ;..~~-.:-~ s ~o-X e· LO"◊ -· Copp<;,,. {iro,;"d ~\,ct NlJ1 f ./4 _,,/4,✓./;~ ~y.,'-"<" ' P-OL. r T Lf•-F'!. t.,, r [ '"·---7·--, r '--;;;·------,_.,-,/-.1, I ,-r -c_ -10 > : !, J ' ' I I I • i i '. -f.l• J ' -~1 3~ top l-o c-..,~rcs. ~:>· :,.,t-' \.·ct :.J,:,:,,- ;11 1:, )' l•o,:,,· t l~:i C>,:,su.i JG rq:,,·,'. D"·C· :J:·<:"' rl 1;;:, Or:it"· :,·;sc~"-Ii_.,'•:.;,"' ::>on, n;:,,..r CONTROLLER ENCLOSURE r-----------BLUE/GREEN (SENSOR) .---------wrnr,: (CWMDN) r--------RED (C<l»TROL WlRE) ,--------E!l).CK {SOLEHOIO) SENSOR MOOUU:'--j'--fl<,-j ?ii' 1··.J::.:=:==~~~!_..,JJ!M¥C1-_j~~.::-,---;ur:J1,1A11(; VAJ.YL L SENSOR (INSTALL IN ROOT ZONE) t-ER WNUFN:iURERS R(COl..llA£NDATICHS. CONTROL W!R£ -----D MOISTURE SENSING DEVICE 5GT Fi.,USH IN. LAHN AREA OR i" ABOVE PiNISH GRADE 1N 5HR1JS AF<.EA DIRTY WATER VALVE PALM TREE Fl;RTIUZER TIE (2) 5l55AL. OR OR.6AN!C. ffl1NE TO 5TA61LIZE: TH!: FRON!J'S a PROTEC.T THI= HCA~T. TIE PR!OR TO DELIVERY. ffllM !/9 Or' f'ROND5, "F'IN~AP?LE" THIS Af.i'J:A LOOK~ UKE A LA~6C PINEAPPLE J."(Hr:N PALM !!'.~ TRIMMED 4 ~i::D FOR iJNlfORMl'iY, PALM TR1.Jt~K TO SE PLJ.,'MB (\f:::RTIC.AlJ, UNLC:$$ OTHERY-llS!:; NOED PALM R.OOTBALL Fi.-ANT' ro ORIGINAL GRADE, PRUNE LOOSE MATEf<(AL. f'IN!SH 6RADE 9ff FLEXIBLE PER""OR.A.TED P!PE J."'i!TH C.AP 6.1,,CKr'iLL., !60% 11.A!?,HED PLA5Tt:R 5,A.l,iD 8" V!A A:.i&EREO HOLE (18"-21'' r"P..OM SAN:O LAYE:RJ BAc:.KflLL Y'il 3/4' 6R/'o.V1'.:l-., NOT!=, 1:2" (TYPICAL fa.1.L :,IDESj PALM 15 TI<IMME:?, CLEANED, AND TIED BACK AT ITS 0~16iNAL LC'::'.:·.ATtON PR!OR TO OE.LiVERY LUTZ PAlw! SPIKES #301:flJ, 10 PER 1!1" l:\TH CALL {lHS) '132-'23ff3 FOR 'OE.TAILS PALl'Jl TREE PLANTING TRENCHING NOTE, MAINT.AlN MIN.. l.'2" C.1..£.A.c:ANCE ON ALL S.IDf::5. FMM 6!..06'.5, V'{AU.5, t:Tc, ' ;;. ·,;. L~ ALL ~~ ~41AL.L !3fc 1N57N,.1.J'.;;D Fl::R MAH..'!" AC-l'VR-""R 'S S"'fC,!FiC.ATION, CONC. PAD PLAN V!Ei't NOTE, ~JG.ED ~'ru; 5MKF!..O>i AS~ Y $HAU el= LOCAiEO 1N 5!-IRt.lB AAEJl5 r¾e'EN l"'OS!SL.C \0 MHIEVE VlgJAL $CR.EENJ'!,l<!.. LE ~ LE t-tM.. Sffl.CN600X Cr.i 5-WAL V,AJIDAL Re,t5rAW STA!~ Srfil!l t:~~'RE. 5tl!:: ,\5 Nt:'CE:"='ARY, I CU. FT. U'NC,, 1riRl.1=1" ewe"" R.P. BACKFLOW PREVENTER '1~JI ENCL. TREE GUYING NOTES· NOTE, SEE TREE PLANT!'N$ DE'f A!L fOR rRtt PIT !1--t'FORM'AT!ON, TOP OF ROOT BALL TO 8C: H/:2" ABOVE F!N!SH SR.ADE FOR PLANTING, REFER TO TREE PLANTiNG DETAIL. ROOT BARRIER H\!ST AllATBON DATE --------· LA f'::I D SCA °ffE =---~-R-~~~-~~~,l~T~E~C~T~-~S 3022 CN,1iPUS t,)R!VC. StJffF 1 io NE',.../POITT BE,~CH, CA 9?.6f;Q LICENSE NO. 23M o/H • 7.Sv--015-0 BY OESCRll'110)1 REVISIONS 0 0 0 Q 0 0 0 0 0 N(TT"(: LXATI'.: ,-.."'LA.N'f~ $«"AG!:'O !:O!JAL Oi-:',,.,.,AN<:;,t (D) f""~..Ql'-{ EACH O~~ A<j. 5...0¥''!!'{ GROUNDCOVIER PLANTING SHRUB PLAr<JTING Con!rac!or hereby understands and agrees Iha! LCI is not responsible for nor does ii make ~ny representation ~s, lo, for or related to !ha exis!ence or mm-exis!ence, idenmy, removal, ,rea!menl or remed1at1on of any hazardous waste, malerials or substances lhen exis!ing or :ub~_equenlly found on the,property, Contractor furthermore hereby releases LC! of any !1ab111ty, related lo !he use, ms!allalion and subsequent clean up, if an1', of substances or item: in furtherance of the completion within the agreement that may in the future be considered hazardous, Conirnc!or lo assume City oi Newport Beach will handle Hazardous waste iss~es. Plans have been pre~ared assuming only agronomic !es!ing is required for these proiec!s, Contractor lo coordinate with City o! Newport Beach for enviror.mental /Hazardous waste issues, .-~--:,.,;_..:.=.:.,_::_·.::::::-..., ... im!\Cl DA'i'E GlA!l.Gl@A I? rar..'l n !;JS ll.Do..£:1 12,. n. n 1i'll@ ~AY!E'ifJAV !?A~&tS Cl'TY OF NEWPORT BEACH P-010:3.5 PUBLIC WORl<S O::PAATI1.::£Ni ~rn .I. S er 22 :, 0 ~ 0: il ~ ~ -~ n > L a 1.) z z C < ·-· [!J m JJ 5 ,._ ______ , I ! )> 2 0 :rJ k ~ z G1 PART 1 • GENERAL 1.01 SCOPE OF WORK A Work included: Labor, materials, tools, equipment, facilities, transportation, and services necessary for and incidental !o performing operations of work in this section, and as shown on !he drawing,. or specified herein. Work includes, bu! is not limited lo, !he following: 1. Trenching and backfiiling 2. Pipe and sprinkler head installation 3. Au!:imatic controller and remote control valve installation 4. Rain Monitor 5. Moisture sensors 6. Record drawings and guarantee 8. Related Work Specilie, in Other Sec'ions: 1. Landscape Planting • Section 02910 2. Palm Planting • Section 02940 3, landscape Maintenance• Section 02950 C. Definition: The word Architect es used herein shall refer lo Owner's Authorized Representative, 1.02 QUALITY ASSURAMCE i0ND REQUIREMENTS A. Ordinances and RegL'''.l!ions: Al! local and slate iaws, rules and regulations govemin1, or relating to any portion of this work ere hereby incorporated into and make part of these specifications, Nothing contained in these specifications shall be construed to conflict with any of the aforementioned rules, regulations, or requirements. However, when lhese specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, !hen these specifications shall !aim precedence. B Explanation of Drawings: Due to the scale of the drawings, it is not possible to indicate all offsets, fillings, and sleeves which may be r.;,quired, The Contractor shall carefully investigate the structural and finished condition affecting the work and install a complete irrigation system within the intent of the drawings and specificaiions, furnishing such fittings and miscellaneous materials es may be required. Drawings are diagrammatic and indicative of work and materials required. C. Manufacturer's Directions: Manufaclu,er's specifications and detailed drawings shall be followed where !he manufacturers of equipment used in this Contract provide installation methods not shown in the drawings and specified herein. D. Discrepancies: The Contractor shall not willfully inslall the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exis! that might not have been considered in engineering. Such obstructions or differences shall be brought to the attention of the Owner Authorized Representative. In the event this notification is not performed, the contractor shall assume full responsibility for any revision necessary. E. Permit and Fees: The Contractor shall obtain and pay for any and all permits and all inspections required by permits F. Under,vrilers Laboratories: Electrical wiring, controls, motors, and devices shall be U.L. listed, and so labeled. G. Existing Condition: Do not disturb existing improvements wilhoul approval of the Owner: and then only in the event that obstructions are encountered. 1.03 SUBMITTALS A. Material List (Performance Specification Only). 1. Complete material list shall be subr,,itted prior to performing any ·work. Material list shall include lhe manulaciurer, modal number and description ol all materials and equipment to be used. 2. Manuiecturer's specifications, catalog cuts, and other data required demonstrating compliance with the specified requirements. 3. Manufacturer's recommended installation procedures which, when approved by the Owner's Authorized Representative, will become !he basis for accepting or rejecting actual installation procedures used on the job. 4. Equipment or materials inslalled or furnished without prior approval of the Owner's Authorized Representative may be rejected and the Contractor mquired lo remove and replace such materials from !he site at the Contrnctor's own expense, 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 8. Record Drawings 1. Provide and keep up-lo-dale record drawings which shall be corrected daily and show every change from the original drawings and indicate the exact "as-built" locations of equipment. Prints for these purposes may be obtained from the Owners Authorized Repregentative at cost. Record drawings shall be kepi on the site al all times. 2. These drawings shall also serve as worl, progress sheets and shall be the basis for measurement and payr1ent for work completed. These drawings shall be available at al• ,mes for observation and shail be kept in a location designated ,, the Owner's Authorized Representative. Should the record o,ueline drawing progress cc D. E. 3. 4. sheets not be available for review or not be up-lo-dale at !he lime of a'1y observg!irin (refo;r !'l Section 3.10 -Site Observation Schedum), ii will be assumed no work has been completed and the Contractor wiil be assessed !he cost of that site visit at the curren! billing rate of !he Owner's Authorized Representative. No other observations shall take place prior to payment of that assessment. The Contractor shall make neat and legible notations on !he recore1 drawing progress sheets daily as the work proceeds, sh:iwing the work as actually installed. For example, should a piece of equipment be installed in a location thal does not match the plan, !he Contractor mus! indicate that equipment has been relocated in e graphic manner so as lo match !he original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time. Before !he final site review, transfer infonnation from the "as-builts" prints lo sepia mylar procured from the Owner's Authorized Representative. All work shall be in waterproof ink. Dimensions shall be made so as lo be easily readable even on 1he final controller chart The original mylar "as-built" plan shall be submitted to the Owner's Authorized Representative for approval prior to the making of the controller chart. Dimension from two (2) permanent points of reference (building comers, sidewalk, or road intersections), the location of the following items: a. connection to existing water lines b. connection to existing electrical power c. gate valves d. routing of sprinkler pressure lines (dimension) maximum 100' -0" along routing e. sprinkler control valves f. routing of control wiring g. quick coupling valves h. controller i. other related equipment as directed by lhe Landscape Architect j. sleeve locations Controller Charts 1. The O,vner's Authorized Represen!a!ive shal! review es-built drawings before controller charts are prepared. 2. Provide one (1) controller chart for each controller supplied. 3. Show the areas controlled by the controller valve sequence. Maka the chart a reduced drawing of the actual "as-built" system. However, in !he event the controller sequence is not legible when the drawing is reduced, enlarge it lo a size Iha! wili be legible when reduced. 4. The chart shall be a blackline or biueline diazo print A different color shall indicate the area ol coverage for each station. 5. When ccmpletad and approved, hermetically seal the chart between two pieces of plastic, each piece being a minimum of 10 mils, 6. These charts shall be completed and approved prior to final inspection of the irrigation system. Operation and Maintenance Manuals 1. Prepare and delivor to the Owner's Authorized Representative within ten (10) calendar days prior to completion of cons!ruc!ion, two (2) hardcover, three ring binders containing the foliowing information: a. Index sheel providing Contractor's address and telephone number, and a list of equipment with the name and address of local manufacturer's representative. b. Catalog and parts sheets on every material and equipment installed under !his contract. c. Guarantee statement d. Complete operating and maintenance instruction on all major equipment 2. In addition io the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to !he Owner's Authorized Representative al the conclusion of the project that this servico has been rendered. Equipment to be Furnished 1. Supply as part of this contract !he following tools: a. Two (2) sets of special tools required for removing, disassembling, and adjusting each type of sprinkler and va!ve supplied on this project. b. Two (2) valve keys fer operation of gate valves. c. Two (2) keys for each automatic controller. d. One {1) quick coupler key with hose bibb attached for every five (5) or fraction thereof, type of quick coupling valve installed. 2. The above mentioned equipment shall be turned c,ver to the Owner at !he conclusion of the project Before final obsenm!ion can occur, evidence that the Owner has received these items must be shown lo !he Owner's Aulhorized Representative 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING: A. E)(ercise care ln handling, loading, uploading and storage of pipes and fittings. Transport pipes in a vehicle which allows the length of pipe to lie !Jal so as not lo subject it lo undue bending or concentrated external load al any point. Any section of pipe that has been denied or damaged will be discarded and, if installed, shall be replaced with new piping. Permission lo store materials on site shall be obtained from the Owner. 1.05 SUBSTITUTIONS A. Substitution of any product, material, or equipment without prior wri!ten approval of the landscape Architect will no! be permitted. 1. Approval of any Item as e substitution or alternate shall be based on !he following information, or, samples provided by !he contractor: a. Provide a s!alement indicating the reason for making the substitution, using e separate sheet of paper for each item lo be substituted. b. Provide descriptive catalog lilerature, performance charts, and flow charts for each item to be substituted. c. Provide the amount of cost savings if !he substituted item Is approved. 2. Be responsible for Iha total performance of such substitution to equal or surpass !he original design in every respect. 3. If the substitution proved lo be unsalisfaclory in the opinion of the Landscape Architect, remove such work and install originally specified item. ·1.os GUARANTEE 1. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed with !he Owner prior lo accaptance of Iha irrigaiion system. 2. A copy of !he guarantee form shall be !nclwded in the operations and maintenance manual. 3. The guarantee form shall be re-typed on!o the Contractor's letterhead and shall contain lhe following information: GUARANTEE FOR IRRIGATION SYSTEM: V\le hereby guarantee that the irrigation system we have furnished and installed is frea from defects in materials and workmanship, and !ha work has been completed in accordance with the Drawings and Specifications ordinary wear and !ear, unusual abuse or neglect axcepted. We agree lo repair or replace any defects in material or workmanship which may develop during the period of one year from date of ac.ceplence and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs !o the owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In lhe even! of our failure !o make such repairs or replacements within a reasonable time after receipt of wril!en no!ica from the Owner, we authorize the Owner lo proceed to have said repairs or replacements made a! our expense and we will pay the costs and charges therefore upon demand. PROJECT: __________________ _ LOCATION: SIGNED: ADDRESSED: __________________ _ PHONE: ______ DATE OF ACCEPTANCE: PART 2 • PRODUCTS 2.01 GENERAL: Materials shall confonn to the following requirements and shall be free from defects end imperlections, unused and of recent manufactuer. Where two (2) or more identical items are required, !hey shall be of the same manufacturer. Where product names, numbers, or modals are indicated and the specified product has been discontinued, fumish the manufacturer's superseding product 2.02 PVC PRESSURE PIPE and FITTINGS A. Manufacture pipe from NSF approved Type I, Grade I, and PVC compound conforming lo following: 1. ASTM 01784 2. ASTM 01785 3. F.S. PS-21-70 4. F.S, PS-22-70 B. All PVC pipe must bear !he following markings: 1. Marn.,faclurer's name 2. Nominal pipe size 3. Schedule of class 4. Pressure rating P.S.I. 5, NSF (National Sanila!ion Foundation) approval 6. Dale of extrusion C. Fittings 1. Fittings shall bear !he man1.,faclurer's name or trademark, material designation, size, applicable I.P.S. schedule, and NSF seal of approval. 2. Fittings (2' through !l') slip type may be used, 'iut must be similar ,n all respects to !hose manufaciurad by Cal Am Manufacturing Company and installed in accordance with their reoommendalicns. D. Pressure main line piping for sized 2• end larger; PVC Class 315. E. Pressure main line piping for slze.s 1 1/2" smaller: PVC Schedule 40 with solvent welded joinls. F. PVC soivent-weld filling: Schedule 40, 1-2 ii-I NSF approved conforming to ASTM 02466. G. Solvent cement and primer for PVC solvent-weld pipe and fittings: o! type and Installation methods prescribed by the manufacturer 2.03 PVC NON-PRESSURE LATERAL LINE PIPING A. Non-pressure buried lateral lina piping: PVC Class 200 with solvent-vrold joints, 8. Pipe shall be made form NSF approved, Type I, Grade !I PVC compound conforming lo ASTM resin spsci!ication D1784 and meeting requirements set forth in Federal Speclficalion PS-22-70 with an appropriale standard dimension ratio. C. Except as noted above, requirements for non-pressure lateral line pipe and fittings shall be the same as for solveml-v.ie!d pressure main Jina pipe and fittings. D. Moisture Sensor: As indicated on drawings. E. Rein Monitor: As indicated on drawings. 2.04 BRASS PIPE AND FITTINGS: A. Where indicated on Iha Drawings, use red brass screwed pipe conforming to Federal Specification fl WW-P-35·1. B. Fittings shall be red brass conforming lo Federal Specification ii v1rW-P- 4so. 2.05 COPPER PlPE ANO FITTINGS: A. Pipe: Type K, hard tempered. B. Fillings: wrought copper, solder joint type. C. Joints shall be soldered with silvar solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus et 1125° F. and liquidus a! 1145° F. 2,06 GALVANIZED PIPE AND FITTINGS: A \Nhere indicated on the Drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe, B. Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant couplings. C, All galvanized pipe end fittings installed below grade shall be painted wilh two (2) coats or Koppers ii 50 bi!umaslic. 2.07 BALL VALVES A Ball valves 3' and smaller shall meet !he following requirements: 1. Ball valves shall be double union design with Teflon seals wi!h ono end blocked lo prevent ball from being blown out under pressure. 2. Ball valves shall have !hreadeo end connector ca1Tiers end slam O'rings of either EPDM or Vitron. 3. Bell valves shail meet ASTM S!andan:ls, Schedule 80 PVC sockets. 4. Ball valves shall be similar to !hose manufactured by King Brothers or epprovod equal, 5. All Ball valves shall be installed per installation details. 2.08 QUICK COUPLING VALVES: A Quick coupling valves shall have a brass ona or t.,;o.piece body deslgnod for working pressure of 150 psi operable with quick coupler as spacffiod on plan. i~~~~h~\Tiiill L,ANDSCAPE, ARCHITECTS -···---··-· .. ,.._. __ . __________ ,. ___ __ 3822 CAMPUS QRf\l'F $Ufff'. 120 NFWP()F!T 8Efa.,::H. CA 926&": UCENS!c NO 2314 71,t. 756-015(! M7E DATE llY OESCR11'1101! REVISIONS OA1t !LA~ !Di SCA PI=: B ~RD GA "i" DON SECTION 02810 GlA!l..□@A I? 1:2!;~ D t\'! $ U !J..A J1 ll..BID\O IGA"il'L:'1tJAV l?Ar,?~tS CITY OF NEWPORT BEACH P-s1os~s PUBLIC WORJ<S 02:PAFm'!.ENT tc::u L ~ i::: 2 2 u s. il ;2 I b/ R n I C 0\ " ,,, " u ~ '" 0 " " ro ti < ,, " 5 L:: 2 :, K ,, ,. u u ' p ,. > " ::£1 z C' n E: ! ~I ·c1 ~: 2 1 ~ G Bi n I £ 0 T, I u -, ~ 0 " " " > ·< z 0 C .z , 0 \J\ ~ JJ )>- ('> 2: 'S,;.z ;;. G) l;,7 ~c :, $. "' OJ m JJ \) \ ~ (i"; \.Jil l \J I I I ' -·--" 1~Q~ !ASKET STRAINER AND PRESSURE REDUCING VALVE ASSEMBLY: ~r"' ·r; ; ~ /' ii I A,'-'.~~~~vide and install basket strainer and pressure reducing valve.P"'-ssembly Ii , ~wnstream of irrigation reclaimed waler meter as sl:lcfv;n on !he l ; Dr~s. / I i B. Basket ~i;_ shall be a Hayward Model # 77,.&ith flanged bronze body !'1 1 11 1,· and 40 mesh mo~I screen. / . C. Pressure reducing va,1, .,,,shall be ~s 500FC -HLR with flanged r r17 bronzed body and HLR sprn ~ ressure setting shall b& as noted on the I v Drawings. ~'-_ D. Gate valves shall),:?1fibco Model ~~with flanged cast iron body, bronze moun!';ldiind 2' operating nut. '- The J!vt.'~sembly shall be bolted !ogelhe~~~!ainles.s steel nuis a '"'•oolls. " Install entire assembly within a Brooks Model ti 24 series, 27~1'/4~ 50- 314" x 18' deep plastic vault with 12" extension and plastic bolt "dqwn E. E ~ . ..,. ====!:::co~.v.er ·-· ... ·•-._.. . . ~ '"',c,! 2.10 BACKFLOW PREVENTION ASSEMBLIES A. Reduced Pressure Backf!ow Preventer: Size and type indicated on the drawings. Equipped with ball valve, shut-0ffs, and test clocks as approved by the governing Health Department B. Wye strainers al backfiow prevention units shall be 125.'# class brass with 40 mesh monel screen and shall be similar to Bailey #1 OOA 2.11 CHECKVALVES: A. Swing check valves 2' and smaller shall be 200 pound W.0.G. bronze construction with replaceable composition, neoprene or rubber disk and shall meet or exceed Federal Specification WW-V-51 D, Class A, Type IV. B. Anti drain valves shall be of heavy-duly virgin PVC construciion with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anli-drain valve shall be field adjustable against drawout from 4 to 32 feet of head. Anti-drain valve shall be similar lo the Hunter HCV or approved equal. 2.12 ELECTRICAL WIRING A. High Voltage: 1. 120 vol! Electrical service connection lo automatic controllers. Booster .pumps shall be provided and performed by a qualified Electrical Contractor. B. Low Voltage: 1. Control Wiring: 2. 3. 4. 5, 6, a. Unless otherwise noted, connections between an automatic controller and its corresponding electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. b. Control wiring installed in control wire conduit within structure shall be made with AWG-TVV solid copper wire. c. When more than one controller is installed a !he same localion, pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. d. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than# 14. Wiring shall occupy !he same trench and shall be installed along the same route as pressure supply or laleral lines wherever possible. Where more than one (1) wire is placed in a trench, Iha wiring shall be taped together al intervals of ten(10) feet. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting Iha control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. All splices shall be made with Scolch-Lok # 3576 Connector Sealing Packs, Rainbird Snap-Tile wire connectors, or approved equal. Make only one splice with each connector sealing pack. Field solices between the automatic controller and electric control valves 'will not be allowed without prior approval of !he Owner Authorized Representative. 2.13 AUTOMATIC CONTROLLERS AND ENCLOSURES: A. Automatic Controller: 'L Automatic contro!ler(s) shall be of size and type shown on the Drawings, • 2. Toe Ovmer's Authorized Representative shall approve final location of automal!c oontroller(s). 3. Unless otherwise noted on the Drmvings, the 120-vol! electrical power lo each automatic controller location is to be furnished by others. The final electrical hook-up shall be !he responsibility of !he Contractor. 2.14 REMOTE CONTROL VALVES A. Size and type as shown on drawings. B. Provide one valve box for each remote control valve. I l C. All electric control valves shall have a manual flow adjustment. D. Install identification tags on all remote conlro! valves. I.D. tags shall be manufactured from Polyurethane Behr Desopan. Use Christy's standard lag hot-stamped wi!h black le!iers on yeliow background. Tags shall be numbered lo match programming shown on the Drawings. Provide one tag for each remole control valve. 1. Special order tags from T. Christy Enterprises, 403 West Brenna Lane, Orange, CA 92867. Phone (714) 771-4142 and Fax (714) 771- 3029. 2.15 VALVE BOXES A. Use 10' x 10-1/4' round box for all gate valves, Carson Industries# 910- 12B with green bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) inches. 8. Use 9-112 x 16' x 11" rectangular box for all remote control valves, Carson Industrias #1419-128 with Green boll down cover or approved equal. 1. Each valve number shall be heal branded en valve box lid with 1 ½" tall letters. Branding unit available from Hydroscape Products, Inc., phone number (714) 639-1850. C. Use 1 O" diameter x 10-114' deep round plastic valve box for all quick coupling valves, Carson Industries# 910-128 with green bolt down cover or approved equal. 2.16 SPRINKLER HEADS A. All sprinkler heads shall be of !he same size, type and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure and discharge as shown on the Drawings and/or as specified herein. B. Spray heads shall have a screw adjustment C. Riser units shall be fabricated in accordance with the installation details. D. Riser nipples for all sprinkler heads shall be the same size as the riser opening in !he sprinkler body. E. All sprinkler heads of lhe same type shall be by the same manufacturer. 2.17 PIPE SUPPORTS: Provide Fee and Mason #212 split ring hangers with supporting rods. 2.18 SLEEVES A. Pipe sleeve shall be Schedule 40 PVC, two (2) limes !ine size. Control wire sleeve shal! be Schedule 40 size as required. 2.19 MISCELLANEOUS IRRIGATION EQUIPMENT: A Refer to Drawings for sizes and types of miscellaneous irrigation equipment. B. All miscellaneous irrigation equipment shall be as specified or approved equal. PART 3 -EXECUTION 3.01 SITE CONDITIONS and PREPARATION A. Scaled dimensions are approximate. Check and verify size and dimensions. B. Coordinate installation of irrigation materials including pipa to avoid interference with utilities or other construction or difficulty in planting trees, shrubs, and groundcovers. Tree localions lake precedence over pipe routing. Have trees staked and route piping outside of required root bell excavation. C. Contractor shall carefully check ali grades lo satisfy himself that he may safely proceed before 0. Physical Layout 1. Piping or equipment shown diagrammatically on drawings outside of planting areas shall be installed inside planting areas whenever possible. 2. Ley out sprinkler heads and make minor adjuslmenls required due to differences between actual si!e conditions and Iha drawings. Make adjustments within Iha original design intent. 3. locate valves in groundoover/shrub areas. E. Waler Supply: 1. Connect irrigation system lo water supply poin!(s) of connection as indicated on the drawings. 2_ Make plumbing connections al point of connection indicated on drawings. Contractor shall be responsible for any minor changes in location necessary due to actual site conditions. 3. Prior !o installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads. 4. The Owner's Authorized Representative prior to insta!lalion shall review all layouts. F. Electrical Supply: 1. Electrical connections for any and all automatic controllers shall be made to electrical poinl(s) of connection as indicated on he Drawings. 2. Connections shall be made, at the approximate localion(s) shown on the Drawing. The Contractor is responsible for minor changes caused by actual site conditions. 3.02 TRENCHING A. Excavate trenches straight, and support pipe continuously on bollom of trench. Lay pipe lo an even grade. Trenching excavation shall follow layout indicated on drawings and as noled. B. Depth of trenches shall be sufficient to provide a minimum cover above the top Of the pipe as follows: 1. Pressure lines under AC. paving• 30" cover 2. Pressure line larger than 2 1t2· • 24" cover 3. Pressure lines 2 i/2" or smaller -18' minimum cover 4. Control wiras -18' minimum cover 5. Non-pressure lines -12" minimum cover 3.03 BACKFILLING A. Trenches she!! not be backfilled until required tests are performed, Carefully backfill trenches with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Mechanically compact lo a dry density equal lo adjacent undisturbed soil in planting areas. Conform backfill to adjacent grades without dips, sunken areas, humps or other surface irregularities. B. Place fine granular material or initial 6' of backfill on all lines. No foreign matter larger than 1 /2' in size will be permi!led in the initial backfill. C. Flooding of trenches will be permitted only with approval of the Owner's Authorized Representative. D. If settlemenl occurs end subsequent adjustments in pipe, valves, sprinkler heads, planting, or other construction are necessary, make all required adjustments without cos! lo !he Owner. 3.04 TRENCHING and BACl(FILL UNDER PAVING A. Backfili trenches located under paving with sand (a layer 3' below !he pipe end 3' above tile pipe) end compact in layers to 95% compacticn, using manual or mechanical tamping devices. Remaining backfill shall be 3.04. Compact trenches equal lo !he compaction of the existing adjacent undisturbed soil and leave in a firm unyielding condition. leave trenches flush with the adjoining condition and grade. Set in place, cap, and pressure test all piping under pavement prior to backfilling and paving work. B. Piping installed under existing pavements shall be done by approved jacking, boring, or hydraulic driving. Any cutting or breaking of sidewalks andfor concrete necessary shall be performed by lhe Contractor end paving replaced as a part of !he contract cost Permission lo cut or break sidewalks and/or concrete shall be obtained fom1 the Owner's Authorized Representative. No hydraulic driving will be permitted under asphaltic concrete paving. C. Provide for a minimum cover of thirty six {36) inches or eighteen (18) inches between the lop of the pipe and the bottom of the aggregate base whichever is greater for all pressure and non-pressure piping installed under asphaltic concrete paving. D.' Coordination installation of piping and wires under paved areas with the General Contractor. 3.05 SLEEVING: A Sleeves shall ba installed a minimum of 6 inches beneath the bottom of !he pavement sub-grade and at least as deep as piping requires. B. Provide and backfill minimum of 6 inches over and under all sleeves localed under paved areas. A compaction test is required to confirm 95% relative density. C. Piping under pavement shall be installed within a PVC schedule 40 sleeve. The sleeve shall be a minimum of twice the irrigation line diameter and shall extend a minimum of 6 feet beyond such pavement. in-line fittings, including couplings shall not be permit!ed under paved surfaces except where Ille length of the line under paving is 20 feet or greater. The ends of sleeves shall be capped hand light until piping is laid, D. Sleeves under existing pavement may be installed by jacking, boring or hydraulic driving. No hydraulic driving is permitted under asphallic concrete pavement at depths less than 36 inches. 3.06 PIPE INSTALLATION A Solvent Weld Plastic Pipe and Filling 1. Install in accordance with manufacturer's specification. Provide moderate 'snaking" from side to side in trench lo allow for expansion and con!raclion. 2. Thoroughly clean PVC pipe and fittings of dirt, dust, and moisture before installation. Installation end solvent welding methods shall be es recommended by !he pipe end fitting manufacturer. 3. Install sprinkler head on plastic pipe as indicated on Drawings. 4. Prepare all welded joints with manufacturer's primer prior lo applying solvent a. Allow welded joints al leas! 15 minutes set-up/curing !!mo before moving or handling. b. Partially canter load pipe in trenches lo prevent arcili[lg and shifting when 1,va!er pressure is on. c. Do no! permit water in pipe unlil a period of at least four hours has elapsed for solvent weld setting and curing, unless recommended otherwise by solvent manufacturer. 5. Do backfilling vmon pipe is cool. a. Pipe can be cooled by operating the system for a short lime before backfill, or by backfilling in !he early pert of !he morning before the hoat of the day. 6. Curing: a. When !he lempsralum is above BO"F., ollow soluble wold joints al leas! 24 houro during tho time before water is introduced under pressura. • b. When !empmn!ure is balmv BO"F., follow manufecturer's rocommonda!ions. B. Assemblies: 1. Routing of sprinkler irrigation llmis os ind!calad on tho Drmvlngn is diogmmmelic. in~tell lines (end vorious assemblies) in such o menner es to conform with !hs dateils per the Drm'lings. 2. Install NO multiple ossemblias in ploslic !Ines. Provldo om::h assembly with ils own outlet 3. lnslell o!I assemblies specified herein in eccordanoo with respeciive detail. In absence of detail drawings or Spccifico!ions pertaining lo spacific items required to complolo work, perform such work in accordance with best standard prsctioo wi!h prior approval of Owner's Authorized Represonlative_ 4. PVC pipe end fittings shall be thoroughly cleaned of dirt, dust end moisture before installation. lnstellalion and solvent vrolding methods shall be es recommended by !he pipe end fitting manufacturer 5. On PVC lo mslol connections, the Con!mc:tor shall 11/'0rk !ho mstol connections first Teflon !epo or approved equal, choll bo used on all !hroodod PVC lo PVC, and on all threodod PVC lo motel join!!!. Ugh! wrench pressure is ell !hat is requirnd. Where throedcd PVC connsclions are required use thraadad PVC adapters into whicll the pipe may bo welded. C. Thrust Block: Provide concrete thrust blocks et each change of direction and al terminal points of rubber gasket pipe and plastic prassuro main lines. D. Threaded Plastic Pipa: Teflon !cpo lhrom!cd connections. E. Galvanized Pipe ond Fillings: 1. Galvanized pipo throeds shall ba cut with clean, sharp diem, conforming lo American Standards Association Spacilicalion B-2. Malo plpo !hreods shall ba coated with a non-toxic, non..l,ardaning, non-corrosive join! compound. 2. Galvanized pipe Installed on.grade shall be enchorod wi!h • J" shaped f/4 rebar, 18' long al 10'-0" maximum sp:::cing. F. Copper Pipe and Filling: Cut pipe square with a wheal typo cul!or, cleaned, froe of bum; or olhor eictrnneous motorials, and !roaled 1•.tith recommended flux before joining. Pipe should bs inserted firmly to Iha filling slop; filling should ba heated uniformly until solder is drawn complelely into join! and forms a uniform baed al lho oc.1er odgo. Connections lo threaded fillings or equipment should ba mmlo by using threaded edepters or fillings soldered lo the pipa. G. Brass Pipe and Fillings: As~emblo using !eflon tape on malo lhrosds. H. Line Clearance: Lines shall have e minimum clearanoo of 6" from each other and from lines of othsr trades. Do not install parollol lino:i directly over one another. 3.07 QUICK COUPLING VALVES: Unless olherwise indicated. locale vo!voti within 12• of hordsc.ipo; in shrub areaa at minimum heigh! permitted by locol code. 3.08 PRESSURE REDUCING VALVE: A Brass assembly: Adjustable output pressure. B. Set velvo lo prnssura indicated on plan. 3.09 FLOW MONITOR SYSTEM A. Flow Monitor: Wall mount within controller ern:Josuro; connect lo 120-volt power source. B. Flow Sensor Filling: Install filling on irrigation main lino on discharge side of backflow preventer, prior 10 any remote control val110 assemblies. Filling is lo bo installed on a straight portion of main limi with a minimum of 4'-0" of slrnigll! pipo on each side of fi!!ing. Provldo c=ss to filling with a remote control valve box. DATE :-~f&t£~~--~~t- LA N DSCAP E ARCHITECTS 3$22 CN>APUS !,)RIVE, SUIT'C 1'20 NF'IVP()fi'f8!:'AC'>l, CA ~600 UCENSE: NO. 231-<l 1i 4 • 75~150 !lY ! ' DESrnl?11DN l l!EVIS!OtlS !L.Al;,1 [l)S ©Alt' a= D vl~fl GA 'il"O C t'J SGCii"IOt\'J 02910 GA !l.. Gl@l':. !'? G! C' J D [.'JS !JlJ ll..tl lb 11.0K\1@ ll3A "[j"[~~rJ AV I? Atitts CITY OF NEWPORT BEACH P-01oa-s F'UE!LIC \1\/0RJCS D:!PAA"l'l'!.'.:N"I' t:rn 1. IO a .22 \ ' ·-·~--~ ;,, " 0 ,_ ~ I I ' ' ' ' !n \; [-:: ~ n ~._ ___ _; ~.-----~ ~. z □I ::::; I ~I <, Zi G1 I. 3.10 CONTROLLERS end ELECTRICAL SUPPLY A. Controller lnstalla!ion: Install per manufacturer's instructions. Final location shali be approved by !he Owner's Authorized Representative. B. Controller Power Supply: 1. Outdoor lnstallalion: The pennanent Installation of a 120 volt, 60 hertz power supply to an outdoor controller should be performed under a suitable permit in strict compliance with loelll electrical codes and by personnel properly trained in such installa!lons. If an underground power supply is required, conduit specifications and depth of cover should comply with local code requirements. The National Electrical Code, Article 300, Section 300-5, requires for circuits of 0-600 volts, nominal, direct burial Type UF cable minimum cover of 24", rigid metal conduit minimum cover of 6", and PVC conduit minimum cover of 18". Exception No. 4 of Article 300-5: Residential branch circuits rated 300 volts or less and provided with over current protection of not more than 30 amperes shall be permllted with cover requirement of 12". Direct buried conduit end cable emerging from the ground shall be protected in rigid metal conduit of Schedule 80 rigid non-metallic conduit, extending from the minimum cover distance required to the junction box. All underground installations shall be grounded and bonded in accordance with Article 250 of the National Electric Code. No laps or splices shall be allowed in underground power conductors. a. Provide rain switch on cabinet, wired to controller. C. Direct Burial Control Wiring 1. Place !ow voltage wiring in the same trench and along side of main lines unless otherwise approved. 2. Whan more than one wire is place in a trench, tape wires together al maximum 10'·0" o.c .. 3. Provide a 24' expansion loop at each connection and directional change. 4. Use continuous wire between controller and remote control valves. Do not splice wire al eny point Enclose approved splices in an acceptable plastic valve box. 3.11 CONDUIT AND SLEEVES: A. Coordination: Sleeving will be existing only when installed under another contract For all other installations, provide materials and coordinate conduit and sleeve installation with other trades as required lo facilitate smooth construction sequence. B. Conduit: Furnish end install conduit where control wires pass under or through walls, walks and paving. Conduits to be adequate size to accommodate retrieval for repair of wiring and shall extend 12 inches beyond edges of walls and pavement C. Sleeving: Install sleeves for all pipes passing through or under walks and paving as shown on the Drawings. Sleeving to be of adequate size to accommodate retrieval of wiring or piping for repair and shall extend 12 inches beyond edges of paving or other construction. 3.12 REMOTE CONTROL VALVES: A !nslall as indicated on drawings. Install in groundcovor!shrub areas whenever possible. When grouped loge!her, allow al least 1 '-o• between valves. Install each remote control valve in a separate valve box. Install identification lags on all remote control valves. 3.13 VALVE BOXES A Install buried valves and equipment in a proper box. B. Do not manifold valves unless approved by Landscape Architect in writing. 3.14 FLUSHING OF SYSTEM: A. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed and prior lo installation of sprinkler heads, the control valves shall be opened and full head of water used to flush out !he system. B. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Ovmer's Authorized Representative. 3.15 SPRINl<LER HEADS 3.16 3.17 A. Install heads as indicated on drawings. Adjust location of heads lo accommodate site conditions and lo provide full coverage. Do not exceed manufacturer's recommended spacing. B. Nozzle size of heads shall be adjusted to suit any particular conditions of the area. C. Avoid overspray by all available means of adjustment Pressure compensating screens on disks shall be installed under spray heads which require radius adjustment in excess of 30% of original fu!i flow. TEMPORARY REPAIRS: The Owner reserves !he right to make temporary repairs as necessary to keep the sprinkler system equipment in opera!ing condition. The exercise of !his right by !he Owner shall not relieve ihe Contractor of his responsibilities under lhe terms of Iha guarantee as herein specified. EXISTING TREES: \'Vhere i! is necessary to excavate adjacent lo existing trees, use all possibie care to avoid injury lo tree and tree roots. Excavate by hand in areas where 2• and larger roots occur. Tunnel under roots 2" and larger in diameter {except directly in the path of pipe or conduit) ~nd_ heavily ~rap with burlap to prevent scarring or excessive drying. Where a d1tch1ng machine 1s run close lo trees having roots smeller than 2" in diameter, hand-lrim the wall of the trench adjacent to the trees, making clean cu!s through. Pain! roots 1" and larger in diameter with two (2) c.oa!s of Tree Seal, or equal. Close trenches adJacen! lo tree within 24 hours; and where this is not possible, shade !he side of !he trench edjacen! to Iha trea with burlap or canvas. 3.18 FIELD QUALITY CONTROL: A. Flushing of System 1. After pipe lines and risers are in place and connected necessary diversion work has been completed, and prior lo installation of sprinkler nozzles, open the control valves and use full head of water to flush out the system. 2. Install sprinkler nozzles only after flushing the system to !he oomplela satisfaction of !he O1"tner Authorized Reprasenlalive. B. Adjustment of lhe System 2. 3. 4. 5. Adjust sprinkler nozzles only af!er flushing !he system lo lhe complete satisfaction of the Owner Authorized Representative. If ii is determined Iha! adjustments in !he irrigation equipment will provide proper and more adequate coverage, make such adjustments prior !o planting. Adjustments may also include changes in nozzle sizes and degrees of arch as required. Set sprinkler heads perpendicular to finished grades unless otherwise indicated on !he drawings. Adjust control!er station timing to accommodate plant growth. Climate change: Do no! run !he irrigation system during the rainy season. Set and program automatic controllers in response lo seasonal requirements end !he requirements of newly planted materials. C. Pressure Tes! i. Tes! pressure lines under hydrostatic pressure of 150 psi for a period of two (2) hours and prove watertight If leaks develop, replace joints and repeat lest until entire system is proven watertight 2. Testing of pressure mainlines shall occur prior to installation of electric control valves. 3. Maka hydrostatic tests in !he presence of !ha Authorized Owner's Representative. Do not backfill any joints until ii has been inspected, tested, and approved in writing. 4. Furnish necessary force pump and other test equipment D. Coverage Tes! 1. When the irrigation system is compleled, perform a coverage test in the presence of the Ovmers Authorized Representative to determine if the water coverage of planting areas is complete and adequate. Furnish materials and perform work required to correct any inadequacies of coverage. Perform this tes! before any ' 1· p,an mg. 2. Upon completion of each phase of work, tesl _and adjust entire system to meet site requirements. 3.19 MAINTENANCE: A The entire irrigation system shall be under fu!I automatic operation for seven (7) days prior lo planting. 13. The Landscape Architect reserves !he right to waive or shorten the operation period. C. Clean up: Clean up as each portion of work progresses. Remove refuse and excess dirt form !he site; broom or wash down walks and paving; and repair any damage sustained to work of others. 3.20 CLEAN-UP A. Clean up shall be made as each portion of work progresses. Refuse and excess dirt shall e removed from the site, all walks and paving shall be bromide or washed down and any damage occurring to !he work of others shall be repaired to original conditions. 3.21 FINAL SiTE OBSERVATION PRIOR TO ACCEPTANCE: A. Operate each system in its entirely for the Owner's Authorized Representative at time of final observation. Any items deemed no! acceptable by Owner's Authorized Representative the shall be re-worked to Iha complete salisfaclion of !he Owner's Authorized Representative. B. Show evidence lo the landscape Architect !ha! !he Owner hes received required accessories, charts, record drawings, and equipment before final inspection can occur. so C. Maintain in operation as installed and accepted for a period of ~days. 3.22 OBSERVATION SCHEDULE A B. C. Notify the Owner Authorized Representative in edvance for !he following observation meetings, according to Iha lime indicated. 1. pre-job conference: 7 days 2. pressure supply line Installation anel testing: 48 hours 3, automatic controller and installation: 48 hours 4. control wire: 48 hours 5. lateral line and sprinkler installation: 48 hours 6. coverage test: 48 hours 7. final observation: 7 days When observations have been oonducted by other then the Landscape Architect, show evidence in wriling of when and by whom these observation were made. No site observations will commence without record drawings. In !he event the Contractor calls for a site visit without record dra-wings, without completing previously noted corrections, and/or without preparing !he system for said visit, he shall be responsible for reimbursing lhe Landscape Architect al his current billing rates per hour, portal lo portal (plus transportation costs) for inconvenience. No further si!e visits will be scheduled unlil this charge has been paid and received. 3.23 GUARANTEE A Guarantee the entire system for material and workmanship, including settling of backfilled areas below grade for a period of one (1) year following !ha date of final acceptance of the work B. A copy of the guarantee shall be in the operations end maintenance manual. C. The guarantee slalemant shell be typed on !he Contractor's letterhead. END OF SECTION. E.¾:llefltllproJ~~ O.doc 0 J'tpprnveC Vl!ve 6(!t. 0 Wln:: Corrnec!ors u~~nldc ran nertofl or equ111a1~nl)_ 0 flrfrsh orarlt-. G) tit!niion J~ re~uit1:d'. © .ti!!ow mlnimum 01$1:rnce of 10 µlpc: tliametus from rieuBI trOtlrn!m vafvr., filti11~, me1cr, or re:h1tit19 coupler. © Main li11e pipinq. 0 Commer. britk !4 :rqu:red) 0 ¼" trud1eC: ,oi:k; i cubic tt min. ·::D nain Maskr Flow Sen$(.H. @ A!low minimum C1Wntt i;t 5 pipe d1Jmders !;r,m (tf:1J1c~: r,ovm!llt~m valve, 1.mn9, meter, 11t rr.dunri~ tnu~1cr. 0 Valve, hmng, mc\er c1 rvfoc• ing tcu:i,!cr nearrn !o How sensor. @ Rair, Masler Commun:c:znons C,ble (tV•CAB COMM) w;1, W" e:q:ians:ion loo~L \SH Figure RMIS-EV5Ci @ S!rip s!!i~ld Cr2id b~~k 2"' '.r:m i:nd o! t:ablt, ~--l~L"_,--- LANDscAPE ARCHITECTS 3$'.l.2 CAMPUS QRIVE, SUITE 120 NEV',,'PQJT( BEA'.::H. CA '92660 UGENSE NO. 2314 "n4 • 7Sf, .. £nso I l !lY I DESCRi?TIOil REVISIONS NOTE: L ON SLOPES, PAO TO 8£ or SVfflC!ENl' THICll'.N(SS TO EXTEND :f' BEU)W LOWEST POt~'1 OF' rtN!SH CRADE. 2. MOUNT ENCtOSURE DIRf'.CiL 'I" ro CONCRCT[ (OUfPM(NT PAD PEH MAN1.JF"ACHJR(R5 'SPtCrf'":CATIONS CURB, 5!DCY\ALK, EiC., !2" MIN _/ ! l --· --·t r~ f'1~·.!i£+1F:'.:D 6t2'ADE / -""''1' ii' 1ij I -·····::1rn n t'.;:--I ,. i NOT[; t".::>t;:A .:r~Rt-,VCL ?A'.:'-t'. 4 :'.~~ ::,sr VALv'E. B::)x FLUSH V'{I r:1~~•-s-r-: ~~~,v:::,:: IN t.JI..INN ARCA'$, _:-r .AOOV[: ii,i t:J\_l~N--:-'nJ'.3., ARf:AC) l!J/ ,• i ·-ii :jn[-'1.J~ u ' I C E 'p~~ baohl lJO.::.,'CJ~at:7' PU::tre v,A ...... o c~ IH • Turf: !8 , .;yr-----Shrubs; 2~ IU;ovo f""•1·, ,, Flnis:11 G~ odt, lf7 :_ ·:!l· ll'7 1]U _ r----½'H-~t--,t----Pfo~suro AitQUlator por Pieri -----------· Sch. RO PVC N!pp!o 1--l-'i------PVC Femoio Adaptor r-l-ll------PVC Mtdn L!ne IJ..AL\'l fQl9CA!r[] D ~~DGA 'if'HO L\ll SC:C'i'ffOl'J 02010 lrJA!l..Gl r.iil A !? t: C' J ~ t' J 9 IJ.D !!.A g 11..0llll@ ®A Y[~~tJ AV I? Ak\ICtS CITY OF NEVVFORT BEACH · P-ci1ca -s PU8L!C \1\1O:::!l(S D:EPART!'!.'.:NT cm l. 11 r:;; 22 < 4 -, " G"J I C z < 0 z ,,, " r 0 ' :d 7 I '" • < _.,, " 2 IJJ ff! n IT! ~ ::u -;l:l ~l ___ l ~ ~ ~ l -J.1 2 ITI n lJI r ;:fl it ___ ~ lANDSCAPlE PLA~STING -SECTION 02910 PART 1 -GENERAL i.01 SCOPE OF WORK 1,02 A. Work lncludeo: Labor, materials, lools, equipment, facilities, transportation, ar,d services necessary for and incidental to performing operations of wor: .Jf this section, complete as shown on !he drawings, and specified herein. Work includes, bu! is not limited to lhe following: 1. Finish grading of planting areas. 2. Providing and preparing soil and soil mixes pe, agronomic soil lest recommendations, 3. Planting, Including trees, shrubs and groundcover 4, Guying. 5. M«':1tenance. B, Related work in other se~tions: 1 . Landscape Irrigation • Section 02810 2. Palm Planting • Section 02940 3. Landscape Maintenance -Section 02950 C. Definition: The ward Architect as used herein shall refer to the Owner's Auihorized Representative. QUALITY ASSURANCE and REQUIREMENTS A Standards 1 Provide plants and planting material meeting or exceeding specifications of Federal, State, County, and Municipal laws requiring inspection for plant disease and insect control. 2, Provide the quality and size of plants conforming with the current edition o! "Horticultural Standards" for nursery stock as adopted by the American Association of Nurserymen 3. Provide plants which are true to name, Tag one of each bundle or lot with the name and size of plants in accordance with the standards of practice of !he American Association of Nurserymen, 4, !n all cases, botanical names shall take precedence over common names. B, Workmanship: Perform work in accordance with the bes! standards of practioo for landscape work and under the continual supervision of a competent foreman capable of interpreting the drawings and specifications. C. Quantities and Types: Furnish plants in the quantities and/or spacing as shown or noted for each location, and of !he species kind and size described in the "list of Plant Material", or as indicated on the drawings. D Verification of Dimensions and Quantities: Scaled dimensions are approximate, Before proceeding with any work, carefully check and verify !'le dimensions and quan!i!ies and immediately inform the Owner's Authorized Representativa of any discrepancy between !he drawings and/or specifications and actual conditions, No work sha!I be dona in any area where !here is any such discrepancy until approval for same has been given by the Owner's Authorized Representative. E. Substitutions: 1. Submit documentation lo the Owner's Authorized Representative wilhin twenty .. five (25) days after award of contract that plant material is available, Any and all substitutions due to unavailability mus! be requested in v,ri!ing prior to confimialion of ordering. F Plan! Material Review: Plants shall be subject to the review and approval of !he Owner's Authorized Representative a! the place of growth or upon delivery for conformity to specifications. Such approval shall not impair the right of review and rejections during progress of the work Submit a >Nritten reques! lo the Owner's Authorized Representative for a review of plant material at the place of growth. Written request shall slate the place of growth and quantity of plants to be reviewed. The Owner's Authorized Representative reserves the right to refuse review al this time if, in his judgment, sufficient quantity of plan!s is not available for review. Review shall be for character and form. G, The Contractor shall submit specifications of any item being used on site upon the request ol ihe Owner's Authorized Representative. H. Submittals: 1. Prior to installation, the Contractor shall submit to the O,vner's Authorized Representative !wo cORies of manufacturers literature, receipts of sale and laboratory analytical data for the following items: a) Organic Amendments b) Topsoil c) Commercinl Fertilizer d) Mulch e) Pian! Material Certification: Provide a certificate wilh each delivery of bulk material, slating !he source, quantity, and type of material, and staling that !he material conforms lo the specified requirements, 1. For bulk delivered organic fertilizer, shaw on the certificate !ha volume, net waight and percentages of nitrogen, phosphorus, and potassium, 2. For other fertilizers and soil conditions in containers, show on the certificate the mtal quantities by weighi and volume for each material -~, ')wner's Authorized Representative reserves lhe right to la>:,. , ,ct analyze samples of materials for conformity to spec1fJcai!,. Author<•,,,c 'urn1sh samples upon request cf the Owner's . ~?sentative. J, Pre-exist'rig Site Conditions: Contractor hereby understands and agrees that Lynn Capouya inc., is not responsible for nor doas it make ariy represematio~ as to, for or related to the existence or non-existence, identify, • removal, treatment or remediation, of any hazardous waste, materials or substances then existing or subsequently found on the property(s), Contractor furthermore hereby releases LCI of any liability related to the usa, installation and subsequent clean up, if any, of substances or items in iurtherance of !he completion within !he agreement that may in lhe future be considerad hazardous. Contractor to assume Ci!}' of Newport Beach will handle Hazardous waste issues. Plans have been prepared assuming ~agronomic testing is required for these projects, Contractor lo coordinate with City of Newport Beach for environmental/hazardous waste issues, 1.03 PRODUCT DELIVERY, STORAGE, and HANDLING A Delivery 1, Deliver plants with legible identification labels. 2. Protect plants from dying oul and contaminaiion, 3, Deliver fertilizer to the site in original, unopened containers bearing manufacturer's guaranteed chemical analysis, name, trademark, and conformance lo slate law. B. Storage ; , Maintain and protect plants yet to be planted in a healthy end vigorous condition. C. Handling 1. Do no! drop plan! materials, 2. Do not pick up containar plant material by stems or trunks. 1,04 WARRANT'/' and REPLACEMENT A. General 1. Warranty shrubs and groundcover to grow and be healthy for a period of lhrea (3) months following completion of the specified maintenance period, 2. VVarranly trees lo live and grow in an acceptable upright position for a period of one {1) year following completion of the specified maintenance period. B. Replacements: Any material found to be dead, missing, or in poor condition during the maintenance period shail be replaced immediateiy, The Owner's Authorized Representative shall be the sole judge as to the condition of material. Material lo be replaced within !he guarantee period shall be replaced by the Contractor within fifteen (15) days after written notification by !he Owner's Authorized Representative, The Owner's Authorized Representative may, at his discretion, extend the maintenance period if he detennines the above as a detrimental effect on !he project. PART 2 • PRODUCTS 2.01 TOPSOIL A Existing soil on !he site may be used as topsoil for planting purposes insofar as possible, but shall be free of debris, oil, weeds, or other foreign matter er cemuo~'ID. B. Contaminated soil ~=h~~ . .:!~i:::1 stiall be removed to a minimum depth of 18" for groundcover areas and twice the depth of Iha root-ball for shrubs and trees, Contaminated topsoil shall be replaced with acceplable existing soil or imported soil per !ha direction of the agronomic soils report Contaminated topsoil shall be removed end disposed off si!e in a !egal manner.c:...._.~~-•':7":') C. Where imported topsoil is required in the agronomic soils test results, it shall be of a sandy texture, Silt, plus clay content ol lhis soil shall not ba greater than 12% by weight The baron content of this soil shell no! be greater than 1 part per million as measured on !he saturation extract Toa sodium absorption ratio {SAR) shall not exceed 3.0 millimaters per centimeter al 25 degrees Celsius. In order to insure conformance, samples of the imported soil and a copy of 111ese specifications shall be submitted to an accredited soils testing laboratory (such as Wallace Labora!orias in El Segundo, (310) 615-0116), for analysis prior to use, Results of !he testing shall be delivered to the Owner's Authorized Representative for approval. 2.02 SOIL AMENDMENTS AND FERTILIZER: A B. Provide standard, approved and first-grade quality materials, in prime condition vmen inslallod and accepted. Deliver commercially processed and pacl<aged material and manufacturer's guaranteed analysis, Supply a sample of all supplied materials aci',ompeniad by analytical data from an approved laboratory source illustrating compliance or bearing !he manufacturer's guaranteed analysis !o !he City Inspector. Organic Amendments: Organic amendments shall be derived from redwood or fir, be granular In nature, stabilized with nitrogen and having the following properties: 1, Organic content -minimum 90% by weight 2, Nitrogen content -0.5% based on dry weigh! for redwood sawdust, O, 7% based on dry weight for fir sawdust, i ,0% based on dry weigh! for fir bark, Note: Pine sawdust is not acceptable. 3, Particle size -95 lo 100 percent passing 2.33-mm standard sieve, 4, Salinity -Ensure that saturation extract conductivity does not exceed 3.5 millimllos per centimeter al 25 degrees C. as determined by saturation extract method, 5. Iron content -minimum 0.08 percent dilute acid soluble Fe on dry weigh! basis . C. 6. Ash -O lo 6 percent (dry weigl1t). Soil Amendments: 1. Soil sulfur -Agricultural grade sulfur containing minimum of 99 percent sulfur (expressed as elemental), 2. Iron sulfate -20 percent iron (expressed al ma!allic iron), derived from ferric and ferrous sulfate, 1 O percent sulfur (expressed as elementa!), 3. Calcium carbonate -95 percent lime as derived from oyster shells. 4, Gypsum • Agricultural grade product containing 90 percent minimum calcium sulfate, 5. Dolomite lime -Agricultural grade mineral soil conditioner containing 35 percent minimum magnesium carbonate and 49 percent minimum calcium carbonate, 100 passing No, 65 sieve; provide l(aiser Dolomite 65 AG or other approved. 6, Fine sand -Clean, nature! fine sand free from deleterious malarial, weed seed, clay balls or rock with minimum of 95 percent passing a No. 4 sieve and maximum of 1 O percent passing a No. 100 sieve. 7. Gro-Power Plus 5-3-i by Gro-Power Inc, D, Fertilizer: i, Fertilizer shall be pelleted or granular form consisting of the percentage by weight of nitrogen, phosphoric acid end potash as recommended by !he approved agronomic report. The commercial fertilizer supplier shall mix planting fertilizer. 2, Planting Table!s: 12-monlh release, 20-10-5, 21 gram labials as manufactured by Gro-Power (909) 393.37 44. Supply per manufacturer's instructions, 2.03 PESTICIDES AND HERBICIDES: A. All chemlcals used for weed control shall be registered by t11e Slate of California Department of Food and Agriculture and !he Environmental Protection Agency with registration identification an Iha label. Labels shall be et job site at all limes, ll All chemicals shall be applied as per registered label instruction and manufacturer's recommendations, C. Chemicals requiring a licensed applicator mus! be applied by persons registered with the County of Orange 'Departmant of Agriculture's Commissioner's Office' as possessing a current, valid, qualified pest control applicator's license. D, The use of any restricted materials is fortlldden unless a specie! use permit is obtained from the County of Orange Department of Agriculture, E The nonselective, trans!ocativa herbicida shall be 'Roundup" or approved equal. 2,04 PLANT MATERIALS A Plants shall be vigorous, of normal grow!h, free from diseasa, insects, insect eggs, and larvae, Plants shall equal or exceed the measurements specified in plant list The Owner's Authorized Representative is the sole judge as lo acceplabili!y. ,., B, No container plants that have cracked or broken root balis when taken from containers will be accepted, C, Plants shell have been grown under climatic conditions comparable io !hose of the project site, unless otherNise specifically approved by the Owner's Authorized Representative, D, Nomenclature conforms to customary nursery usage; for clarification, the term "multi-trunk" defines a plant having three or more trunks of nearly equal diameter, E. Substitute plant material will not be permitted unless specifically approved in writing by the Landscape Architect 2.05 INERT GROUNDCOVER MATERIALS A "Walk-On-Bark", as supplied by Sequoia Forest Products. 1, Shall be shredded wood end bark residual from pina and/or fir. 2, Grading: Sieve Size: 318" 6mesh Percent Passing: 50% 25% 95% 3. Shall be ecid in relation with pH percent based on dry weight 4. Ash content shall not exceed 7% based on dr/ weight 5, Moisture sha!I vary from 12% lo 35% based on fresh material. 6. Shall be free of soluble salts such !hat the saturation extract conductivity shall not exceed 1,5, 2,06 GUYING MATERIALS A. Guying Hardware: 1. Wire: Pliable 3/32' galvanized braided cabla. 2, VVire Guard: 112' diameter \.\tli!e PVC lubing, full length of wire. 3, Turnbuckles: Galvanized, or d1p-pa1n!ed, 112' x 6" long, 4. Cable Clamp~: Galvanized, size as required 5. Ties: 112· new rubber wire hose with 'i a gc:ug~ or approved equaL 6, Steel Guy anchor: 314" diameter x 36' steel vane as manufactured by Maxwell Staal Company. 213) 944-6619, or approved equeL 2.07 WATER: Furnished by Owner's Authorized Representative. transport as required, unless otherwise specified. 2.08 DRAINAGE MATERIAL (Crushed Rock): 318" crushed rock, 95 .. 100% passing through a 318" screen: 0-5% passing through No, 8 mesh; 80-100% per cubic yard, 2.09 ROOT CONTROL BARRIER: Install deep root barrier, root central, or equal for all trees ,·"'"i:'-5:.. "" ""'L~d 2.10 OTHER MATERIALS: Materiais not specifically described bu! required for a complete and proper installation shall be as selected by the Contractor subject. to the approval of !he Owner's Authorized Representative, 3.01 SOIL FERTILITY and AGRICULTURAL SUITABILITY ANALYSIS A Submi!!els 1, After completion of the rough grading and prior to soil preparation, the contractor shall obtain agronomic soil tests for all planting areas. A minimum of two samples per planting area is required, Tests sho!I be performed by an accredited soils tesllng laboralory (Wallace Laboratories at (310) 615-0116), and shall include a fertility and suitability analysis \llith wrillen recommendations ior soil amendment, fertilizer, and chemical conditioner, application rates !er soil preparation, auger hole requirements, and a pos!• maintenanoo fertilization program. 2. The soils raport recommendations shall take precodence over the minimum amendment and fertilizer application rates spncifaid in Section 3.03 only when they exceed !he specified minimums Additional materials required by !he soils report shall be paid for by Change Order. 3. Submit one copy of approved landscape spec1fica!ions end one copy of ell proposed landscape plan! materials to Iha Agronomic Seils Testing Laboratory when submitting soil samp!es. Failure to submit specifications and plant materials list shall negate soiis analysis report. 4. Submit the name, address, and phone number of the consulting soil testing laboratory for approval to !he Owners Authorized Representative prior to obteining services 3.02 SURFACE CONDITIONS and PROTECTION OF PROPERTY A Prior to excavation ior planting or placing stakes, locate electrical cables, conduits, and utility lines so that proper precautions may be taken no! to damage such improvements. In the event or a conflict between such lines and plant location, promptly notify the Ovmer's Authorized Represenlativa, who shall arrange !or relocation of one or !he other. Failure to follow this procedure plar,es !he Contractor under the responsibility to repair damages, which rasul!s from such work ot !his own expense, B. Prior !o pion!ing, remove weeds, rocks, end debris 3,03 SOIL PREPARATION A Soi! Tilling: Cross rip planting areas to a depth of 9· to 12·. B. Uniformly broadcast and thoroughly incorporate the soil preparation mix as indicated below or on !he plans lo a depth of 6" by mechanical tiller or similar means, C. OA'lt Soil Prep Mix: Per 1,000 sq ft. 1, Nitrogen stabilized organic amendment -4 cu. yd, 2, Planting fertilizer: 150 lb,s, 5-3-1 Gro-Power. 3. Agricultural Gypsum • 25 lb,slcu. yd. 4. Soil Sulfur: 25 lbs, --!~~-rtJ•~~ LANDS c·A PE • ARCH 1·r'i:(cis ------'' ---··· --····-··"-·-···--' :mn CAMPUS QR1VE SUfff 1'.'"1 N[WPOnr nt:ACH, CA 9:?l',€,0 UC-CNSE NO 231'<1 714. ·:f.&--01$0 BY REVISIONS om.mD ·- !LA &s:J DSC A I? IE !?LA L\'.l il" UNG SEC'i'ION 02910 BAl!..~OA ~11Et'..:lDC'JS!LJJ!LA '1 ILBDO GAil"!EV'lfAV l?'ARits CITY OF NEWPORT BEACH P· s1aa~s PUBLIC WORJ<S DEPARTMENT g,m 1..12. ($ 2:2. ' i ' " ' I ' ' l ' I I I I ' I ,-,") ' I l 'i': i ' ' ' I ,{l 0 D 0 41 m C < , C " '" m ,' D .. 0 a '" , > " ' i ' ? 1:, ~ z W, z I D 0 C ., ~ "' ~ , " I z OJ f-l I; m £ :0 ,::-; JJ l 2 :::; ------..! ·g ... -• ~ (J r 0 C, 0 "' ~ 0 ~ fi z ~ z JH Qj ~I 01 ~ (f", w v, i;o ~ ::0 -)::,,? c:y,;.. ;;-z ' 9 LJ I '.:!-z Ci C ;; _, U' ~ OJ rn JJ N~ {".! 0 ::n ?,:: 2: z ,-, I I ' D. 1 2. 3. 4. 5 If live p6 ,.;ds exist on site at beginning of work, spray with a nonse., ;·anslocative herbicide as recommended and applied D •• ;,;iproved licensed pest control adviser and applicator , omyed plants intact for at leas! 15 days ,lean end remov,, . ,.... ,xis!ing weeds by mowing or grubbing )ff all plan! parts "· .eas, •.. nch below the surface of !he soil. Upon completion of soil preparation and planting of all specimen !mes, begin weed abatement program by applying 200 pounds of a commercial fertilizer 21-0-0 per acre, per manufacturer's instructions. \\later all areas four-(4) limes daily for twenty-one (21) consecutive days and until weed seeds have germinated. Cease watering for three (3) clays. Spray a nonselec!ive translocative herbicide to eradicate the germinated weeds. Translocation shall be 7-10 days or an approved alternate lime period. Allow herbicide lo kill all weeds. Rake or hoe off all dead weeds to a minimum deplh of¼ inch below the surtace of the soi!. If perennial weeds or grasses still exist, re-water four (4) times daily for fourteen (14) consecutive days. until new growth appears. Reapply herbicide. Remove weeds after herbicide has had sufficient lime lo kiil. 3.04 GRADING A. V'Jhere any portion of the irrigation system is installed after the grading, fertilizing and palm p!anting has been performed, re-fill and re-fertilize the upper portion of th,; backfill in accordance wilh !he provisions of this section. B. Fine Grading: Upon completion of rough and finish grading, perform required fine grading of planting areas. 1. Do not work !he soil when moisture content is so great that excessive compaction will occur, or when soil is so dry that clods will nol bre11'<: readily. 2 Apply wmer, if necessary, to provide ideal waler content for tilling and planting. 3. Grade so as lo anticipate !he finished grade: a. Remove or re-distribute excess soil before the application of fertilizer and mulch. b. VI/here soil is lo be replaced by plants and mulch, make an allowance to prevent deficiency in the depth of mulch when final grading is completed. 4 Before . ,il during preliminary fine grading, dig out and remove weeds: ·,d grasses-uispose of off-site. C Grades and i::,, ,aliens: When fine grading is completed (including weed!:,g anc x,,iilizing), and !he soil has dried sufficienliy to be readily worked gradF !he lawn and planting areas lo the elevations shown on drawings, 1 Where , tades are no! otherwise indicated, provide uniform levels or slop1c,,. oeiween points where elevations are given. 2 Make • ,:10° adjustments of grade where so directed by !he Owner,., .',.u-mom:ad Representative. 3. Provide ,,rnsned grades which are even, uniform, and without abrupt . '""''"•' of suriace. 4 Slo!'.)e .,;c •: c.way from structures to allow natural runoff of water, remodeling surface as required lo do so. Grade low spots and pockets wner, soil is a! optimum moisture content for working, provide f,,r positive drainage. 5. Provide final finished grades in planting areas 1 112" below paving and curbs or as shown on the drawings. 6. Remove soii generated by excavations to an approved off-siie location, unless utilized to obtain desired grada. 3.05 PLANT P!T and BACKFILL tiOfL A. Excavate plant pi!s for container plants wi!h vertical sides and roughened surfaces which iihall be the size noted on !he drawings. B. Backfill soil mix per cubic yard of soil: 1. 6 parts on-si!o soii 2. 4 parts nitrogen slat,iized organic amendment 3. 15 lbs. 'Gro-Pow., • 4. 2 lbs. iron sulfalio, l'lgricultural Gypsum C. Thoroughly mix materk. , ma bottom of the pit so they are avenly distributed and without cc:,.c: , :r !umps. Compact lo 90%. D. Position the plan! in the. • , and backfill no higher than hai1\vay up the root ball. Place the recc:r" i,:,ded number cf p!ant tablets evenly around !he perimeter of, anr" , .,; ately adjacent to the roe! ball et e depth which is between !h~ the bo!!om of the root ball. Complete the backfilling, tamp, arm 3.06 Pl.ANTING TREES, SHRUE . ii_QUNDCOVER A. General i. Prior to plar a 24" box s,: 24 hours, ·1ci-, shall be dons .. ·,:,vide one percolation lest per 6,000 sq. ft,. Fili , ,'!ith water. If i! does not completely drain within Owners Authorized Representative. The test ,, supervision of !he site superintendent 3. ins!a11 pelm trees after final grades are "slablished and approved and ~rior to t~e installation of the irrigation sysle1r. Refer to section 02940 far palm tree installation. 4, Do no! install trees, shrubs and groundcover until the installation of !he irrigation system .is complete, and until final grades are established and approved, unless otherwise noted in these specifications. 5. Plant locations shown on the drawings are tentative and subject lo modifica!lon in the field as directed by the Owner's Authorized Representative. Make such modifications et no additional cost lo !he Owner's .Authorized Representative. 6. Set plants so !hal when settled they will bear the same relation to the natural grade in !he container. 7. Plant tablets shall be required for all trea and shrub plantings. Plan! tablets shall be placed from one lo three inches below the finish surface within 3 inches of the root-ball. Application rate and nutrients shall be per the manufacturer's recommendation. B. Planting Trees 1. Dig lree holes square with vertical walls and level bottoms, making the hole twice the diameter of the root ball and 1 1/2 limes the depth of !he root bell for trees up lo and including 24" box size. For treas 36" box size and larger, dig holes twice !he diameter of the roo! ball and 12" deeper than the root ball depth. Loosen the soil el side and bottoms. 2. Backfill the hole wi!h the specified mix, compacting as required, lo the bottom of the boxed soil. insert the tree to the required grade: and backfill around sides with !he specified mix. C. Planting Shrubs and Groundcover 2. 3. 4. 5. 6. Plant shrubs in pits at least !wiro !he diameter of the root ba!I and al leas! twice the depth of the roo! ball. Loosen the compacted soil at bottom pits, and fill with the specified mix, to the bottom of the ball and compact Set the plan! and backfill to the required grade with the specified mix, thoroughly tamping and watering. Prepare depressed water basin as wide as plant root balls el each plant Waler thoroughly, backfilling voids with Iha prepared mix. Plant groundcover in pits at least 4" x 4" x 4", Moislan !he areas prior to planting, and do not plan! in dry soil. Set plan!s in !he center of pits so that lhe cro\•m of Iha plant will be level with the finished grade after Iha set!ling of the soil, then backfill and water. Groundcover shall be planled in straight rows and evenly spaced. Plant al intervals noted on drawings. Triangular spacing shail be used unless noted otherwise on drawings. Mulch Cover: All groundcover, perennials, and annual beds shall be top dressed with a 2" layer of mulch. D. Watering Basin: Construe! a mound of soil around each tree and plan! to form a watering basin placed at !he edge and following the shape of the root ball: 1, Make basin berms for trees and shrubs from 5 gallon and larger containers at least 4" high. Unless otherwise directed, make other mounds at least 2" high. 2, After watering, refill settlement within the basins to the required grade, using the specified mix and covering the surface with the specified mulch. 3. VVatering basins in shrub areas shall be planted with groundco11er in the normal pat!em. 4. If soil se!lling occurs, bring plants back up to the grade of adjacent planting areas. 3.07 WATERING A. lmmedialely after planting, apply water to each tree and shrub by means of a hose in !he planting basins until the material above !he roots is completely saturated from the bottom to the top. B. Provide thorough watering of groundccver by means of the irrigation system within one (1) hour after groundcover planting. C. Apply water in such quantities, and at such intervals, as required lo keep the ground moisi at all times well below the root system of grass and other planting. D, Provide hose watering for plants which cannot be sufficiently watered with !he irrigation system. 3.08 TREE GUYING (Treas 36' box size and larger): A. Remove nursery slakes or bracing and gu)' immediately after planting. B. Set three (3) wire guys, equally spaced, around the tree and attach lo the tree trunk or main branching using 3132' braided cable and 1/2" x 3' long PVC tubing. C. Anchor the guys lo 'deadmen" 4' x 4" x 30' buried at least 3' in the ground. 3.09 PRUNING: At no lime shall lrees or plan! materials be pruned, !rimmed, or lopped prior to delivery, and any alteration of their shape shall be conducted only with approval and when in the presence of tho Owner's Authorized Representative. 3.10 CLEAN-UP B. Leave the site broom.clean and wash down paved areas within !he contract area, leaving !he premises in a clean condition. Walks shall be left in a clean and safe condition daily, 3.11 OBSERVATION SCHEDULE A. Notify Owner's Authorized Representative sevan (7) days in advance for !he following site visits: 1. Pre-job conference 2. Final grade review 3. Plan! material review 4. Plan! layout review 5. Soil preparation and planting operations. One tree with each type of specified staking shall be approved prior to planting of trees. 6. Pre-maintenance 7. Final walk-through B. vv:1an observations are conducted by someone other than the Ovmer's Authorized Representative, !he Contractor shall show evidence in 1t.1r!ting of when and by whom these inspections were made. C. No site visits shall commence without items noted in previous observation reports either completed or remedied unless such compliance has been waived by the Owners Authorized Representative. Failure to accomplish punch list !asks or prepare adequately for desired inspections shall make the Contractor responsible for reimbursing the Owner's Authorized Representative el !he current billing rates per hour (plus transportation costs), No further inspections shall be scheduled until lhis charge has been paid and received. D. Required Field Observalion Work: These plans were prepared with the understanding that the Owner of said plans will use Lynn Capouya, Inc:. to provide full contract services during field obseNation services set forth herein. The use of Lynn Capouya, Inc. lo provide full contract services wili significantly decrease the risk of loss resulting, among other causes, from misinterpretation of !he intent of the design, unauthorized modifications thereto end failure to detect errors and omissions in the plans and specifications before they become costly mislekas built into !he project. Therefore, in the event that Lynn Capouya, Inc. is otherwise precluded from completing !he field observation services set forth herein, the Owner or subsequent Owner (individuals or corporations who have purchased these plans with project), agrees lo hold harmless, indemnify and defend Lynn Capouya, Inc. and their consultants from and against any and ail claims. 3.12 MAINTENANCE A. Maintain planting !or ninety (90) calendar days after planting is approved by !he O.vner's Authorized Representative. B. Work Included: 1. Watering, weeding, cultivating, caring for the plants, spraying, pruning, and other activated required to keep the plant materials in a healthy growing condition and to keep the planted areas neat and attractive during !he maintenance period. 2. Provide equipment and meims for proper application of water to those pl::m!ed areas not equipped with an irrigation system. 3. Protec! planted areas against damage, including erosion and trespassing, by providing end maintaining proper safeguards. 4. Keep planted areas free of debris and weeds. Weeds shall be controlled and eliminated by ei!her manual or chemical means as required. In no event will Iha project receive final approval and accap!enro until ii is free of weeds and/or unspecified plan! materials. 5. Remove trash and litter daily -Monday thru Friday. C. At lhe end of the mnintemmce period, plant material shall be in a healthy growing condition, except for replacements required because of vandalism or olher causes beyond !he control of !he contractor Iha! are not part of !he contract. D. Repairs 1. Exterminate gophers and moles and repair damage. 2. Where depressions are caused by vehicles, bicycles, or other traffic, fill with topsoil, repair landscape materials, and add required mulch. E. Fertilizing: Apply material specified once every month starting thirty (30) days after installation of area, distributed uniformly. Water thoroughly immediately after application. F. Extension of Maintenance Period: Continue the maintenance period al no additional cost to Owner's Authorized Representative until previously noted deficiencies have been corrected. 3.13 GUARANTEE A. Guarantees after completion of mainlenanca period and final acceptance will be contingent on Owner's Auihorized Representative's proper continuation of maintenance program. B. The Contractor, in protecting llis own interests, is obligated to periodically check work areas during his guarantee period lo insure proper maintenance procedures are being implemented. C. In case of negligent or improper maintenance, the contractor shell slate in vll'itlng to !he Owner's Authorized Representative his observations and recommendation. Any claims nol in writing will not ba considered. E. Guarantee boxed and field Jrown trees to "live an,:;l grow' in nn "acceptable, upright position· for a pericd of one (1) year after comple!ion of the specified maintenance period and • final acceptance. Definition of "live and grow" and ·acceptable and upright position· shall mean Iha! the tree must, during the guarantee period, sustain a healthy, vigorous appeerance. It shall no! defcliat;, more !han 30% nor shall 30% of Iha foliage be drlod and unhealthy in llppeomnco. If the tree, during lh" guarantee period does nol sustain !his specified appearance, it shall be removed and repiacad by contiguous planting, structure, lighting, or sprinklers during mplecement operations without cos! to the Owner's Authorized Representative, F. Within fifteen (15) days of written noiiflcation by !he Owner's Authorized Reprasentalive, remove and replace guaranteed plan! maloriels which for any reason fail to meet the requirements of !he guarantee. Replacement shall bo made with olan! materials originally specified and shall mae! original guarantees. • ENO OF SECTION. PART I • GENERAL 1.01 SCOPE OF WORI< LANDSCAPE PLANTII\IG 02910 A. Work Included: Labor, materials, appliances, facilities, transporta!mn. and services necessary for and incidental lo performing operations of !he work in this section. complete, as shown on tho drmvings or specified herein. Work includes, but is not limited to !he follO\ving: 1 Finish grading of planting areas. 2 Providing and preparing soil and soil mixmi per agronomic soil !est recommendations. , 3 Palm Planting 4 Maintenance B. Related Work in oiher sections: 1. landscape Planting -Section 0291 O 2. Landscape Irrigation -Section 02810. 3. Landscape Maintenance -Section 02950 C. Definition: The word Archiloct as used herein shell refer to the O.·mer's Authorized Represente!ive. 1.02 QUAU1Y ASSURANCE AND REQUIREMENTS A. Standards, 1. Provide plants and planting material meeting or excoeding specifications of Federal, Slate, County and Municipal lll\1/S requiring inspection for plant disease and insect control. 2. Provide the quality and size of plants conforming to the current edition of 'Horticultural S!andards" for nursery stock as adopted by lhe American Association of Nurseryman. 3. Provide plants which sra !rue to name. Tcg one of each bundle or lo! with !he name and size of plants in accordanco with the standards or practice of !he American Association of Nurserymen. 4. !n all cases, botanic.al names shall take precedence over common names. ;;~~1~*•ijjf¥Ii~~5 ,~ L-ANDSCAPE. Af{C:HITECTS -'" ·--·-.. ,., .. _, ... _ ... , .... , ....... ,,.,, -·-----· ----....... , ·--- :'tH22 ('_I\MPU5 QR~;/E_ surrr 1 :•o f-Jf"'WPOR: 8fN.:::i-(. CA !J20C-'.) CJCE'.r✓S~ ~.JO. :231'1 1111. 756-{\i<:,;:, .IJ'niC'V,EO A. After planting operations have been completed, remove !rash, excess soil, o. All cuttings, seed, and container plants up to and Including 15 gallon size M'IE 11..A N lwl S Cl41r lE fr> !!..A t\'i'i'Il NG SI;CYIOl'J 02910 ~All.lr.JJ lt>ll..AN'fUNG SECTION 02940 GlAli..SCA ~( )!fil:'.!JSQ.ll!LA & LIDO GATEWAY PA!Nit:S empty plant containers, and rubbish from the property daily, Scars, ruts, shall be guaranl.eed by the con!ractor as to growth and health for a period O;i,\~}, ,mmediately upi:r delivery ,o the site and or other marks in the ground caused by this work shall be repaired and of ninety (90) days after ccmpielion of maintenance period and final DATE • DY OCSCRll'TIOli APP'D, t:reST.::ro CITY OF '\l:WPORT BEACH P-5103-S : ·"a.Authorized Rep:1:'':,:'t:,:iv_;e======-------..;,;==':..h;;,;e;..:g~r;;;o;;;un;;;;d;a;a;le;;f;;;t i;;;n;;;;a;;;;;;;ne;;;;a;.;.!;,;;a;;;n;;.d;;;;o;;;raad.ae .. rl,:;;yaac;;;oa.n.ad.;;iti.'.o;..n .... 1h.,,r.,,o"'u"'g;;,,h_"'o"'ut"'t;;;h;;;e.;s;;.it;;e_. ---------~----..._.,:a~cce~~p:¾:l§l~n£ce~, ........ =-..., ......... -· .. ·· "'-"'--'"'· ·· .. ··=··;;;;····.;;;;;.-· .. -.. -~···.,;·-a.· "'---............ ..;,;..,. _______ ..J __ L_J.._...,!R;;_E~,!v_!.l _.::,S__l,I _o~;:_r-1...,:s:,._ __ .J_.JL:°'=m:•EE:·:__,..L:o•:1t:_ ___ _L...'.:'USLIC w'.::"<KS DEPARTMENT !>Im l.. i';) w Z'2. I ' i '. U.J -;tJ V\ il'-::: \fJ I (J\ v5 13. C 0, E, F Workmarship: Perform work in accordance with the best standards of practice for landscape work eno under t'"le continual supervision af a competent foreman capable cl interpreting the drawings and specificalions, Quamit!e.::-anc shown or ;,,A,~.<. described in ,i ,_ Furnish plants in the quantities and/or spacing as '" <lach location and cf the species kind and size s, cf Plant Material" or as indicated on Iha drawings, Verification of w;mensions and Quantities: Scaled dimensi,,ns are approximate, Before proceeding with any work, carefully check and verify the dimensions and quantities and immediately inform the Owner's Authorized Representative of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any area where !here is any such discrepancy un!il approval for same hes been given by \he Owner's Authorized Representative, The Contrac;tor sha1, s,_,0m1! specifications of any item being used on site upon the request of th,; Owner's Authorized Representative, Submi!tals: 1, Prior to installa,tion, the Contractor shall submit to the Owner's Authorized Representative two copies of manufacturers literature, receipts of sale and laboratory analytical data !or the following items: (a) Organic amendments (b) Topsoil (c) Commercial Fertilizer (d) Mulch (e) Plan! Material G, Certificalion: rrov!dc a certificate with each delivery of bulk material, staling !he source, quantity and lype of material and staling that !he material conforms wi!h the specified requirements, H, 1 2 For bulk delivered organic fertilizer, shows on !he certificate !he volume, net weight and percentages of nitrogen, phosphorus and potassium For oths: ertil!zers and soi! conditions in containers, show on the certificate the ,otal quanlities by weight and volume for each materiaL ThE )wner's Authorized Representative reserves !he right lo take , analyze samples of materials for conformity !o specifications :urnish samples upon request of !he Owner's Authorized Re entative, Qualifications: Wrili, successful experlenc ocumentat1on of at least three (3) years :aim Tree planting, 1 03 DELIVERY, STORAGE, ANE :,DUNG: 4 Delivery: Arrange ,:y time so a minimum amount of lime elapses between delivery lo sitr , " ,•,~:GJ!;a!ion, Do not permi! delivery mom than one { 1) week prior !o ins!alia1;m 8. Labeling: For all field-dug palms attach label lo palm showing genus, species, height, and name of growm or point of origin, For containerized palms, furnish standard products 1r. standard containers bearing original labels, legibly showing genus species, and name of grower, C, Storage: Store palms w11n protection from weather or other conditions which can damage andior ,mpair !heir vigor. Protec! metal containers from the sun during summer months with temperatures above 80 degrees Fahrenheit Protection of !he palms during transport and storage shall be the Contractors responsibility, D, Handling Do not lift or handle palms by trunk at any iime, Do not bind or handle palms with wire or rope at any lime, Transport palm trees with \he crown thinned per standard nursery practice, and with remaining fronds wrapped securely around the crown bud, See "Pruning" below, E, Sub-drainage Materials: Prevent damage to pipes, filter fabric, and related products, Remove and replace damaged materials, 1,04 PROJECT/SITE CONDITIONS A Subsurface Improvements: 1, Protection: Protec! existing underground and surface utility structures, 2, Repair: Restore damaged improvements lo original condition, 1 05 SEQUENCING AND SCHEDULING A Ordering of Palms ·1, Documente!ion: Submit documentation within ten (10) days after award of Contract that palms have bean reserved, Arrange procedure for review ol palms at lime of submission, If palms are unavailable in quantities specified, substantiate such proof in writing no later than thirty (30) days after award of contract, 2, Review: Submit a written request for review of palms and quantity at place of growth at least thirty (30) working days prior to shipment Owner's Authorized Representative reserves the right to refuse review at !his time and request photo documen!a!ion of , proposed palms, B, Coordination: Coordinate delivery and installation of palm with work in other sections to ensure the following: 1, Irrigation: \/Vhere noted on drawings, install palms in planter areas prior to beginning of irrigation installation in a timely manner so as not lo delay !he irrigation work, 2, Paving: Where noted on Drawings, install palms in paved areas prie ,o beginning paving installation in a timely manner so as no! lo Ge!ay the pavi~g work, 1 06 GUARANTEE A Guarantee lhal palms planted under this contract will be healthy and in a flourishing condition of active growth two (2) years from date of Final Acceptance, Guarantee palms against the vascular disease "Penicillium (Gliocladium) vermoeseni", the fungus 'Fusarium oxysporum", and Iha root rot disease 'Phylophora' and similar vascular infections during Warranty Period, B, Delays: Delay in completion of planting operations which extend the planting into more than one planting season shall extend the Warranty Period correspondingly, C, Condil!ons of Plants: Palms shall be free of dead or dying fronds with all fronds of a normal size and color, Excessive scarring of !he trunk will not be permitted, The Landscape Architect will be the sole determinant of the degree of scarring permitted. After lagging by Landscape Architect, remove dried thatch from older leaves and cu! back resulting stems to within two (2) inches of lhe base of trunk, D, Replacements: Replace without additional cost lo owner, all dead palms and all palms not in a vigorous, thriving condition as determined by Owner's Authorized Representative during and at the end of Warranty Period Closely match replacements to adjacent specimens of the same species, Apply all requirements of this Specification to all replacements, E, Repair: Be responsible for repair of adjacent site improvements damaged b~ repiacement work, Restore all lo their original condition, es acceptable to !he Owner's Authorized Representative, F, Replacement Quantities: Contractor shall be held respcnsible for a maximum of two (2) replacements for each palm tree during warranty period, in !he event of disc-0very of disoase or failure to thrive or survive, G, Exclusions: Contractor shall not be r,eld responsible for failures due lo neglect by owner, vandalism, or Acts of God, during warranty period, Report such conditions in writing, 1.07 MAINTENANCE PERIOD and FINAL ACCEPTANCE: • Landscape Maintenance See Section 02950 PART 2 • PRODUCTS 2,01 PLANT MATERIALS A General B, C. 1, Growing Conditions: Palms shall be nursery-grown or orchard gro,vn in accordance with good horticultural practices under climatic conditions similar to !hose of projecl for at least two (2) years 2, Appearance: Palms shall be walHJrovvn, symmetrical, without curvature or leaning of the ln;nk from !he perpendicular (unless specified), and so \rained or favored in development and appearance as to be superior in form, compactness, and symmetry of crown, Palms shall be within 12" above or below the average height of the entire palm planting, measured from the bo!lom of the crown bud to finish grade after installation, 3, Vigor: Palms shall be sound, healthy, and vigorous, well foliated prior lo pruning and showing no sign of previous disease, They shall be free of disease, insect pests, eggs, or larvae, They shall have healthy, well-developed root systems, Palms shall be free from physical damage or adverse conditions l'lhich would percent thriving growth, 4, Field Dug Stock: Verify that field dug palms have an adequate root ball lo guarantee successful transplantation, Do not wrap root ball with plastic, Do no! instal! field-dug palms Iha! have cracked or broken balls of earth when unpacked from their wrapping or boxes, 5, Container Stock: Verify Iha! container grown palms have been grown in !he containers in which delivered for al least two (2) years bu! no more than four (4) ye,3rs, Samples mus! prove lo be free of kinked, circling, or girdling roots and with no evidence of a pot- bound condition, Do not install container palms that have cracked or broken balls of earth when taken from !ha container, Selection of Palm Trees 1, Transportation: Owner's Authorized Representative will review end tag palms at place of growth and will again review upon delivery for conformity lo specifications. Prot'1'.ct palm fronds and root balls during transport , ·, 2, Distant Material: Submit photographs with a person adjacent lo each palm for preliminary review, Such review shall not impair Iha right of review and rejection during progress of the work. 3, Unavailable Material: If proof is submitted !hat palm trees are not obtainable in the size and quantity specified, a proposal will ba considered for use of !he nearest equivalent size, a change in variety, or an adjustment of contract prove will be made, 4, Special Condilions: The above provisions shall not relieve contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made !n order to supply specified materials, Pruning 1, Pre-Inspection Pruning: Palms shall be rejected if they are found to have been pruned within five (5) months prior to review by !ha 011,ner's Authorized Representative as specified herein, 2, Pre-Shipmen! Pruning: Reduce brown of palm per standard nursery practice prior to shipping, Drench crown with fungicide as specified by manufacturer, Use soft rope io tie remaining fronds !o protect crown bud, Do no! permit fronds to become damaged by means of restraint 3, Disease Prevention: Exercise extreme caution while pruning palms, lo prevent spread of vascuiar disease, Dip pruning tools in a sterilizing agent before beginning pruning and before moving from one palm lo another, Replace with matching specimens all palms showing sym:,toms of vascular disease during Warranty Period. 4, Equipment Do not use chain type saws for pruning of the palms, 2.02 ACCESSORIES A Palm Fertilizer: Lm:z Pc.,'i1 S;:::tc::i .:>30103 {815) 732--2383 B, Water: Clean, fresh, end potable, As available from owner, Transport as required, C, Wood Chip Mulch: (Pine or fir) (Hardwood) bark, 1/2" to 1 • diameter, free of sticks, dirt, dust, and other debris as accepted, C, Gravel Mulch (if indicated on drawings) 1, Size: Crushed rock, 314" x #1 O size, free of sticks, dirt, dust, and other debris, as accepted, 2, Color: See drawings or as acceptable lo Landscape Architect D, Sand: Clean builders sand, free of organic contaminants or impurities, E, Frond Tie: Minimum 112· dia. soft sisal rope capable !o maintaining frond in tied condition throughout the INarranty Period, Use no wire, F, Guying Materials: 1. General: Provide guying materials when installation of palms does no! permit sufficient depth of ins!allaiion lo guarantee maintenance of trunk in a plumb condition throughout the Warranty Period, 2. Deadmen: Locust. catalpa, cedar, or redwood, with 'I 314" x 4" galvanized eyebolt centered and secured on its side; duckbill-type galvanized steel ground enchor or accepted equal, 3. Hardware Guying Cable: 1 x 19 Aircord, size as specified, b, Tumbuckies: Galvanized and weldless, C. Cable Clamps: Galvanized or copper, size as required, d. Plastic Guy Covers: 318" dia, x 3'-0" long white plastic tubing, e, TrunK Coliar: 1/4' x 2' galvanized iron, lo fit each trunk snugly. f, 2,03 '°UNGICIDES Eye Bolls: Size as shown on Drawings, A Soil Drench: "Subdue" by Ciba-Giegy Co,, (919) 292-7100, PART 3 -EXECUTION 3,01 EXAMINATION A Verification of Conditions: Do no! commence planting work prior lo acceptance of soil preparation, B, Finish Grades: Finish grades for planting areas shall have been established i?1 another section. Verify Iha! grades are within 1 • plus or minus required finish grade and that soil amendments have been inslalied as specified under Landscape Planting -Section 02910, Maintain positive surface drainage of planted areas, C, Protection: If palms mus! be delivered prior to planting date, insure lhal !hey are property protected on site lo prevent loss if vigor or damage to rao!s, D, Drainage anc' Obstructions 1, Verification: Prior lo commencing work, verify that specified or required depth of palm pits can be accommodated under !he existing conditions, 2, Percolation Test Prior to planting, provide percolation tests by filling appropriate size palm pi! with water. If !he pit does no! completely drain within 24 hours, notify Landscape Architect 3, Testing of Palm Pit Drainage System: Test drainage of on.grade palm pits by filling with water twice in succession No water shall be retained in planting pits after a twenty-four (24) hour period where sub-drainage system is installed, 4, Obstructions: If rook, underground construction work, tree roots, or other obs!ruelion am encountered in the excavation of palm pits, al!ema!e locations may be used as directed, Where locations can not be changed, submit cos! required lo remove the .obstructions lo a depth of 12· minimum below !he required pi! depth, Proceed with work after acceptance, 3,02 HANDLING A Field-Dug Palms: lift and handle field-dug palms with extreme 'care, Remove wrapping or boxes carefully. If root ball is cracked or broken during handling, palm will be rejected, B, Canned Stock: Remove canned slocl( carefully after cans have been cu! on !wo sides with accepted cutter, Do not use spade to cul cans, 3,03 INSTALLATION A Layout and Staking: Layout palms: at locations shown on drawings. Use 3' lath, color-coded for each paim. Owner's Authorized Representative wiil check location of palms in the field and adiust to exact position before 8, C, D, E. F. G, H, I. pla, ,ling begin_, Owner's Aulhorized Re,Jmseniative reserves the right lo refuse review at this lime, if, in his opinion, an insufficient quantity of palms is available, Pre-planting: VVhere palms are to be pre-planted to pennit site improvements lo be installed around them, be responsible tor !he accurate layout of those palms, measured lo thei• contour lines, B,:, responsible for Iha proleciion of !hose palms while other work 1s laking p!aca, Provide regular irrigation as necessary prior to installation and functioning of irrigation systems specified in another section Palm Pit Excavation 1, On-grade Palm Pits: than the palm roo! ball, A minimum of 1'-0" larger on all sides 2, Partial Burial of Trunk: Palms may be planted up lo 18" deeper than previously grown, Palms installed with roo! ball diameter and depth equ,JI to minimum 1/4 clear trunk height alter installation may be installed with original crown !lush with finish grndes, See Drawings. 3. Height Alignment: After ir,s!alla!ion, cro,Nn buds of palms in a planting shall be apprcximately the same heigh! from finish grade Fungicides 1, Soil Application: After planting, drench lhe soil with !he fungicide, 'Subdue" by flooding !he planting basin, Roappiy at three (3) week intervals through the maintenanc-,e period Planting of Pelms 1, Backfilling: Backfill palm pit with clean, moistened, washed plaster sand, Continuously adjust palm lo insure a plumb and rigidly based trunk, Solidly compact sand around !he upper ball and all portions of !ha buried !nmk \'mile backfilling. VVhen plant pit has been backfilled approximately 213 full, ,ll!l!er thoroughly lo saturate before installing remainder of backfill. 2 Fertilizer: APPLY LUTZ PALM FERT, PER SPEC$, !815) 732-2303 -(45) days after planting, Do not fertilize at lime of planting, Palms in lawn must have fertilizer injected below root zone of surrounding lawn, Watering Basin: Form saucer with berm centered around plan! pits 12" wider than root ball diameter, Do no! form sauce around palms in lavm areas Labels, Remove nursery-type plan! labels from plants after O.vner's Au!horized Representative has confirmed specified species, VVatering Seal, planting pi! to depth of six {6) feel every third dav fer three (3) weeks afler planting, Use a lensiometer to 'verify correct watefing schedule throughout Maintenance Period, 1 Palms shall be ahla lo stand upright without support Guy palms which do not meet this qualification, Palms shall remain plumb end straight for ali g,ven conditions from installa!ion throughout the Warranty Period, 2, Palm guying, ii rGfluired, shall be as described below: a Guy palms al a point 113 of !he way do,.vn from the bottom of the crown bud to finish grade, b, Guying collar shall be either drilled to accept bolt-type guying anchors or 11,'i!h guying anchors welded securely to the collar, c, Locate guys in three (3) equidistant location around the outside of the collar, Provide three (3) guys per palm with a turnbuckle for each guy, Use two (2) cable clamps at each cable connection, d, Connect cable to deadmen or ground anchor assembly, J. Mulching: Install a !wo (2) inch deep layer ol mulch in palm irae watering basins. END OF SECTION. .'.>.l'.1?7 CAMrut, ORfVE. f;UTTT. 1?0 Nf\VP()PT flFACH, CA 02(-.lc,0 '._!(;EN.SF N() ?:•H-i 'fl4. 75(--0'~'-' ! PAll.M !Pll..AN"if'DNG Sl::Ci'ION 02940 !al.A IL.13 CA !? IE L'J ~ t' J S U !!..A 8 [l.fiDC , GA"ii'l:Et.'\l'AV l?ARC(S ... D-ATE__,_ __ s;J ____ o_rs_m_lP_noo-, -----+; A-w-u4, =0:=:=:ro~=io;~;iAc=i::=:==~-C-iTY_O_F_N_EVVP __ O_R_T_B_E_A_C_H __ p ___ a_1_o_s_.-s~ RfVISiONS PUBLIC INORl<S DEPARTMENi llr.n L 14 or gz J n f= '" 0 " z c.1 s III m :0 ><.----~ 0 :JJ );,, ~ z Ci) zl I PART 1 • GENERAL 1.01 SCOPE OF IIVORl< A. Fum1s11 lab::. ·.,maria!. equipment, and services required to maintain the lancis,;ape in an attracove condition as specified herein for a period of ninety (90) days B. Rela!ed Work S1x,cifieci in Other Seciions: C. 1. Landscape ,rrigaiion • Section 02810. 2. Landscape Plaming • Section 02910. 3. Palm Plan!fng •· Section 02940. Definition: The word Architect as used herein shall refer lo the Owner's Authorized Representative. 1.02 QUALITY ASSURANCE A Qualifications: 1. Experience: The landscape contractor or maintenance subcontractor shall have a full-lime employee assigned to the job as foreman for !he duration of the contract. He/she shell have a minimum of four-(4) year's experience in landscape maintenance supervision, with experience or training in entomology, pest control, soils, fertilizers end plant identification. 2. Labor Force: The landscape maintenance labor force shell be thoroughly familiar with, and trained in, lhe work lo be accomplished and shall perform the task in a competent, efficient manner acceptable lo the Owner's Authorized Representative. 2. Requirements: , Supervision: The foreman shall directly supervise the work force a! all iime. Notify Owner's Authorized Representative of all changes in supervision. 2 !dentification: Provide proper identification at all times for iandscapa maintenance firm's vehicles and labor force. Be uniformly dressed in a manner satisfactory to !he Owner 1 03PROJECT/SiTE GOND:TK,NS A Site Visit: At ,;;,,;:;inning of maintenance period, visit and walk tl1e site with the Owner's 'iepresen!a!ive to clarify lhe scope of work and understand mdst:.18 project/site conditions. Contractor will meet a minimum of ev&ry-:2 weeks during main!enance period with owner' representative le :&view special conditions of landscape maintenance. B. Documentation ,?i Conaitions: Document general ccndi!ion ol exi~ling trees, shrubs, ant, g.oundcovers recording all plan! ma!eria!s wr1ich are heaithy, thriving. . ·,1aqed, dead or dying. C. Irrigation System iJoc,zment general condition of existi119 system, making s: .. ,tc ihai faulty electrical controllers, broken o sprinkler heads ere, r&pcrted Tigatlon parable 1.0" MAINTENANCE PERIOC i.05 A Maintain arees mvoiv0e; ,,, this contract during the progress of me work and during the mainmnc:m::a period until fina! acceptance of the worn by !he Owner or his Authorized Representative. B. Improper maintenance or tho µossible poor condition of any planting a! !he termination of the scheduled maintenance period may cause postponement of the iinal completion date of the contract Mainten;,ince shall be continued by !he contractor unti! all work is acceptabie. C In order to carry out !he plant establishment work, furnish sufficient man and adequate equipment to perform the work during the olant maintenance period. D. Start of Maintenance Criteria; Maintenance period shall nol start until ali elements of ccnsiruction, planting, and irrigation for the entire project are c.ompie!e. The project will no! be segmented into maintenance phases unless specifically authorized in writing by !he Owner's Authorized Representative. E. Request an inspection to begin the plant maintenance period once planting and related worl< has been completed in accordance wilh the contract documents. A prime requirement is Iha! a!I groundcover areas be planted. If such crileria is met to !he satisfaction of Iha Ovmars Authorized Representative, a field notification will be issued lo the Contrac!or la establish !he effective beginning dale of \he maintenance period. F. Any day when the Contmctor fails lo adequately maintain planting, replaoo unsuitable plants, or do needed control or other work, as determined necessary by the Owner's Aulhorized Representative, will not be credited as one of tha plan! maintenance working days. G, The maintenance period will be extended if the provisions required within !he plans and specifications ore not fulfilled. H. . Prior to being placed on maintenance, the Contractor shall submit a schedule of activities planned during the maintenance period. This shall be accepted by the Owner's Authorized Representative prior to the start of maintenanca. A!I schedule changes shall be documented and accepted by !ha Architect GUARANTEE and REP AGEMENT A Guarantee plam ·naterial installed under the contract against poor, inadequate, or in/i,r!or material endfor workmanship. Guarantee palms for a period of two (2, years. Guarantee trees for a period of one (1) year. Guarantee shrubs sml groundcover for a period of ninety (90) days. Repiat:e malaria, at Contractor's cos! that is missing, dead, or in poor condit,n, " ,,ulty materials or workmanship, as determined by the Ownni , '10,>rasenla!ive. B. Replace marerial within fifteen (15) days of written notification by the Owner. C. The commencement of guar,,ntee period shall be noted in the certificate of Subslaniial Completion • which shall be signed by Iha Owner, Contractor, and Owner's Authorized Representative. 1.06 INSPECTIONS A Notify the Owner's Authorized Representative al least seven (7) days in advance of an anticipated inspection. Inspections are as follows: 1. Commencement of maintenance (pre-maintenance). 2. At !hirty (30) day intervals through maintenance pariod. 3. Completion of maintenance period (final walk-through), ten (10) days prior lo the end of the maintenance period. B. All conditions noted in Landscape Planting, Section 02910, shall apply herein. PART 2 -PRODUCTS 2.01 MATERIALS A. Materials used shall conform to all relative sections in other specifications or shall otherwise be acceptable to the Owner. Deliver !o Ovvner monthly record of all herbicides, insecticides, and disease c-,an!rol chemicals used. B. Top dress fertilizer shall consist cf the following percentages by weight and sllali be mixed by a commercial fertilizer supplier: (Unless otherwi.se noted in the project agronomic soiis report) 1% nitrogen 6% phosphoric acid 8% potash 2.02 EQUIPMENT A. General: Use only the proper tool for each .iob. Maintain all tools In sharp, properly functioning condition. Clean and sterilize pruning tools prior lo usage. B. Insect/Disease Prevention: Take all measures !o prevent introductiorc of insect or disease-laden materials onto the site. PART 3 • EXECUTION 3.01 MA!NTENANCE: Shall be according to the following standards: A. Keep areas free of debris, and planted areas seeded and cultivated a! intervals of not more than tan (10) days. Watering, trimming, fertilization, spraying, and pesl control as may be required shall be included in the maintenance permit Street gu!lers shall be included within lhe debrislsilu,,!ion removal program. Keep area drawings and pipe free of silt and debris. B. Maintain adequate protection of the project. Repair damaged areas at Contractor's expense. 3.02 TREE AND SHRUB CARE A. B. B. D. Material: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture throughout the major root zone. When hand-watering, use a waler wand lo break the waler force. Maintain mulches to reduce evaporation and frequency of watering. Pruning Trees: 1. Prune trees lo develop permanent scaffold branches tha! are smailer in diameter than the trunk or branch lo which !hey are attached; have vertical spacing from 1' lo 48' and radial orientation so as not to overlay one another; to eliminate diseased or damaged growth; lo eliminate narrow V-shaped branch forks that lack strength; lo reduce toppling and wind damage by thinning out crowns to maintain grovllh within space limitations; to maintain a natural appearance; to balance crown wi!h roots. 2. Under no circumstances will stripping of lower branches ('raising- up") of young trees be permitted. Lower branches shall be retained in a "lipped back" or pinched condition with as much foliage as possible lo promote caliper trunk growth (tapered trunk). Lower branches can be cut flush with !he !runk only after the tree is able to stand erect without staking or other support. Remove sucker growlh as deemed appropriate by the Owner's authorized representative. 3. Thin ou! evergreen trees and shape when necessary lo prevent wind and storm damage. The primary pruning of deciduous trees should be done during the dormant season. Prune damaged trees or those that constitute health or safety hazards al any lime of the year as required lo eliminate unsafe conditions. 4. All pruning shal! be per !nlema!iona! Society of Arboriculture Standards. Pruning Shrubs: 1. The objective of shrub pruning is !he same as it is for trees. Do not clip shrubs into balled or boxed forms unless required by lho design and direction of the Architect. 2. Make pruning cuts al lateral branches or buds, or flush with lhe trunk without CL1!ting inlo Iha branch collar. "Stubbing' will not be permitted Guying: Ramove guys as soon as they are no longer needed. Periodically inspect guys lo prevent girdling or rubbing that causes bark wounds. Repiace broken guys and lies with specified materials. E. G. \/\/eed Control: Keep basins and areas between plants free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation Iha! destroys shallow roots. Use mulches to help prevent weed seed germination. • Insect and Disease Control: approved materials. Maintain reasonable control with Fertilization: 1. Fertilize plantings with !he following, or as noted in project soils report: a. At the end of the first thirl}'-(30) day inleNal apply 3 lb. s per i ,000-sq. ft of lop dress fertilizer. b. Should the maintenance period be extended, apply specified fertilizer al thirty (30) day intervals. c. After application, water fertilizer down thoroughly. 2. Avoid applying fertilizer to !ha root ball or base of main stem; rather, spread evenly under plan! to drip line. H. Replacement of Plants: Replace dead, dying, and missing plants with plants of a size, condition, and variety acceptable to the Owner's authorized representative at Contractor's expense within 7 days .. 3.03 PALMS A. Thoroughly flood irrigate and fertilize as specified in Palm Planting - Section 02940. B. Maintain health and condition of palms and surrounding planting area as specified herein for Trees and Shrubs. C. Untying of Fronds: The Spring after planting, loosen the rope on all lied fronds. Do no! remove rope u11til the end of summer, one year after planting. Notify Architect if, in Iha opinion of the landscape contractor, it is felt !hat the palms should be untied earlier. D. Al the direction of the Architect, remove all dead or dying fronds prior to Final Acceptance, in conformance with speclfications on Palm Planting - Section 02940. 3.04 GROUNDCOVER CARE A. Weed Control: Control weeds with chemical systemic spray or by mechanical means to prevent damage to planted materials. B. C Watering: root zone1 growth. Fertilizing: 'v'Jater enough so thal moisture penetrates throughout Iha and only as frequenlly as necessary !o maintain heel!hy Fertilize as specified under tree and shrub care. D. Remove trash daily -Monday !hru Friday. E. Prune groundcover in a naturalistic fashion lo keep in l\ounds, and trim top growth as necessary lo achieve an overall neat appearance. F. Replace dead and missing plants al Contractor's expense within 7 days. 3.05 IRRIGATION SYSTEM A. Check system weekly for proper operation and coverage. Lateral lines shall be flushed out efler removing !he last sprinkler hbad or lwo at each end of the lateral. Adjust heads as necessary for unimpeded coverage. 8. Set end program automatic controllers for seasonal water requirements. Give lhe Owner's representative a key !o the controllers and written instructions on how to tum off !he system in case of emergency. C. Repair damages lo irrigation system al Contractor's expense. Make repairs within 24 hours of damage. D. Prevent spraying on windows, building waifs, by balancing the lhrot!la control on Iha remote control valves and !he adjuslmeni screws on !he sprinkler heads. Do not allow water to atomize and drift. 3.06 CLEANING A. Dispose of all pruned materials, vacuum all lawn clippings end leaves, sweep all walkways end rake smooth all mulched areas. B. Remove from the site all containers and evidence of maintenance activities. 3.07 SUBSURFACE DRAINS AND CATCH BASINS: A. Grates shall be kept clear of leaves, liller, and debris lo ensure . unimpeded passage of water. Drainlines shall be periodicaliy flushed with dear waler lo avoid build-up of silt and debris. 3 08 CONDITIONS FOR ACCEPTANCE OF WORK AT END OF MAINTENANCE: A. Each plant shall be alive and thriving, showing signs of growth and no signs of stress, disease, or any other weakness. B. Replace all plants not meeting these conditions. An additional Warranty Period equal in length to the original shall be commenced for all such plants and planted areas. • 3.09 FINAL ACCEPTANCE OF THE PROJECT A. Work will be accepted by the Owner's Authorized Representative upon satisfactory completion of ell work, including maintenance period, but exclusive of replacement of materials under the Warranty Period. B. Submit a written request lo Ovmer's Authorized Representative for review for Final Acceptance at least five (5) working days prior to anlicipa!ed Final Review dale, which is at the end of the maintenance Period. C. Prior lo 1'1e datb of the flni.1 walk-through, acqu,: 0 •'fom lho 0Nner's Au!l,",i:i:ed Represenla!ive, approved reproducible pcmts ano final record from the job record set, of changes made It.. pla,-,, dunng oons!ruciion. Labels said prints "as-builts·, end daliver them !o the Architect end to any required local agency Also deliver to !he Arci1i!ect 1he "Lanese.ope and Irrigation Guarantee" es required. The guarantee shall be on the contractor le!lerhead end dated tho final acceptance date. D. Deliver !um-over items noted In other specification sections prior loo final walk-through. END OF SECTION. I ~_!~~-~~~l~ LANDSCAPE ARCHITECTS -· "" ·-·-------······-······-·-··--"····-. ----····-·--- :'lH?';? CAMPUS pRrvt. Stmr 170 NPNPOf-<i !11',ACH, CA 92(,&:- , 11·;EN'::.,f~ NO ?Ji~ 7,4. 7~6-0,SO SY < AffilOW!l 1),1,IC; SPIEC~fDCATIONS !LAN!OSCAIPI= l.'JlAEl\:!TENANCE SECTION 02950 SA Ii.lo! 0 A I? IE l:\'l D C\i SU LA ,!,?. 11.l!DO GAY!EWAV l?ARt(S CITY OF NEWPORT BEACH P-5103~$ -··--,=---·------------------------------------------·-------------------------------------------------------!--L-..L _ _,:R:_E:.,,.;,\i...:.l.,:S...:.1_0::..,:,:N...,;S:._ __ .J._,.JL(!{W(!]l_, __ ;_ __ J.:.OA_'f!::_ ___ J...::.P~U::B:t:.:1c~w~o:::rs~1<:,:S::.:::D:f!_:P;:AA::n~v:lE:_:::NT~.1:!ll:r:·~·:L~l~S~·lK:"~2~2.~J ) ' I I 6021. '604 i i __ I I • PROPOSED VAL VE £;; ¢ "I: CONTRACTOR TO Pl'<:OVIDe CONNECTION TO PROF05El? GA1'i=V'l.A.Y P.~K CONTROLLER. RUN CONTROL AND NEUTRAL CONDlJC.TOR5 FROM VALVES TO CONTROLLER. RUN CONTROL rllRE:5 IN SEPARA1'1= .2" SLEEVE FARJI.LLEL TO MAINLINE, 602 604 . L. / PROPOSED !" SERVICE, CONTRACTOR TO PROVIDE A 'TEE' CONNECTION AT THE EXtsTIN!S 2"FVC MAINLINE SERVICE AND UTILIZE FOR PROPOSED I" MAINLINE. COORDINATE f"i.ATER METER SHUTOFF 1-'-llTH CITY OF NEWPORT BEACH. II I . . ·-••-.---------·-·--·--· ----- • ; I ,l l z. • I _,\ ,1 :,--✓, .,/ ! __ _..,.,,.._., I i i , ;1 --•-·-----+--· ~-=--· -- ! . i I ! I I ,_ --. •• ···• -, ... " 'u,( ••f' }! I '' .. r·-, ,----- ! l ! I I ~---·-· -~-·-·-' -J PLANTING PLAN 6<:,A!..E I' " 20' (REFER TO SHEET L-6 FOR PLANTING LE6END.l L~Tililfl •• •• I !"""•---,-. ··-·~7 ---· . -------. i ;-------•-··· -·· OATE IRRIGATION PLAN (REFER TO SHEET L-4 FOR IRRIGATION LEGENO) 382.2 CAMPUS ORM'.:, ·SUITE l!C€NSE NO, 2314 BY 120 Wr1i1ro1rf·srACH. CA -o:ie.Bo _ (114) 7%00150 APPRO\lro ' .•. . .'1 PUSl!C WORKS OIRECIDR :J1 : - . ,;· • ,' . 1. ·,. • ' . , I r¥ ,c ~ " " ' ;;;: ~ ,,i " C, ' ,, " " \ • l 'mdb D!RlfR!U@~ uO©L\1 ~11,G),~ • -• ·' I ' • ' ' ~Oll!l~JIQ) t'JAll.&. -'!:!C).l:'~li)icnwiti,'fr:.:~mot~~-1t!C'JTS • \ ·;: ,-,,. -,, \; z 0 E:i n 0 ~ ~ ; 0 z :a ' 2'. m n ,, ,; ,:; ~ s !:i' ~ 1 ~ -.:1 ,.~ z C s m rn JJ 0 JJ ~ z G1 z r ~ -;, ::,,. m m JJ f l I I I ! I I I I I r----, ' { I r---7 ' , I ! I I i I I I / ctl ; ! I I / , ! I I I I ti I if) 1 1r , I I I j I I I I Li i J I I I I l ' / ' j 1---.J I ' I I r-' I 7 I I i I I I I f I I I I I I ' I I { J I I I I I SD 0 ELECTRICAL PLAN GENERAL NOTES= ELECTRICAL ,PLAN NOTES: ' !. MINIMUM CONDUIT SIZE S!-IALL BE 3/4" • U.ON. [iJ cJNNECTION TO IRRIGATION CONTROLLER. VERIFY EXACT LOCATION MINIMUM CONDUIT SIZE SETU.IEEN BOXE5 SHALL Bl= I". WI\H LANDSCAFE DRAWING6. . 2. MINIMUM CONDUCTOR &IZE 5!-IAI..L eE STANDARD COFFER b2J 5Et SINGLE LINE DIAGRAM. VERIFY EXACT CONNECTION POINT WITH ~12' THU-N . U.ON. UTl~ITY COMPANY PRIOR TO BID ·AND INCLUDE ,:\W,. COSTS. 3. ALL SITE BRANC!-1 CIRCUITS SHALL. INCLUDE A NEC SIZED i;'.GlUIFMENT GROUND CONDUCTOR. 4. ALL ELECTRICAL EQUIPMENT MOUNTED OUTDOORS 51--iALL BE WEAT,-!E!'<PROOF /NEMA "3RJ. NEWPORlb BOUlE\Vt~RO 0 Y}, LANDSCAPE ARCHITECTS A CALIFORN!A CORPORATION 3822 CAMPUS DRIVE, surn: 120 NEWPORT BEACH, CA 82860 UC:E:NSE § 2314 (714) 156-0160 APPROVED DATE PUBLIC WORKS DIRECTORS DATE BY DESCRIPTION REVISIONS DRAWN APP' D DESIGNED CHE'~cK~-E-D---+cD~AT~,----' ELECTRICAL PLAN C-315B LIDO GATEWAY PARK CITY OF NEWPORT BEACH P-51bS-s PUBLIC WORKS DEPARTMENT SHEET El or 22 i I ,; '· ' ,I ~' f ;n ~ ' a ' ,"}/ ii ~ < -n z '" 0 .e ~ ;t L' C ~ OJ rTl '.Il ·-~---~ i I I I I 81 U I l!D! I! !NJ G I I \ \ I ELECTRICAL PLAI\I GENERALI NOTES: !. MINIMUM CONDUIT SIZE 514ALL BE 3/4" -U.ON. MINIMUM CONDUIT 51ZE BETWEEN BOXES SHALL BE I". 2. MINIMUM CONDUCTOR SIZE Sl-iALL !3E STANDARD COPPER ~~ Tl-lll.N -U.ON. 3. AlL SITE SRANCl-l CIRCUITS SHALL INCLUDE A NEC SIZED EQUIPMENT GROUND CONDUCTOR 4. ALL ELECTRICAL E:GlUIFMENT MOUNTED OUTDOORS SHALL 6E UJEATl-iERPROOF (NEMA "3R). I • ' I 1 \ \, I I BALBOA !PENINSULA SITIE PLAN ELECTRICAL PLAN NOTES: f7i7 CONNECTION TO IR"21GA.,.ION CONTROLI..ER VERIFr EXACT 1..0CATION ~ UJITf-1 LANDSCAPE DRAWINGS. P':;'1 $EE SINGLE LINE DIAGRAM. VERIFY E!XACT CONN5CTION POINT.UJ'Ti--1 h,.::J UTILITY COMPANY PRIOR TO 61D AND INCLUDE ~ C06T5. C 0 ss I I I LANDSCAPE ARCHITECTS A CAUF'ORN!A CORPORATION I J 3822 CAMPUS DRIVE, sum: 120 NEWPORT BEACH, CA 92660 LICENSE f} 2314 (714) 756-01:!iO I i l J I I -'\ d,/ 'I .i ·; I APPROVED DATE PUBLlC WORKS DIRECTORS DATE BY DESCRIPTION APP'D DESIGNrn DRAWN REVISIONS CHECKED DATE ~7 I I II I '---- KONSORTUJM 1 t789f 8KY PARK Cl?CL£, WTE 'B' RV!N£,. CALJFORMA 927!4 (l/4)2Jli.°"'2 Fox{7/4)22rQ4i!O CONTACT, RA~. SWARTZ JOB • • 83@6-00-100 ELECTRICAL PLAN BALBOA PENINSULA GATEWAY PARK C-3124 CITY OF NEWPORT BEACH P-5168-s PUBLIC WORKS DEPARTMENT SHEET E2 or~~ I I !I ' ~ z G.l z C s::, OJ YJ I 2" CONDUIT TO-~ FULLBOX f---{fil D D c::c(t:===~ ~~=:::::.\'''~=l¾=== CONDUIT FROM----' EDISON VAULT 2" CONDUIT TO FULLSOX, -- FRONT VIEW NOTE$, m ALL ANCHORINC:. HARDWARE, MOUNT$, NUT&, 60L. TS AND BASE SHALL BE 5T AINLE:55 5Tl=EL. FROVIDE (4! 112" X 0" ANCHOR SOLT5 WITH A I" HOOK, m PROVIDE 3FT. CLEARANCE AROUND CABINET ON ALL 51DEi:l, UNLE&i:l OTHERUJl&E: NOTED. []] RUB ON LETTERINC's FOR ADDRE55 ii" BLACK VIN:)".L; SEIS ADHESIVE, GJ GROUNDING ROD ON LOAD $1DE PER MFC'5. 6FEC, SEE 5INGLE L !NE D !AGRAM, ~ CIRCUIT 6Rl:AKER FER NEC ~ MFG'$, 5FEC. Q PROVIDE CONCRETE FOUNDATION (2800 • 2!3 PAYS) ~ AND PER REQ'S-OF MFR VERil=Y EXACT $1:ZE OF FOUNDATION WITl-i MANUPACTURER ANP STRUCTURAL ENGINEER PRIOR TO ROUGl-l-!N, PROVIDE PAD MOUNTED BASE WITl-l .ANCl-iOR 60L TS EMBEDDED IN CONCRETE SUPPLIED 13Y T!-lE PEDE5T AL MANUl=ACTURER I I" MIN,-, ' I I 2" I I I I I I I I I I I I I I ] V ---CAE;INET DOOR TO FACE STREET, SIDEWAlK I ;I" ~ I n 1 LEVEL CONDUIT FROM-Jl 2" CONDUIT TO~::::_.,+==== EDISON VAULT II ""UL' , ._eox. F';:;:"1 MYERS CABINET MCDEL NO. MEUGX-Ml00 C/5$ b!:::'.d WITH WINDOW AND METER $CCl<ET 5T AINLE55 STEEL THROUGHOUT. I PHASE 3 WIRE 120-240 VOLT 60 AMP MIAN CIRCUIT BREAKER AND SPACE FOR FOUT 2 POLE CIRCUIT 13REAKER5. INSTALLED PER MANUFACTURER'S 5PECIF!CATON5. fll DISTANCE Sl-iALL !3E 8" MAX .. !F TH!c DISTANCE IS e:,.,.;,, GREATER T!-lEN 8" A RETAINING WALL 51-iALL BE IN5TALLED. METER PED EST AL ELEV A TION N,T.5, 4 ={D]~--LIGkT FIXTURES A. \V 5' MIN, OR !:>' MAX, TO CL OF &TREi:T LIGHT OR l:IOLLARD. TYPICAL PULL BOX REQUIRED AT EAC!-l LIGHT STANDARD MOUNTING 120/24@ VOLTS LOCATION PANEL "MPA", "MP!3" MAIN CJ3. ro0A/2P BUS 60A I PHASE WATTAGE L --~------T ¢A ¢B G 3 WIRE R M B E I K C s R C C I R C .A,I.C.RATING C I R C B M R L WATTAGE K I E Tf---~-~ R E C G ¢A ¢B LOCATION -1----t--+-c-+-,---.----------··· --·-----jf------------l 1 -♦-f--2 ----$FACE --,. I -20/1 3 _j___ _r--4c'+-2!2>_/_I --+_-t-_-+--_ +-----t-B-,0--t-~T~RE=E=,-5-IG_N_L_IG--1-4-T-5--~-. ---5 6 2<2>/1 ---117@ TREE LIGHTS -fT'l 7 •---•-8 20/1 -- - 30@ IRRIGATION =NTROLLER 'L.'.,j --- -----+--+--+--9--s l-'1_,,0_µ,,212le:,/"-I --+"---+--'---+'---+-"----+--+--"5"-P-"'A"'RE"'---------!--' SPACE ----111-+---.--<12 -----SPACE WATTS ¢A -2390 ¢8 -1300 TOT/-1L WATTS -30'90 AMPS -I!:; LCL -NIA 1---------------------------------------------------------< HIGH ¢ WATTS -2390 HIGH ¢ AMPS -20 HIGH ¢ LCL -NIA ~---m FROVID!c A 6-FOLE (2 5PARE! LIGHTING CONTACTOR, FIXTURE TYPE "1u AND 11411 DETAILFOR PALM TREE UPLIGHTS BRANCH CIRCUITS PER PLAN5.--~ ~--BALLAST ENCLO&IJRE l!Jin-1 CONCRETE POUR COLLAR FIXTURE TYPE 1'211 AND ''3" DETAIL FOR SIGNS NOTES: (iJ El&EL ENTERFARl&ES NO, 3-!12F OR BF f'ULL60X OR PRE-APPROVED EQUAL MARKED "&TREET LIGHT HIGH VOLTAGE" A$ PER PLAN, 5 LAYERS OF 3M ELECTRICAL TAPE NO, 23 OR 1312lC OVER 3 LAYERS OF TAPE NO, 33 OR EQUAL !TYPICAL!, RUElSER BOOT NOT A=EPTAElLE, THEN 5COTCHCOATED FUSE HOLDER IN PllLLBOX TRON 'I-IEX-AA OR FREAFPROvED EQUAL, ALL CONDUIT &HALL BE 1-1/4" DIA. F.V,C, SCHEDULE 4@. ElETWEEN PULL!30XE6. NOT U5ED, ALL FU6E& SHALL BE LOCATED IN ADJ. FULl..60X AND SIZED TO SERVE WATTAGE OF LUMINAIRE, AFTER CA6LE 15 IN$TAL1-ED, ALL CONDUIT i=ND5 5HALL Bi: SEALED WIT~ DUGTSi:AL OR EQUAL, NO CONDUIT RUN SHALL SE LONGER T!-!AN 100' 13ETWEEN PULi-SOXES. N.T.S. N.T.S. 2 3 D'.PICAL FU5EHOLP~ CITY OU,NED MULTIPLE CIRCUIT (2412' VOLT/ ELECTRICAL SYMBOLS LIST Hl~-1,'3: I-IOME RUN TO PANEL, LETTER D!:5IC:.NATE5 PANEL, NUHi3ER INDICATES CIRCUITS, c;A-14345 I-IOME RUN TO FANE!., LETTER DEc51GNATE5 PANEL, NUMBER& iNPICATE tj-tl 1111 ::, DEDICATED CIRCUIT5 WIT!-l SEPARATE NE:UTRAL5. r:;;A-1•3'5 !-!OME RUN TO FANEL. LE:TTER DE51GNATE5 PANEL, NUM13!=R5 INDICATE tJHtlllill> ISOLATED CIRCUITS WITH SEPARATE NEUTRALS AND ISOLATED GROUND&. ----13RANCf.! CIRCUIT WIRING, 2 12 IN 112" CONDUIT OR AS NOTED OR 5YMi30LlZED --1/:l"C-3~2 Ill Ill l/2"C-6~2 1111 l/2"C-4'12 Ill 1111 '.?/4"C-1~2 11111 l/2"C-5"12 1111 1111 3/4"C-B~2 Ill i/2"C-2"12 ; l"12 1/G, CONDUIT RUN CONCEALED BELOW GRAPE, 3/4"C MINIMUM WIT!-! COPE SIZED EQUIPMENT GROUND, -----j~ CONDUIT 5TUEI OUT, CAP < MARK. ------1: CONDUIT $TUB our, CAP ; MARK !> f.!.iD. GROL.'NP MOUNTED FLOODLIGHT. IE!] M!=TER PEDESTAL [I] FIE;ER OPTIC ILLUMINATOR ANNOTATiON SYMBOLS (TI PANEL CALLOUT, "A" INDICATES PANELEIOARD OR EQUIF1"1ENT DESIGNATION, [~ DETAIL CALLOUT, "3" INDICATE$ DETAIL NUMBER "E-1" INDICATE5 SHT. NUMBER V m REFERENCES A FLAN NOTE, REFER TO NOTE& ON &HEET, OR AS DIRECTED. & REVISION REFERENCE, REFER TO NOTES ON SHEET, OR A& DiRECTED, UNDERGROUND PULL$ECTION PER 5.CE. REQUIREMENTS - 2 li.l"C., 3 "2 TO POINT OF COSNECTION A5 5HOlLN ON PLAN$- b5,000 AIC RATING (1201240V, i~,3W) 1,- I I I M I I I , ) 11:,(2),A 2f' I I I I ~ I GNP_ PANEL 6U5 I I --t-----3/4"C., I "8 TO DRIVEN - ~-!-------- GROUND ROD FER N.E.C, "250-83 SINGLE LINE DIAGRAM 11MPA" & 11MPB11 1 N.T,S, LANDSCAPE ARCHmECTS A CALIFORNIA. CORPDRATION ;!1822 CAMPUS ORM:, SUITE 120 NEWPORT BEACH, CA 92860 LICENSE f 2SM (714) 756-0H>O APPROVED DATE PUBUC WORKS DIRECTORS KONSORTUMJ 1 V'8B1 SKY PARK CRClE, SiKiE 'B' m1NE. ~ 92714 =-Fex(714)22HJ430 CONTACT, RAY SWARTZ JOB • 8300 -00-100 ELECTRICAL DETAILS C-3124 4 C-3155 BALBOA PENINSULA AND LIDO GATE\IIJAY PARK t--------------------------------------------------------------------------------------------------------,---,1 DATE BY DESCRIPTION APP'O DESIGNED DRAWN CITY OF NEWPORT BEACH P-Blo3-S PULLBOX DETAIL N,r.s. 6 REVISIONS CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET E3 or 2.2. ~\ I \}) IELIECTR~CAl SIPECiFICA T~ONS A GENERAL ALL 1roisK 51-<ALL COMFL Y WITH CALIFOF,NIA CODE OF REGULATION&, THE LATEST ADOPTED EDITION OF NE.C., AN UJ3.C., AND LOCAL CODES. ALL EQUIFtiENT AND 5Y5TEM5 51-MLL 13E UJ._ LISTED- THE CONTRACTOR 51-!ALL VISIT THE 51TE, VERIFY Tl-IE EXACT CONDITION6 RELATING TO Tl-II: WORK AND 5i4ALL OBTA!N SUC!-< INFOF:MATION AS MAY !3E NECE&SARY TO PRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL !3E MADE FOR ANY EXTRA EXPENSE, DUE TO FAILURE OF Ti-<E CONTRACTOR TO MAKE &UC!-< A FIELD VERll'ICATION BY GUElMITTINc; A PROPOSAL FOR Tl-IE WORK INCLUDED IN THE CONTRACT, Tf-lE CONTRACTOR SHALL i3E DEEMED TO f-lAVE MADE Tl-IE FIELD VERIFICATION AND ACCEPTS ALL JOl3 SITE CONDITIONS. THESE DRAWIN::i!S ARE DIAGRAMMATIC ONLY. Tf-lE CONTRACTOR 51-iALL FOLLOW Af" CL05EL Y AS POSSIBLE. LOCATION$ OF EQUIFMENT ANDIOR DEVICES SHALL !3E VERIFIED WITH THE OWNER/ARCHITECT PRIOR TO ROUGH-IN CONTRACTOR eHALL PROVIDE ALL LAl30R, MATERIAL, INSURANCE, EQUIPMENT, INSTALLATION, CON5TRUCTION TOOL5, TRAN5PORTATION, ETC. FOR A. COMPLETE AND PROPERLY OPERATING ELECT-:ICAL SYSTEM. ALL MATERIALS SHALL 61: NEW, AND OF THE SAME MANUFACTURER FOR 1:'ACH CLASS OR GROUP OF EQUIPMENT. MATERIALS 5,.JALL i3E LISTED AND APPROVED 13Y UNDERIJJRITER'5 LAOORATORIES, AND 5f-lALL SEAR THE INSPECTION LABEL Wf-lERE 5U13JECT TO SUCl-4 APPROVAL MATERIALS 51-lALL MEET WITH Tl4E Aff'ROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNI~ BODIES RAVING JURISDICTION. MATERIALS SHALL 6E MANUFACTURED IN ACCORDANCE: IIJIT..I APPLICA6LE STANDARD& ESTA6Ll5HED 6Y AN.SJ, UL, NEMA AND Nl3fl1 INSTALL PER MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR 51-lALL SECURE AND PAY FOR ALL NECESSARY BUILDING PE~ITS. COORDINATE TEMPORARY CON&TRIJCTION REGlUIREMi:NT5 WITH ALL TRADE'& PRIOR TO CONSTRUCTION INCLUDE ALL COST& IN T..IE BID. Tf-lE JOl3 SHALL SE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER DATE OF ACCEPTANCE 61 Ol!NER ANY WO!<K, MATERiAL OR EQUIPMENT FOUND TO BE FA\JLTY DURING THAT PERIOD 51-!ALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION AT THE EXPENSE OF THE i=LECTRICAL CONTRACTOR USE ONLY COMPETENT $KILLED PERSONNEL PERl'ORM ALL UJO!<K CONSISTENT WITl-1 Tl-IE BEST POSSIBLE TRADE PRACTICE&. Wi-aERE A CONFLICT OCCURS i3ETUJEEN THI& 6PECIFICATICN AND OTHER SPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, Tf-lE MORE STRINGENT REQUIREMENT SHALL PREVAIL. ALL ADDENDA AND CHANCIE ORDER& SHALL !3E APPROVED 6Y OUJ-lER CONTRACTOR SHALL 5U13MIT SHOP DRAWINC-,5 FOR ALL MAJOR P:ECE:5 OF ELECTRICAL EGlUIPMENT, NCLUDING, SLIT NOT LIMITED METER PEDESTAL AND PANELOOARD&. 6U13MITTAL5 51-iAL:-13E MADE TO Ti-IE ARCHITECT AS SOON A& IS PRACTICABLE AFTER AWARD OF CONTRACT. ALL 6ROCHUK!:5, OPERATING MANUALS, CATALOO&, 51-lOP DRAWINGS, "A5-13UILT5", !':TC. SHALL BE r,JRNED OVER TO THE: OWNER AT Tl-IE COMPLETION OF Tl-IE JOS. PROVIDE Tf-lE OllNER WITl-t ONE /Ii SET OF COMPLETE ELECTRICAL "A5-!3UILT5" INDICATING FINAL EQUIPMENT/DEVICE LOCATION&, CONDUIT ROUTING, ETC. ALL EXTERIOR EQUIPMENT 5f-lALL BE UJEATI-IERPROOF. 13_ CONDUIT PVC SCHEDULE 4<1l NONMETALLIC CONDUIT UilTH CODE $!ZED GROUND CONDUCTOR 51-!ALL 6E U51:'D 13EL.OW (:,RADE ONLY, IF APPROVED AND INSTALLED FER LOCAL CODES. DO NOT ROUTE i3E'LOW GRADE CONDUITS Tl-!ROLic;H AREAS OF FLlTuRF-CON& TRJCTION. CONDUIT 511JEl:P5 AND Rl5ER5 SELOU! GRADE 514ALL SE PVC &Cf-lEDULE 412>. C. CONDUCTORS CONDUCTORS 51-lALL SE COPE GAl.k;;E 600 VO~T CLASS, COPPER, MARKED 24" ALONG IT'S LENGTI-! 51-<0WING; MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAuE AND SIZE-612><!l VOLT CONDUCTORS SHALL flE TYPE "Ti-<HN/Ti-lUN (UJETIPRY!". DELIVER THE WIRE TO THE SITE IN UNi3ROKEN PACKAGE&. LOW VOLTAC;E CONDUCTORS SHALL 13E PER EQUIPMENT MANUFACTURERS RECOMMENDATION&, EACH CONDUCTOR OF EVERY .SYSTEM 51-lALL BE PE1'MANENTLY TAl'.iGED IN COMPLIANCE IIJITH OS.HA USING PRESSURE SENSITIVE PLASTIC. ALL CONDUCTOR5/CAi3LING $HALL BE IN5TALL!cD !NAN APPROVED RACEWAY UNLESS SPECIFICALLY NOTED OTH!cRUJ15E IN Tl-lE CONTRACT DOCUMENTS. MINIMUM CONDUCTOR 5!ZE S~ALL SE ~0 All.ti. GROUNDING, Tl-1E ELECTRICAL 5Y6TEM SHALL 6E (:,ROUNDED IN ACCORDANCE WIT4 THE F'RESENTL Y ADOPTED EDITION OF ii-lE N.E.C. AND OTHER Af'FLICAi3LE CODES. THE MAXIMUM RE&l&TANCE TO GROUND eHALL NOT EXCeED & OHM$ TO GROUND. THE CONTRACTOR 51-iALL PROVIDE ALL IN5TR1JMENTATION AND TE&T& FOR MEA&URINCI THE R!:516TANCE OF EACH PHASE TO GROUND. A FROPERL Y CALl9RATED ''MEGGiER" TYPE INSTRUMENT 61-<ALL SE USED. IN THE EVENT Tl4AT LOW RE515TA'ICE TO GROLND& ARE FOUND Ti-lEY SHALL Be ISOLATED. MAKE PROPER CORRECTION& TO RESTORE Ti-IE RESISTANCE TO AN ACCEPTASLE VALU!e. ALL SRANCI-< CIRCUITS 61-iALL SE PROVIDED WITH A CODI: &/ZED EQUIPMENT GROUND. E. POUER Dl5TRl6UT!ON EQUIPMENT AND DEVICE& POWER DISTRli3UTION EQUIPMENT, CIRCUIT BREAKERh AND FUSIBLE sw:TCHES INSTALLED IN METER PEDESTAL$ AND PANELflOARP5 6f-lALL l-4AVE A $ERIE& RATING FOR THE AVAiLASLE FAULT CURRENT. PANEL130ARD5, PANEL60ARD& 51-lALL I-IAVE MAIN AND BRANCH CIRCUIT 6REAKER RATING& OF SIZE AND QUANTIT!E5 AS Sf-lOUN ON DRAWING6. PANELBOARD& 5!-IALL MEET FEDERAL 6PECIFICAATION W-P-1158 AS TYPE I, CLAS& 2. ALL CURRENT CARRYING PARTS OF Tl-4E 13U6 A65EMBL Y &HALL BE PLATED AND &HALL 8E ENCLOSED IN A $TEE~ CABINET GUITASLE FOR 6URl'ACE OR FLU5Li MOUNTING A5 INDICATED 6Y Tl-lE DRAUIIN'"~-UL Ll&T!:D "i-<ACR" TYPE SREAKERS 61-!ALL 6E PROVIDED FOR CIRCUIT& &ERVNCi, MECLIANICAL EQUIPMENT LOAD&. A DIRECTORY FOR CIRCUIT IDENTIFICATIC:.'l 6f-lALL 6E PROVIDED, AND ALL CIRCUIT& SHALL 61: IDENTIFIED. CIRCUIT BREAKERS SHALL 13E FULL SIZE flOL T ON TYPE, TOOOLE ACTION llJITi-1 QUICK HAKE, QUICK !3REAK MECl-!ANISM. ALL MULTI-POLE 6REAl<ER$ 6f-lALL HAVE SINGLE OPERATING 1-<ANDLE AND COMMON TRIP. SYSil':M UNLE56 NOTED OTI-IERW15E. DUPLEX OR TANDEM TYPE CIRCUIT i3REAKERS FOR CIRCUIT IDENTIFICATION 5f.lAlL BE PROVl?ED, AND ALL CIRCUIT& 51-iALL BE IDENTIFIED. CIRCUIT SREAKER6 SHALL NOT BE U5ED. i GENERAL LIGHTING FIXTURE SCHEDULE NOTES A DEFINITIONS L APPROVALS WI-IERE THE UJORP& "APPROVED", "APPROVAL", "ACCEPTA6LE" AND "ACCEPTANCE" ARE U5ED, IT 51-iALL SE UNDERSTOOD TI-IAT ACCEPTANCE i3Y THE ARCHITECT AND ENGINEER 15 INTENDED- '-EQUAL WHERE Tf!E UJORD& "EQUAL", "AFFROVED EQLIAL", "EQUAL TO", "OR l=QUAL sr, "OR EQUAL" AND "EQUIVALENT" ARE U5ED, iT 51-<ALL SE UNDER&TOOD Tl-!AT SUCH IWRD5 ARE fOLLOJJED !3Y THE EXPRESSION "IN THE OPINION OF THE ARCHITECT AND El\'GINEER". FOR Ti-1E PJRPO&E OF SPECIFYING PRODUCTS, "EQUAL" Sf-lALL MEAN, Tl-IE SAME SIZE, MADE OF Telle $,6l'fE CONSTRUCTION MATERIALS WITf-1 EQUIVALENT MEi>IOD5 AND LIFE EXPECTANCY, Ti-<E SAME AESTHETIC APPEARANCE AND &TYLE WHICI-I INCLUDES CRA"T6MA'l$1-11P, Pf-lYSICAL ATTRl6UTE5, COLOR AND FINl&!-1, THE SAME PHOTOMETRIC PElsfOl<l"t.ANCE WI-IICl-l INCLUDE& ELECTRICAL CHARACTERISTIC&, VOLT AC;£:, LOAD, POWER FACTOR, TEMPERATURE RATING, AND OUTFUT NOISE LEVEL 3. 5U65TITUTION FOR THE F'JRPOSES OF SPECIFYING PRODUCT& "SU6STITUTION" 51-<ALL MEAN PROVIDING A PRODUCT Ti-<AT 1-iA5 NOT BEEN APPROVED i3Y Tl4E ARCHITECT OR ENGINEER 5Ul35T!TUTION OF THE SPECIFIED PRODUCTS 15 5TRICTL Y FROl-!1131TED - UNLE55 "Aff'RO\IED AS AN EQUAL" AND ISSUED AS AN ADDENDUM BY Ti-<E ARCHITECT OR ENG!NEER IN ACCORDANCE WITH Tf-lE REQUIR..91ENT& STATED HEREIN 4. ALTERNATIVE FOR THE PURPOSE& OF 5PECIFTIT'1G PRODUCTS "AL TE!sNATIVE5" HAVE 6EEN E5TA6Ll61-1ED TO ENASLE THE OUNER TO COMPARE TOTAL COSTS WHERE ALTERNATIVE MATERIAL& OR METHODS Ml(:if-lT 13E USED. Ti4E PRICE: 51-iALL 6E SUl:lMITrl=D POR Tl-IE ALTERNATIVE AS WELL A& Tl-IE SPECIFIED PRODUCT OR METHOD INCLUD INc; ALL NECESSARY MODIFICATIONS, AFFRCVAL OF AN ALTERNATIVE 15 AT THE OWNER'S Pl5CRETION AND ONLY AFTER THAT ALTEFiNATIVE HAS SEEN APPROVED BY Tf-lE ARCHITECT AND ENGINEER AND 15 MADE PART OF me OILNER-CONTRACTOR AciREEMENT. 5. NO !<NOUN EQUAL FOR THE PURPOSES OF SPECIFYING PRODUCTS "NO l<NOUJN EQUAL" 5J.lALL MEAN Tl4AT Tl-IE ARCHITECT OR El\t.lNEER 15 NOT AWARE OF AN EQUiVALENT PRODUCT. 6. Tl-IE LIGHTING FIXTURES, 6ALLAST& AND LAMPS FOR THIS PROJECT HAVE BEEN $PECiFIED TO INSURE THAT SPECIFIC AESTHETIC AND PEl<fORMANCE 1'1EQUIREMENTS WILL BE 5ATi5FIED. TI-IE5E PRODUCTS HAVE 6EEN CARt:7'\ILL Y RE5EARCI-IED AND EACH SPECIFIED ITEM HAS UNIQUE QUALITIES UJHICH WERE DETERMINED TO i3E E55ENTIAL IN 5ATl5FYING THE OUNERS, ARCl-41TECT5, AND ENGINEERS DE&lc;N CRITERIA, WHILE &TILL FITTING WITf-llN Tl4E E5TABL15HED PROJECT 6UDCIET. IN ADDITION, THE MANUFACTURING AND &HIPPING TIME lsi:QU!REMENT5 FOR EACH OF TH:: &P!':CIFIE:D FIXTURES HAS BEEN VERIFIED TO FIT WITI-IIN THE E$TABLl&HED CONSTRUCTION 5Cf-lEDULE. C. 5U6STITUTION5 OF Tl-lE SPECIFIED PRODUCTS ARE &TRICTL Y PROHl61TED • UNLE&S APPROVED AS STATED I-IEREiN. LIGHTING FIXTURE, 6.ALLA&T AND LAMP 5Ul35TITUTION$ $>-IALL 61: FORMALLY PRESENTED TO THE ENGINEER, 6Y APPOINTMENT ONLY, AT LEAST TEN ii@! UJO!<KING DAY& PRIOR TO S!D TIME. THE e/JSMITTAL MATERIAL 51-iALL INCLUDE Tl-lE FOLLOWINC:i ITEM$. L A COMPLETE AND OPERATING SAMPLE, WIRED FOR 120V OPERATION, WITf-1 L,l,M;", CORP AND PLUG. 2. A COMPLETE PI-IOiOMETRIC REPORT, FOR THE PROPOSED 5US6TITUiE PRODUCT, USING THE SPECIFIED LAMP TYPE AND WATTAGE, INCLUDING TA6ULATED CANDLEPOWER VALUES, COEFFICIENT OR UTlllZATI0:-1. AND AN ISC-FOOT •CANDLE DIAGRAM. PRORATED DATA WILL NOT 6E ACCEPTABLE. Tf-lE Pf-lOTOl1ETRIC REPORT MUST SE DONE IN ACCORDANCE WITf-1 F'UBLl&HED I.E.$. TESTING, PROCEDLlRi:5 AND CERTIFIED 6Y A REGl&TERED ELECTRICAL ENGINEER. ,_ A CURRENT ORIGINAL CATALOG DATA SHEET WIT!-< LUMINAIRE CATALOG NI.IM!3ER5. MODIFIED DATA SHEETS WILL NOT 6E ACCEPTABLE. 4. A &IG>NED COPY OF THE "SU6&Tlr,JTION COMPLIANCE FO!<l1", LOCATED IN Tl-lE DIVISION I SPECIFICATION, 5TATING THAT IF Tf-lE PROPOSED 5U86TITUTION !5 ACCEPTED, Tl-I!: PROJECT SCHEDULE WILL NOT Ell: NEGA TiVEL Y EFFECTED-IF Tl-IE CCMPLETION OF Tl-IE PROJECT 15 DELAYED BECAUSE OF THE APPROVED 6U65TITUTION, Tl-4E ELECTRICAL CONTRACTOR WILL 65 RESPON616LI: FOR PAYMENT OF ANY E5TA6Ll6HED LiGlUIDATED DAMAGED, &. FOR SPECIFIC INTERIOR FIXTURE 6U5&TITUTION6, Wf-lEN DIRECTED BY THE ENGINEER, A POINT-SY-POINT SCALED COMPUTER PRINTOUT !lHALL BE PROVIDi:D VERIFYINc; 0!-IE ILLUMINATION LEVEL5 FOR THE SP!:CIFIC INTERIOR AREA. IF Tl-lE SU56TIT1JTED FIXTURE I& A'l EME~ENCY FIXTURE, THE REPORT SHALL ElE RUN IN BOT!-< NORMAL AND EME~NCY MODES. THI& REPORT 51-<ALL 6E CONFIGURED llJITI-I &PECIFIC CONSTRAINTS, A& DIRECTED SY Tf-lE ENGINEER OR RECORD. THE REFOl'<T MU&T &1-lOW Tf-lAT n-1e 5Ui35TiTUTED FIXTURE PROVIDE& PERFORMANCE EQUAL TO OR SETTER TI-IAN Tl-lE LIGHTING LEVELS OF Tf-lE SPECIFIED PRODUCT. G. FOR ALL EXTERIOR FIXTURi: SUBSTITUTION&, A POINT-SY -POINT SCALED CONFUTER PRINTOUT SHALL 6E PROVIDED YERIFYING Tl-IE ILLUMINATION L:vEL& FOR Tl-IE i:NT!RE SITE FLAN BASED CN U51Nc; Tf-11= PROPOSED ALTERNATIVE FIXTURES. THE REPORT MUST 6f-lOl!J THAT Tf-lE e\J6$TITUTED FIXTURE PROVIDES FElsfORJ'1ANCE EQUAL TO, OR BETTER THAN THE LIG>f-lT!NG! LEVELS OF Tf-lE &PECIFIED PRODUCT. Tf-115 REPORT SHALL SE CONFIGURED WITH THE FOLLOWING CCN5TRAINT$_ a. THE &PACING INCREMENT OR POINTS ON THE VERIFICATION REPORT SHALL NOT EXCE:ED TEN /l<!l) FEET IN E!THER DIRECTION. i:,_ THE PRINTOUT &HALL BE: BASED ON PROVIDING MAINTAINED FOOT-CANDLE L!:VEL5 USING A LIGHT LOS5 FACTOR, AS DIRECTED BY THE ENGINEER OR RECOf,;D_ c. THE PRINTOUT 6HALL 5HOllJ ANY ADDITIONAL ENERGY AND/OR ENER6Y COSTS, FOR A TEN YEAR PERIOD, A& CCMPARED TO THE ORIC:!INALL Y SPEClf'IED ITEM. THE TOTAL C05T5 FOR TI-IESE EXPENSE& WILL BE DEDUCTED FROM THE CONTRACT CO&T. D. R!:GARPLE&& Of' Ti-<E APPROVAL OF AN1" &U!3&TITUTION, ALL BID& 61-4ALL 6E BASED ON THE PROPUCT5 EXACTLY A& SPECIFIED. PRICINc; FOR EACl-4 APPROYED SUBSTITUTION SHALL BE INCLUDED IN Tl-l!: BID 5U6MITTAL A5 A SEPARATE LINE ITEM ALiERNATIVE. Tl-tE FINAL ACCEPTANCE OF AN APPROVED 6U136T!TUTION WILL ONLY i3E CONSIDERED IF PRICING FOR THE: ORIGINALLY SPECIFIED ITEM 15 INCLUDED IN Tl-IE BASE BID. E. THE FIXTURES ARE SPECIFIED IN A GENERIC MOUNTING FORMAT. Tf-lE CONTRACTOR SHALL BE RE&PON&IBLE FOR VERIFYING AND PROVIDING ALL l-iAN6ER5, CLIPS AND NECE5$ARY 4ARPWARE TO INST ALL Tl-IE FIXTURE IN ii-IE ENVIRONMENT AS 6HO:lN ON Tl-IE ARCHITECr,JRAL PLAN&. IN ADDITION, THE CONTRACTOR SHALL SE RE&PONSISLE FOR FIELD DETERMININ(:i EXACT LENGTf-lS OF FIXTURES Tf-lAT ARE SPl=CIFIED WITf-1 A NON STANDARD LEN&Tf-1. SOMETIMES DESIGNATED lUITI-! A "l". F. CONFLICT$ !3ETW2EN CATALoc; NUM6ER5 AND FIXTURE DESCRIPTION& 5!-IALL 6E 6ROI.IGHT TO THE ATTENTION OF THE ENGINEER, PRIOR iO SID TIME, FOR CLARIFICATION. G. FINAL AND EXACT LOCATION& OF ALL EXTERIOR LIGHTIN::ii FIXTURE& 51-lALL 13E A& Sf-JOUN ON Tl-1E ARCHITECTURAL AND LANDSCAPE FLANS. H. ALL FIXTURE FINISHES AND COLORS, UNU:5& NOTED A$ CU&TOM, Sf-lALL 6E SELECTED FROM THE FULL RANGE OR MANUFACTURERS STANDARD COLOR OPTION&, A6 SELECTED SY Tl-IE ARCHITECT. THIS DIRECTION WILL 13E PROVID!:D IN Tf-lE SHOP DRAWING REVIEW PROC!:65. ALL FIXTURES INDICATED WITH A CU6TOM COLOR &HALL BE PROVIDED WITl-l A CUSTOM FINISH Fi::R THE ARCHITECTURAL REVIEW COMMENT$ OF Ti-IE 5U6MITTED SHOP DRAWING&. L ALL SALLAS TS 51-!ALL SE HIGf-1 POWER FACTOR RATED. ALL LINEAR LAMP FLUORESCENT BALLA& TS SHALL SE ELECTRONIC TYPE AND 6E MANUFACTURED 6Y MAGNETEK OR ADVANCE. f-lARMONIC CONTENT &1-lALL NOT EXCEED TU-ENTY !20! PERCENT. EXTERIOR APPLICATIONS &HALL USE LOJJ TEMPERATURE (ZERO DEGREE& FAHRENHEIT! 13ALLAST5. J. A Sf-lOP DRAlll:NG CUT-SHEET SHALL 6E SUSMITTED FOR ALL FIXTURE$, FER THE DIVISION I SPECIFICATIONS. WITH EACI-I INDIV!DUAL FIXTURE 5U13MITTAL, A 6ALLA&T AND LAMP CLlT-5>-IEET &HALL ALSO SE PROVIDED. SUBMITTAL& A. ONLY PRODUCTS LISTED A$ 'EQUAL' WITl41N THE CONTRACT DOCUMENT& AND 5Ll!35TITUTION5 APPROVED AND 155UED AS AN ADDENDUM PRIOR TO BID WILL BE REVIEWED. OTHER PRODUCT& NOT cONFORMING TO Tf-lE ABOVE WILL NOT BE REVIEWED, AND WILL i3E REJECTED. 6. Tf-lE ELECTRICAL SUBCONTRACTOR SHALL REVIEW THE 5Ui3MITT AL FOR CONFORMANCE TO THE CONTRACT DOCUMENTS INCLUPINc; HOUNTiNe:, AND VOLTAC;i;:_ ONCE THE ELECTRICAL CONTRACTOR I& SATISFIED WITi--1 THE SUBMITTAL, THEY SHALL STAMP AND &IGN EACH COPY OF THE 5U6MiTTAL, INDICATING Tl-4AT THEY f-lAVE REVIEILED AND ACCEPTED THE PRODUCTS, AS WELL AS THE LEAD TIME AND SCHEDULED DELIVERY OF Ti-<E PRODUCT&. THE 5UBMITTAL5 SHALL AT Tl-4AT TIME BE FORWARDED TO THE ARCHITECT/ENGINEER THROUGl-l NORMAL CHANNELS. IF THE SU13MITT AL f-lA& NOT SEEN REVIEl1ED BY THE ELECTRICAL CONTRACTOR, IT WILL 6E RETUr.Ni:D "REJl:CTED, CONTRACTOR REVIEW AND APPROVAL 15 REQUIRED"- C. 5U6MITTAL POLICY :_ REVIEW THE PRODUCTS 5U6M!TTED FOR CONFORMANCE TO DE51c;N, FUNCTION, QUALITY AND AES THE TICS FOL.ND IN Tl-IE SPECIFIED PRODUCT&. 2. COMMENTS USED IN RESPONSE TO SUBMITTAL$ ARE a. 'NO EXCEPTION TAKEN" b. "FURNl&l-i UJITf-1 CORRECTIONS NOTED, RE5Ui3MITTAL 15 NOT REQUIRED." c. "REJECTED. RESUBMIT WITH MODIFICATIONS AS 5HOUJ-.I!' ct "REJECTED. RE5UBM:T SPECIFIED PRODUCT&!' 3. A SECOND 5U13M!TT AL REVIEW WILL BE PERFORMED WITH THE SAME CRITERIA AS [N liclll AND 11b11 ABOVE. 4. IF ANY PRCDUCTS ARE NOT APPROVED :N THE TU)'.) REVIEll/5, A 5Ll65EQUENT REVIEW WILL NOT OCCUR, if.IE 5PECIFIE'D PRODUCT& /THAT LISTED BY CATALOO NUMBER! SHALL 6E PROVIDED. "NO KNOUN EQUAL'' LIC.HTING FIXTURE PRICINGl61DDINCI NOTES A EACH FIXTURE IDENTIFIED A5 "NO KNOUN EQUAL" ON Ti-115 PROJECT Sf-lALL 13E !31P IN A "LINE ITEM" FORMAT. A PER UNIT MATERIAL COST SHALL 6E PROVIDED FOR EACH ''NO KNOU.N EQUAL" FIXTURE. T~I$ PRICE 51-lALL INCLUDE LAMPS A& Ii.ELL AS ALL OTHER REQU!RED MATERIALS REQUIRED FOR INSTALLATION. Tl-IE FIXTURE PRICE QUOTED WILL SE UTILIZED, PRIOR TO SHOP DRAWING APPROVAt, FOR "APDiNG" ANDiOR "DELETINc;" ANY QUANTITY OF THE FIXTURE. B. A UNIT COST 51-lALL flE SU6MITrED FOR EACl-l 'NO l<NOU.N EQUAL" FIXTURE. SU13MIT Tl-lE PRICING A& PART OF THE BID FORM ON A 51:PARATE 13 lfl" X II" 64EET A& FOLLOWS, FIXTURE TYPE A 6 C ~INE ITEM/PER llNIT COST I XXXXX/EACH I XXXXXIEACl-i I XXXXX/EACfJ C. FAILURE TO W6MIT A LINE ITEM FOR EACH FIXTURE WILL RESULT IN Tf-11: REJECTION, REl'Ll5AL, CR NON-ACCEPfANCE OF Tf-lE CONTRACTORS 61D. liGHT~NG FIXTURE SCHEDULE LUMINAIRE INFORMATION LAMP INFORMATION MISCELLANEOUS INFORMATION TYPE MANUFACTURER, CATALOG o WATTS MANUFACTURER, QUANTITY, FIXTURE GENERAL DESCRIPTION AND EQUAL PRODUCT INFO. VOLTS CATALOG o AND EQUAL LAMP GENERAL DESCRIPTION P~ILIPS (I) CDM l/2)<2)N/M 12ev PHILIP& (I) CDM 1r2JIPAR30/M/&F 120V HJD. YOKE MOUNTED TREE UPLlc;HT WITI-I NARROW FLOOD REFLECTOR COLOR A5 SPECIFIED BY LAND&CAl"e ARCHITECT. ED11, 1@0W. MH., 9500 LUMEN5, 8SCR! I-I.IP. e1AADe MOUNTED Tf'<EE UF'Lle1HT WITH RECTILINEAR LENS. FAR ~0, l""W M.H. SPOT, 83CRI, 3"@0K. 6e!@r2! HRS. >------+----------··--·-----t----;-----------------·--•-;f----------------------11 6-K LIC,HTINC, (--;:;\ "SE-62-CU&TOH COLOR·S·6·HP"le>• \::!_/ 12rZ> 110V PHILIPS (I) COM 1"1PAR3"/M/Sf' HJD. "'1'<ADE MOUNTED TREE UPL!c;HT WITl-l CLEAR LENS AND SPOT LAMP. ,----+----------------+---t---------·-~---------+-------------------- F'HIL!PS (1) CDM '"ONIM 120V 1-I!J:>. YOKE MOUNTED TREE UP L!C,I-IT W!TH 5FOT REFLECTOR COLOR A5 &F'ECIF!ED 6Y LAND5CAPE ARCHITECT. EPl1, 10e>UL M.J..I., 9Seig LUMiENS, 85CFc! --·---+---------·---------~----·"··--------+------+--------------1---------------------1! INCLUDED WITH ILLUMINATOR LINEAR OMITTING F!BER OPTIC LENGHTS A5 REQUIRED. LUMENYTE ® 'F>l30'2>'1J ILLUMINAiOR WITI-< COLOR WHEEL. '1..i=F FIBER OPrfC I - LANDSCAPE ARCHJTECTS A CAL.!FORN!A CORPORATION 3822 CAMPUS: ORM'.. SUITE 120 NEWPORT BEACH, CA 92660 UCENSE f 2314 (114) 755-0150 DATE BY DESCRIPTION REVISIONS APPROVED PUBLIC WORKS DIRECTORS DATE APP'D DESIGNED DRAWN CHECKED DATE WEATHERPROOF ILLLlMINATOR WITl-l 1&0UJ METAL HALLIDE. PROVIDE ALL PART& REQUIRED FOR COMPLETE \N&TALi-ATION. KONSOIRTUM 1 f789f Sl.'.'Y PJ.FiK CfRCi.E, SUfTE: '8" UM\'E;CALFORMA92714 {7U) 221-0432 Feaf7''4J 221-!J430 CONTACT, RAY SWARTZ JOB • 8306 -00-100 ELECTRICAL SPECIFICATIONS AND FIXTURE SCHEDULE AND GENERAL NOTES C-3124 4 3IS!:i BALBOA PENINSULA AND LIDO GATEWAY PARK CITY OF NEWPORT BEACH P-Blro3-S PUBLIC WORKS DEPARTMENT SHEET ELL or 22. I \VAil. 8" C.M.U. GROUTED (S?ro:U.. l'N:S?E SOUD C110N "'"'""") • O~C VERT. MAT 24 AT CTR. OF ·AU T-. (2)-i/4 CON 7 3/4" CO 1i4 AT 12 NCRc. AT CTR. "0/C VERT. Of \'IAl.1 WALL CAP NOT SHOI\N; SEE SHEET l7 ('!'IP) -vr,< "'-~v-rop CONT. V v V V t AT -48" 0 'C I/ ORIZ. (MAX.) v • • V ' ,....-N'tlON REINFORCED ;.. v HOT MOP-2 LA °lU!S V WATERPROOFING FOR V AU. BACKflLLED AREAS f/ {NP) V I/ I• I . V • "' f.G. V Tillil 1111' IIIITIT, I/ / . ' • rc AT 18" OfCo. ORIZ. (MAX. .'.5 ' V "' : z ' :, ., . ,r-(1 )-14 CONT. • :k .. "' ·~t F.O. .~JlU: .... ~ ~ '5 , "' ' ' • ' CONCRETE F'Xl11NG (J)-ill4 C ONT. .. :~: ~·--:~.: ·:.:~: r: ;_.: . .. f .... ~Ii •• 1~ Jj (' " 2'-3"' " ·, " 4'-0"' RETAINING If/All a• C.M.lJ. WALL GROUTED SOLID -----1,,1:\1 {SPEOAL INSPECTl~ RtWIRm) RETAINING WALL 1•-9"' .. ' NOT TO SCALE !lRAY,N BY DAU:: 04/29/98 REl'!SEO (1i-H4 CONT. -111 TOP N'l'lON REINFORCED HOT MOP-2 LA'\'ERS \\IATERPROOflNG FOR AU. BACKFILLED AREAS ~4 Ar 45• o{c AO!llZ. (MAl'. <L :5 z :ii • ., N - ' I I I I ~I ' "' \:, T b - ·x < "' • 0 ' :, I r JfA SECTION 1 • 0 ' "' ~ ' - WALL SOLID s• C.M.U. GRO'JTED (SPEOAL ~ SPEC'TION RECUl'RID) {14 AT 16 AT CTR. • otvc VERT. OF VALL . x !., < "' I • "' 0 ' "' , N ' - SCALE: 1/2"m1'-0 DRAWN BY DATE: 04/29/98 RE\,1SED ........ i., ,( I/ I"'-~)-fol CONT. I/ , OP !/ I/ V I/ / / / / / ~4 AT 48' O{C OR!L (MAx. / / ¼-/ I / "' / I/ '/ / / I/ NYLON REINFORCED HOT MOP-2 LAYERS V WA lERPROOflNG FOR I/ ONT-. ONCRETE • ~· (2)-£!4 C 7 3/4" C {J5 AT 16 AT CTR. • o'c VERT. • Of ALL . ~i CONCRETE FOOTING + Oil'. • F.G. ~, n,i!J[,,.,.;Jll . • . ~-... ~ ' .: ••' .. ~... . . • • .. ,i •,. ', 4,. •;4 "-· •;~ ::.: ,.·. •• .• <fl~,· ALL BACJ<flll.£1) AREAS \ \ rc AT rn· o)c:5 ORIZ. {MAK , ✓ ~ "' t ~-(1)-14 CONT. I "' • "' f.G. "' ~: .. ~•-:· • 'l, ~ "' '!.·" "' •• . I " . " -(3)-,.?4 C .. .... •. -·~ -.. ,,,: .. ' . • . 1-9 t - • "' I 1:-, ~ • 0 -' "' - • ~---' .. NOT TO SCALE DRAWN BY JTA SECTION 5 RETAINING lfJALL DATE: 04/29/98 REVISED \/Al.JO !INLY IFSlllNID INRID ,;~1--,~ :r Ir' ¢ ~f-fo\ CONT. .---OP r \'LON REJNF OT UOP-2 !., ~ATERPR ! AU. BA EAS "' " ., ::, ~ b I ii'/ AT 24" 0/C \IE.c..Rc..T. ___ -'\',J AT C'!R. OF WAL!. ••• z ,. (l)-1!4 CONT. ;, ' ;->j.-""'!i'iE=ITTrzEV "' "' U>.J I CONCRETE l' F~;::~ "'."l':'--';~"""1-----'----'1- 'ls FOOTING I -{3)-14 CONT~-~==~=!~::;:~~=~~--~, l!#tJt/111!!:lJ OR P/Ahl DONOR BLOCr.S SEE SHEET L7---.. (2)-n4 CONT. CONCRETE FOOTING - SCALE; 1/2"-1'-C ORAY,N BY JTA DATE: 04/29/95 RE\IISED 2'-4'" !.,- .I "' NO. 3 NOT TO SCALE DRAWN !lY JTA SECTION 6 RETAINING \'✓All DATE: 04/29/98 REVISED C-3155 ----------------------..,,,.-,-,-,.---------,---.~=---"":'f"'""'.:".'"-v-------------....., 11----1---1-------APPR~ ·••· = BALBOA PENINSULA AND JERRY TUCl<ER & ASSOCIATES, INC. CONSUL Tll\!G STRUCTURAL ENGINEERS TELEPHONE (714) 645-2422 FAX {714) 645-0526 .-11--)!;;;i,ts:;;-;;:;1GN=EN=G1r;"°"'crn,--1 LIDO GATEWAY PARKS / R.C.E. NO. 1911~ 'WALL D[_'TAILS DA'!E ;;--h, /3, ,.,,.r C. APP'D. DESIC-NEO DRAWN CITY OF NE\\IPORT BEACH P-5163-S ll----'----'------RE_\ll_s1-oN_s _____ ...,___+=CH=Ec""K""EDc---. -+cD-..,AlE=-18_M_AJ_R_19--i99 PUBLIC WORKS DEPARTMENT SHEET S1 or-22 OAiE BY OtSCRIPTION " ; z 1 l:: 0 0 C 0 :0 n n I\\ J:> 8 " C 0 " ~ < ~ ., < m 0 " ~ m I'.':) 7 ' ~ .:..... .. 7 B GJ ' ~ z n, ii! . 1-z , Jl r-· a a • i .,_ s if .• " ;j " DJ m i IT JJ " r: ,. s N\}~ t4 {'I I '