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HomeMy WebLinkAboutP_5160_SSH'EETS G-7 \ C-18 1-24 P-33 SHEETS G-6 G-11 ,:;l C-15 ~ 1-23 ' P-32 " i SKEETS G-5 G-10 ol C-14 1-22 P-31 l SHEETS G-4 ,G-9 I C-13 1-21 P-30 I SHEETS G-3 G-8 L C-12 ..,,~ l-20, ® """"""" P-29 SHEET INDEX VICINITY MAP ' ~ ,o &.C;.:..cs.:..;:. • "2 ""'"'-' .. "'ii 1:0. DATE REVISIONS Al'!'. DATE 1/20 Fl'RST CITY AtID t.R.W.D. SUB.'\ITTTAL 9/2 SECO!!ll CITY AND LRW!l SU31,':IHAL ·/£·. :tf//'f 9/24 TH'.110 CITY SU&\=ill "' ---~--/! ' 1! Nov9: A\ ' "?-1.'l',5 . h\ 12·30: AOOED SUBDRAINS: SEE SHT, G-3, G-4, G·5 ,1d //3')1/· " ----~-·-~ I I Ol'IAWN BY: D D 0 ' 20 EL CAPITAN DRIVE JPJRIEJI» AJRJEII)) JF(Q)JR~ cc (Q) A§ 1f L~]L cc({]) MM1IJNTI1rV ]E 1UTIJLII}) IEJR§ A II)) TIVTI§TI (Q) N O JF 1fIHI1E ITJR VTINJE C (Q) MJP ANY · l\llWH/PRC VICE PRESIDENT, LAND DEVELOPr11i;ENT: B!Ll GARTLA~D ' 550 NEWPORT CENTER D~IVE l\!EWPORT BEACH, CA. {714)-720-2000 1E JP 1~' LANDSCAPE ARCHITECTURE ERIKSSON• PETERS•THOMS ~ !214 E.m Crceri Street.P;;.1;\drn.i,C.illfor11i;91tob Trlephm:c {81B) 795-2001! (2!.l} 681-3408 FAX (818) 795"2547 'iii! 1746\ C.1lle Arroyo. Suiju~ri C;pi:.tqno, CA 92675 Trlq,bone (7H) 66 \.7117 FAX (7J;1) 248.2599 PROJECT PRINCIPAL: RICHARD H. VANDERWOOD. JR. PROJECT MANAGER: MATTHEW HALL STRUCTURAL ENGINEER: JOHN COil AND ASSOCIATES 1401 NORTH BUSH ST. SANTA ANA, CALIF. 92701 (714)-547-6378 GEOTECHNICAL SOILS ENGINEER: JOHN SAVERS AND ASSOCIATES 27071 CABOT ROAD SUlTE 132 LAGUNA Hl.LS, CA. 92653 (714)-582-2144 ' DATE: Al'l'ROVE!l BY CITY f.NGXEEl APPROVED BV: ~WPORT CIACH WATEfi: O:STR~ WATER FACIU11$ DATE: i O!'S!(M[) BY; JiIDNH OJ\TFr o•~-·DATE: • Cl!l,C!{EI) BY: DATE: DATE: DAYE: - Sheet Leaend Title Sheet Grading Tltle SheeVNotes Grading Plan Grading Plan Grading Plan Grading Plan Grading Plan Erosion Control Plan E;rosion Control Plan Erosion Control Plan Erosion Control Plan Layout and Construction Plan Layout and Construction Plan Latout and Construction Plan Layout and Construction Plan Construction Details Gazebo Details Traffic Control Gate Details Construction Specifications Construction Specifications Irrigation Plan Irrigation Plan Irrigation Plan 1 Irrigation Plan j Irrigation Plan Irrigation Notes/Legend Irrigation Details Irrigation Specifications Irrigation Specifications Planting Plan Planting Plan Planting Plan Planting Plan Planting Plan Planting Details t Planting Specificatjons ' r~rllE SH!EfEl' • T-1 G-2 G-3 G-4 G-5 G-6 G-7 G-8 G-9 G-10 G-11 C-12 C-13 C-14 ' C-15 C-16 C-17 C-17A C-i8 C-19 1-20 1-21 1-22 1-23 1-24 1-25 1-26 1-27 1-28 P-29 P-30 P-31 P-32 P-33 P-34 P,35 NEWPORT RIDGE DRIVE 'LOOP' NORTH USE PER:NlIT 3495 PLAN CHECK NO. 1332-93 LANDSCAPE Pffi!.W. IIW!:1IDI ir-i I SHEET OF 35 ' ~ "" ,,._ "' -" :n 'i ' I I 0 z C s: m m JJ r, l fl z Gl z r ~ OJ m JJ ~ "' --·---·~--·-- \.f) :::::: ;-4 -- - l"'J ~ (") o D ·] a ~3 ,~ ~ ~ ,_. "" ::·_< ~ ~ R c• n "' a :::t :rd 5;j il .,, ~ /_;) \..'\ 7J. I 01 -0) 0 I (./) 0 JJ >. -~ z Gl l ' -Jt+=sPf-\-. , -, c•~~n~ ; ~ ... .,,, 1'. r ~,,..,, ,.r: 1A~TO>i , lOs tv,..,ios , □I '""""' .... $MOl'l',.0hl ~o,;u,o" "'"" VICINITY N.T.S. 1 MAP / j N.T.S. BENCH MARK: T.B.M., CENTERUNE lNTERSECTION WELL MONUMENT FOR SPYGLASS HILL ROAD AT SAN JOAQUIN HILLS ROAD STA. 127+54.75 TOP OF BRASS CAP ELEV. 415.915 M.S.L UTILITY SO. CALIF. EDISON PACIFIC BELL TELEPHONE SO. CALIF. GAS CO. METROPOLITAN WATER DISTRICT IRVINE RANCH WATER DISTRICT UNDERGROUND SERVICE ALERT CllU. TOLL Rl.:E 1·800·422-4133 !!!fc::;: YIJU ll Ill BASIS OF BEARINGS: SEARINGS SHOV,:N HEREON ARE BASED UPON A CALCULATED LINE BETWEEN FOUND GPS MONUMENT NOS, 4595 AND 0370 BEING NORTH 37'36'41"' EAST: SAID. MONUMENTS BEING SHOWN ON RE CORO OF SURVEY NO. 91-1093 AS FILED IN SOOK 134, PAGES 28 -32 OF RECORD OF SURVEYS, RECORDS OF ORANGE COUNTY, CALIFORNIA. PHONE NO. (714) 859-5253 (714) 966-6216 (7!4) 634-3106 (714)250-6000 (714) 833-1223 1 (800)422-4133 ;';\ @~ ~[g~~@~U ~~[L~[F(Q)~[J\f]~~ SHEET G--2 G-3thru7 G-8thru 11 INDEX OF SHEETS DESCRIPTION Title Sheet Grading Plans Erosion Control Plans : ~ EL CAPli1f AN PARK EROSION CONTROL NOTES 1. All work sh.all bo in accordance with tho Grad!ng Coda of th:!! City of Newport Beach, tho n:icornmondntlon:, of the project aotl3 report and any special requirnmonts of the permit GENERAL ~ NEWPORT COAST i. All work sho!/ conform to Chapter 15 oi the Newport Beach Municipal Code (NBMC), the project soils report and speciol requirements cf the permit 2, Dust sho/i be cor1tro'.led by watering and/or dust pol!iotive. J, Scniiwy faci!it:'es sholl b1: mointoi~ed on the site during construction, 4, Work hours ere timited from 7:00 AM io 6:00 PM MONDAY through FfWAY; 8:00 AM !o 6:00 PM SATUfWAYS; and NO WORK on $UN0AYS and l-fOLiOMS per '.]~c\ion 10-28 of the NB.I.IC. 5, Noise, excavation, deliv¢ry and removal .,ho/! De ct:ntro1/&d per Section 10-28 cf the NBMC. 6. ihe stomped set of tile approved pions shall be on !he job site ot oil times, /_ Permitte~ end Controctor ore responsi~te for rocding cr1d protecting utilities. 8. .Approved drainage provisions ond protective measures mus! be 1wed to protect adjoining properties during ti:e qrading oper:1tion. 9. Cesspools ond s,e;ptic tonks sholJ be abandoned in cornp!ionce 111ith the Ur.iform Pl!;mbing Cade ond cpproved by the Building Officicl, t 10. Haul routes for import or:d export of materids srJC!! be approved by the City Traffic Engineer and procedures sholi conform lo with Chapter 15 of the NBMC. 11. Positive droinage shall be maintained owcy from oi! building end slope areas. i2. foi/ure to request inspections end/or have r.emovob)~ erosion co.'l(ro! devices or:-sit0 ot ~he appropriate limes shall result in the forfeiture of lhe consfrudion site cleanup deposit. 1J. Ail plo,tic drainage pipe shall cons1~;t of PVC er ABS p!ostic ond eilher ASHA 2751, ASTIJ 01527, ASHA DJCJ4 or ASrM 01785, . t4 MCI #lint, ~!i~le1, cemin!, soi!, 11101tJr or o!~fr inid~t stall be a!bwed tnr.ter streels, t~rbt, gu!lem or ,lorm dr;ms. An ,1utmH ud 1mti! shall be 1emmd flp:11 the !itt. mic 17.32,020 EROSION CONTROL 1. Temporary erosion con!ro! devices r::re requfrcd from Octnber 15 to Moy 15. 2. Erosion con!ro! devices sho!! be avoifabfe on-site from October 15 (o Maj 15 J. Between Odcber 15 and May 15, erosio:1 control. measures sho!i be in pJoce at the end of eacn working day whenever the five-day probability ol rn1n exceeds 30 percent. Dvring the remainder of the year, they shall be in piece at the end of the working day wheneYt:r the daily rainfc/1 prnbabi!ity e:.ceeds 50 percent 4. Landscaping plans sflcfl be submitted for approval, work completed arid o certifico!e of conformance rfJccived by the City Grnding Engineer prior to closure of permit, unless waived by the City Gr::iding Engineer. PR/VA TE ENGINEER'S NOTICE TO CONTRACTOfl THE EXISTENCE AND LOCATION Of ANY UNOERGROUND UTILITIES OR STRUCTURES SHOVlrl ON THESE PLANS ARE OBTAINED BY A SEARCII OF AVAILABLE RECORDS. TO THE BEST OE OUR ,rnowu:DGE THERE AF:E NO EXISTING UTIUT!ES ~XCEPT THOSE SHOWN ON THfS PLAN. THE CONlRAC!OR 1$ REQUIRED 10 !AKE All PRECAUTIONARY UEASURES TO PROTECT THE UTILITIES SMOWN. ANO ANY OTHER LINES OR STRUCTURES N01 SHOWN ON THESE PLANS. ·AND IS RESPONSH3LE F0i1 rH!: PROTECTION Of, ANi) ANY DAMAGE TO THOSE L!N(S OR STRUCTURES OWNER: 550 NEWPORT CENTER DRIVE P.O. BOX 1 NEWPORT BEACH, CA. 92658-8904 . (714) 720 -2379 CONTACT PERSON: GARY WEBER Consulting Engineers ONE JENNER STREET SUITE 200 IRVINE, CA. 92718 RICHARD A. MOORE, R.C.E. 23871 tJ /\RCADIA □ IRVlNE D PftLM SPRINGS D RANCHO CUCMJ:ONGA 0 CAMARILLO 0 SAN DIEGO NEffPOIRT IRKDGE CIT'( or NEWPORT BEACH -BUILDING DEPARTMENT GENERAL GRADING SPECIF/CATIONS 5. Temporary desi/tit19 basin.:,, when required, sho!/ be mstoi!ed and mrnntmned for the duralion of the pro]t:et. R[QU/R[D INSPECTIONS 1. A pre-grading meeting shall be scheduled 48 hours oricr to !he stori of grading with the fol!owl:,g people present owner, grading contractor, desig,1 i;ivi! engineer, soils engiiieer, qeologis!, City Gradi11g Engineer _or their representatives. Required fie!d inspection 11,i/l b1;. outlined m the meeting. 2. A pre-p1Jvin9 meeting shoii be scheduled 48 hours prior to start of the s:1b- 9rode ~rei:,orotion for the paving with !~e following people prese1,/: awrier, paving cor.!ractor, design civi'! engineer, soils engir;eer, g-eologisi. c:ty G.~cding Engineer or tr.eir rep1esentotives. GRADING FILLS/CUTS L Graded siopes shoii be no dfepcr !hon 2 .'1orizcnlo/ lo l ~ulicu!. 2. Fi// sropes shall be compacted to !'!O less tMr·1 90 perce1t relative compoction out to the finished s<.rfoce. 1 .3. AJ! fi!is shoi/ be compccted to o r<1inirrum of 90 pacent re!otive <:ompoction cs determined by ASTM (est method 1557, and approved b;l the soils engint>e-. Compcction tests sho!! be performed npproxir.iateiy every two feel in vert:ccJ heigh! and cf sw!ficien! quarztit; to oHest tc, the nvera!/ corr:pcdion effort cpplied lo the fill oreas. 4. Areas to receive fill s.'mJI be cleared of oJJ vegelction and debris, scarified and approved by the soils er,gineer pflor to piecing o( lhe, fill 5. fills shell be keyed or benched into ccrnpeier,l rno!eriol. 6. Al! existing f1IJs sho/1 i>e approved by the soils er.gineer er removed before or.y odditio11a/ fill:; ore added, 7. Any exit.ting irrigation lines ar.d cisterns shal! be remoYcd, crushed in pJoce end backfilled, and approved by the soiis engineer, 8. The engineering geologist and soils cn<Jineer sho1i, after cleoring ond prior to the placement of liils in tanyons, inspect each canyon for oreos of adverse stability ond determine the presence of, or possibility of luture accumwlafam of, subsurface water or spring flow, If needed, drains wifl be desi9ned ond constructed pn'or to ihe plocerne:nt of fW in each respective conyon. 9, The exact loco!icm of !he subdroins sha!J be $urveyed in the fie1d for line ond grade. IO All !rerich bockiills shell be compacted throughout to a minimum of SO percent 1eiativc compaction, ond APPROVrD BY nit SOILS-ENC/NEER. The Bui!olng Department may requir~ coring of concre:e fJatwork placed over untested backfii/s to facilitate testing. 11. The sfockpffing of excess material sholl be opprnved by the City Grading Engineer. (818) 447-44-94 (714) 727-7099 (619) 320-422.0 (714} 989-B983 (805) J8S-2J44 (619) 673-5$05 L A N D S C A P E ARCHITECTURE ERIKSSON •PETERS• THOMS ,_ 13[4 E11~1 GrfCtl Stred, P!!~!!dene. c~!lfornw. il!!Oe Tdeph,m, (!!lll)795 "ZQ08 (21:l)681·~3.f.06 f'AX (616)795-2547 O 2'14111 Call~ Arroyo, San Juan CepistrenoJ, CA 92675 Telephoric (7l4)661·-71?,7 FAX (7Hl2-HI 2:i\Hl 12. Landscaping of al/ slopes shaJ/ be in occordar.ce wiih Chapter 15 of th◊ NSi../C. 1J All c1.1t slopes shall be investigated both during ·and ofter grading by on engineering geologist to deterrr1i;ie if oriy stability problem exists. Should excavation disc!ose any geologic hazcrds or or.y pctenlial geoiogic hazards, the engineering geologist she!/ recorr:mend and submit necessary treatment to the City Grading Engineer for approval. 14. Where suppo,1 er buttressing of cut or notural slopes. is determined by tr.e engineering geologist and soils engineer, the soils engineer will obtain appro¥al Qf design, location and calculations from the City Gmdin1 fngineer prior to construction. 15. The engineering geologist and soils engineer shall inspect ond test the construction of all bu!tress fWs end attest to the stability o( the slope ond odjocen! structures upan comp!etion. 15, When cut pods ore brcughl to near grad1.; the engineering geologist she!/ determine if the bedrock is extensively froc!ured or faulted and wi!I reodily trons'l'lil woter, if CMSidercd necessary by tr,e engineering gec/09ist acid soiis erig:neer, c ;:;r.;mpocted f/1! blanket will b<! ~!cced. 1 l. The engineering geologist shcl! periorrr: periodic inspections during grnC:ing. 18. Notification of Noncompiicnce: !F, in the col.irit of fuifi:!ing their responsibility, the civil eng!nee~, the soils engineer, the engineering geolo9ist or the testing agency finds thd work is no! being done in conformonce wi!h the approved g~cding p!ons, the discrepancies shall t\e reported immediotely in writing to the persol' ln ct",crge of the groding work and (o the City Grnding EngineeL Recommendations for correc1ive rneasufes, it ne~est.:iry, sha:/ be submitted to the City Grading £n9lneer for oppro~ol. DOCUMENTATION 1. An cs-built grading pion sho/1 be p1epored by the civil engineer including original .grou.'ld surface eJevotiorrs, LlS-graded ground surfoce_ e/evotions, let drnina9e patterns ond /oco!ions-, end e/evction:; of o/1 surfoce and sub- SiJrfoce droinoge foci!i!iez. He shall provide written cpprova/ that the wor~ wos done in accordance with the final approved grading plan and stute the r,umber cf yards of cut ond/or fill rr:o,,,ed dwr:'r19 the opero!icn. 2 A soi'/$ 9rcdiri9 report prepared by the soils engineer, induding !ocotio11s arrd ele11atiar.s of fitld density tests, summaries of fie!d and laboratory 2, Temporary erosfon conttot ptar.s are required from Oc1ober 15 to May 15. 3. Between October i 5 and May 15, erosion control meas urns shall be !n place .nt the end of each working day whenovor the flve-Oay probabmty of rain exceeds 30%, During the remainder or tho year, they sha!l bu in place at ths end ol the worklng day whenever the daily rainfalf probability ax.coeds 50%. 4. A stand-by crew for emergency work shafl be evaHable at au times: during the rainy season. Necessary materials shall be on site and stockpiled o.t convenient locations to facilitate rap!d construction ot temporary devices when rain is Imminent. , 5. Dov!cas. shall not be moved of modified wlthout approval of the Building Department 6. All desiltirig baslns shall be c!eared of snt, as needed, to provide tho necessary vo!umetrlo capaci~". and standing water, turblc:Mrea of silt, shat! be pumped out of the basins to assist in keeping the volumetric capacity and ·assisting In silt removaL 7. Atl s!opas e.t the tract perimeter shall drain away from tho top of slope nt tha conc!us!on of each working day, 8. A guard wit! ba posted and/or an onclosuro eslabfished whenover tho depth of water ln any device exceeds two feat. 9. P)acamer,t of devices to reduce erosion damaga withln the tract is le!t to th9 discretion cl the englneer. These devices, If any, must.show on the plan because their presence wili affect the required capacity of trla basin. 10, Out1ot conditions are not to exceed downstream !Imitations, with the excsp~on or overflow which is 10 provide capoci1y of i.50. "· 12. 13 .• 2 lf eroslon ccn!rof problems occur the devefopet $ha.ti correct the condition immediately prior to receiving e. correction notice from tha Cify Grading Engineer, but if a notice !s issued and the erosion problem Is not corrected tho debris deposit shall be fori'e:ted and all constructlqn work shaa bo stopped until tha problem is corrected and a new deposit ls received by the Cit,. Tha de'o'eloper Md tho ct✓.! eng!near shall re--A!!W and coordlnklta changes !r: the erosion control ststem as the topcgraphy.dlctatos during thG grading phase-. Tha u11de1sig:w.l civil engineer wll! superv!sa erosion control work and verify I.hat the work is ln accordance wiih the approved plans. CotlSTRUCT!ON NOTES; CONS!RUC! CONCRm PIPE SLOPE !!CilORS FER NEWPORT BEACH sro. !IU OH SHEET G-r CONSTRUCT PIPE, SCHEDULE 40. 3 CONSTRUCT COMB!NATlON PCC/DECOMPOSED GRANITE PAVING. REFER TO LANDSCAPE Pll.NS fOR DETAILS. 4 5 6 7 CONSTRUCT DECOMPOSED GRANlTE PAVING. REFER TO LANDSCAPE PIANS FOR DETAILS. SAWCUT EXISTING TERRACE DRAIN. CONSTRUCT PCC CAP PER O£rnIL A ON SHEET G-4. PROTECT HJ PLACE. REMOVE EXISTING TERRACE DRAIN. B REMOVE EXISTING DESILT!NG BASm AND RlSlR. CONNECT NEW PIPES 10 EXISTING 24" RCP .• resu:ts and other substantiated doto and comments on any c,'wnges made dunng grcd1ng end their, effect on the recommendations made in the sails el'lgineering inves!:go!ion report He shall provide-wri!len opprovar os to the adequacy of 9 CONNECT NEW PIPE TO EXISTING V-GUTTER. the site for the intended use end completion of work in occordc.mce wilh the NBMC. J. A geologic grading report prepared by ihe engineering geologist, including o fii'!ol description of the geology of the site, including any new /,;formation disdosed th,fing the grading and tnc effect of some on recomme11dations incorporoled in the approved grading pion. He sho/1 provide writ!en approval os to the adequacy of the site fer the intended use os effected by geologic fodors. -<>- 0 ,o., CJ 0 E--- fi... CONTRACTOR NOTE: CONTRACTOR !S RESPONSIBLE FOR RAISING ALL EXISTING UTILITY BOXES TO F!NlSH GRADE. SYMBOL LEGEND POWER POLE MANHOLE FIRE HYDRANT METER BOX ' VALVE -t- POWER POLE ANCHOR -·-s-- MONUMENT --W-- -x--x-FENCE --G-- j I j ! ) \ I BLOCK WALL --E-- [P TREE -TElc- o'-/.'O SHRUBBERY 1/~ -TV- c£ ,~, ,1/t ASPHALT PAVEMENT -SP- 1-:=r:::::¢1::::1 BRiCK WALL ):t CONCRETE BUILDING JO REMOVE EXISTING 18" RCP. PLUG EXPOSED mo WITH BRICK AND MORTAR. ABANDON rn PLACE. CONNECT NEW PIPES TO EXISTING JUNCTION S1RUCTl!Rt. ll ~YE ~~TING APRON, RISER AND APPURT£N/,NCES.~'ES1fl'\ 0 +JHSTHIG -IB'' RGI': " • _,.,l L!__':,, __..,-------------______.,.___--. • 12 REMOVE EXISTING OESllTlNG BASIN. PLUG EXPOSED END Of 18" RCP WITH BRICK AND MORTAR. ABANDON IN PLACE. 13 PROVIDE ANO PLACE SANDBAGS PER O.C.E.M.A. STD 1318. 11 .15 JJIN EXISTING !ERRICE DRIIH. CONSTRUCT Trn!AC! DRIIN Pm Dm!L ! Ci SHEET G-1 CONSTRUCT OO!lE i!LE! m DETIIL A ON SHEEl G·B 16 C-ONSTAUCT \EMPORARY DRAINAGE INLET PER DETAIL A ON SHEET G-11. J;_ARTHWORK QUANTITIES CUT: 8,000 C. Y. FILL: 8,000 C. Y. The earthwork quantities shown are for permit purposes on!y, The contractor sb.atl veri~' quanHties prior to constructio" EXISTING CONSTRUCTION NEW CONSTRUCTION CENTERLINE SEWER LINE SITE ADDRESS: 20 El CAPITAN DRIVE WATER UNE GAS LINE· Pl~ECISE GRADING PLANS POWERllNE TELEPHONE LiNE EL CAPITAN PARK NEWPORT RIDGE CABLEVISION LINE SPRINKLER SYSTEM . CITY OF NEWPORT BEACH STREET LIGHT SHT.G-20F 35 1 • ' ,·: ,, ,- 6 ~ c::. C s [D rn ::0 0 ::0 l> "> ,, z G1 z C ;_;: !Il m :u ~~-----J ? 1-~~--~, z ~ G C " g •;; :?. 8 i1 ;:c '-:, ;i~ ~ .-. ;;:> 0 f z ~ ,;; -u I (J1 0) 0 I en 0 ::0 ~ <'. z G) (p ROV//D OFF TVPCFoERM ~"':) "'····-C\J' \ -\_ \'· -.. ~, 4' BERM DETAIL N.T.S. "" = C!e!it'!:1'C:llc::ic:!!1£::.1C~CC~IC:l / I I I I z I lmt I • I I G" 1t;-; ;tD I I ' ' 1 I I I I I I , I I. I I I /;?" /5 &,8 C.3 ~-s: .. ____ E;') ~------ ~ ---\r ----, & .,, -'G ----,.,_ .. ·-·-··· :::----::::::· ~ --·--.. /! !! I I ,/ \ II 'I ·r !"--/---SLOPE 5MAX I ' ' ' I I I C ,, PIPE __/ ,_ CAST IRON GRATE A 2012 (TRAFFIC) II W/FRAME (ALHAMBRA FOUNDRY) UNLESS OTHERWISE SHO OR APPROVED EQUAL 'G" 5" (PLAN) 2· II A" INVERT {Pm PLAN} CASE "Bu INLET NT.S. . ' 0PT!0Ml PIPE A Q11trnruruor1 ri!ITtu. '@ -----,_ ® @) COiS!RUC! CO!CP.E!E PIPE SLOPE liCHORS m IEWPOP.! !EICH SID. 314-L O! SHEET G-1 CONSTRUCT PVC PIPE, SCH_EOULE 40. PER PIPE LEGEND BELOW. CONSTRUCT COMBlNAT!ON PCC/OECOMPDSED GR/\NITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS, CONSTRUCT DECOMPOSED Gllllrl!TE PAVING. REFER TO LANDSCAPE PLANS fOR D!l,\IlS, SAWCUT EXISTING TERRACE DR/\[N. CONSTRUCT PCC CAP PER DETAIL A ON SHEET G-4, PROTECT {N PLACE. REMOVE EXISTING TERR/ICE DRAW. REMOVE EXISTING DESll TING BASIN AND RISER. CONNECT NEW Pl?ES TO EXISTING 24" RCP. tON.NECT NEW PIPE TO EXISTING \1-GUHER. REMOVE EXISTING !8" RCP. PLUG EXPOSED END WlTH BRICK AND MORTAR. ABANDON JN PLACE. CONNECT NEW PIPES TO EXISTING JUNCTION STRUCTURE. -~JN!i._APRON, _RISER ANO APPURTENANCES. Ace!IIH£f--llf\/--P!PES .,T0 \.£~!~IN~~~~~-~-~-:. ____ .-_____ -.. •• , '·· REMOVE EXISTING DES IL TING BASIN. PLUG EXPOSED END OF i8" RCP WITH BRICK AND MORTAR I FILL [IP! mm i!ID/C1UEN! smn OR m10VE coummr PROVIDE AND PLACE SANDBAGS PER 0,C.E.M.A. STD 1328. BB .,._____J Consulting Engineers 0 ARCADiA (818) 447-J,494 C IR\.iNE (714) 727-7099 ONE JENNER STREET SU!TE 200 lRViNl. CA. 927'18 RiCHARD A. MOORE, R.C.E. 23971 DATE 0 PAW SPRINGS (619) 320-4220 0 Rt,NCHO CUCAMONGA (714) 989--8983 0 CAMARILLO (805) 388-2344 0 SAN DIEGO (619) 67.3~5505 NO::ITH SCALE: 1":20' LAND.SC APE ARCHITECTURE ERIKSSON• PETERS •THOMS 'fl 1214 E,m Grrrn Stm-1. P~ia,kna, Cal,fomii 9!101> T,.-l,q;,h1-nr (81H) nJ-2008 (2!3) 68!•340::i FAX (l!IR) 795-1'.>47 'ii[ 27461 Clllt Auoyo, Sanj1m1 C~pim~no. CA 9207~ Tt'kphont (714) 661-1127 rAX. (714) 248-2599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE ' NEWPORT BEACH. CALIFORNIA 92660 GRADING PLAN 1i1M~ Iii!\\.'~-111~1r~111·'~ .111~~11~1~'/jj. ~~~~~~~ !<,hNo. 92-511 Pr.iwr; ··~----- Ch~rlt,i lJat< Sl:~r! G-3 Of 35 Sh,·rt1 ·;2 ---~·--··" -·---.. ~-·---1 ~ I 0 ;JJ ~ z G) d: s ~ I z C s OJ m ::0 on ~ cl ~ 5c-----~ " (: 'ii 0 2 ' -0 I ()1 -0) 0 I (/) >L-------' 0 :0 ~ 7 GJ SECTION A y/,;;/,-: :,,,,,7/. g NATIVE MATERIAL -~F.=IL~TE=P, ___ -o i7 f:lOT/1 31.t,''GPAVE!. 4-"P£Rr PVC 4 SUBO.'?A IN NTS • SCALE 1":20' PIN!Slfff} CiROlJN/J I ! I I/ St>' St:£ EA&E:/v!E'NT 1/ I I T L MATCHLINE SEE SHEET G -5 I / / ; ; ' / ! ! I I I lT I ' \ ' \ \ ·' ,>< ~ ' .. l\l / / I \ . \ ' ' / \ \.j I-.j '2i\ \ \ ' \ \ \ \ ,/ \ / z% \ ~ \ I I I \ 4-) I I I Jt--- "1" ll " I I \ I I I I I / / ' ' ' / / I i II I I ti ' ' I I ' \/ •• /': ,· ' ' ~ ' ~1 (\j I ' ' I ! i I I •' T ' / / // / ,/ I i I \ \ \ .. -·"'' , •• / I I I ' I ' i I l l ! \ I ' \ \ I I I i I \ \ ' I ("" i I i \ i I I \ i \ I / 'O ~ / / Consulting NOTES CtJN5rRllCT Pee CAP RclNFORCE'O W/o"xc,,• tt>-t;At.lt;£ w.w l'.1, CiJNCR£rt! SHAtl ;./AV€ MIN, Ul77MATE COMPRl:6,!!VE SllE'eli/<[iTII At ea DAY:S OF esoc, P:J./, P.C.C. CAP N.T.S. l Ccm:nte ~I tlaA e ~~ • ~ ~Q«=.¼ II~ Ci Ui 'Aqa cf 2&l0 ii. ii i ~hi r.iciy bi lj}Ht::lM!f'~I)' 1;1!12ctJd ,::'jd fllell ~ tc S.etloo 2G2.I of W !.klifCffll lhi!kl~ Cod.a. i. Gmmd t:'11111 N prn~wtte,d f>l th msfactk:n o'f fflt !)~I,~ OUiciol er E~••r p+!'kir hi p!de&IMflt tlf ~Ci®te. ~ IOU fflotd(fflt ffiW! he, i.tHd '1Mfl n,q,.rirnd br tftot 6!ll!d0ng Of')ti-.11 O(" ~iflHr. 4. ~-M COfot>'O'll!li ~ ~ tll(t~) 11i1$il ft iM: COAtlttK'l•.Ht l<iml ~ ~r1• ;~Mli><Jte4 411 wr11ce ~n. $w 11m tllt' kln'l>lffl 1l!ftll ,;i<11€ltt. • TERRACE DRAIN N.T.S. tOraHm!ffiOrl tlOIES:; Q) CD 0 0 ® © G) ® @ @ ® <fil ® @) (0 CO!STRUCI COiCREH PIPE !tOIE l!CHORS PER iEIIPOHT !EICHTO. ·311-L Oi SMEEf G-1 CONSTRUCT ?Ve PIPE, SCHEmE 40 PER PIPE LEGE!D mow CONSTRUCT COMBINATION PCC/DECOMPOSEO GRANITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DECOMPOSED GRANITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. SAWCUT EXISTING TERP.ACE DRAIN. CONSTRUCT PCC CAP PER DETAIL A DN SHEET G-4. PROTECT IN PLACL REMOVE EXlSl!NG TERRACE ORAJN. REMOVE EXlSTJNG OESIL TING BASIN AND RISER, CONNECT NE.I PIPES TO EXISTING 24" RCP. CONNECT NEW PIPE TO EXISTING V-GUHER. REMOVE EXISTING 18" RCP. PlUG EXPOSED END WITH BRICK AND MORTAR. ABANDON IN PLACE. CONNECT NEW P!PES'TO EXISTING JUNCTION STRUCTURE. REMOVE EX!ST!NG APRON, RISER AND APPURTENANCES. CONNECT NEW PIPES TO EX!STlNG 16" RCP _ REMOVE EXISTING DESILTJNG BASIN. PLUG EXPOSED mo Of 18" RGP WITH BRICK ANO MORTAR I Fill PIPE mm SIHO/CEUEKf SLURRY CR !WOVE counmn PROVIDE AND PLACE SANDBAGS PER O.C.E.M.A. STD 1328. JOII !IISTIIG TERRACE DRIii. COIST!UCI IE!RICE 1;111 IE! DEIAIL ! 01 SH!H G-1 'CCiS!fiUCI !OUE INLE! PER DETAIL I Oi SHEET G-8. CCNS!RUCI S'COHC. l-Dl!CH Pm DETl!L I Oi SHEET G-6. PIPE LEGEND: [B: PIPE 10. PIPE sm Engineers 0 ARCAt::IA tJ iRV:Nf. ONE JENNER STREET SUITE 200 IRV!NE'. :cA. 92718 0 PALM SPRINGS (818} 441-4454 (i14) 727-7099 (619) 320-4220 (714) 9S9-89B.3 (805) 388-2344 (6i 9) 673-5505 R!CHARD A. 1,,!00RE, R.C.£. 23971 DATE 0 RANCHO CUCA~ONGA 0 CAMARILLO [J SAN DIEGO NORTH SCALE: 1":20' ]El]P lf1 li=== 1 ~ I LANDSCAPE ARCHITEC'fURE ERIKSSON• PETERS• THOMS a' 1214 fast Gm.·ri Sntrt, 1'1~~<:,11~. c~11forn1~ 91106 Tdtphnn~ (fllR) 7'6·2008 {21.1) 681,3408 FAX (B!8) 7'>5-2547 'fl 2746! C:~11: A.mJr,'O. S~11Ju~n Captm.rn<'. CA 'i2f,7S Tl:'kphont (714) 66 l-7127 E\X (714) 2~8-25'J9 PREPARED !'OR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CAUFORNIA GRADING PLAN f"\, No 92-511 l)uwn ------ lhtr ""' G-4 Of 3 5 92660 " ~ !i z C ~ ill m ]J ,...._ ____ ~ 'tl __ , .... -~~--•• .. •-•• t; z 0 JJ > ~ z 0 ;,: :fi z L } s § s: rn rn :0 I r .m • -u I 01 .0) 0 I (/) 0 :n .. ~ z G1 * O/e4IN liNEf.3 f3HALL HAVE A M/f/, GR'AOl/'31\/T OF e1',. DETAIL A N.T.S. '-, ---'· ___ , SECTION A o/4ll(3J':'AVEL - W/1:'lPFEO IN MIRAFI CLOTH 41! PE,~F, P!?e UNDG'?LAI M t:>Y £::II GRAVEL '-.. ----·---· SCALE 1":20" 00% COM/o/iCTED SOIL C,1P. /c.'11 TO 1c:511 , 1/, '-,,<:...:.! __L ,,f---j---/.e/ MIN, il<"Dl':A!N LINES .f!MOULO MAVE A Mtlf. GRAO!eNT OF c:Y. DETAIL B N.T.S. I I I , I I I I I I I I I I T l I IC!'ili=ai:=mle~==t::!i i I I I ! ! I ...J IJ.! I /, I I I I A I I I (.p . . ... II '.. : • ' .• . . . • .. '•. ·, J_ == . ' ' . ' ' • ,=,== -· !;l l00 I I MATCHLINE SEE SHEET G -6 I I .' I i l : I' /' I I I 1/ i a -l.. i 1 ~ \ , I I I I I I I !::I CICJIC2 ' ' \ 6:/ ~ MATCHLINE SEE SHEET G-4 / / ..l~ _, :0 ;:_ \.) \ ··'., ' ~~: ~1 ' ~ ' ;1 , 't\ \ I \ ,., ' \ " \ \ ,~ ,,., ' ' \ \ / / I \ \ :~r==~ I e I \ I I I I B G-3 * BE~NG SHALL £f REQUIREO WMIEN NATURAL $LOPES Al'!'£ EQUAL ft! CR EXCEED 5:1 Off 11\l'HEN RECOMMENOE:0 8Y Tr£ SOILS fNGtl'ifER. _-,;; .GRAM fOO SHIE:EY !<1.0W IA ~!OE' !PA'IEO DRAIN. Wffff"l'fM P£RMISSIQN MUS e£ OOTJltNEO f'O!l u,rr GRt..01 Ol'i AO.JACOff PROPERTY. ~+--tO't.ilN.!l'CEYWAY INCLIN'u,·z fl,~ iN'tO St.Cr'£} BENCHED FILL OVER NATURAL,.. I -;~'MIN. OR STA81LITY f:QUIVALEHT PEi't son.s Ei'fGlNfTR ilECOMAAENC.ATION(KEYWfi!Y INCLINED 2%, 1NTO 'SLOPE) 'cur 9..0PE TO e:r CONSTR:.icrrn !"filOO 'fO l't.ACl::MENT OF fH .. L BENCHED Fl~-~~VER CUT® CO!lSTRUCT!ON llOTES; CD CD 0 CI) 0 ® G) @ ® @ @ (§:) ® CONSTRUCT CONCRETE PIPE SLOPE ANCHORS Pm NrnPDI! BEACH SID. 311-l Oi SHEET G-1 CONSTRUCT m Pl?E, SCHEDULE 40.HR PIPE Lrnm mow. CONSTRUCT COMBINATION PCC/OECOMPOSED GRANiiE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DECOMi'GSED GRANITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. SAWCUT EXlSTlNG TERR~CE ORA!N. CONSTRUCT PCC CAP PER DETAIL A ON SHE[T G•4. PROTECT IN PLACE. REMOVE EXISTING TERRACE DRAIN. REMOVE EXISTING DES!lT!NG BP.SIN AND RISER. CONNECT NEW PIPES TO EXISTING z4•r RCP. CONNECT NEW PIPE TO EXlSTlNG V,CUTTER. REMOVE EX!STING 18" RCP. PLUG EXPOSED ENO W!Tli ORICK ANO MORTAR. ABANDON IN PLACE. CONNECT NEW PIPES TO EXISTING JUNCTION STRUCTURE. REMOVE EXISilNG APRON, RISER AND APPURTHlANCES. CONIIECT NEW PlPES TO EXlSTWG 18" RCP. REMOVE EXISTING OES!LT!NG BASIN. PLUG EXPOSED mo Of 18" RCP WITH BRICK AND MORTAR I fill PIPE WITH Sl!O 1crnm SlURAY 0.\ REMOVE coummr. PROVIDE ARD PLACE SANDBAGS PER 0.C.E,M.A, STD 1320. CONST!UCT OOUE iiLEI PER DETAIL A ON SHEET G•i, CONSTRUCT 3' CONC, V-OITCH PER OH!ll i ON smr G-1. PIPE LEGEND: DI] . IT] PIPE NO. PIPE SIZE A~IL Consulting Engineers 0 ARCAPiA (818) 447-4494 Cl !RVINl (714) 727-7099 ONE JENNER STREET SUITE 2or,~· IR'v1NE. CA. 92718 RICHARD A. MOORE, R,C£ 23971 0 PALM SPfi11NGS {619) 320-4220 0 RANCHO CUCAMONGA {714) 9B9-8983 0 CAMARILLO {805} 388-2344 0 SAN DIEGO (519) 57J-5505 NORTH SCALE: T:20' JE IPT LANDSCAPE ARCHITECTURE ERIKSSON •·PETERS• THOMS ii i,::1~ 1:,.,, (; r,·,·n '-1 '""', I' "•'1J..11.1. 1. ·.dd"""·' 'JI I'll, klq,hnH<' (HI 11) /•JS.:'IIIIK (-'1 Si /1X L."\4111! t'/\X PW-ll i'Vi-2~-17 ·wi• ~/-\hit .dl,·A1rnn,.\.11,J<> . .r,<',111,\r,,r,.,.( l','l'.1,h kl,·plm,w (71-.!.') r,h!• 71?.7 [AX ("11~) 2..Jk,2~'111 PREPARED FOR: COASTAL COMMUNll'Y BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA Oi GRADING PLAN i l.,te 92660 ---···-· .. ····· 35 f I I z C :;: III rn ::0 ;,r-----~ J·, z I.I\ 7J I (JI 0) 0 I en 0 JJ ~ z GJ -L C ~ OJ m :D "' r. I I ____ j I I • I ..J !JJ MATCHLINE SEE SHEET G-7 \ \ \ ;:,,cc e :f,~ , ... ~ 'j' -l. '~ t:":St=llw:= _L i f I ~ \ ' ' , \ \ \ ' ' "'" ...,_ ... . • . ---"·" ' ' ' \ \ I I B ..! T TIEi?lflACE RIDGE c-· 2 114 REBAR CONTil\'UOUS TYPICAL ~-~1•11:'' • • 7I! 3'-0" CONC. V-DITCH NTS C) CONSTRUCT I OfU!QTf..~ CD ® 0 0 © © 0 ® Ci> @J @ @ @ @ (ii') ,.._,/ CO!STRUCI CONCRETE PIPE SLOPE ANCHORS HR NEWPORT £EICH SID. 31H OH SHEET G,1 CONSTRUCT PVC PIPE Pm ll?E, srnrnm 40, Pm PiH lEGE!D mow CONSTRUCT COMBINATION PCC/DECOMPOS[D GRANITE PAV!HG, REFER TO LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DECOMPOSED GRANITE PA'IING. REFER TO LANDSCAPE PLANS FOR DETAILS. SAWCUT EXISTING TERR1\CE ORAHI. CONSTRUCT PCC CAP PER OETA!L A ON SHUT G-4. PROTECT IN PLACL REMOVE EXISTING TERRACE DRAIN . REMOVE EX!STiNG OES!ll!NG BASIN Arm RISER. CONNECT NEW PIPES TO EXISTING 24~ RCP. CONNECT NEW PIPE TO EXISTING V·GUTTER. REMOVE EXISTING 18" RCP, PLUG EXPOSED mo WITH BRICK (\ND MORTf,R. ABANDON IN PL~Cf. CONNlCT NEW PIPES TO EXISTING JUNCTION STRUC1URE. REMOVE EXISTING APRON, RISER AND APPURTENANCES. CONNECT NEW PIPES TO EXISTING !8" RCP. REMOVE EXISTHIG DES!LT!NG BASIN. PLUG EXPOSED END Of 18" RCP WlTH BRICK AND MORTAR I Fill wirn CEUEU/SlURRI OR REUOVE coummr. PROVIDE AND PLACE SANDBAGS PER 0,C.E.M.A. STO 1328. CONSTRUCT OOiE INlE! m DET!ll I OH mm G-8. COiSfRUCI rco1c. i-OITCH PER CE!All A ON SKEET G-5. PIPE LEGE!O· PIPE NO. ?IH SllE A~IL Consulting Engineers 0 ARCADIA [J IRVIN[ (618) 447-;,4494 (714) 727.; 709!:I (619) 320~4220 (714) 989..:.:8983 (&OS) 388-2344 (619) 573 -5505 ONE JENl\iER. STREET S(HE 700 IRViN:::, CA. 92716 RICHARD A. MOORE, R.C.L 23971 L DA iE [J PALM SPR!"JCS 0 RM,ChO CUCA~ONGA 0 CAMARILLC 0 Sl'.N IJIEGO NORTH SCALE: 1"'=20' LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS iq, 1214 E.<>t ltr,·,·n c'>m·c:, b,~dc,u, i'..,l,f~""'·' 'Ji 106 frlq,Jm,w (81H) 'i<J'1-?fl{)h (.:IJ/ f,H\-.140,< FAX (~ HI) 795-2~-I 7 ';i 2741, 1 CJ!k ,\rwyn, ~,Jr, JuJn C,p..rr;;""· t './\ 92/i 7:', T('l,•pb,mc (114) on 1. 712} !':\½ (7!4)24tl-2S'f9 PREPARED FOR: . ', . COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH. CAUFORNlA GRADING PLAN lc,i, N", 92-511 - D;H~ ., Of 35 92660 ' --~-- ·t g 'l a " ,; ' ~ ' TI ,; 7. I 0 C 0 ~ 0 0 u -~ TI "' ., 0 J] 1' ~ 7 ~ 0 z L, C :,;: m m 1J 7J i (J1 -0) 0 I (J) 0 :0 ~ '. <~ z G'.l z C $ m rn :.:u 0 _JJ .~ < z G) I I I ' IJ I! \ ' I I T _L \J ' I I t l /. J I I I I I I I I f 1 I I r ... , . I I I I I i I ., . .,, •. I , .,1· ,·· . i I j I I I I . I I j • " I i I B . I / / zoo' MAX. "I----'='--'=-~---~, J {SEE NOTE 002) t . i DIRECTION OF STREEr FLOW ' ~ -SANOBAGS(rYP.) ' I / W:af, o/s ROAOOED VVIOTH : I ' ' : ! +-~+< ' ' ' PLAN w i x7 20 '<~o· ' s· 1 31·. 40' 7' I 41 .50· 9· ! 51'• 60' 105'7 61 ~ 10· 1 !2 l ~OTES: J,_r _3 TYPICAL SECTION c2 SAGS illN.?=?SANOSAGS(TYP) f s:s:::s?=C2 TYPICAL ELEVATION L Gravel bag:i:: g;:e enc.::>u:-&git~ i:ntet· the <.lse of sar.dhags and m£y be re:quir~d 1n areas vhi~h as~ particola~ly sensitive to sediment cleposicion. 2. Require~nts fo~ and spacing of v~loc1ty reducer~ f~r 5t~eets uith grad~5 of les~ ~han '% shall be as ehovn. on the appr~v~d Erosion Control Plan, 3, !his star.dar'd detail shall be usit.d as sho\.1t'I on the 11pp-c-oved E:r-as1on Contt'ol Plan. OOANGE CO\JNTI' ENVlRONMENTAL M~~ENT AGENCY »MO l'E'.0 ~ ~ ;;_; Kfr:Z.t IJll'tEC'flJH Ot: lfEGIJUfJ()N src PLAN 1328 SANDBAG VELOCITY REDUCER SECTIOIJ 8-8 PIP!= )( ii SLOPe i&ienl,UCe /:/ /8' //1,:1 /4' ,E':/ /6'!. .!'?,,.'/ /8' 3: I £0' / P/.&'e" 4,c.C#Ooe.9 R.e"~/REi? 0V' ,dL.,: .SL.OOE.5 a,c-5,'/ CJ£? .57"£.C~R. 8. ..1.CL R-!:/,U..=:-CJ!?C/,Ue,_.:; ~o/'EEL S#dLL. 8e .-t/U?'W,clt!';P 4-e.4L?.5. s. "B'' 5,.-:,,-ALL:. ae 8"' U&LeS::3 OT#B.2W/.:S'E -BPEC/P/£0, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CO.VCRET£ P/.L?e St.OP£ ANC/.-IOR5 Consulting Engineers 0 .,i,,RCA!)IA □ If.VINE ..(818) 447-4494 :(714) 727-7099 (619) 320-4220 ;(i14) 989-8983 {SOS) 388··2344 (619) 673-5505 ONE JE~NER STRti:T SU!TE 700 iRViNE. CA .. 92"!i 8 RICHARD A. MOORE, R.C.E. ?3971 DAT£ CJ PALM SPRINGS 0 i{ANCHO CUCAMONGA 0 CAMARILLO 0 SAN O;EGO NORTH SCALE: f' :20' LANDSCAPE ARCI-IITECTURE ERIKSSON• PETERS •THOMS ~ 1214 b,t Green~!,,.~,, f'~,~dcti~. {.'.il,brrm 'ili06 Td~ph0nt {!IH!) 795<!008 (20/681-3408 fl,X (818) 7'!':i-2S47 ''ii 2746! C~lk l\rn1yo. '>in j<1ari c~p,,1rMm. (:,'; 92(,7 S Tt\:phm,c {714) 661-7127 E'\X (714) 248-1599 ll PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH. CALIFORNIA GRADING PLAN 92660 11.~~." lflij.Jtl I /~~~ ,,,i, Ne 92-511 Of 35 ; . I " c, u ' ii ,n ~ u.: < -T " C ?2 -:-., .._.j ~ "' "" ~ C: l ,::. C s: rn m :0 0 ~ < ·-s z Gl z C .,,, ;:;,, OJ m JJ 7J I 01 -0) 0 I en Ci I) ? < z Gl z C $'. OJ m JJ b! ~!'"---- ~, 0 c· °'I I D C " t 0 ~ z ~ 0 D ' 7 I. -=B=E=R=M:..:;.._,::D=E::...:T'-'-A=I L=--. ~ N.T..S~ ~ NOTE: i® ·.gPoifo . 0 o O.· o 0 •. ; 0 C:Jooo T EROSION CONTROL PLANS ARE NOT TO BE USED FOR GRADING INFORMATION. EROSION CONTROL MEASURES SHOWN HEREON ARE SCHEMATIC. REFER TO GRADING PLANS FOR EXACT LOCATIONS OF INLETS AND LIMITS OF GRADING .. .L G-9 f'tfE: Sit£::. .f-1''/'i'E.: P!li!. P,A/\J ..;;;;;;,.----,..;;.";~·--Q.U/C,K•;,er JOIN, seALA/✓1 •. C,OMPOU/JD Of: Al"F'P EQUAL f.<--RU!Ci<Ser VAULT '?ERIES DB OR Af'P'D E.QOAL P.iP CONC. BASE W/#-3 8 /Z'1 O,C, EA. WAY '-f'l,q';.. • ,:::[.. f -r'/ff;;. ./ ·e-;.c_ f'~lJ-J ( ,;B") Ci\Sl:: DOME ,INLET N.T.S. corm'nucuon 1myi;s, 0) 'CD . (i', .y -CD © '© 0 @ G) @ @ @ @ . . ® '~,. ~----. @ @ comRUCT CONCRm PIPE SlO'E ANCHORS PER NEWPORT iE!CH STD, 311-l OH SHm G-1 CONSTRUCl 4-!NCll PVC PlPE, SCHEDULE 40 . CONSTRUCT COMB!NAilON rec/DECOMPOSED GRANITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DECOMPOSED GRANITE PAVING, REFER TO LANDSCAPE PLANS FOR DHAllS, SAWCUT EXISTING TERRACE DRAIN. CONSTRUCT PCC CAP PER DEW.ll A ON SHEET G-4. PROTECT lN PLACE. REMOVE EXISTING TERRACE DRAIN. REMOVE EXISTING DESJLT!NG BASIN ANO RISER. CONNECT NEW P[PES TO EXISTING 24' RCP. COl'lNECT ~EW PIPE TO EX!ST!NG V-GUHER. REIIOV[ EXISTING 18" RCP, PLUG EXPOSED mo WITH BRICK ANO MORTAR. ABANDON IN PLACE. CONNECT NEW PIPES TO EXISTING JUNCTION STRUCTURE. REMOVE EXISTING APRON, RISER AND APPURTENANCES. CONNECT NEW PIPES TO EX!STWG 18" RCP. REl10VE EXISTING DESllTlNG BASHI. PlUG EXPOSED ENO OE 18' RCP WHIJ BRICK ANO MORTAR. ABANDON [N PLACE. PROVIDE AND PLACE SANDBAGS PER O.C.E.M.A. STD 1328. 1011 mrniG mP.!CE iRAii, CO!S!RUC! TERRACE OR!li PER DH!IL ! 01 SNm G-i ..C.!i}S!RUC! INm PER mm A Ci SHEH G,I. USE OOUE CASI l!Oi com Ii PLACE OF FLIT com CONSTRUCT TEMPORARY DRAiNAGE INLET PER DE:f All A ON SHEET G-i 1, 16\SIL · Consulting Engineers 0 ARCADIA (818} 447-4494- □ !RVINE (114) 727--7099 ONE JENNC-R STREET SUlTE 2.00 IRVIN[. CA. 92718 0 PALM SPRINGS (619) 320-4220 0 RANCHO CUCA\.IONGA (714) 989-8983 0 CAMARILLO (8C5} 388-2344 RICHARD A, MOORE. R,C,E. 23971 DAiE. 0 SAN DIEGO (619) 673-5505 LANDSCAPE ARCHITECTURE ERIKSSON• PETERS •THO.MS 'i' 1214 fan I ;r,~r, ~trrtt, hudc,11, Cal1forni~ 91106 Tdep!wnr (8! ~) 7~5-2008 \2: J) 681,3408 h",X (H IH) 74~-2547 •if 27461 c~llr l'.rwyo, $u;Jai:i Cip:min0, C/1 ')2675 Tdrphonr (71~\ Ml-1127 FAX (714) 248-2>99 " PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH. CALIFORNIA 92660 EROSION CONTROL PLAN 'lh\.uf®11l£11.ra 11l. ~ 111w~11lrM 11tl:f ·~~~~~~ Joh No-·--92-511 ··-.. ·~·---··-··----- Dr:w~ ---~--~~--.. , . ----·-•-··-- Chrd:("d Lht(" \l,(~I G-8 or 35 Shc~t1 ;o ,--------, ,> 2 I D F, 0 I! t:; "'~ z G1 z C $'. m m ::0 --u I (Jl '(5) 0 I en ~~-,----·""" ·~~ .......... ,,.,' .. ,.,_._,,.,,., -•"C•• "'''">',~-''•"v ,; \ @ Ooo/ (). 0 nt:r· o ,06a· o ' 0 T .L -.. ," ', ;.'. i -~:~ ;' 'i . ! ' -, ; ' 'i J • . ! . • i • i G-8 TG-10 l''.i t ''i ,:_-\ ~~·"·;~ C / l \ . . • ! • j ! f r ' ~ '--€,t I ST. TE'Rli'.'A t:G' DRAIN CtJN.:STJE'tlt:r Pee C'AP REINFORCE'O W/o'xt:#' /t:J·t;Allti£ W.W Iii CONC,~TE SHAU HAV6 MIN. t.lt.77MAT€ CCJMPR€:!:lGtVE ST?.ENqT/1 AT es OAV6 OF e5oo PSI- P.C.C. CAP N.T.S. L ~hi ~I ~ Ill ~ -~ U,Q! : ~ trt zo "ey:$ di eeoo p,t, !. ~ fha)I bli i\UI.Cdlt<lt',:•~'liy ~~ =id ~! ~ to ~ :!Cl! cf f1'@ \Mikm: 0'11!"~ Co::lc.. 2. f;:;!:'!~~~ Cid!~ 1"'11 G1100l.'L1'irtl.4 m!hd 'e'!f4 ~ (W,\",J.t,i et ~ c:;~L s. ~ it'd! t,fj ,ro~wotto.~ to D• ~eeti:a of ttilt' i,~1111~ Offk::id e;' ~Hr ~ '"' pi®t!Ntlt ct !;U\e!'CW.. ~ ~ Ml:fdr.lM wif h 111:11ed ~ ne,Jlt'M bf' the DldlO.ieg Of"ir.iel ff El'IQ~. 4. ~Ollit • ~ill ~ ewertllf {~l -"' kl fN «;,Ml~~ "'tan ~ o!IN!R t,s,;-"1lmtt!ff et ~ ~. 5M ;,ba fM ~--.f dttdl:s. TERRACE DRAIN N.T.S. co:1srnucnon tJ9.Ifu CD ® 0 CD ® ® 0 ® CD @) @ @ @ ® @) COIS!RUCT CONCRETE PIPE SLOP£ AiCHQRS PER IEWPORT !EICH srn. !!i-L Ci SHEET G-7 CONSTRUCT 4-INCH PVC PIPE, SCHEDULE 40. CONSTRUCT COMBINATION ?CC/DECOMPOSED GR.~NITE PAV!HG. REFER TO l/1NDSCAPE PLANS FOR DETAILS. CONSTRUCT DECOMPOSED GRANITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. SAWCUT EXISTING TERRACE DRAIN. CONSTRUCT PCC CAP PER DETAIL A ON SHEET G-4. PROTECT lN PLACE. REMOVE EXISTING TERR.~CE DRAIN. REMOVE EXISTING DES!L TING BASIN AND RISER. CONNECT NEW PlPES TO EXJST!NG 24" RCP. CONNECT NEil PIPE TO EXISTING V-GUTTER. REMOVE EXISTING 10" RCP. PLUG EXPOSED ENO WITH BRICK ANO MORTAR. ABANDON IN PLACE. CONNECT NEW PIPES TO EXlST!NG JUNCTION STRUCTURE. REMOVE EXISTING APRON, RISER ANO APPURTENANCES. CONNECT NEW PIPES TO EXISTING 18" RCP. REMOVE EXISTING OESJL TING BASIN. PLUG EXPOSED END OF 18" RCP WITH BRICK ANO MORTAR. ABANDON IN PLACE. PROVIDE AND PLACE SANDBAGS PER O.C.E.M.A. STD 1328. CONSTRUCT TEMPORARY DRAINAGE INLET PER DETA!L A ON SHEET G"l 1. Consulting Engineers 0 ARCADIA, 0 IRViNE'. , (818) 447-4494 (714) 727-7099 {619) 320-4220 (714) 989-890.:S (805) 368-2344 {519} 673-5505 ONE JENNER STREE"f SUITE 200 iRViNE, CA. 92718 RICHARD A. MOORE, RC.£. 23971 DATE 0 1" ALY SPRINGS 0 RANCHO-CUCAMONGA 0 CAMARILLO 0 SAN DIEGO LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THO!v1S ?j !214 E~,1 Ginn S1re("I. P:1l.!tt1I. Cl!ifomi~ 9! 106 Tc-lrph.n,r (!HS) 79)-2008 (213) t>R1-34DrJ l'AX (618}7<JS-:'S4 7 ·~ 27461 Coll.-Arro;io, S . .nJu~n c~pmra,m, CA. 92675 Td.-rhm1< (114)6i,l-7127 FAX (114) 248-259<; PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 EROSION CONTROL PLAN ' lt11;~1f/.11"~!~i11~~ .11_l!5il!11.~ ' '9'~· i·ili1.M>~'. M· ~~-., ,IT,) ·"-1/! !ob No. 92-511 Drawn ... -·- Ch<:<tl:.td Dai, S!wn G-9 Of 35 Sh,w, I I I I z C ;;;; OJ rn JJ ,1! __ ., ____ ~ " z 0 > C ",i 0 ~ ;;'----- u I 01 0) 0 I (/) ~1 J:? I ~I z G'J 7 ~-r s: OJ m IJ 0 Ii ~ z G1 T G-11 ; i ' 00000 @_ 0 O" ---0 0 00000 -" , ,' --·~···~"''' r ocioo£ 0 ' o0 0 , 0 ' G-9 LTERNATE I ALTERNATE 2 -15°U:M, OR STC.Olt.l'f'i' l!'.QUrYAf..EMT FU'( SOILS ENG!N[Ell FtE~t11£NO£TION{kE'f'f',.U' lNCL.lHEO 23/o INTO SLOJ)E} BEi'JCHED Fl~~~VER CUT@ ' COm'i:TRUCJJO!I rmu:s_;_ /j\ 'CY ® 0 r'. 0 © ; 0 ', '.;_, 0 ® ® @ , @ , @ ' ,, @ @ CONSTRUCT COIC!Hf PIPE SLOPE UCHORS FER IEIPOA! BEACH SID, 314-L Oi SHE!! G,1 CONSTRUCT 4,!NCH PVC PIPE, SCHEDULE 40. CONSTRUCT COMBINATION PCC/DECOM?OSEO GRANITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DECOMPOSED GAArllTE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. SAWCUT EXISTING TERRACE DRAIN. CONSTRUCT PCC CAP PER DETAIL A CN SHEET G-4. PROTECT IN PLACE. REMOVE EXISTING TERRACE DRAIN. REMOVE EXISTING OES!LTlNG BASIN AND RISER. CONNECT NEW PIPES TO EXJST!NG 24" RCP. CONNECT NEW PIPE TO EXISTING V,GUTTER. REMOVE EXISTING 18" RCP. PLUG EXPOSED ENO WHH BRICK ANO MORTAR. ABANDON IN PLACE. CONNECT NEW PIPES TO EXISTING JUNC1!0N STRUCTURE. REMOVE EXISTING APRON, RISER ANO APPURTENANCES. CONNECT NEW PIPES TO EXISTING !8" RCP. REMOVE EXISTING OES!LT!NG BASIN. PLUG EXPOSED END Of 18' RCP WITH BRICK AND MORTAR. ABANDON ltl PLACE. PROVIDE AND PLACE SANDBAGS PER O.C.E.M.A. STD 1328. CONSTRUCT TEMPORARY DRAINAGE INLET PER DETAIL A ON SHEET (i-11. Consulting Engineers Q ARCA..i.)tA □ !RVINE (BHJ} 447-4494 (714) 727-7099 (619) 320-4?20 (7i4) 989-8983 (80$) 388-2344 (619) 673-5505 ONE JENNER STREET SUITE 200 iRV1NE, CA. 92718 RICHARD A. MOORE. R.C.E. 2:5971 OAT[ b p ALM SPRINGS 0 RANCHO CUCAMONGA 0 CA~ARILLO 0 SAN DIEGO !ICORTH SCALE: 'i":20" JE fPT LANDS CAP, E ARCHITECTURE ERIKSSON• PETERS•THOMS ·ra• 1214 b,t (;r.-.•n \1r.·,·1, p..,q,JrnJ, !. ·.,l,tmnu 91106 l(·tq,I,,,,,,. (HHi) 7'/';,:'01!~ (::'1 'l i,111-.'>408 t AX (Ill if) 7'1S-.2~47 if!' _:74t>l i ',lk Arn,v,i. ~Jrl 111,,:, ~ ··•fWlrJ,H,, CA '!"!t,7", 1,•l.-p:,.,,1,• (714) M, l -71 J'? MX (714) 241'1-J)'l<i fk~l"<>n> ----------- ____ , PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRiVE NEWPORT BEACH, CAUFORNIA 92660 EROS! ON CONTROL PLAN J<>h N,s 92-511 "'°' G-10 ~ ~ '------ 0 JJ ',~ z G) z C ~ OJ m Il u I Ol (J) 0 I en ( ' \ \ ( \ ' '' ·, i '' \ "t '_ \ \ t " ' i ', \ 1 ~ '\ 'l, ' "";? ,-•. f,< '' \ T ! \ \' J i: I \ ' j; \ i l l i. L ), ' ' /. J ' ' ; ,· G-10 _L T ', PLAN wun:s: r '-"',__BASE COURSE SANDBAGS ON EDGE. SECTION C-C l. i:ru,.;;.•l tMJ;N 11rt• t:-nl..'01.11:1111o:ei.! "'-'t<r th'!!' Oijt-1>f N/.lollba~i, 11nd ruay bf' r~qu1reJ [h ~rea.,; whh'b art> p.:11rth'11h1rly 6t.'nt1itl.re t;, Redimen! Jcpn~lt!on, 1. 'rh!it utandllnl da-tn!J liha!! be ;i1h1tl ;.1a aliown ,1n th~ 11pprwnH.l ~rmdon l'Ul'lt rnl !)l:m• CD Q') ® 0 G) © 0 ® G) @) @ @ @ @ TEMPORARY CONSTRUCT CONCRETE PiPE ;LOPE liCHORS HR iEVPORT !EICK !TO, IIU ON SHEET G-1 CONSTRUCT 4-!NCH PVC PIPE, SCHEDULE 40. CONSTRUCT COIIBINATIO!l PCC/DECOMPOSED GRANITE PAVING. REFER TO LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DECOMPOSED GRANITE PAVING. REFER TO lANDSC,\PE PLANS FOR DETAILS. SAWCUT EXISTING TERRACE ORA!N. CONSTRUCT PCC CAP PER DETAIL A ON SliEET G-4. PROTECT IN PLACE. REMOVE EXISTING TERRACE DRAIIL REMOVE EX!ST!NG OESILTJNG BASIN AND RISER. CONNECT'NEW PIPES TO EX!ST!NG 24A RCP, CONNECT NEW PIPE TO EXISTING V-GUTTER. REMOVE EXISTING 18" RCP. PLUG EXPOSED ENO UITi1 BRICK AND MORTAR. ABANDON IN PLACE. CONNECT NEW PIPES TO EXISTING JUNCTION STRUCTURE. REMOVE EXISTING APRON, RISER AND APPURTENANCES, CONNECT NEW PIPES TO EXISTING 18" RCP. REMOVE EXISTING DESILHNG BASIN. PLUG EXPOSED END OF 1B" RCP WITH BRICK AND MORTAR. ABANDON IN PLACE. . PROVIDE AND PLACE SANDBAGS PER o.c.E.M.A. STD 1328. CONSTRUCT TEMPORAlW DRAINAGE tNLET PER DETAIL A ON SHEET G· 11, Consulting Engineers 0 ARO.DIA □ IR\.~NE ONE JENNER STREET SUITE 200 IRVINE, CA, 92718 0 PALM SPRINGS (818) 447-4494 (714) 727= 7099 (619) 320-4220 (714) 989-8983 (805) :.SBS-2344 (619) 673-5505 RICHARD A. ~OORE, R.C.E, 23971 DATE 0 RANCHO CUCAMONGA 0 CAMARILLO 0 SAN DIEGO NORTH SCAI..E: 1'":20' ' JEfIPtf Ii ' , I ' LANDS C.A PE ARCHITECTURE ERIKSSON• PETERS •THOMS •i' 12;4 f.,H Grtrn s,,r.-t. l'H:idrm. 1..: .. Jiform~ 'Jl IUti T.-tcpb<1nt (ii IB) 7'/5,.lOOK {21J) r-,t, \,;1408 FAX (818) i'JS.2547 •if 274!,1 C~lk Am,y0.S.r1_l1.1.,n C~pntr~,w.C,\ 'l:N,75 TdrphC1,u-(7!4} Ml-71"!.7 FAX (7!4) 2-48-2599 PREPARED FOR: . COASTAL COMMUNiTY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CAUFORNIA 92660 ~ ~ < ~ z < ~ ~ u 0 I i ~ ~ ~ < ~ ~ u~ r=J ~ p:J~ '1ri~ 6ROSI ON CONTROL PLAN Shw G-ff Of 35 i ·1 ::: ·, x ,. " v ,·· 6 i ~i z C s: m !TI JJ n JJ ~ "'~ z 0 z C $ DJ m :0 -0 I 01 - 0 JJ ~ < z 0 z C s [Ii m ::0 "'------' " \; z X D 0 r 0 JJ n 0 l'> n ~ " 0 ,,, ~ z 0 GJ ~ I I I I , "\ 1:li' \ ,· ~ . II .. u·; II 11· I; . // ,,,, I I I I I I i I I I I I R. I I I I T I I , I / ' .,,_,... __ D 11------ .I\,, II • i ~. l 'I:, • .,, . . ... ll • .,, u r ! ·t. / + /\ ' \ .;. -0 ' ' - f4 !,Q . ·-II -*~ •<t:::l111111::a111 • •~11~ .. , I _.,,. ... -._ 0~a~ • .r> ,· "r.tr.,;•IIP' RETAINING WALLS FOR EL CAPITAN PARK NEWPORT RIDGE NEWPORT BEACH, CALIFORNIA GENERAL NOTES Gt.NCRAL ,. 2. 5 THE CONrAACTOR SHAU. VEFl1FY AND ll'E RESPONSl5lFc FOR At l D:MFNS!ONS AND CONOmONSAT THE JOB $!TE. TI-IE CONTRACT OH SllAIJ. OE RLS1'9NS!BLE fOFI £!RACING !IND SHORING ALL EXCAVAllONS. TEMPORAKY STRUC1UMES. AN:J ?AffflAL1.'i' COMPL.Ell'D PORTIONS OF 1HLWORK. , ALL CONDmONS N:JT SP!'.:CIFICAU..Y SHO¼l'./ Ofl DETA.'t.ED SHAlL BF. OF THE Sl\ME lYP!c': AND CHAFIACTHl AS niOSE SHC..'\/\IN !OR SIMILAfl CONDfTIONS. ALL WORK ANO MATERIAL SI-IA\ L CONFORM TO THE UNIFORM B\Jil.O!NG CODE (LA'IL"TT AOO?TID EDmONJ ANIJ AU. LOCAL COOES. PR0\1UE vmr.CAt CONTRACllON JOINTS 11-fRU iV'.ASONRYWALLA'f 20 FOOT CENTERS (MAX) CA!.:t.K JOtNT AT FROl'IT FA CC AND PROVIDE EXPANSION CAPACl1YTOViiATERi"'ROOFING MAERiAL ON SOIL SIDE OF WALL JOINT' NO srnCKf'!U1-l'G OF mm on DESRlS ON SlfEWll.L SEAU.Dt'IED. CONTPACTOn MUST! !Al.LALL EXCESS Dlfn ANO DEBRIS TO ANAPPROVru DUMP SITE. WATERPROOFING 1. Tht WALl. $!W..L BE WATERPROOFED 'NITTI A HOT MOPPED ASPHALT COA TI:-.10 INCORPORATit-13 Fi6ERGI.ASS 'YELi.OW JACl',£1" MESH. WA TEP.PROOFING SHALL SE EQUAL TO "fUNTKOTE E•M•W A DRA:NAGE BLANKEr OF GMNUtAA SOIL {$AND FOUlVALENT OF 30j S1W.L Bl: INSTALLED BEHIND THE WALL TO WITHIN 1 f'OD? Of" 1llE TOP OF lliE WAU.. A PEP.FOF\,\TED 4 INCH DtAM0ER PiPE 1MBEDOEO IN A 1 f□o.r SQIJAHE, 3,/4 !NCH DfWNAGE ROCK MATEfUAl. WHICH !S WflAf'FED !N FJLTEfi fAfJRIO SHAJJ..BE ;NSTAU.EU AfTHE OASE CF THE WAU.. THE DWUNS 10 DrSCI-IAfu"'iE POINTS THRU THE WALL AT INT".:cl'WALS NOTTO EXCEEO 50 HOEL F◊UNOATIONS J. 3 FOOTINGS SHALL REST ON fi.".M, u:-:rnsTURSEO OR COMPACTED SOILAT A MINIMUM Pf:.Pll-1 BELOW ftNISK GRAD[ OR NATURAL GRADE AS SHOWN ON rnr DMWiNGS. - AllOWAui.l: $01L Bf.ARING VALUES ARE BASED ON SOIL REPORT DATED £ffCf'MBi:n 23, 1992 UY JcJHN SA YEAS & ASSOC., Pf!OJE.G'TNO. 340-02·34 SOIL f.!EAAIN(i VAi UC AGTNE SOIL PflESSURE f'A.'SSIVE SOit PRE:SSUnE COEFFICIENT OF Ffl1Cl1QN 1500 PSr PLUS HID PSF PER FOOT OF w:nTH GFlEAH:H THAN f TO A MAXIMUM OF 2COO PSf. 33 !'Sf/TT @ LEVEL BACKfU J. 45 PSFlH fql 2:1 SLOPf:D BACKFILL /ill PSF/FT@ 1,5:1 SLOPED EIACKflll (Af'",Sl.JMED) 250 PSflH 'M-IEfiE FOOTINGS /\f!E ADJACENT TO SLOPES THE OEPTH OF THE FOOTING SHALL BE lNCRr::ASrn so THAT nlf' tDGE 01' wr-: FOOTING IS Ai LEAST 1/2 THE HEIGHT Of THE SLOPE FROM THE f.4CE Of THE SlO?C, WITl-1 A MAXIM:.JM or 'In ffF.T ANO I>. MINIMUM CF 5 ffCT All CONCRETE SHAU HAVE A Mltf.MUM ULllMATE COMl'AESSMc srn[NGTd AT 28 DAYS AS FOLLOWS· SIAB ON GRAD!:: ......... ··--·· 2000 PSI fOOflNGS ... ____ 20'.:(IPSJ All.COr-,iCr-iFff. SHALLl-'.AVE A MAX!MlJM SLUMP NO GREATEP. 1HAN 4", EXCEPT fOR FOUNOkfiONS Wl-l!CH MAY HAVE 5' MAXIMUM SLUMP. M:X DEStGNS rofl COMPRESSIYE STREl'IGTI!S GREATER 11W. 2000 PSI Sf-lALL BE" APPROVED 5YTHE smucTURAL ENGltl!;EH PHIOR TO USE. CEMENT Sf-1~\!.l CONFORM TO AS1M (;;50 ANO AGGRE:Ct\TEShALl CONFORM ro ASTM CJ:i. = • MASOt'lRY '· ' ,. ,. CONCF.ffi Mfr£0NAY UNffS SHALL CONFORM TO ASTM COO GM!)!?: N. ALL CELLS SHfLL BE FILLED SOLID WITH GROUT WHERE Bl:LOW GRADt,. GROUT SHAl.!. BE THOROUGHLY Vi BM TED AND R[:VIBRATED AFTER1HE INITlAL !.OSS-OF EXCESS WATER FROM THE GROUT tS VlSUJLF. CN THE f'ACE OF THE OEU.S. C!s"LY CELLS CONl'AININO REINFORCEMENT SHALL BE FILLED FOR THAT PORTION OF WALLWHICl-1 ,S ABOVt" GRADE. GROUT SHALL BE FRESHLY PflEP.t.RED ANO UNIFORMLY M!Xr:D IN PROPORTION OF 1 PART CEMENT,3 PAflTSSAND, AN02PAfifS PEAGMVEL GHOU"f Sl-fALl AlTM•-1 A MtNIMl!M COMPRf.SSIYE t,;TRENGTH rn: :C.'000 PSi AT2a DAYS. MORTAR SHALL BE Ff'..ESHLY PREPAflEO AND UN!FOfl.Mt Y M!XFD lN ACCOR)ANCE Wlll-l Ui~C TYP'E son TYPE M MORTAR. MORTAR SHALL BE USFO WiTH!,N .-W,O liOURS Af· lER MIXING CW.ENT SHAf..L CONFORM TO ASlM Ct 50, THI: USE" OF PLASTIC OR t.'-ASONRY C[MEN1 !SNOTPERM:TTED. ALL MEASUfifMEt,:rs SHALL BE MADr' WITH A SUITABLE CAL!EiAATEO DEVICE $HOVEL MEASUHEMl:NTS WILL NOT BE PEf\M/TTE,)_ C0:-4TIMJO'JS iNSPECTIO!i 5Y AN APPRO\/ED DEi'UTi 8\J!l.!l!NG !NSPE'.CTO~ lS NOT RECU!REO. Rf:INFORC1NG. STEEL ' ' 3. ABNFORCtNG STER SH/,LL CONFORM TO AS1M MfS GllAfJE 40 FOR #4 A.'-ID Sfll.ALJ...EAANO Gel.ADE SO fOR #SAND LARGER BARS. ALL RE!NFOflCt~G $1-lA\i. St' fROM !OENTIF!EO STOCK WITH MILL JlNALYSiS SUPPLIED. Al.L nstNFORC!N(; STEEL, D0\,1/1:l..S. ANCHOR BOLTS, ETC., SHALL BE WEL.t SECUH[ll IN PLACE PRIOFI TC PLAC:NG CONCRETE. on GROLJf. CONlTIACTOR SHALL USF T!:.M?LATES TO INSURE ACCURAlE PLACEMENT or ANCHOR BOLTS, DOWELS, CTC. DO'IVELS Sf-W_L tlf. Pf:IOVIDED AT POUR ANO CONSTRUCTION JOfNTS ANO SHAl.L BE THE SAME Sllf:.AND SPAClr-!G AS THE RE"INFORCING SHOV\fN FOP. TH<; SUfiSCQUENT CONSWUC:TION. AU. CONTINUOUS BARS OH OOW!:::LS SHA! 1-I.AP 3ll D!AMETl'flS L'l CONCt'ETE AND 42 Ll!A.\iETERS 1N MASONrtY, UNLE.SS SHQV,!N QrHFRi/,'ISE flEiNFOFIC!NG SHAH. HAVETl-lE fOLl.OWlNfi MINIMUM COVERS: CONCRETE AGAINST 81.RTI'! NOT FOf!Mf-'0 ........ -......... ,. . .,"' :!' CONCREff AC'-JJN$T [ARTH FOflMED Ofl TAOWELW ..... .2· 1!Z' Sl.Ji.B ON' GRADE. ............. AT CENTER W.SONFlYWNJ.S :.::.:====.::.::==::'.'.'._'.'.::'.,'• -.. 5.. M:X DESIGNS FOH COMPflf"SSfVE SffiENGTHS GREATER iHAN 20()() PSI SHALL 8E M~ exy,.Tiit;;. ~-------~ ,;:,!~-~ --'D"-G"""· -3: TYPICAL D.G. WITH SHOVEL CUT EDGES SCAL_E: 11/2" = 1' -0' APPAOVfD av THE SfRUClUflAL E.t..JGINEEfl PR'.OR TO USE. 6. CotSSTRUCTION JOINTS fCrl SlA'SS ON GRAD:': SHALL Bi! AS SHOWN ON DRAl.',1N8S OR.AS APPROVED BY THE STRUCTIJRAL ENGINEER. ALL CO~CRETE EXCEPT SLABS ON GRADE S!-W.1. BE Pl..ACfD UNDER TiiE '( Nl'l/~UOUS !NSl'ECTiON OF AN APffiOVi1J OEPUTY BUILO!NG U-.tSPECTOh. ----=----- _j_ I I SYMBOL ITEM MATERIAL D.G, Paving with itl.edwood Ht)ador Decomposed Granite '-'-~X~.;,s;::;;;;;,.;;;~Y--1--'\.. CB CMS G Concrete Band Concre!e Mowstrip Prefabricated Gazebo Benches Picnic Tab!es Concrete Concrete Wood Wood Wood 8 PT TR Trash Receptacle {Dura Ari. Stone TR· Precasl Concrete FIB • : Retra-.iab!e Tratlic Bollards EJ EA EP lBl [fil -im-· Tra!fic Gate with Strobe Activation Redwood Header ~ Expansion Joints So. CaL Edison Access Way Existing KC.E. Electric Poles Score Joints Water Meter location E.!ectrica! Meter Locatlon lrri°gatiOii·controller Loca1iorl 0 e:, ~ Maleh Line EB Point of Beginning --~~ -Property Llne S.C.E. Easemenl Line Work Limit Lino I I ABS Plastic !Galvanized Steel Redwoorl Re1erto Specrfication.s COLOR Natural Grey Natural Tan Ne1ura! Natura! X 1 ~ Boulder Placement Areas Note: Number indicates .approximate quantities ol boulders per area designated. ~ •~ ~ All boulders are stockplied on-site and sha!l be field localed by Landscape Architect m z Estimated sizes and quantities are <'IS fo!lows: 1-<t 3 Large: 1 o fee! to 1 S feet across ~ ~ 3:5 Medium: 5 fee1 to 10 feel across g... 37 Small: 2 feet to 5 feet across ; ~ ... ---'----------'-------------------~ Is ~ >-8 !:: 0 I I I I g I I I I I I / I -••· . JOHN COIL ASSOCIATES 1'T .. <;CS"""'-"'"'"'"'""~"'"'" --,..,_,, '""~" ~qny ....,.,.~ ...... c.o.c ... _ t,27(>\ {n~) ""'~·•d$~~ .,, .... StJl:!.JECT Rf.TAWt!"5 11:Al.L !;,Ha;r No . l'ROJ(CT EL CAPITAN. F'A~ B or 1 LOCA.T!ON NEiLPORT RIDGE ~-" !H·~ i,,'Et!.f'ORl" BEAO( CA .oiiKJ.-;;,_-;- CLIENl EP.T, ~ t f"i 4,. C.M.U. RETAINING WALL BLOCK TYPE: PRECISION BlOCKAS l,.IANUFACTURED BY ORCO BtOC-K CO, INC., OR Af>PHOVEO EQUAL, 6LO:::K SIZE: 0~16 BLOCKCOlOR; ORCOTAN GROUT COLOR TO MATCH el.OCK MINIMUM HEIGHT: 2:.0• MAXIMUM HEIG!-IT: 4'·0" , 1 CONTRACTOR TO AD.JUST TOP OF WALL i HEIGHT TO MATCH flN!SH GRAD~ l ELE'VAHO.'\I. ,~= /'5:;-..:..---'C...-'-EXISTING CONCflcTE DRAINAGE :SWALE 1-.H+---------EXISTING CONCRCTE SIDEWALK ---~i~--------1 __ l~~(i;i--------,-•EX!SllNGOECOMPCSEOGRANITEPAVl~G RETAOCNG WALi.@ S.C.E. POLE @ C -:--~ ",." \ . .,_ '· ''"' ·, \ • .;, •. ,.;· . •t ii, C ,-• IE'JPT I! I ' ,{; m .j:. JJ t s j ~ ~ LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS t214 fa~t Grt"e11 Sm:t!, hs1dcra:1, D!iforn.i:. 9lt06 fl"'i~Oiie\&f8}79S-2001i • {iLi) 6iifj~-J4(),,g----j,---:]' fAX (SHI) 795-2547 . c~ 27461 Cil!-e hrroyo,Sz.n Juan Cipimano, CA 92675 Tdephone (714) 661-7127 FAX (7!4} 248-2599 B Date MWH 15N0\193 HEA0"'...11 BOARD MWI-I 22FEB94 RE.TAl,l:J-IG WALL ANO PATHWAY MY,/H 241AAV94 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT Cl:lNTER DRIVE NEWPORT BEACH. CALIFORNIA 92660 LAYOUT AND CONSTRUCTION PLAN --E~-~litlr~ HffJ,!(A '1~1if\~1,~IN1r~111~~,;' ?@ -'1l ~· "1;\ ,,,~, ~!, ~<;. ~ ·6-· ~-' 'fl<:::// -~) ''i:c:-" , ,. •' .\ ,,, '@"'@ [ob No, 92-511 ' Drawn Ch.-cke<l 'Date ; s~:m C-i2 . Of 35 Sheecs I ' ' ., " ;D ' '~ ::; 1 f r· ,q £1 " ,, ·< C, i\i n '" 0 JJ " 0 ? "' " UJ " ' _, " 0 C z C "' "' • ~ u a 5 0 ,. ".': ;) ? , .. {; r 6 ~ z s • z c:: -., s. m m Il 0 JJ ~ < z (i) z C s OJ rn JJ l I I I I I -0 I (J1 -(J) 0 I (/) T I REMOVE EXISTING RESIDENTIAL DRIVEWAY APPflOACH TYPE 1 AND CONSTRUCT CO.'!C'tEIC!Al 0011/EWAV • I APPROACH TYPE 1 PEil cirv STANDARD Pl.AN 160-L f------. POINT CONC!EPTDON WAY □ REPLACE EXISTING OAMAGS> UTUTV OOX TO MATCH EXISTING BOX. RS.OCATE BOX TO CLEAR PROPOSED PATH AS ~'ECESSARY.---. . EXISTING UTILITY VAULT Wffil AIFI VENTS--- _l_ I I J EJ EJ I I I I CEMENT-TREATED SOIL.AREi\ S.C.E. ACCESS WAY SHALL CONSIST OF CEMENT TR!::ATED SO!L AT A DEPTi-iToF 13" PER THE SOILS REPORT. REFER TO SUGGESTED SPECIFICATIONS FOR SOIL-,-------------t CEMENT BASE COURSE, {SOIL CEMENT, CEMENT-TREATED1 BASE) 15008·10S, PORTLAND CEMENT ASSOCIATION, 1977. CEMENT SHALL BE',CL.ASS It AND THE ULTIMATE COMPRESSION STRENGTH OF THE SOIL SHALL BE 400 PSl AS DETERMlNED BY LABORATORY TESTING (BY CONTRACTOR). DO NOT COMPACT IN SYMBOL HcM CS Concrete Sidewalk (6~ thick) MATERIAL COLOR FINISH DETAIL Concrete lt'lATCHLINE SEE SHEET C-14 LAYERS THICKER THAN 8". APPLY TWO INCHES MIN, BARK,MUi,,CH TO FINISH SURFACE OF CEMENT•TREATEDSQIL AREA, TYP. Natural Tan I I I ""V • <\ - • •,1 4 • S1 /(o1 I I I \ I I I ~p~~~~~~~~~~~~~~~~~~~~~~==~ =~-~-=a~~~~~~=~~~~~~~~~ 'l~l~(,t:,tl "".,, Natural Tan 0 C-1 j r l I EA loc,i .. (ht( ;.------------------::-. l I R:;if:}--J:;:;.::;;::;:-------'i'-"li_'·_o'' -~---~{. " •;) ' _, 'i I t '-" "'i"?l~C)jl -~ el 9ol~wll g "111-w" I l' <:I "" ~,'•o" (l ,, ' IC>i '· "'II ~ 0 I« 0 C ~ ·r, Stabilized CB Concrete Band Retardant Finish CMS Concrete Mowslrip Concrete Natural Grey Slee! Trowel Finish CE G Prefabricated Gazebo a Benches wooo Wood Per Manufacturer Pee Manufaciurer @ PT Picni.c Tables Wood Nalural Clear Po1yurethane TR Trash Aeccptac!a (Dura Ar! Stone TR-DiPre,-....ast Concrete Natural Clear Pclyurethani@@ :::,:~:~•• .. ~,:::ooolast ·® ® TG-1 Traffic Gate with Strobe Activation EJ Expansion Joints EA So. Cat Edison Access Way EP Existing S.C.E. Electric Po!es Score Joints , [ED \J?Nl ~t,eter Location ' [[) Electrical Meter Localion '•-gj Irrigation Controller LocatioO- .,, = .. Maleh Una EB Point of Beginning -·--Property Line ----S.C.E. Eascmsn! Line IIC!::l.ili IC::J Work Limit Una ~ Boulder Placement Areas \V ' Galvanized Ste~I Narural Natural _ .@ @ Refe, to Specifications Note: Number Indicates approximate quantities of boulders per area designated. AU boulders am stockpiled on-site and sha!! be field located by Landscape Architect Estimaied sizes and quantifies are as foilows: 3 Large: 1 O feet to 15 !eet across 35 Medium: 5 feet to 1 o feet across 37 Small: 2 feet to 5 feet across DECOW:POSED GRANITE PATH TO ___ _::::li::::c:_.jl,;/lc ALIGN lf,IITH BUILDER PATH {VERIFY IN FIELD) I I JE •r·p-1~7r JG l11;11•.~d)i.1 1 J I :: : I ,11 , I lr=c~c==ii --. , I LANDSCAPE ARCHITECTURE ERIKSSON• PETERS •THOMS ?J 12!4 East Green Street, Pas.,,dtrn., C.;;lifomia 9lt06 Td~phon(' (618} 795-2005 {213) 681-3408 FAX (!i18) 795-2547 'Q' 274f.l Calle Arroyr;, s~n J1,12n Cipi$!WlC, CA 92675 Telephone (714) 661-7127 FAX (714) 241Vi.59':I . Rneisicm "' Due ) \ f.l!WH 1~NQVfra / 5\ HEJ\081 BOARD l.!WH 22FEl!94 -- PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 LAYOUT AND CONSTRUCTION PLAN . lill1fi• 1.11.1 .. r.~ .. ··."lz~.1. ri~ .. 11~.ll·i· .>:r.1~ .. 1·. rt11r,.11fli.·~. ;,,; i,,, '!Yi W 'M ~ --f I r ~ , -, 1· -, ' (~ .. ~i ~ •• ~, ~} ~ 111' ;!Ji~. "'ii fob Nu. 92-511 Dr2wn Checktd Ditt Shut CC-13. ' or 35 Shei:n {I) :'.I; :-1 -V' r • * w 111_ I z ~ '--< .= OJ rn JJ 0 JJ ~ <:; ·< z G z C $; OJ m JJ u I 01 0) 0 I (j) ' ' CONTRACTOR'S NOTE.: PER S.C.E. GUIDELINES, ENSURE A 16' CLEAR ACCESS WAY IN ALL LOCATIONS. AT POWER POLES, 16' DIMENSION IS FROM INSIDE FACE OF POLE. CEMENT-TREATED SOIL AREA S.C.E. ACCESS WAY SHALL CONSIST OF CEMENT TREATED SOIL AT A DEPTH OF 13" PER THE SOll:S REPORT. REFER TO SUGGESTED SPECIFICATIONS FOR SOIL-CEMENT BASE COURSE, (SOIL CEMENT, CEMENT-TREATED BASE) 1 S008-1 OS, PORTLAND CEMENT ASSOCIATION, 1977. CEMENT SHALL BE CLASS 11 AND THE ULTIMATE COMPRESSION STRENGTH· OF THE SOIL SHALL BE 400 PSI AS•DETERMINED BY LABORATORY TESTING (BY CONTRACTOR). DO NOT COMPACT IN LAYERS THICKER THAN 8". APPL y nvo INCHES MIN, BARK MULCH TO FINISH SURFACE OF CEMENT-TREATED SOIL AREA, TYP, " I ! I B I I I • I I I I I ol J-< I )-. ,,Z .,, I I I I T r.:::siC3!!'1.:1CiC !:!!:llll':.:llc:::iic::JCI l(l llJ > -oc Q ~ ~ I I -0.. <( u ..J llJ sx K?T. ~ ie I MATCHLlt-!E SEE SHEET C-15 I I I I I I -~-~·~~J~ ~-1 I A-' I I 1---- ~I I (~ I t> I I I I I I I I I~ i I 1 , .. _ DG-3 rlllATCHLINE SEE SHEET C-13 T "" 147'· eo" ..L I I I I I I I I I I SYMBOL HEM cs Concrete Sidewalk (6" .thick) D.G. Paving w/ Redwood Header and Concrete Ed e G-3 D.G. Paving wilh Redwood Header CB Concrete Band CMS Concrete Mows!rip G Pre!abricaied Gazebo B Benches PT Picnic Tables TR Trash Receptacle (Dura Art Stone TR- RB : Relrnct.ible 'rrattic ·sol!_arcfs TG~o Traffic Ga1e with Strobe Activation HOR Redwood Header EJ Expansion Joints EA So. Cal. Edison Access Way , EP Existing S.C.E. Electrlc Potes Score Joints [BJ Water Meter location [[) Elec!rical Meler Location C lrriga"iiO/l cOntroii!ilr Location c c:c t:=I' Match Line ffi Point oi Beginning -:-.... -Property Une ----S.C,E. Easement Lino •~•-Work Limit Line ® Boolder Placemen! Awas - . MATERIAL COLOR FINISH DETAIL Concrete Concrete Concrete Wooo Wood Wood Pr(:(;ast Concrete ABS Pta~tic Slate Grey -1 YcD Natural Grey Retardent Finish -~ Nalurnl Grey s1,e1 Trowel Finish@ Pe, Manufacturer Per Manufacturer I • @ Na!urnl Clear Polyuielhan1@@H Natural Clear Polyurethane i I /A\ Ugh! Sar.dbfast ~ M<lnigh\ GreeD .. f;e/rrled • • @ Stabilized Galvanized Steel Redwood Natura! Natural Refer to Specifications Note: N!.1mber indicales:approximale quantities of boulders per area designated. All boulders are stockpiled on-sn13 and shall 00 field located by Landscape Architect Estimated sizes and quarnities ar8 as fotlows: • 3 Large: 1 0 1eet 10 15 leei across • 35 Medium: 5 leel to 10 feet across 37 Small: 2 feet to 5 lee! across NO~TH · SCALE: 'l'":20' JETP111 1--I I~ __ ] LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS ?J !2!4 fast Greer: S1m:t, Pa~~dfn~, C;iliforru:i 9! 106 Tdq,hm,t (/ilti} ns.2006 {2lj)t>8!-3408 FAX (6t8) 195-2547 lj 27461 C;itlt Anoyo, s~nJuanC~p15(m10, CA 9267') ldtphont (714) 66!-7r27 FAX (714) 248-2599 f.1WH 15NOV93 ~--·- MWH 22FEBS4 PREPARED FOR:' COASTAL COMMUNITY BUILDERS 550 NEWPORT Ci:lNTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 LAYOUT AND CONSTRUCTION PLAN .. ·1qrl?;i.s llr.11rl'/;,j, 'B"lr" ! 'll~'"'~I '~."ifll' 1·1· ~r/i\ ·.• . iYi 'i'Yi I{ 'M '' l~·•. , ' ,~-·:,,;• 'e;· • !~ ~' im;·. ~' 1i~·· "11'· ~-• .• -· ~ '"V '"'' ,'!i\{J!) ',, ""l "i''; '<;._,, ¾'' • ~ "'./ ,, ~-~ ';-'.., 'C . .:./J ~ _-;:_,/ . fobN>,· 92-511 ! Drlwrt ' Che,krd ,[,';1,le . SIKt( C-114 Of 35 Sheth tr, ~ -~ ' ' ! ' b ' "" 'I\ I;. '-'\ L C s DJ rn JJ 0 JJ ~ z 0 z -L. ~ [JJ m Il -0 I 01 0) 0 I en \ \ 'I> j.i \ CONTRACTOR'S NOTE: PER S.C.E. GUIDELINES, , ENSURE A 16' CLEAR ACCESS WAY IN ALL LOCATIONS. AT POWER POLES, 16' DIMENSION IS FROM INSIDE FACE OF POLE. CEMENT-TREATED SOIL AREA S.C,E. ACCEs·s WAY SHALL CONSIST OF CEMENT TREATED SOIL AT A DEPTH OF 13" PER THE SOILS REPORT. REFER TO SUGGESTED SPECIFICATIONS FOR SOIL-CEMENT BASE COURSE, (SOIL CEMENT. CEMENT-TREATED BASE) 1 S008-10S, PORTLAND CEMENT ASSOC!ATION. 1977. CEMENT SHALL BE CLASS 11 AND THE ULTIMATE COMPRESSION STRENGTH OF THE SOIL SHALL BE 400 PSI AS DETERMINED BY LABORATORY TESTING (BY CONTRACTOR). DO NOT COMPACT IN LAYERS THICKER THAN 8". APPLY TWO INCHES MIN. BARK MULCH TO FINISH SURFACE OF CEMENT-TREATED SOIL AREA, TYP. = I I I I \ \'ii \ I I I I i I I I I I T T CONTRACTOR TO ADJUST EXISTING MANHOLE COVER TO 1------4 FINISH GRADE. • EXISTING TURF BLOCK AREA TO BE VERIFIED AND REPAIRED CONTRACTOR TO FIELD VERIFY EXISTING TURF BLOCK IN THIS AREA. DAMAGED TURF BLOCK SHALL BE REMOVED OFF SITE. DISPLACED TURF BLOCK SHALL BE REMOVED AND RE-INSTALLED IN ITS PROPER LOCATION. WHOLE TURF BLOCK WHICH ARE IN THEIR PROPER LOCATION SHALL BE LEFT IN PLACE. ALL JOINTS TO BE BACKFILLED AND PLANTED WITH APPROVED MATERIAL. NEW TURF BLOCK SHALL MATCH EXISTING AND BE APPROVED BY LANDSCAPE ARCHITECT. CONTRACTOR SHALL ALSO REPAIR ANY ~-1 DAMAGED ASPHALT , ,. I I --+-1-r·---- THICKEN STABIUZED DECOMPOSED GRANITE PROFILE TO 4~ WITH A 10~ CRUSHED AGGREGATE BASE A1 THE FIRE ACCESS ROAD CONNECTION. • ~ .. ~r E::(i<,,T, Ai:.. 1 ~F~ ~ ~~1 IN1H~~-i ef~ () "' '?9'•o11 I ~ ... °¾1.0 11 -1:1 (',\ 2,_f:i!~ c,li ".3 ' -d} r· ~--~:f" ___ .......,. . • I I TH:CKEN SO:!. CE!/IENT PROFILE TO 18". 5· ON !'!TH"Jl S:DE OF D.G. PATH THICKEN STAB!L!ZED DECOMPOSED ~-, GRANITE PROFILE TO 4~ W!TH A Hr CRUSHED AGGREGATE BASE AT THE S.C.E. ACCESS CROSSING. • '74'·d' -'!;------;,. -- (J)r.d•o" I ·r -. ··-····-Cd'-,~.'·_o_'' ____ ,,~i TERRACE !FUDGE. SYMBOL ITEM I\.\ATEA!Al COLOR FINISH DETAIL i::s Concrete Sidewalk (G* thick} 1Concrete 0 ·1 D DG-2 OG-3 CB Concrete Band CMS Concrete Mowstrip Concrete G Prefabricatai Gazebo Wood B Benches Wood PT Picnic Tables Wood TA RB TG-1 HDB Trash Receptacle (Dura Art Stone TR-PrecaS'i Concrete EJ Retra~bte Tra~ic Bollards Traffic Gate with Strcbo Ac!ivation l.'.'Eidwood Header Expansbn Jolnts EA So. Cal. Edison Access Way EP Existing S.C.E. Electric Po!es Score Joints [BJ Water Meter Location ~ Electrical Meler Location "gJ lrri\1aiion'c0ntroli€f LOCatiorl r=i! = = Match Una E9 Point of 8eg1·nning -~N-Property Une ----S.C.E. Easement Line, •=•= V.'ork Limit Lina · ® Boulde, Placement Areas ABS P1aitic Galvanized Stco! Redwood Natural Natura! Refer to Specifications ' Note; Number indicates .approxima~a quantities ol bou!dars per area designated. AU boulders are slockpiled on-sije and shall be field loca'.ed by Landscape Architect Estimated sizes and quant~ies am as follows: 3 Large: iO feet to i5 feet across 35 Medium: 5 feet to 1 O feet across 37 Small: 2 feei lo 5 leet across . LANDSCAPE ARCHITECTURE ERIKSSbN •PETERS• THOMS ?! 1214 ~st Grcrn Stm:t, P.m,d!'ru, C-..1.lifornia 91106 1Clq,honr {318) 795-2008 (213} 681-3408 FAX (818) 795-2547 ?J 27461 D.llt Arroyo, S..nJu~n Cipiitt.mo, CA 92675 Trlq,lione (714} Mi-7127 FAX (7t4) 24!:1-2599 PREPARED FOR:·· COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 LAYOUT AND CONSTRUCTION PLAN ' jl'.1l'.l'll1l 1 fobN; 92-511 [)r3wn • Checked lhte ' Shat ~c-ils Of 35 Sheets ~ "' s I i I I ' C . I " u " ~ '" {:; 2 .m 0 I: ~ 0 ~ a ti .,., ! L I C ' I :s: I OJ rn .__J 0 :0 '.~ z GJ z C ;;1• CO> m rn JJ 7J I 01 -0) 0 I (/) :z C ~ m rn JJ ~[ 2' f;~---~ VICTOR STANLEY BENCH IN D.G. PAVING SCALE: 1" = r-o· ~---!;;>"' l-,-:-,.,.,..,.--.,,,;,.,,....""."'"""C..,..,-1<.'.-R<> '.,i. . • & A ! -~ j'" · _:1 ·• --1~T iF4 ~ §fjffl I • .• ~ 1Nf0 f!'nT ff'l Or 'fl!' · r---~INw> ~~ • . ·,,'. I . ,. I ) . l . . . r:E+--,.~ f"-~C;A(,,l:, .. f(f'. .;._. -·--;: -4-. -~-faG'firJce> -.:;~. l ~~l--A1Ttil~ '""Hee.r ~ 1.AYl'Uf VICTOR STANLEY PICNIC TABLE IN D.G. PAVING PLAN SECTION SCALE: 3/4 e '1'-0" l'A'-+------/1.e!>WOCD o:,r_,_, K-------I,' IV/' /'€PW""() lf0\~ <t-t------1,' I< !Y >ti~• 9'UCIN& l!>I.OCO" • Ai iteAo.:;p. CON.rie"GJ:r~1a,,,g~ . Tl'!' OP <>P!.-ICL-.!G, e!OC;e <GHAU, ""' 1• i;,:;l.blll ror of' ~eAP<>P. Nona:9: I) AU. • SPL-lQe:S NAIL-et) @ ;I} D,C, 1 TP1AaGU~ Sf'AC!>JG, • lb d co1-vo10•4 !lA11...,. GA!.V. REDV'JOOD HEADIER AGGREGATE BASE ~ER SECTION 200-2.2 "GREEN BOOK" (95¼ CO,.':l'.) DG-2: CONCRETE PAVING W / D.G. APRON SCOi:liED JO:.?sff • i .. I e •. I> •• . . 0 /!Ill I 'fJfl e· t \,/' @) I I \ \ 15.,. ~ PICNIC TABLE ALIGN~ENT ii\! GAZEBO StrcETS FOR OlSTANCES SAFETY GUIDE TRAF-FLEX POST AS MANUFACTURED BY CENTURY PLASTICS, INC, TEL (316} 321-1153, SG0139:2 BLACK POST WITH CAP ANO DASE. PAINT ENTIRE UNIT WITH TWO COATS LOW SHEEN ALKYD RESIN l;NAMEL • DUNN EDWARD$ 379 ~MIDNIGHT GREEN" ~ ATTACH TO CONCRETE SURFACE WITH TWO PART EPOXY, TYP. ROUGHEN SURFACE AS SCALE: V 4 • : r --0" STR:PE PAVE?!.'ENT AT BOl.l..AROS PER CITY STANDARD J;::;E---t---cat-Jc.. W'~ ~+---P,e;, .. PRO?ER ADHES.'ON NECESSARY TO PROVIDE ':!:~--L~~=~~~~=-~=,-J..-- BOLLARDS TD HAIIE REFLECT.VE I I ~:::, ~!~JTRI? \ r:;'~o• '<>'-oil ~ i { RETRACTABLE BOLLARDS SCALE:'i/4"=1'-0"@ DG-'l:D.G. PAVING WITH CONCRETE BAND Al\!D SHOVEL1CUT EDGE. SCALE: 11/2• : f -0" LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS 'if 1214 Em Green Street, Pl~adrn~. Ci!ifomia 911C6 Teirphooe (818) 795,2008 _(21J) 681•.HOS f,\}l (0}8) 7.9~-2547 ·if 1i46t C.1lle Arroyo, SJnJu~n C;pimaoo, CA <;2675 telephont (714) 66i• 7127 f.'\X (714) 246.;1599 MWH 15N0Y93 4 ~~4 & ~EADER BOARD MWH 22FEB94 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 CONSTRUCTION DETAILS . lob No. 92-511 i ~c~~·•~••:_ ____ Dau __ _ Of el,------, > ~ c, r· "C u " z 7J I 01 -0) 0 I en 0 ~ i~ z Gl z C $ m ITl JJ ''-------' / T + n <ll I Q::l!JC.. i='fto-Jc,, o o <,l.....-,z_ !~4coNf, • GAZEBO FOOTI:NG e Q GAZEBO STRUCTURAL MODIFICATIONS @ POST CONNECTION E C-17 GAZEBO RAFTER CONNECTION F NOTTO SCALE C-11. 4" CONC. SLAB Vlffit #4 0 til" O.C. E.W. AT ~':l) DEPT/I ON 4" Gll/lVEI. llASE (!'!1rn'IRE © Wf'Yl<lf;-lT l'l'B. Tt-E>E ORA WNn ARE TH: f\;.Of ER i Y OF CF 1'. GO. AW ':>r'.AU-NOT BE COl"l:D GR ~ TO t.W.!.ITHORIZED PARTE> N PA..:T OR IT':> ENTro:TY WITHOtJT OUi: WRlTT1:N ~. ANJ TH:Y ':>r'ALL NOT f5E 1..1':lED FOR CON':>TIWGTICN ltt-E':>':> Af'PROV1:D BY A C.FJ-. Rfrkt'.">ENTATIVE. AIJTHORlZED BY: 5' ,,,, REVEWED BY: 3/z,.,'2.• DA TE TO '.,HOF: C.l... at b,ck of c to G.L. at back o ~ I~ .::,-I TO QIJOTI: ,,._ DATED: ~~11/5:J 107 ITEST COLDEN -BOX 98 POLO ILLINOIS $1064 (8'/5) -946 -3994 (815) -946 -2479 FAX "' "' I ;;; - ~ ' GllADE I'm SO:!..$ REPORT) M-f--➔ .,. ~ ' GAZEBO FOUNDATION PLAN 0·x &' iooo -· GOL-Jfv1~ i ,,-"' " "' ' I '2 !Q SCALE: 1/ 4" = f -0" GAZEBO FLOOR PLAN SCALE: 1/ 4" : f-0" @ -~ IZ . ·' bv" ~ " . ' ' ' ' ' ' ' . ·," ' ' I I I It,' \:: 'v \:: lO "' ' 9 ;,, ~ ,fi, .... ~· ,;~· :;._".! .. ' 64t50FS ' ' I i-,-~r,($ I i ' {' ~ "'·~-(~ ,, • GAZEBO ELEVATION SCALE: 1/4" = r-o· fa ,·>:: •' IE IPT LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS ~ l2t4 £..it Green Street, !':u:i;&r..l, c:,.!&:-rnla 91!C5 Telcphor.e-(S!8) 195-2C-08 (2.13) 6EH-3'4C8 FAX (!118) 795~25'47 'lJ 27461 C:.llt ilrro'Jo,S:tnju3n C.ipim;1,no, CA 'i2675 Tdep!-:.one (714) 661-7127 Ft\X{7l4) 248<l599 B Date PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 GAZEBO DETAILS fob Ne. 92-511 Cim:lu:! Of 35 I C 5 cC 01 5 "'' < :r 2 P' I □ JJ l> ~ z G) -u ! 01 Cf) 0 I (/) 0 JJ I l:c -~ z uJ □I JJ l :i> I ;,,; :s z GJ .-,-~----------------------'-----------------;------------------------------------,-------------------------------------,-=== CONTRACTOR NOTES: ENGRAVE THE FOLLOWING FIRE DEPARTMENT INITIALS ON EACH KEY SWITCH DUST COVER. LETTER SHALL BE STANDARD FONT AND 318" HIGH, tTHE LETTERS ARE AS FOLLOWS: ORCO AND N6fD .ENSURE THE CORRECT INITIALS CORRESPOND WITH THE CORRECT SWITCH KEYS. OBTAIN l<NOX BOX ORDER/AUTHORIZATION FORMS FROM EPT LANDSCAPE ARCHITECTURE PRIOR TO ORDERING KEY SWITCH ITEMS. ONCE FORMS ARE OBTAINED, CONTACT GERALD RIBEAU AT THE ORANGE COUNTY FIRE DEPARTMENT (714) 744-0403 FOR FINAL APPROVAL PRIOR TO ORDERING f;QUIPMENT, ti I.\ ' --1) '\I'"' Notes: ALL GA TE COMPONENTS TO BE GALVANIZED AFTER FABRTCATION. ALLWELDSTOBE 1/4"FJLLET,GROUND SMOOTH. APPLY 1WO COATS RUST INH!BITIING PRIMER A.";JD 1WO COATS ALKYD RESIN ENAMEL (LOW SHEEN) DUNJ'\! EDWARDS# DE 379 U1 MIDNIGHT GREEN. ENSURE GATE POST AND STROBE MOUNT ARE PLUMB TRAFFIC CONTROL GATE POST FOOTl:i\!G AND STROBE lir.OUNTli\!G E SCALE f' = f-0" C-17A • • • • • • ' . • ll\ • • t ' rj' -~·, MIN, STO? BOLLARD AND SWING GATE OPERATOR FOOTINGS stra."/JT S!-10? Ol'IAWWGS NOTE: PAINT ELffE ACCESS GATE MECHANISM COVERS WITH TWO COA. TS ALKYD RF.SIN ENAMEL {LOW SHEEN) DUNN EDWARDS #DE :379 UI MIDN1GHT GREEN. SCALE: r = r -0· . F ' 1 s;I>& C:,11 r 1411 Uf~:re;.. --, I V.:.i,:" ' ' \ I , I 'I= ~ ~ 1'-2.:' !Y ~ o,I\ • ' " ,, / 4''~. 'lli~k"f'-MlE!:l- 'WF' f.,.J~ { ,;..i;'t?'' ~-t-lE!.O !::HD ~ ,.,:.,Np t,jZlNP .<;~ f<:'---+-'-' ,;,pp ~'f2,P I =- '1>'' -',,/9., i\,<!1,{,j~ ..,-rsa, -~2. i u!o~ / I : C -2.l':iO" hlAJ,L. 1 i PIUEf :WSJ.D ~-4l/1 ~ >'< mt VJr' __ -LJ--1-----'-u:,,-.,_;c P'Gl,l~ ~-$NP.e,LJ... -!?i~ -+HZ'nt, I], ALLGATECOMJ'ONEN1STOBEGALVANIZEDAF!ERFABR1CATION. ALL WELDS &'LP. (l,,.,,g;,,; /);~-~(-;ra ""."g~•fJP-' A II ~ TOBE l/4"FlLLET,GRO!JNDSMOOTH. AP!'LYT>VOCOATSRUSTJNHIB!'IT!NG ~ fir~ /i<l>1,-r• P,,:-,"' 1,P.LF;,J:;<;;",P,P,; PRIMERAND1WOCOATSALKYDRE5!NENAMEL(LOW SHEEN)DUNN If.NE:!"-~ • IIJ.. {~11 ,<lU-~ EDWARDS#DE379UIMIDN!GHTGREEN, r&,1t{p, ft'FL PfEPATit7~i I 2. ATIACHGATEARMTORA!L WITI-!5"X1/2"CARR1GE BOLT PER ffi f!Ef!:--1: ,V ~.!:::J!l"; ~ Wil"___J MANUFACI'LJRERS SPECS. FASTENERS fO BE HD. GALVANIZED. Q~ ~ ~~ TYPICAL TRAFFIC CONTROL GATE ELEVATION ~ ,:,j.j l'l';>f -.'11Nb D ENLARGED PLAN -WEST TRAFFIC CONTROL GATE SL'll1.'JT SHOP D!lAV.li1-lG SCALE: f' = f --0" C-'1711 I ' I I / ----------- ENLARGED PLAN -EAST TRAFFIC CONTROL GATE ,--.--~ f1!,\JlNb, CJ'(j?,) ,-----+--l~71=, ~Nb•~~ TYPICAL SWING GATE OPERATOR LAYOUT SCALE: f' = 10' !<X . ""TopM, r;:,p,t.1 i.J !""l6N rtol.-S. (r:LliV'l ia,avc,,14,90 ,ADJue.i FWC.H) l=X, 7,e:>" f%cP C.fol'-I-"! t,~lfJ !.,INS, (-r,::,pof Pif'!::-S:.L.!'!i-v, Ci' t-1.H, r:,,oi;.,, ":;, I ) ---~, CONC.. i:;:;i,; \IE:., ,Apf o N Terrace Ridge SCALE: 1" = '10' C-11A ' "-'OTE: DETAIL IS TYPICAL lAWltrr FOO BOTii GATE LOCATIONS- SAME D~tENS!Oi-!S HOW TRUE FOO IIIVEl!TE!l CON!l!Tl!m SCALE: 1/2" e 1"-0" JE IPT L A N D S C A P E ARCHITECTURE ERIKSSON• PETERS• THOMS O !.:H Ea,t Cr~•n Str~~l. ?ua4,m&, California 91106 'l'elepbcme (818)795·-2008 (213)681--:w:i& F'A.X (B!5)795-l25t? 0 2745.! Calif J..xroyo, Stm Jun;, Caphtraric, CA IIU15 T,l~phone (1l-i)B61-7!21 PAX (714)24.a-2:599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA. 92660 TRAFFIC CONTROL GATE DETAILS PElll\l.lT NO, '" ,. 92-510 or :,: 0 ,. 0 L C s:: DJ m Ii 0 ~ ~ z G1 z C s:: OJ ~ ... I ___ !:fl_· '..JI / -u ! 01 0) 0 I (J) GENERAL REQUIREMENTS 1.01 CODES,. PER.\1ITS AND PEES 1.02 1.03 1.04 1.05 1.06 1.07 1.08 A Perform t•.rork in conformance \vi.th 1991 edition of Uniform Buildin.g Code and all other regulations and standa_rds of each and every governmental agency and bureau having jurisdiction over project and advise in writing of design of construction which must be specified to mitigate, shield or protect from architectural hazards. B. Obtain and pay for all permits, licenses construction taxes and fees required by City, County and State laws except general building plan check fee which will be paid by Ov.'ller. Include in contracts, necessary expenses to comply with all such laws, ordinances., regulation,. fees, ~emtlts and taxes. Arrange for all meter installations and pay for their ~ees. Provide temporary toilet facilities as required by local building code. SITE VISIT It is recommended that the site be visited prior to submission of any bid. Contractors and subcontractors will be held financially and legally responsible for accuracy of all grades, project conditions and dimensions prior to and after commencing work. Notify O\.vner in writing immediately of discrepancies found within th.; construction documents, be responsible for the accuracy of details, for confirming and coordinating all quantities and dimensions, for selecting fabrication processes·and for techniques of assembly and performance of all work in a)egal, safe and satisfactory manner, PROJECT SUPERVISION AND COORDINATION A Be responsible for coordina'ting work, including that of subcontractors. Bind workers and subcontractors bv terms of the contract as far as such terms are applicable to that work • B. Provide full~time on~site supervision by an experienced and competent superintendent in charge of the work until il:s completion. Ensure that the superintendent is on the project every day and at all times that any work is being done by any trade to ensure that .all work is being done properly and in accordance with drawings and specifications. Meet with each worker, trade or subcontractor before work is to commence and explain the job to be: done. Inspect work whkh is completed before proceeding to the next trade or phase of work 1. Before concrete is poured into forms, check to .see that forms are true and level, that dimensions are correct and that reinforcing is all in and properly placed. 2. While masonry work is being installed, ensure that it is properly started, properly raked and tooled, properly r.einforC€d and kept dean. C. Perform the work correctly the first time, spending as much time as is necessary studying drawings, specifications and project conditions to ensure this. This does not reduce the requirements that each worker and trade perform the work in strict accordaii.ce 'With drawings, specifications and schedules, GUARANTEE AND WARRANTIES A. Guarantee all work, materials and products for at least one (1} year after date of acceptance or wotk, unless a longer duration is specified within individual technical specification sections or unless a longer trade or material warranty is customary and standard. Repair or replace or .::ause to be repaired or replaced, all such defective work, together with other work which may be displaced in doing so, without additional expense, ordinary wear and tear, unusual abuse or neglect excepted. B. In addition lo guarantee:,;; and warranties, Provide materials, product&, assemblies and construction which will yield a reasonable value over a period of time which exceeds the specified or customary guarantee and warranty periods. DRAWINGS AND SPECIFICATIONS A Drawings J.:td specifications are intended to show and describe details for a complete projCct Execute parts and details not fully shown or described according to standard .and customary fradc practice and in si.rrub.r manner and spirit of details which are shown on dra-.;,vings or described in specifications. B, lf details are considered unsound, unsafe or not,within customary trade practice, notify the Landscape Architect and Owner in writing. lf work is perfonned, it will be assumed that there is no objection to the detail. Check ;iccuracy of dimt?nsions. No additional compensation will be allowed for differences between actual dimensions and those indicated on drawings. C.. Follow figured dimensions in preference to scale, and detail dr,1.wings in preference to small sc.ale drawings. Check accuracy of all dimensions in the field. Unless specifically excepted in individual technical specifications sections. do not off-site fabricate any :materials nor do any construction until verification of accuracy of dravving dimensions with actual field conditions. D. Follow specifications and written notes and schedules in preference for information furnished in the form of line drawings, Detailed and approved drnv.1ings furnished during construction are to be considered explanation and not as modifications or drawings and specification. Notes, figures and details on said detail drawings are to be executed as part of these specifications. E. Drawings and specifications are complementary and work called for on one and not the other shall be provided as though fully set forth in both, F. These specifications are divided into sections for convenience only. It is the responsibility of the Con!:rador to determine trades or workers responsible for all items for a mmplete project These specifications include major infom1ation. In the absence of information, secure the review and approval of materials, products and systems by the Landscape Architect and Owner. It is assumed that all persons and companies proposing work on this project are skilled in the interpretation and use of drawings and specifications and have found these Contract Documents free of ambiguities sufficient for bidding and successful construction purposes or have notified the Landscape Architect in VvTiting of such ambiguities. G. Dangerous Products: Products specified ln these specifications or on drawings have been selected for their appropriateness in desiip-t. Th~ Landscape Ar<:'hited has not researched each and every matenal, prodw:t and system in detail. It is the responsibility of each worker, trade and Contractor to obtain information necessary relative to potential dangers due to toxic gases, smoke, flammability and other potentially harmful characteristics and submit information on such characteristics to the Owner prior to purcht".sin_g and install such, LIS'IS AND INSURANCE A. Provide Owner with certified waiver of liens by all subcontractors and suppliers. B. Provide evidence of obtaining and causing to maintain public liability insurance, property damage insuranr:e and fire insurance for the duration of the project and until request for final payment C Carry thE; following minimum insurnnce: 1. Public Liability and Property Damage Insurance 2. Statutorily required Worker's Compensation Insurance. LANDSCAPE ARCHITECT A Landscape Architect will consult with and advise the Owner, Landscape Architect may observe construction and n_!nder interpretations necessary for the proper and timely execution of the work. ' B. Landsc<'lpe Architect nor the Owner will be responsible nor have control or charge over the acts or omissions or construction means, methods, techniques, sequences or procedures, or for safety precautions and programs, or the Contril!:tor, workers, trades, suppliers or any of their agents. or employees, or any other persons performing any of the work. CHANGE ORDERS Owner or a.ny Contractor may request extra work or changes by altering, adding to or deducting from the work, the contr.acl: sum being adjusted to their mutual satisfaction. Before any extra work or changes are effected, the party requesting the extra work or changes must formally present the other party with a proposal for any added or deducted snm for their approval. 1.09 TEMPORARY FACILITIES A. Erect and properly maintain at all times as required by conditions and progress of the work, all necessary and required protective barricades, fences and other safeguards for the protection of workers and the public. Construct and locate these barricades and fences as determined by local authorities, codes and practices. B. At all times during construction or erection of project or its component parts, prior to completion of the structural frame or olacement and permanent connection of component members to the' structural frame, provide, install and maintain properly designed and constructed temporary bracing of adequate strength to prevent dislocation., distortion, cracking, falling-off, ar any other damage to the work or any of its component parts due to foreseeable normal excessive winds and earthquake forces, ""ithout additional cost to Owner. Repair or replace at nc added cost, damaged portions oi work or component parts. C The design, adequacy and safety of erection bradng, shoring, temporary . supports, etc. is the sole responsibility of foe workers and contractors, and has not been considered by the Landscape Architect. The Landscape Architect, in his site visitations will not include inspections of these items. L 10 51JBSTITIITION5 , A. Submit ~,ubslitulions of materials or met.hod& proposed to the ().Hner in writing for approval or denial. Request these substitutions at the fol.lowing preferential times, but in no case at such a time that Contractor, 0\-vner and Landsc.ape Architect's review time would delay the project: during bidding period; 15 working days prior to latest ordering date. Substitutions will be approved only if materials or methods are demonstrably superior in quality. Manufacturer's literature alone may not be sufficient evidence or proof of superiority. A request for a substitution constitutes a representation that workers and contractors. waive alt claims for additional labor or materials or products, B. If more than one rn,ntufacturer is specified in these specifications, it is the Contractor's option to select the-one which he may desire to use. If more than one finish or style is available in the item specified, the Contractor is obligated to allow the Owner to make a selection. No substitutes shall be made without the Landscape Architect's and the Owner's approval. 1.11 CLEAN-UP AND REMOVALS A. All contractors are responsible for the daily removal of ail accumulated debris resulting from their work that day. Lawfully remove all scrap, debris and other-excess material'> from ,the site, or as otherwise may be directed. D. At completion of work, protect work and finishes from damage by other trades or contractors. After completion of project, remove protective materials and then clean all for acceptance by Owner. C. Ensure that all materials or products required to be operational are operational. Make necessary adjustments for correct operation prior to sc..h.eduled Owner acceptance. DECOMPOSED GRANITE SECTION 02512 PART 1-GENERAL 1.01 DESCRIPTION A Related Requirements: Review the General Contract Condition:- and Division One, General Requirements, which contain information and requirements iliat apply to this Section. B Work Refn.ted: Provide decomposed granite paving, complete as shown, and as specified. C Related Work in Other Sectiuns: Irrigation -Section 02810 Planting -Section 02950 1.02 QUALITY ASSURANCE A Rules and Regulations; Perform all &erk and use materials which are in lull accordance with latest rules and regulations of safety orders of Divisions cf Industrial Safety and aff other applicable laws and regulations cf the City of Newport Beach, California. . C Applicable St<1ndards: Any reference shall mean the current or latest editions as described, "Standard Specifications": Standard Specifications of the State of California, Business and Transportation Agency, Department of Transportation, CALTRANS. "ASTM": American Society for Testing and Materials. Coordi11atio11: Be responsible for the proper installation of all site improvements by other trades which are all or in part embedi":l.ed, built~ir,, abutted to or covered over by the crushed stone paving, Insure that such \.VOrk in completed by them in ample time that progress of the work is not delayed. 1.03 SUBM!TT ALS 1.04 A Samples and Product Data: Submit the following Hems: 1. Decomposed Granite: One pint for each size and color range. 2. On~5ite Sample: One (1)~4 ft. x 4 ft, x thickness shown on Drawings. B, SubmitM! Schedu.le: All products in this section \Vhich is required for submittal shall be included in one Division 2 submittal package. FINAL ACCEPTANCE: Decomposed granite paving will be accepted by the Landscape An:::hltect upon satisfactory completion of all work, and in conjunction with Final Acceptance of al! landscape paving work. PART2-PRODUCTS 2.01 DECOMPOSED GRANITE A Physical Properties: 1. Fine Aggregate: Sieve Size #4 #30 #200 Sand Equivaier.t 2. Course Aggregate: Sieve Size 3/8'' #100 #200 3. Colar: Tan or Buff PNcent Passing 95-100 30-50 5-15 38 Minim.um Percent Passing 98-100 0-25 0-15 B Supplier: "California Gold Track Fines'' by Felton Quarry, Felt~n, CA 95107; Td-(408) 3354934, or accepted equaL 2.02 SOIL STERILANT: OxycU Ureabor as manufactured by Best Products Divislon, Occidental Chemical Company, Lathop, CA 2.03 POR1LA.'lD CEMENT: ASTM C150, Type ! or IL 2.04 CONCRETE MOWSTR!Pc Sec Section 03310 2.05 WATER Fresh, dec1n, potable wale~ as furnished by Contractor. _J_ PART 3. EXECUTION 3.01 SU!lGRADE PREPARATION A Verificntiou of Subgrades; Verify that subgrades have been rough graded to lines and grades to within 0.10 ft. to accept (2) (4) in. deep crushed stone paving. B Compaction; Compact subgrade to minimum 90%. C Soil Steriiant; l. 2. 3. 4. Mixinc: Mix soil sterilant in sprayer tank with clean water according to manufacturer's latest printed specifications. Use sprayer which will apfly the solution uniformly, without disturbing the soi . Solution Rate: Apply to dry soil surface at 150 gallons per acre. Do not apply when wind velocity exceeds 10 mph or during or after ram, Spray Solution: Shake or stir prior to each applicationS'. Overspraying: Avoid spraying on walls and areas lo receive planting. 5. Depth: Immediately after application of spray solution, thoroughly incorporate the solution into the soil to a depth of 2 to 4 in. per manufacturer's recommendations. 3.02 AGGREGATE SUBBASE A P!ac1,.7nent: Spread aggregate subbase over thoroughly~compactcd subgrade, in conformance to Section 26 or the Standard Specifications. Compact by roller or tamper. 3.03 DECOMPOSED GRANITE PAV!NG A Gene.rat Install all cement-stabilized crushed stone work true to grade, 'properly coinciding with adjacent work and elevations. Provide a finished surface uniform in texture and appearance. Do not permit finished work to vary more than 1/8 inch in 10 ft from true profile and cross section. B Mixing: 1. Gem:rai: Paving shall consist of a mixture of decomposed granite, cement and waler1 thoroughly mixed bv revolving blades or rotary drum or continuous· mixing at the option of the Contractor. 2, Cement: Add Portland ·cement to decomposed granite at a minimum of 5% by weight of the dry fines. Increase the amount of cement as required to provide a com.presi:.ive strength of not less than 500 psi at s;;ven days as determined by testing prncedure. 3. Water; Adjust quantity of water added to the mixture to permit maximum compaction cf the materials when placed on the subgrade, C Installation: D E F I. 2. 3. 4, 5. 6. Subbase: Thoroughly dean subba:::e of all debris, loose dirt and other extraneous materials before installing decomposed granite. Do not inst.!!11 decomposea granite when subbased is wet or muddy. Compacting: Thoroughly compact to 90% by approved method. Aggregate base should be compacted to 95% minimum. Confllmillated Areas: Do not permit mixture to contaminate planting areas. Clean up immediately any mixture spilled on adjacent paving. Grading: When surface areas h,we b.zcn rolled and it becomes necessary to add a thin layer of material to bring the surface to grade, the previously roll~d or compacted area shall be raked to provide a bond w1th the added material. , Application Time: Not more than 1~1/2 hours shall elapse ben.veen the time water is added lo the aggregates and cement, and the time of completion of final trimming and compaction. e,, Finish Pavins Surfaee: Provide a uniform texture-and color and without a cement mortar film on the exposed surface. PROTECTION: Protect the paving against traffic, injury or defacement, or damase by rain during cu.ring period and subsequent constructrnn operations until Fina1 Acceptance. Curl/1.g: After installation, keep moist for a period of 7 days. . AP. ply water in a fine mist or spray and in such a rrw.nner that 1t wtli not damage the finished surface. Damaged or Defective Jnstallatiort: Repair and replace in accordance with these Specifications at no additional cosi to Owner. 3.05 CLEAN-UP A B Keep all areas of work clean, neat and orderly at all times. Keep all adjacent planting areas dean during paving <Jpt~rations. Remove from the premised all surplus material,s tools, equipment, rubbish and debrls resulting from the work at no expense to the Owner. SiIE FURNISHINGS SECOQN il2il70 PART 1 -GENERAL 1.01 DESCRIPTION A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and :requirements that apply to this Section. B, Work Induded: Provide benches, picnic tables and prefabricated gazebo structure. C Related Work in other Sections: Planting M Section 02950 Site Concrete -Section 03310 1,02 QUALITY ASSURANCE A, Applicable Standards:Rcview by Owner and Landscape Architect.: B. Compatibility With Adjacent Materials: Verify tb.at all site furnishings are compatible with adjacent site improvements by Others, and that their installatiortshall not adversely affect either the site furnishings of existing or proposed site improvements. 1.03 SUBMITT ALS A. Product Data: Submit manufacturer's current literature for the following items: 1. Color, finish and size for each type of furnishing. 2. lnstaHation instructions and recommendations for general maintenance. B. Shop Dmwiugs: Gazebo installation C. Submittal Schedule:i All products in this section which is required for submittal shall be included in one Division 2 submittal package. ' 1.04 2.01 2.02 2.03 2.04 3.01 3.03 3.04 T PRODUCT DELIVERY, STORAGE A.l\!D HANDLING A. 13. C D. Labeling: Furnish a_H materials in manufacturer's unopened, original containers, bearing original labels showing quantity, description and name of manufacturer. Delfoery: Deliver and unload at the site on pallets and bound in such a manner that no damage occurs to the prpduct. Storage; Store products in a manner which will preclude all damages. Damaged materials will be rejected. Remove all damaged materials from the job site immediately, and replace at no cost to Owner. Handling: Furnish suitable equipment to locate all site furnishing materials carefu1lv and efficiently. Lift materials using lifting in:;;erts provided by manufacturer where applicable. PART 2 • PRODUCTS 2.0I MANUFACTURERS: Cedar Forest Products Company 107 West Colden Street Polo1 Jllinois 61064 Tel (815) 946-3994 Area Representative for Cedar Forest Products: Hanson Associates P.O. Box 2096 Orange, California 92669 Tel (714) 258-1616 Victor Stanley, Inc. Dunkirk, Maryland 20754 Tel (301) 855-8300 Area Representative for Victor Stanley: Site Schemes Santa Ana, CA Tel (714) 557-8010 PREFABRICATED GAZEBO STRUCTURE: Prefabricated Gazebo structure as manufactured by: A. Manufacturer; Cedar Forest Products Company B-. Item: #SH-20 20' Summerhaven Gazebo, 6" x 6" x 8' Solid Southern Yellow Pine with Laminated Columns. Primed Steel base shoes, 4"x Douglas Fir rafter frame, Cedar Fascia, 2" x 6" Southern Yellow Pine tongue and groove decking, gazebo to be delivered without shingles. C Building material package shall be as designed and manufactured by Cedar Forest Products Company and specified herein, Any changes or departures from design s.hall be explained and documented by complete engineered drawings of a registered structural engineer at least seven days prior to the bid date. A1so, bidder must be a reputable manufacturer of pre~ rut buildings for at least two years, and must be able to show a completed building of the type specified if requested by the owner. D. Support Columns: Nominal 6" x 6" Southern Yellow Pine, Structural Grade C.CA. pressurcMtteated to .40 cubic foot retention, 30 year warranty. Prebuilt decorative molding applied. E. Laminated Colum,ts: 5 1/8" x 5 1/2" manufactured to ANSI- AITC-A190.l 1983. CCA Treated. ' F. Base Shoes: Wood column anchored with a steel baseplat~ 5" x 5" x 51/4" steel plate, prime coat. Anchor bolts not furnished. G, Hip Rafters, Perimeter Beams, and Purlins: Select Structural Douglas Fir beams, pre-cut and sized according to gazebo size, H. Roof Decking: 2" x 6" Southern Yeltow Pine, select sound tight knot grade, kiln ddC>d, tongue and grooved wHh vee grooves on the finish side. To be laid controlled random pattern over all spans, each piece resting on at least one truss, No pre~cut. L Shinglt•s: Shall be Supra-Sfa.te II as manufactured by Supradur Corp., Rye, NY (800) 223-1948. Shingles to have staggered butts and be installed per manufacturer's specifications, Shingle colors to be random and be the following colors; Bangor Black, Pennsylvania Grey, and Vermont Green. J. Fasda: 2" x 8" sound tight knot, 1" x 12" sound tight knot, kiln dried Western Red Cedar, L. Compression Ring: Pre-built l/ 4'' cold rolled steel, prime paint one ;;oatf sized for span. PICNIC TABLES: A. Manufacturer: Victor Stanley, Inc. B. Finish and color: Clear stained all heart redwood C. Model: CP-41 four sided table with 3' square tabletop and 4" x 4" red.wood members. D, Concrete Footing: As shown in detail and per manufacturers recommendations, BENCHES: A. Manufacturer: Vidor St""nley, Inc, B. Finish and Color: Cle,;i:r stained all heart redwood C. Model: Model 24, Homestead Series, 6' length with in~ground mounting. D. Concrete Footing: As shown in detail. CONCRETE FOOTINGS: See Site Concrete: Section 03310. PART 3 :.EXECUTION GENERAL A. Accept(ll!Ce: Do not install site and street fumishingf. prier to acceptance by Landscape Architect of area to receive such materials. B. Locati:ms:fnstaU as directed and as shown on the Drawings, CONCRETE FOOTINGS A. Luyout: Accurately layout all footings as called for in th€' Drawings. ?:L lnstallatioli: Excavate form as required and fill for footings .1s spedfied 'in "Site Concrete: SticHon 03310". CLEAN~UP A. Keep aH areis of work dean, neat and orderly at all times. B. Clean up and remove ail debris from the entire work area to satisfaction of Landscape Architect prior to Final Acceptance. S[IE CONCRETE SECTION 03310 I' ART 1 -GENERAL 1.01 1.03 1.04 DESCRIPTION, A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. B. Work Included: Concrete footings for Site Furnishings Concrete walks Concrete Mow.strips C Related Work i'n Other Sections: Site Furnishings -Section 02870 QUALITY ASSURANCE, A. Applicable Standards: All references to the "Standard Specifications", "ASTM", or "ACI" rrumu<i.lS sh.:.11 mco.n the current or Ia.test editions as described below. Standard Specifications -Standard Specifications of lhe State of California, Business and Transportation Agency, Departml:!nt of Transportation, CalTrans. ASTM -American Society for Testing and Materials. ACI ~ American Concrete Institute, Manual of Concrete Practice. Percent Compaction: ASTM D1557, percentage cf the maximum in-place 1.fry density of the same material as determined by Soils Engineer, B. Coordination: 1. Coordinate aU items of other trades to be furnished and set in place. 2. Insure that such portions of their work are ail or in part embedded, built~in, attached to, supported by or covered over by the concrete work are executed by them in ample lime that progress of the work is not delayed. 3. Do all cutting or patching made necessary to comply with above injunction, 4. Coordinate proper installation of all accessories embedded in the concrete and for the provision of holes, openings, etc., necessary to the execution of the work of the trades. C. Lines and Leveis: A licensed surveyor or registered civil engineer shall layout and establish all lines, levels, grades and positions of all parts of the work. D. Inspection: Special inspection and testing shall be provided for .:l.ll structural concrete where required by Section 306, Uniform Building Code; and per this spedfkation. E. Staff: For fabrication and installation of work use only personnel who are th.oroughly trained and experienced in the • skills required, have installed similar applications of the sp~dfied products within one year prior to beginning work of Utl:i section, and who are completely familiar with the manufacturer's recommended methods of installation as welt as the requirements of this work, Sti!lMITT ALS, A. Concrete Mix Design(s): Provide three copies of concrete mix design for each proposed concrete type and use. 1. General: a. All concrete mixes shall be proportional and designed in acrordance with ACl and Uniform Bullding Code, b. All mixes shall be designed for ready mix transported concrete per ASTM C94. c. The Conlractor shall employ an independent Testing Laboratory to take samples of aggregates and to prepare design mixes. Proposed design mix shall be submitted to tlie Landscape An;:hHecl for review 'prior to placing concrete, d. Proportions of aggregate to cement for concrete shall be such as to produce a mixtur:e which will work readily into Li.e comers and angles of forms and around reinforcement without permitting segregation of materials or an excess of free water collection on the surface. The methods for measuring concrete materials shall be such that the proportions can be accurately controlled and easily checked during L.l.e progress of work. 2. Mix Characteristics Footing: a_ Maximum aggregate size: 11/2" max. b. Compressive strengfr,: 2500 psi c. Slump: 4 inch maximum d. Cement ratio: 5.5 sack D. Materials List and Documeati?tion: 1. Accompanying shop drawings, provide written list of an proposed materials, including forming, curing, concrete, tie rods, rebar, and related products. 2. Provide certification documentation as required below. 3. Provide three (3) samples of each aggregate and sand proposed for use in the concrete mix. E. Test Dafa: Subffiil copies of all laboratory tests and reports of all materials. TOLERANCES FOR EXPOSED CONCRETE: A. General: Variations below list the maximum permissible devi,)tions from established lines, grades and dimensions for all exposed concrete. B. Variation from Plumb: 1. In the lines and surfaces of walls and pavements: In 10 feet, maximum 1 / 4 inch 2. For exposed ·corners, control~joint grooves and other conspicuous lines: a. b. In any 20 feel, mar..imurr, 1/4 inch In any 40 feet or more, 1/2 inch ..,i.DSC4pf R. H OfflWO -,,,~.;;:;;:-,;; ff V LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS I _'if 1214 Eru!t Green Stred, Pu1.de!U.C~lifomi.t 9!106 Tdcphoric (818)795~200& (213)631•.H-03 F,U: (SHI) 795.2547 '([ 27461 Dile Arroyo,S.mJuinCapinnno, CA 92675 '!Hcphone (71-4) 661-7127 FhX (7!4) 248M2599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 CONSTRUCTION , SPECIFICATIONS 'ob No, 92-511 Ch,d,td Shm CC-il8 0/ 35 ! I: : z C $ IJJ m JJ z C s [I] il l) I U1 -0) 0 I (/) " 'I-------, ,, 7 0 :rJ l> ':§: z GJ LOS C. Variation from the Level or from the Grades slww1t ·per Civil Engineer Drawings: L In pavements: a. In any 10 feet, 1/4 inch h In 20 feet, 1uaxim.um 3/8 inch c In 40 feet or more, 3/ 4 inch 2. For exposed joints and ot..¾er conspicuous lines: a. In any 2D feet, maximum 1/4 inch b In 40 feet or more, 1 /2 inch D. Variation in Cross~Sectional Thickness of Slabs and Wl;Us: 1. Minus 1/4 inch 2. Plus 1/2 inch E. Varintion in Radii: In radii of 30 feet or more: a. In any 20 feet, 1 /2 inch b. In any 30 feet, 1 inch F. Testing Laboratory Services; 1. Perform all required tests and coordinate all efforts wiih the designated testing laboratory. 2. Cooperate with testing laboratories to permit proper testing and inspection procedures. G. Responsibility of the Contractor: The Contractor shall be solely responsible for the structural adequacy of the forms, ties, shoring, and bracing. Any requirements given herein are mini~um for appearance purposes only, not to be considered as structural design. Dampproofing material: 12 inch X 12 inch sample panel. H. Test Dma: Submit copies of all laborJ.tnry tests and reports of all materials. ANALYSES OF SAMPLES AND TESTS: A. Samples: Select a qualified testing laboratory to take samples for te-sling during the course of the work as considered necessary. B. Cost of Testing: Paid for by the Owner. C. Notifiwtion: Notify the designated laboratory in sufficient time to allow taking of samples at time of pour. D. Rejected Materials: Remove off the site all concrete below specified strength. E. Cost of Removal and Retesting: Pay for full costs of removal of rejected concrete and its replacement with concrete of specified strength and retesting. 1.06 PROTECTION: 1. Deliver, store and handle all products in a manner to preve!lt damage and deterioration. 2. Store all products, including reinforcing, off the ground on pallets, blocks, or other devices. 3. Use all mezms-necessary to protect the installed work and materials of all other traicies. 4, In the event of damage, immediately make all repairs and replacements necessary tc the approval of the Architect and at no additional cost to tl}e Owner. .,,,, J,07 HNAL ACCEPTANCE: A. Reviw Date: Make a written request for review for Final Acceptance at leasl five (5) working days in advance. B. Completion: Work will be accepted upon satisfactory completion of an sile concrete work. C Responsibility: Upon Final Acceptance, Owner will assume responsibility for maintenance of the work. l'All.T2· PRODUCTS 2.01 CEMENT: ASTM Cl50. Type l or !l Portland Cement 2.02 BASE COURSE: 1~1/2 in. maximum size broken stone or crushed gravel. 2.03 COARSE AGGREGATE A Description: ASTM C33, hard, dm:able, uncoated, washed, graded, deaned and screened cm.shed rock or gravel .aggregate fo, regular weight concrete. Do not use crnsher-run stone or bank- run gravel. B Grading: Do not use aggregate which has a maximum size e~ceeding 1/5 of the narrowest dimension between. sides of forms of the member for which the concrete is to be used, nor larger than 3/4 of the minimum dear spacing between reinforcing bars. Do not use coarse aggregate which exceeds 3/ 4 in. for paving. 2,04 FINE AGGREGATE A Descriptioii.: .,\$TM C33, dean, hard and durable sand. Do not use sand coated with injurious amounts of silt, loam, day or other deleterious matter. B Grading: 45-70 15-30 3. 8 2.05 ADMIXTURES Sieve Size # 17 # 50 #JOO 1. Admixtures shall comply with ASTM C494-82. 2. Admixtures must be included in mix design and approved by the Architect. 3. Use of calcium chloride is prohibited, 2.06 2.07 2,08 2,09 2.10 A. B. C. D. E. F. G, 2.11 A. 2.12 REINFORCEMENTS A. Reinforcing Bars: 1. ASTM A615 Grade, 60 deformed billet•steel bars, dean and free from rust, scale, or coating that will reduce bond. 2. Provide reinforcing bars #3, #4 as shcrwn on the drawings. 3. Provide heat number and mill analysis for all reinforcing. B. Reinforcing Supports: 1. All horizontal reinforcing shall be supported on approved chairs or supports. 2. Provide metal or p:recast concrete block bar supports at all slabs on grade. C. Dowels for Expansion Joints: ASTM A615, smooth, billeHaeel bars. D. Tie Wires: 16 gauge minimum black anneakd, WATER: Clean, potable, concrete mixing water free from injurious amounts cf salts, oils, acids, alkalis, organic materials or other deleterious matter. AIR ENTRAINMENT: ASTM C260, air-entraining admixture. EXPANSION JOINT MATERIALS, A. General: 1. • AH joints shall be located and configured as shown in the drawings. 2. Depth of ail joints shaU be as required by the slab or wall thickness and as detailed. B. Backer Rod: Closed cell foam backer rod of the size recommended by the Manufacturer for the joint sealant. C Joint Sealant: Padfic Polymers, PRC, or approved equal to be two-Pan,gun~grade, polyurethane with a Shore 'A' hardness of not less than 45 after 72 hours. D. Pre-molded joint Filler: Closed cell plastic joint filler, containing no impregnated petroleum products. E. Bond breaker tape to be as recommended by sealant man ufocturer. F. Color: To match adjacent concrete surfaces. FORML\JG MATERIALS General: 1. AH materials and techniques shall conform to ACI 347 and as specified. 2. Use of metal, fiberglass or other fonning mat~rials acceptable with prior review by Landscape Architect. Wood Forms: l. Wood: a. Exposed concrete surfaces: Plywood, 54S, PSI; B face on contact side, Ext, Grade, Douglas Fir, Class l; not less Ll-un 5/8 inch thick Mill oil or resin coat both surfaces at factory and seal edges; use type that will not stain or leave residue on concrete, b. Unexposed concrete: Board k,irms or plywood as specified for exposed concrete surfaces. Board forms; Douglas Fir, sound, good quality, and free from loose knots; not less than 3/4 inch thick. 2. Plywood forming: a. Concealed portions may be . .<\PA rated B-B Piyform, exterior grade. b. Exposed portions shaU be APA rated, medium density overlaid, exterior grade. Radius Concrete Forms: 1. To be assembled in pieces representing the radii required to perform the work. Shop cut and assemble when possible. Fonning Sy$tem: 1. Unless noted otherwise, system shall be selected by Hte Contractor, and shall be suitable for providing concrete that meets specified tolerances and criteria. 2. Planter walls shall be formed using Burke Penta-Tie system or equaL 3. AH conce<1led form tie holes shall be filled with Burke SnaPlug, mortar fill, or approved equaL 4. AH exposed form tie holes shall be filled with Durke SnaPlug reveal type. Form Release Agent: Shall be Euclid Chemical Co. F.ucoslip, W.R. Grace's Formfiim, Noxcrete's Pre~Form, or approved equal. Form OH: Nonstaining mineral type. Forni Inserts for Corners, Rustication Strips, and Similar Applications: 1. Durke or equai, PVC plastic, size and configuration as shown on drawings. 2. Provide minimum 3/4 inch face chamfered corner as all inslde and outside comers of all oonnete exposed to view. CURING COMPOUNDS: General: 1. All components shall comply with ASTM C-309. 2. All compounds shali be currently_,approved by the EPA for use, 3. Verify compatibility of compounds with all subsequent operations 4. Materials shall be Noxcrcte or approved equal. OTHER PRODUCTS: Provide all other prod ucls necessary for complete installation and operation. Such products shall be subject to the review of the Landscnpe Architeci.. PART 3 • EXECUTION 3.01 GlZNERAL: A. Surface Drainage: 1. Provide for positive drainage on all concrete paving surfaces. 2. Report in writing any discrepandes or omissions on drawings and conditions on the site which would prevent proper drainage. Do not pro<:eed with installation in areas of discrepancy until all such discrepancies have been properly resolved. 3. Ne "birdbaths" or other surface irregularities wiU be permitted. Properly correct irregularities. B. Securement; Use templates for all anchor plates, bolts, inserts and other items embedded in concrete. Accurately_sccure so that lhey will not be displaced during placing of concrete. C Prior to installation of concrete, carefully inspect the installed work of all other trades and verify that aH such work is complete to the point where this installation may properly commence. ' D. Verify that all work can be installed in strict accordance with all pertir.1;:nt codes and r2gulations, the original design,-reviewed submittals, and manufacturers' latest printed recommendations. 3.02 LAYOUT PREPARATION: A. Proicction: 1. Protecl and maintain all existing reference elevations, benchmarks, and other datum points. 2. Protect all utility and se~vice stub-outs from damage. B. 'Verification: L Verify elevations, dimensions, and alignment wilh work specified in other sections and done by other trades. 2. Identify, verify, and coordinate placement of piping and conduit sle~ves through and under concrete. 3, Identify, verify, and coordinate the location, dimension, .:,nd requirements of all recesses, block•outs and other site provisions. 3.03 BASE COURSE: Compact as per Soils Engineer's geotechnicat report and recommendations. 3.04 CONCRETE INSTALLATION: 3.05 A. General: 1. Concrete Strength: Minimum 28 day compressive strength of 2,500 psi. 2. Transit Mixed: AU concrete shall be transit mixed in accordance with requirements of ASTM C94. 3, Time: Concrete shall be mixed for 10 minutes minimum, Concrete mixing shall continue until concrete is completely discharged, Minimum of mixing time shall be 3 minutes at the job site. 4. Wain: Under no circumstances shall the Contractor add water to the concrete mix, .:,. Standard Specifications: Applicable requirements of Section 51, "Concrele Structures," and Section 90, ''Portland Cement Concrete", except as modified herein. 6. Concrete shall be rejected if not placed within 45 minutes of adding water and admixtures. 7. Under no drtu.mstances shall the Contractor add water to the concrete mix . 8. Slope all slabs to drains, depressions, or other components as shown on the drawings, D. Pincemwt: L Pla<"e all concrete in accordance with ACI 318. 2. Once concrete operation has begun, H shall be continued until the specified panel, component, or section is complete. Use of cold joints is not permitted without specific prior approv;,.l of the Landsc.lpe Architt:ct. 3, Concrete shall not be placed in water, and water shall not be permitted to rise over concrete prior to final set. 4. Do not place concrete until all reinforcing, sleeves, and conduits am in place and properly fastened or covered. 5. Clean and coat all forms prior to placement. 6. Deposit concrete as dose as practical to its finai positlOn. 7. AH concrete shall be consolidated with the aid of approval mechanical vibrating equipment. Intensity of vibration shall be sufficient to thoroughly compact concrete. The concrete shall be com pactcd and worked in an approved manner into all comers and angles of the forms and around reinforcement and embedded iteins. C. Hot Weather Requirements, L All concrete shall be placed in compliance with ACI ManuaL 2, The maximum placing temperature of the deposited concrete shall be 90 degrees F. 3. If weather conditions would cause the concrete temperatures, when deposited, to exceed 90 degrees F, the mix shall be cooled by wetting the aggregate or by other appropriate methods. Revise mix design as necessary and obtain approval by the Landscape Architect. FORMWORK INSTALLATION: C A. General: 1. Construct forms accurately to dimensions, plumb and true to line and grade as shown on the drawings, subject to tolerances defined in this specification. Use forms that are substantial, mortar tight, braced and tied f.O as to maintain position and shape during placing of reinforcing and concrete. • 2. Wavy surfacc"s and bU!ged walls or slab surfaces resulting from settlement or springing pf formwork will be rejected. 3. 4. Carefully verify and ch?ck an forms for alignment and leve~ as the work proceeds. Promptly make all needed adjq~tments or additional bracing. DP"'i,.. . ..t construct formwork based oli .,endations described in ACl 347" _on.tractor is solely responsible for selection, design, and coordination of formwork system, including determination of all loads, opcrntions sequence, safety factors, and other forming aspects, 3,06 B. Construction Joints: Construct and assemble forms in such a manner that joints occur at accepted locations. C. Details: Take extreme care in all details of forming, setting and reinforcing, Except where tooled corners are indicated, provide all exposed concrete finish work with smooth, ever. surfaces of dense concrete with clean sharp arises and outside corners. D, Earthforms: L As accepted, use earthforms for footings only where soil is firm and stable and concrete will not be exposed, Cut excavations neatly with accurate sizes. 2« Extend wood forms for all exposed concrete at least 6 inches below finish grade. 3. Do not disturb earth at bottoms of excavations for footings or foundations; maintain these areas free of water, properly cleaned and leveled off. 4. Compact per requirements of the ACI building code. Do not place concrete on uncompacted fill. E. Coordination: After forms have been placed and accepted, insi1re thM al.\ ether tradP.s have been properly rtotified and are given sufficient time to complete instaliation of their work. F. Recesses and Openings: Provide as shown on the Drawings or as may be directed at the site, G. Rt•inforcing Steel: Install progressively with work of other trades. Coordinate each other's schedules so as to avoid disturbing or moving work already installed by one trade to admit the work of another. H. Responsibility: Each frade shall be entirely responsible for proper installation and securing of the work during placing of concrete. I. J. Prior to Pouring Concrete: 1. Thoroughly dean out all forms to be used. 2. Thoroughly wet wood forms as required where form coatings are not used. Exposed Concrete: 1, Install formwork so iliat mortar leakage is minimized, Provide foam edge stripping at panel edges to prevent grout fins, ridges, and other defects, 2. Stagger all joints in forming panels. 3. Align all wall form ties symmetrically about the center of the panel, both hodzontaHy and vertically. 4. Verify dimensions immediately prior to pour and adjust as necessary. 5. Apply form release coating prior to placing reinforcing. Form coating shall not leave film or deposit on finished surfaces. 6. Apply retarder coating to all exposed concrete designated as sandblasled. Apply per manufacturer's latest printed instructions. 7, Maintain all forms in dean and satisfactory condition, Do not use forms with surface defects that will result in surface irregularities, K Footings: • 1, Inst.ail formwork as required to maintain dimension and elevation during concrete placement 2. Construct to tolerances required in this specification. 3, Prepare subgrade and compact per Soil Engineer's geotechnical report. L. Lmbedments: 1. Comply with ACI 318, regarding placement and material requirement:,;, 2. All embedded items shall be aligned and braced with templates or other devices to prevent movement during .:oncrete placement. 3. Do not embed aluminum materials of any type without approved corrosion coating. M. Removal of Forms: 1. Do not remove supporting forms or shoring until concrete has sufficient strength to carry its ovi:n weight and other loads upon it. 2. Remoire forms only after concrete has properly set and without damaging concrete. 3. In no case shall fonns be removed from exposed, sandblasted concrete components in less than 24 hours, and as required by coating manufricturer. 4. rn no case shall forms be removed from soil retaining type walls until concrete has cured a minimum of 48 hours. For soil retaining type walls over six (6') foet, forms shall nol be removed for a minimum of 60 hours. REINFORCEMENTS: A. Fabricai'ion: 1. Bends shall conform to bend dimensions defined as standard in accordance with details in the CRSI Munual of Standard Practice, unless otherwise noted. 2. Bars shall be bent rold, and shall not be bent or straightened in a manner that will da1nagt~ the material. 3, Bars shall be fabricated within the tolerances shown in the CRSI manual of Standard Praclicc-. 4. Welding as an aid to fabrication and/or installation will not be permitted except i!S specifically shown in the drawings, or as authorized by the Landscape Architect. B, Supports: Accurately and securely fasten or support reinforcements to prevent displacemeftt before or during pouring. Hang footing bars from forms. Support wire mesh wHh suiti\blc metal cr.1.dles. C Rei11forceme1tt Splices: D 1. Splices at reinforcement shall be per ACI 318, minimum lap shall be 12 inches. 2. When required or permitted, welded splices of reinforcement bars shall conform to AWS Dl.4. Pin.cement: Clear., bend and place reinforcemertt per recommended practices of ACI Manual of Concrete Practice. 3,07 C. 3,08 3,09 3.10 3.11 2. Reinforcement shall be ptaced within the tolerances given in AC! 117. 3, Move reinforcing bars to avoid interface wiLh. other reinforcement, conduits, or embedded items. Do not exceed specified placing tolerances. 4. Provide a minimum of two (2") inch concrete cover around and over all reinforcing. 5. Bars shall be securely-tied to prevent displacement. All bars shall be tied at crossing contact. All dowels shall be secured in place before depositing concrete. 6. Welded wire fabric shall be furnished in flat sheet5 only. 7. Reinforcing bar~ partially embedded in concrete shall not be field bent, except as shown in the drawings or permitted by the Landscape Architect. 8. All horizontal reinforcemeflt including welded wire fabric, shall be supported on specified supports. Use of "hook and pull" method for welded wire fabric is prohibited. 9. Place reinforcing protective caps ,over all exposed reinforcing for sa.fo!y of all perscinnel. JOINTS: A. General: 1.. Install joints as detailed on the Drawings. 2, Form in fresh concrete using a jointer to cut the groove so that a smooth uniform impression is obtained. 3. Locate all joints on the forms prior to placing concrete. 4. All intersecting joints are to stop deanly at points of intersection. Overlapping of joints into unjointed concrete panels is not permitted. B. C011structio11 Joints: 1. All construction joints shall be formed. 2. No construction Joints or cold joints are allowed in vertical pours except at approved. reveals or other locations. 3. Tool all concrete edges at slab construction joints. Exptmsiot: Joi11ts: 1. Locations: Provide joints at locations and intervals shown on the Drawings, and where concrete paving.abuts buildings, curbs, or other structures. 2. Placement: Place joint materials with top edge 1/2 inch below the paved surface. Securely hold in place to prevent movement. i Forming: Form joints and other edges in the fresh concrete using an edging tool to provide a smooth uniform impression, Strike all edges before and after brooming. 4. Thickness: Provide material full thickness of slab or wall holding top of material 1/2 inch below finished elevation, 5. Sealing: After the curing period, carefully dean expansion joints and fill with joint compound to 1/4 inch below adjacent paved surface. Avoid spilling on paved surfaces or overflow from join!.. FINISHES: A. Broom Finish: 1. Obtain by drawing a stiff bristled broom across a floated finish. 2. Direction of brooming to be perpendicular to direction of work or as shown on Drawings. D. Steel~ Trowel Finish: L .4.fter surface water disappears and floated surfaces have sufficiently hardened, steel•trowel to a smooth surface. 2. After concrete has set enough to ring trowel, retrowel to a unifonn smooth finish, free of trowel marks or other blemishes, Avoid excessive troweling that produces burnished areas. TESTING: A. Grneral: 1. All testing shall be paid by the Contractor. 2. Cylinder tests shall be per ASTM C39. 3. Cylinder tests shall be prepared per ASTM C31. 4. Prepare a minimum of three cylinders for each wall or type of concrete on each day concete is cast. B. Slump Test: 1. Siump test shall be per ASTM C143. 2. Prepare minimum of PNo tests per day for each type a~n;;d-c,.,__ application of concrete, PROTECTION AND CURING: A. Protection: 1. Protect concrete work against rapid drying and da n\~},,J~~ min. 2. Keep concrete moist for at least seven days. Protect with wet burlap, canvqs covering or iiquid~curing compound. Use a covering that will not stain or discolor finished concrete surfaces, Secure acceptance of proposed method. During curing period, maintain concrete above 70 degrees .•F. for a.t least three days or above 50 degrees F. for at least five days. ~ B. Spraying: Spray concrete during the curing period as frequently as drying conditions may require. C. Curing: Cure concrete in accordan,e with the ACI Manual of Concrete Practice. D. Damage aud Defacement: Protect all concrete work against d.image and defacement during subsequent construction operations until Final Acceptance. • CLEANUP: A. Generrrf: Upon completion of work, immediately remove from the premises all surplw; materials, tools, equipment, rubbish and debris resulting from the 'WOrk. Do not permit concrete wash-out residue to accumulate on adjacent paving, or in landscaped areas. LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS i 'ii 1214 F.m Green Street, Pu..deM, Czllfumia 91106 I Tdt"pl:m1e(!lt8)795,2008 (2!3)6lH-:H08 -, ff.½ (SUI) 795.1;547 • ?,£ 27461 Calle Arroyo. Sanjuari Cipi1tmw, CA 92675 Telephone (714) 661•7121 fltX.(714} 248-2599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 CONSTRUCTION SPECIFICATIONS l[~'lli11fii Hr,lq{fio11~~ 111~ff,l, l,l1~wi ~~~tM.l,M~'~ Job No. 92-511 D=• Checked D1re Sheer C-19 Of 35 Sht,m l 0 ' D n ~ 21 z C ?' .,,. [I) m JJ J;;. '---,---..J 7J I , 01 0) 0 I (J) )},,------4 ~ 0 Il t z Ci, BORE UNDER EXISTING SIDEWALK FOR IRRIGATION CONNECTION 4MCV I" ie, INSTALL NEW TEMPORARY SYSTEM AS SHOWN. T /:v ~ 1178. CONVERT EXISTING PART CIRCLE HEADS TO FULL SUPPLY NB-✓ BOX UD BRANDED 13 MCV. C1RCLE AS SHOWN. (SEE LEGEND FOR SYMBOLS) j UPSIZE AND ADD LATERALS AS IND!CATED IN ( ). ' '---+-2~0_84 ~~ 1'-._,,,,.. -~--/' I\" t::,1 ~ ____., ../ 12, - 198 THIS AREA NOT IN CONTRACT ' 71, /; j T 13B 128 I" IIG ••'"CV DISCONNECT CONTROL WIRES TO 1 UYJ EXISTING 15B VALVE, REMOVE EXISTING __.,------------H-----+--+--i---i LATERALS AND HEADS AND INSTALL I~ 4e. NEW SYSTEM AS SHOWN. SUPPLY NEW SOX UD BRANDED W/ 11MCV < I \ 5',rl 4 1" < D ,, ,, 't < 0 , r •t ,. I I ( I ,1,11 V,: T II" '1-I I '-J I I I I I I I I I I '--- :::::::--.._ ~ 12MCV fNSTALL NEW MANUAL VALVE, DISCONNECT FIVE HEADS FROM llz' ~ EXiST!NG SYSTEM AS SHOWN AND CONNECT TO NEW 12 MCV. CONTRACTOR NOTE: "M" . VALVES ARE TEMPORARY (MANUALLY· OPERATED) VALVES TO SERVICE THE TEMPORARY WATERING OF THE COASTAL SI\GE SCRUB PLANTING AREAS. WATER APPLICATION IS PERIODIC, AND RATE AND TIMING SHALL BE COORDINATED AND DESIGNATED THROUGH THE LANDSCAPE ARCHITECT. ALL LATERAL LINES FOR THE TEf~PORARY IRRIGATION AREAS SHALL BE ABOVE-GRADE SCH. 40 UI/Fl•PVC BROWNUNE PIPE. PIPE SIZE SHALL BE AS INDICATED ON THE PLANS. NOTE: SEE SHEET 1-25 FOR IRRIGATION·LEGEND AFPR0VAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY \"/ATER ME"fcRS ANO ALL COt.NECTlONS TO !iWINl! RANCH WATER DISTRICT f'AC:um:s MU$T SE AP"'LIW FOR ANCiOA APFROVEO nmci.:m.; THE IR.v1:,e: RANCH WATCR o:smlCT SUBDIVIS!ONSr.lEVEL.OPMENT SECilON, FOR SPECIFIC REQUIREM~t<YS FOR O!JTAlNINO SEHVlCf CALL (714)453-5516 on A¼ss1K ~ ONSITE APPROvt,L .. :..::i'C~ ...... OATE -5.:.1:::.93.._ !\:ORTH SCALE: f':20' . IE IPT LANDSCAPE ARCHITECTURE ERIKSSON• PETERS •,THOMS 'c 1214 E.iu Gr,:-cn Sm·c-t, Pw~d~r:., CJ!ifornLt 91106 _ Ttkph,:,me(813)795-'.W08 {213) 63!-3408 FAX ;am) 795.25;;7 ti 27~6! c~!lc Arroyo, San Jim, c~phim,o, CJ\ 92675 Tdephone (7!4) 661-712? FAX (714} 248-2599 k,\ CSS TOl'SO:l. /0\ Rao&JITION PREPARED FOR: MWH 01DEC94 COASTAL COMMUNITY BUILDERS • 550 NEWPORT CENTER DRIVE NEWPORT BEACH. CALIF!:JRNIA 92660 IRRIGATION PLAN -~I~_. _r'"_i'!B~~-,1~1~11,~-~~-.il~~"~"·~~:2_'-~_. t~~ ~ ~"""' ~-"'~ ~ ;2,1 ~,,S'i fob No. 92-511 ! l)rawr;, . ! Chtd:,1:d D~~ ' Sbut ~-20 Of 35 Sheet~ z C s t'J m :0 □ IJ ~ z GJ z C ~ [IJ m JJ (====---~ BORE UNDER EXISTING SIDEWALK FOR !RR!GATION CONNECTION 218 T !POINT CONCIEIPTBON WAY =-----==::~~::==:::::::; 248 17MCV 16MCV I I;: I NOTE: OFFSET IRRIGATION HEADS 2' WHEN LOCATED ADJACENT TO S.C.E. ACCESS WAY, TYPICAL. I e 8 . "'4'' T MA'fCHI.INE SEE SHEET J-22 -::....------f..-.:::. 111 -- 1~11 I ' MATCHLINE SEE SHEET 1-20 _, I I l¼f' ]-•-------,-~8~fJ'Ti,C~Vifl'.:::NST~ALL:'.:::N:'.;.EW_T_E_M_PO-;A~A-RY_S_Y7sre--'M_I AS SHOWN. llli' ;:J ' I I 278 CONTRACTQR NOTE: "M" VALVES ARE TEMPORARY (MANUALLY• OPERATED) VALVES TO SERVICE . THE TEMPORARY WATERING OF THE COASTAL SAGE SCRUB PLANTING AREAS. WATER APPLICATION' IS PERIODIC, AND RATE AND TIMING SHALL BE COORDINATED AND DESIGNATED .:THROUGH THE LANDSCAPE ARCHITECT. ALL LATERAL LINES FOR THE TEMPORARY IRRIGATION AREAS SHALL BE ABOVE-GRADE SCH. 40 UVR-PVC BROWNLINE PIPE. PIPE SIZE SHALL !IE AS INDICATED ON THE PLANS. an ALL EXISTING HEADS TO REMAIN IN ._-f'---'"-------..,.l.~~Ci'..._l.plACE. . I if 4e, CUT AND CA'.' LATERAL WHERE SHOWN. iOMC\f INSTALL NEW TEMPORARY SYSTEM AS SHOWN. 10B EUMlNATE HEADS AS INDICATED IN 108. ! -- ~#~ \ r~~, LANDS CA P-E ARCHITECTURE I ERIKSSON•PETl?RS•THOMS I '(! 1214 Eait Green Stre('t, Pan&~~. Dlifon1ia 9UM 'f:!c,:-hom: {Bi8J 795-~2')08 {213}-t-81<}~08 Ft.X (818} 795-2547 ?J 27461 C~!leAnvyo.S:lnju;mCipim:mo, CA 92615 Tdephont-(714} 661-7127 FAX (714) 248-2599 R"";,iom "' D;1te ~ MWH 22FEBM l'iwe-1 "I, ..irli Ma css TO!'SOl. RELOCATION f.lWH ·010~C94 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 IRRIGATION PLAN I '-.. ••• / .._ ... -'~ NOTE: SEE SHEET 1-25 FOR IRRIGATION LEGEND APPROVAL FOR CNSITE RECLAIMED WATER SYSTEM ONLY WATER MF.ITRS AHO ALL CONNECTIONS TO iRVIN£ fl."_:.;CH w~:€!1 DISTRICT l'ACILn-iES MUST BE APPt.150 !"OR AN010R APPROVt.D YHRO~-GH THE lRl/iNE HANCH WATEfl OISTT\iCT SUSDIVISIONSIDEV!a\.,OPMENT SECilON. FOR SPECIFIC REQUIREMENTS FOP. OfJTAlNIHG SERVICE ct.LL. (714)45,3-5s1s oR 4~~sn I\ ~4.:-u,I"' ONSITE APPROVAL _'(fc..'.l':1JL__oATE q. f:. ,:;_ 11:0:<!TH SCALI:.: 1"::20' Joh Ko. 92-511 Drawn Of 35 I 7 ·-c $ D::J rn :TJ ;g,-------, > z -0 I 01 -• 0) 0 I en 0 j . -" z t;J z C s OJ rn JJ 0 JJ . );, ~ z G) I I ' I I I I I I I I i I i I I 0 {~ I I I I oc Q ...J I IJJ f:j T I _L 4 ' • 4 4 I °14 3 + ',/ 11 • 'IA. : : .... . . . . T 11 II 2 % :2. I ' l 1!14' &, 0 I 20A 21A CONTRACTOR NOTE: 22A 23A 24A 1B 1½1 SS ~~2~~=-------7MCV INSTALL NEW TEMPORARY SYSTEM AS SHOWN. NOTE: SEE SHEET 1-25 FOR IRRIGATION LEGEND APPROVAL FOR ONSITE: RECLAIMED WATER SYSTEM ONLY WAT!:R MF.TE.RS AND A' L O:STRICT F,,CiL!"'IES MUST~ 6~ ~i~~~CTlONS TO !!'>VINE f!ANCH WATER !Hio IRVINf RANCH WA"T!:A D~ FOR ANO/OR APPROVED THROUGH .,E~TION. l'OA S?ECIF'IC fHWVIREMENTS fO;~!CT _:'Ul3DIVISIONS!O£VELCFME/H CA,._L (114)45~-5575 O~S .. Sn .• [lTAIN!N\., SEflV.IC[;: ONSiTE f,PPROVAC . --~~~--DATC q •'.t-·• '1?, LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS I .ii:t 1214 EiH Grcc11 Scr,:n, !';i~~J,:r..~, Ca1.!ifornu :Pl Wt, T&pho11t (818) 7'15-2003 (213) 61:11-3408 , FAX (818)795-2547 'e 27461 C~l!t Arroyo, S.Jfljttar1 C~phmno, CA 92675 Ttkphonc (7t4} 661-7127 FAX (714) 248-2599 ~t~ukm~ ------Bv n:1~ & !,Witt 22fE!l94 tiP~FiO Hw'ti 4 t:1':f'l+ CSS TOPSOl. ~~1;1,_0CATION MWH 01DEC94 -,·-·-···-~ PREPARED FOR:' COASTAL COMMUN!IT BUILDERS 550 NEWPORT GENTER OOIVE NEWPORT BEACH, CALIPORNIA 92660 ... IRRIGATION PlAN ~'1~11 .~!J111l""1ra_· Jt11l,"1_ 1·u·· .11l''.~111~r~_- ' "'' )~, ' • /ii,' ' "' "' ""'~ ~~'~',Y ~,.,'}) ~-~ «&.~ lobNo 92-511 Drawn Of 35 Sheets ti, :t :--\ "' "' • <:, 11 ~ ,o.. c s rn jj Ll I (Jl -d) 0 I (/) ,"R ---·~~-· :;. 0 :JJ ~ ::f z (j) z C ;;;: CJ i m 1 :.0 ; I 0 JJ l> ~ z GJ, -' \ ="'"'"""' = \ ="" = C, \ \ U.G. PUU. BOX (WEST GATE) 18" X 24~ X 18~ D, TYP. {CONTRACTOR TO PROV!DEi @ GATE OPERATOR (WEST) MOTOR RATED DISCONNECT SWITCH NEMA 3R 1MCV D1SCONNECT CONTROL WIRES TO EXISTING VALVE 2A. REMOVE EXISTING LATERALS AND HEADS AND INSTALL NEW SYSTEM AS SHOWN, SUPPLY NEW BOX LID BRANDED iMCV 1A \ 'ill- I ' I I I I \ \ ' I \ \ \ \ \ I \ ul \ -+-~-i 0 &' ~ .11-, --Q,. 4 0 ...J !JJ \ \ r \ I \ I ~i I I \ \ i I I I I I ~ 3 • NOTE: .OFFSET lflRIGATION HEADS 2' WHEN LOCATED ADJACENT TO S.C.E. ACCESS WAY, TYPICAL. ....... < 1.1~'' 3A: 4A I 70 ........ • ..................... ~ ....... , >:::::::: ::: : : : : :;::::: :: : : : :: : : :: : :: : : rJlATCHLINE SEE SHEET 1-22 .L I 8 SA Z'lw 11.:i ~ c:!' Cli c::J t::I l [C;ll ~ = ell I'(;!' 4 l11 I )3 I 1/411 llf~ 1 T EXISTING/PROWlED BY OTHERS) INSTALL METER PEDESTAL CONTRACTOR NOTE: GATE CONTROLLER CciNPU!T IS PROVIDED AS SHO\'\'N. CONTRACTOR TO SUPPLY REMAINING CONDUIT TO WEST GATE OPERATO'R AND WIRING FOR BOTH GATE OPERATORS. r----i ASSEMBLY ENCLOSURE: Corttroe:,r ~A/Ff' 7A.. WESTGATECIRCUll 15.A. CB . ----1-1-IJ.!;..l,I ;..r:..cc!,...l' 2 "2 CU THW (1 114") r.t,. r-,1 (CONDUIT EXtSTING/PROV!DED BY OTHERS TO CONTROLLER PULL BOX ONLY) ~----+~8:;::;:.A"-:-fl sAsT oAre c1Rcu1r oil ·15A.CB L,,_'--!::.;J.O I 2 #10 CU THW (3/4~} #10CUGND(3/4") --~i (CONDUIT EXISTING/PROVIDED BY ·9A OTHERS) (WIRING BY CONTRACTOR) 11/ I \ MOTOR RATED GfSCONNECT ! METE.Ft ADDRESS: 21403 TERRACE ttDG.'E POINT-OF-CCNNECTION TO T TlD'Po RECl.A.INED WATER METER PROVIDED BY OTHERS. STATION: ·1Q.78 METERAoo'-==•==Ess".:-, ....,.M""'"t"'l~m-HA~ct-R""tool':-·--- MINl~JUM STATIC PRESSURE: .c--:======'151lQ P.$.1. ~!MUM IRAlGATlOO DEMAJ,I:): G.?.M. SERVES: -8.:to Ac.,s.,·QcSI!:, =::'."""'.'.'.'.::=:...:':::C:::REIFT:·=JYR IRRJGATION CONTROL!..E:R· _;: tNSTALl STRAINER AND PRESSURE REGULATOR ASSEMBLY. ~&..'=TAT_;;,;;---==--: .P.Sl SEE.OETA1L G & H SlET (EXISTING/PilOWlED BY OTHERS) U.G, PULL BOX (CONTROLLER} 16~ X 24n X t8" D, TYP. {EXIS'rJNp/PROVIDEO BY OTHERS) IRRIGATION CONTROLLER SWITCH NEMA :m \ .. '1 G.ATE OPERATOR (EAST\ I@ 12A \_ ELECTRONIC TRAFFIC CONTROL ELECTRICAL POINT-OF-CONNECTIOt-. PULL80XATSIAT10l';I: '!0+23 IRRlGA110:-!CONTRACTOR '---! 10 PROVIDE ELECTRICAL WiRES FROM PULL BOX 1N EX!ST!f,,;G CONOOrfTOELECTRIC METER PEDESTAL CONNECT PEA A?PUCABLE CODES AND CITY STANDARDS. Iii._"" ~ GATE• REFER TO SHEETC-17 A rJ.,, 'I ! FOR DETAILS 13A '----~ INSTALL IRRIGAT!ON CONTROLLER ENCLOSURE: "A B" NOTE: EXISTING MAINLINE/INSTALLED BY OTHERS, {CLOUDED}. SYSTEMS 4A, 5A, BA, 9A, 10A AND 11A HAVE BEEN TOTALLY INSTALLED AND ARE OPERATIONAL TEE'S AND CONTROL WIRE HAVE BEEN PROVIDED FOR VALVES 3A, 6A, 7A, AND 12A, CONTRACTOR WILL NEED TO EXTEND MA!NUNE UNDER ROAD FROM PROVIDED GATE VALVE. CONTRACTOR W!Ll ALSO HAVE TO INSTALL ! CONTROL WJRES FROM EX!STJNG CONTROLLER UNDER f -ROAD TO.NEW VALVES. MAINLINE AND CONTROL WiRES SHOULD BE ENCASED IN SLEEVES. BORE ONE 4~ AND ONE 6" SLEEVE UNDER ROAD FOR MA!NUNE CONTROL WIRE .. .,.... I --- SEf:DETAlL __ F ___ SH.EET t:2:§ __ JEXISTWG/PRO\/lDED BY OTHERS) NOTE: TESTVOLTAGEATGATE OPERATORS UNDER LOCKED ROTOR LOA[) MINIMUM VOLTAGE TO BE 115V IF NECESSARY, INSTALL BOOST TRANSFORMER.. 2MCV INSTALL NEW TEMPORARY SYSTEM AS SHOWN. 3MCV INSTALL NEW TEMPORARY SYSTEM AS SHOWN. i6A MODIFY RCV 16A SYSTEM BY REMOVING 3 FULL --=~-+-1f-C:'r-"--f IMPACT HEADS AND CAPP1NG LATERALS AS :.z:'' 1t;,l SHOWN !RR!GA110N CONTROt.LER; ~Aro- {EXISTlNG/l'llOWlED BY OTHERS) INSTALL ALL ELECTRICAL WORK PER APPUCASLE CODES AND CiTY STANDARDS. tf.OTOR COITTROL BOARD 120-.2411 CONTROL TRANS smO!!E SENSORS BY TO:vlAR !2 per Ol)!lra!orj GATE OPERATOR P0'1'tfER DIAGRAP.,~ CONTRACTOR NOTE: "M" VALVES ARE TEMPORARY (MANUALLY· OPERATED) VALVES TO SERVICE THE TEMPORARY WATERING OF THE COASTAL SAGE SCRUB PLANTING AREAS. .WATER APPLICATION IS PERIODIC, AND RATE ANO TIMING SHALL BE COORDINATED AND DESIGNATED THROUGH THE LANDSCAPE ARCHITECT. • ALL LATERAL LINES FOR THE TEMPORARY >.--IRRIGATION AREAS SHALL BE ABOVE-GRADE SCH. 40 UVA-PVC BROWNLINE PIPE. PIPE SIZE SHAU BE AS INDICATED ON THE PLANS. :C I; ~ I~ "' 1- 0:: 0 "- ~ I.!. 0 > 11' t::: O· .. ' .......... . • ·IW· • • • .. • .. .. " '! ........... . ............... I ~I "" "" "' 0 ,,. 0 >- ~ 0 u SHADED AREA INDICATES COASTAL SAGE SCRUB PLANTING AREAS NOTE: APPROVAL FOR. ONSITE RECLAlMED WATER SYSTEM ONLY 'N,~n;;~ METERS AND ,\LL CONNECTIONS 1"0 IRVINE RA1-'CH WATER Dl$TR'CT FACIUT!E.S MUST BE AFPUE.:> FOR ANO/OR Af>PROVEO TI-IM:)UGH THE IFW!NE HA.NCI+ WATER DISTTUCT -SUBCNfS!ONS/D~VELOPMENT SF.CTION. FOH SPEcC!flC REQU:REM~NTS ;QR OSTA!NiNG SERVICE CALL {714)-453-5576 OR 45~:-5577 ~ o"s"s APPROV,\l -tW::~ Pc c;<l.e □Are __ 'l: .. r..:52_ SEE SHEET 1-25 FOR IRRIGATION LEGEND ~Ol'ITii SCALE: f'::20' LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS . '?f 121-4 fur~ Grttr. Street, P;;S1Jcn2, C1lifOmi2 9HM ,Tekpho~ (818)79.'i-'2008 {20-) 6fli-:';40R _ FAX {816) 795-2547 'iY 27461 U!le Arroyo, Sanjuan Cipim.1.00. CA 92675 Tctephone (714) 661-7f27 FAX (714) 248-2599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NE\llPORT BEACH, CALIFORNIA 92660 IRRIGATION PLAN Dnwn Chd:ed Datt Shtet Of 35 I :::, !J; C ,::; ;-..J ~ I> •·,. --T' ~, ft 2 ·ii 0 D z c... C s'; rn rn :0 "'---- '. -0 I 01 en 0 I (/) 0 JJ ~ z Gl I IJ I I T \ IRRIGATION ON THIS SHEET IS EXISTING 7, I I /I I T NOTE: SEE SHEET 1-25 FOR IRRIGATION LEGEND APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER ME>ERS ANO All CONNECtlONS TO !RV!NE r-lANCH WATl'R rnSmicr fAClUT11::s MU$T SE APPLIED FOR ANO/OR: l1PPAOVED THROUGH Tll!: IRI/INE RANCH WATER 0:STR!CT SUSOIVIS10NS/OEVElOPMEN! $C<CTION. fOR :SPEC!HC RE0Ulf1EMENTS fOR. OBfAiNING SERVIC!a CALL (714)453-557£ OR~5517 ,_it .A "It-r J ~ ,, . '!' a~ ONSITE APPROVAL y_c_~:f.:,ttL __ Q/\TE ~-' ! ' JE P[11 ' 1, .1 ' ! II ' _____ .,, ---, LANDSCAPE ARCHI1~ECTURE ERIKSSON• PETERS• THOMS 'if 1214 Em Gree ii Street, Pa$Jden~. Cilifomii 91106 ·Td.:phone (Sltt) 795-2003 (21.1} 6Si.-34Nl . f/1.X (Srn) 795--2547 '(i 27461 C;i,lle Am,yo, :h11Jurn. Upbtm\O, CA 92675 Tdqihone (714} 661°7127 ~AX (714) 248-2599 tk-;i,;iom a, O;ite r- -·-~------ -- PREPAl<.ED.FOR: COASTAL COMM.UNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA • 92660 .. IRRIGATION PLAN Drawn Of 35 Shm, ~,------, }, 2'. ~ T T 1.R.W.D. SPECIAL ON-SITE RECLAIMED WATER NOTES A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO 11-lE REGL!Uff!ONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMSWITH1N THE lRViNE RA.NCH WATER DtSTRtCT AND THE ACCOMPANYING PL.Af..lS AND SPECIFICATIONS, B. All ON-SITE RECLAIMED AND POTABLE WATER PJPlNG INSTALLED ON TH!S PROJECT SHALL BE IDENTIFIED IN ACCORDA.l'.JCE WITH tRW.O, REGULATIONS AND THE lRRiGAiION SPECIFICATIONS. C. RE.CLAIMED WA.TEP. PIPING SHALL BE ffALERTLtNE~ V[OLET COLORED PVC AS MANUFACTURED BY BROWNLINE INC. OR APPROVED EQUAL D. MAAKlNG ON THE VIOLET COL.OREO PVC PIPE SHALL INCLUDE THE FOLLOW!NG: ALERTUNE; CAUTION REC'-"IMED WATER; NOMINAL PIPE SIZE; FVC-1120; PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES; ASTM DES1GNAT!ONS SUCH AS 1785, 2241, 2672, 3139. PR!NTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. E .A.LL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENilF!CATlON TAGS. {a). TAGS SHALL BE WEATHERPROOF PLASTIC, 3~ X ir;· PURPLE IN COLOR WITH THE WORDS "WARN!NG•AECLAIMEO WATER· DO NOT DRINK"' IMPRINTED ON ONE S!DE, AND "AVISO· AGUA IMPURA • NO TOMAA0' ON THE OTHER S!DE. tMPRiNTING SHALL BE PERMANENT AND BLACK !N COLOR USE. TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OA APPROVED EQUAL. (b). ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: ' i) ATTACH TO VAL VE STEM O!AE.CT!.. Y OR WITH PLASTIC TIE-WRAP QB 2) ATTACH TO SOLENOlD WIRE D!P.ECTL Y OR W!l"H PLASTIC TIE-WRAP QB 3} ATTACH TOVAi.VE COVER 1NiTH EXJSTiNGVALVC. COVER GOLT. F. WARNING TAPES SHALL BE USED ON ALL. CCNSTM•ff PRESSURE MAIN UNE PJPING CARRYING POTABLE WATER. G. WARN!NG TAPES SHALL BE MIN!MUM OF TiiREE (3) INCHES WTDE AND SHALL RUN CONT!NUOUSL Y FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE W[TH PLASTJC TAPE BANDED AROUND THE WARNING TAPE A"ID Pf PE EVERY FIVE {5) FEET ON CENTER. H. WARNlNG TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE !N COLOR Willi THE WORDS "CAUTION BURIED WATER LINE BELOW" !MPRlNTED IN MINIMUM ONE {1) !NCH HIGH LETTERS BLACK !N COLOR. IMPRINTING SHAU. BE CONTINUOUS AND PERMANENT, l. THE lFMNE. RANCH WATER DISTRICT SHALL BE NOTIFIED 1WO (2) DAYS PRIOR TO THE START OF CONSTRUCTION AT 714/453-5577 er 453-5576 AND EACH WORKDAY THEREAFTER UNTIL COMPLETJON OF PROJECT. J. ALL PRESSURE MAIN LINE PlPING FROM THE RECLAIMED WATER SYSTEM SHALL SE INSTALLED TO MA.1NTA1N TEN {10) fOOT MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. INHERE RECLAIMED N..JD POTABLE WATER PRESSURE MAIN UNE PiPtNG CROSS, THE RECLAIMED PIPING SHAU BE INSTALLED BELOW THE POTABLE WATER P!P!NG IN CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF FIVE (5) FEET ON EITHER: SIDE OF THE POTABLE WATER fl PING. PROV!DE A MINIMUM VERTrCP-l. CLEARANCE OF SIX (6) lNCHES. CONVENTION.Ai. {WHITE} PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT !S TAPED Wllrl TI-IREE (3) INCH 'MDE RED \-''/ARNING TAPE \NHlCH READS "CAUTION ~ RECLAIMED WATER"', K. THE IRRIGATION SYSTEM t!AS BEEN DESIGNED TO ANO MUST BE SET TO OPERATE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. UNLESS OTHERWISE DIRECTED BY 11-IE. DISTRICT ENGINEER. L. ADJUST SPRAY HE.ADS TO ELIMlNATE OVERSPRAY ONTO AREAS NOT UNDER mE CONTROL OF 71-IE. CUSTOMER FOR EXAMPLE, POOL DECKS, PRIVATE PAT!OS, STREETS AND SIDEWALKS. M. CONTACT me i.R.W.D. OFFICE TINO (2) DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE TEST AT 714/453--5577 or 453-5576 AND ARRANGE FOR A WALK-THROUGH FOR THE SYSTEM. N. FAILUR!! TO COMPLY WITH MlY OR ALL OF THE ABOVE GUIDEL1NES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE U!\ITIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. 0, WARNING TAPE ON RECLAIMED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY' AU.OWED ON PROJECT-BY-PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIF[CAT!ONS. 1. WARNlNG TAPES SHAU. BE USED ON ALL CONSTANT PRESSURE MAIN UNE. 2. WARNING TAPES SHALL BE A MINIMUM OF THREE {3) INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN UNE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AHOUND THE WARNING TAPE AND PIPE EVERY FIVE (5) FEET ON CENTER. ~-WAANiNG TAPE FOR THE CONSTANT PRESSURE AEC!.A!MED WATER PtPlNG SHALL DE PURPLE iN COLOR WITH THE WOROS "CAUTION· IP.ECLAIMED WATER" 1MPRiNTED A MJNJMUM ONE (1) INCH HIGH LETTERS BLACK \N COLOR iMPRlNTtNG SHALL BE CONTINUOUS AND PERMANENT. Irvine Ranch Water Dlstrlct GUIDELINES FOR RECLAIMED WA.TEA USE THE FOLLOWING GUIDELINES HAVE BEEN ESTABLISHED BY THE IRV!NE RANCK WATER DISTRICT !N CONJUNCTION WITH THE ORANGE COUNTY HEALTH DEPARTMENT AND THE SANTA Af4A REGIONAL WATER QUALITY CONTROL BOARD. THEY ARE TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECLAIMED WATER IN LANDSCAPE !RRIGATION. TO OPERATE YOUR SYSTEM lN COMPLIANCE WITH THESE GUIDELINES YOU MUST: 1. IRRIGATE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVlSORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DUFllNG USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOUNG AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL iNflL TRATION RATE PRESENT, THIS PROCEDURE MAY OE FACIL!TATEO BY THE EFFICIENT SCHEDULING OF THE AUTOMATtC CONTROL CLOCKS. (LE., EMPLOYlNG THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME 11'-i'TO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3, ADJUST SPRAY HEADS TO ELlM!NATE OVERSPAAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR. EXAMPLE, POOL DECKS, PRiVATE PAT!OS, STREETS AND SIDEWALKS, 4. MONITOR AND MA1NTAIN THE SYSTEM iO MlNIM!ZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNREUABLE VALVES, ETC,, SHOUL.D BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL; ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECLAIMED WATER, ANO THE FACT THAT if IS NOT APPROVED FOR DRINKING PURPOSES, GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES !N THE LANDSCAPE INDUSTRY, !TIS IMPORTANT THAT THlS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASlS. IT !S YOU, THE LANDSCAPE CONTRACTOR, WHO !S RESPONS!BLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES, 6. OBTAIN PA!OR APPROVAL FOR ALL PROPOSED CHANGES A.ND MODJFICATIONS TO ANY ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGtNEER!NG OFFICE AND DESiGNED IN .ACCORDANCE WITH otSTRICT STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM iN VIOLATION TO THE DtSTF!iCT'$ RULES AND REGULATIONS, AND W!LL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. THE iRVlNE RA.\JCH WATER DISTRICT FEELS THAT THE BENEFITS TO BE DER1VED FROM THE SUCCESSFUL APPUCATJON OF RECLAIMED WATER MERIT THE OPERATING REQUIREMENTS THAT HAVE BEEN ESTABLISHED. !F YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF ANY ASSISTANCE:, PLEASE DO NOT HESITATE: TO CALL OUR IRR!GAT!ON WATER GROUP AT (7~4) 453-5576 OR 453-5577, IRRIGATION LEGEND !svMSoL !.<ANUFACTUAE!MoDEL NUMBER loascmPTION ia,musl GPM ' ' ' . ' !PATTERN I OETA!d □ 'v \1 2 3 • • 'V \I \l 0 t:s ~ 0 \I 0 0 0 e 0 " • / 0 IXI --------- □ RAIN BIRD 180&15EST POP-UP END STRIP 4'X15' 1,94 30 STRIP Nl-26 RAIN BIRD 160&15SST POP-UP SIDE STRIP 4'xH5' 1,94 30 STRIP Nt-26 RA.IN BIRD T-S-PC-T22-1,3 IPOP-UP ROTOR (TURFl I 15',22' 1.30 35 HALF A/ !-26 RAIN BIRD T-1:2-PC-T22-i.3 POP-UP ROTOR (SHRUB 15'-22' uo 35 HALF A B/1-26 RAIN BIRD T-12-PC-T30-1.3 POP,UP ROTOR /SHRUB 22'-30' 1.30 35 VARIES A 8i!-2S RAIN BIRD T•t2·PC-T30-2.5 POP-UP ROTOR /SHAUB 22'-30' 2.50 35 VARIES A 8/1-26 RAIN BIRD T·12-FC-T30-5,0 PDP-UP ROTOR ISHRUB 22'-30' 5.00 35 FULL A,8/1-26 TORO S700C-PC-3.0 POP-UP ROTOR ITUR~ 42' 3.12 40 VARIES AJ !-26 TORO S700C-PC-6.0 POP-UP ROTOR rTURFl 42" 5.50 40 VARIES N!-:2$ TORO S700C-FC-9.0 POP-UP ROTOR ITURFl 42' 7,42 40 FULL Nl-25 TORO S700HP-PC-1.5 1POP-UP ROTOR {SHRUB 30' 1A5 40 VARIES Nl-26 .. TORO S700HP-PC-3.0 POP-UP ROTOR ($HAUB 42' 3.12 40 VARIES ' A,8/1-26 TORO S700HP-PC-6.0 POP-UP ROTOR !SHRUB 42' 5.50 40 VARIES A8J1-g§ TORO S700HP-FC-9.0 POP,UP ROTOR (SHRUB 42" 7.42 40 FULL A.B/1-26 RAlN BIRO 25BPJ SPECIAL (MPACT SPRINKLER 40' 4.40 40 !VARIES S.C/1·26 AA1N EHRD 258PJ SPECIAL IMPACT SPRINKLER 40' 8.80 40 lFULL 8,C/1-26 RA[NBIRD 180$-SAM-1404-PA-30 POP-UP BUBBLER NA 1,00 30 FULL A/ 1-26 RA!N BlRD EFB-CP,B SERIES PR REMOTE CONTROL VALVE WICRIS1YTAG ISIZE PER PLAN\ D/1-25 NELSON 7600 SERIES QUICK COUPLING VALVE WITH PURPLE LOCKING COVER Ei 1-26 RAIN BIRD CA-20-24/32/RRA (2) ISC 24/32STATION CONTROLLERS EACH WI REMOTE RADIO Ff 1-26 ASSEMBLY IN STAINLESS STEEL ENCLOSURE av P.T.S. WATER METEPJPO!NT-OF-CONNECTION fCOORDiNATE W/IRWO\ ELECffi!CA.LJPOINT-OF-CONNECT!ON 'COORDINATE WI SCE\ GRISWOLD 2230 SERlES MASTER VALVE/PRESSURE REGULATING VALVE GI 1-26 HAYWARD ~721·112" BASKET STRAINER W/30 MESH (OR GREATER\ A.ND FLANGED BRONZE BODY Hf 1-26 N18CO GATE VALVE Cu\SS 125 T-111 (liNE SIZE 2" & SMALLER)-F615 (LINE size 2-1/2~ & LARGF Ii 1-26 ALERTLINE SCH: 40 PVC LATERAL LINE SIZE PER PLAN J,K/1-26 ALERTI.INE CLASS 315 PVC MA!NUNE 2" AND LARGER· SCH. 40 PVC MAINLINE i-1/2" AND SMALLER JI 1-26 APPROVED PVC PIPE SLEEVING (Steeve mainline under ~11 na.vi-1 J/ !0 26 RAIN B:!lD 18O6-17SST I POP~ SIDE STAI? I 11·,,r t73 I 30 I STRI? A/~26 NOTE: 1. ALL REMOTE CONTROL VALVES TO BE INSTALLED iN SHRUB AREAS. DO NOT INSTALL IN TURF AREAS. 2. INSTALL ALL iARIGAT!ON LATERALS BELOW GRADE EXCEPT FOR LATERALS ON RESERVOIR SLOPE. ,,--~DJUST SPRINKLER HEADS AROUND B~~~ / ( SYMBOL t!.ANUFACTURE MODEL NUMBER DESCRIPT!ON RADIUS~ \. ® IRAIN BIRD 165PJADJ-TNT iiMPACT SPRINKLER I 57 I 10,00 I 50 !FULL IB,C/1-261 EB RAINBIRO RAINBiR PE -BSER1 NTROL VALVE SIZ!:: PER PLAN 011·26 NOTE: !N BELOW GRADE BOX: VALVE TO BE OPERATED MANUALl Y: NEW MANUAL VALVES ONLY'I NOTE: CONTRACTOR SHOULD ALLOW FOR ADDING 12 NEW HEADS IF NEEDED AS DETERMINED DURING COVERAGE TEST, APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY WATER MSTE!"\S AN:) ALL CONNECTIONS 10 IRVINC RANCH w.4:n;1 D1STRICT FACIU~i£S MUST 81:: APPLlEO ;'OA .~1--W/0!1 _APPR?VW THR_ouo_._; TKf. !RV!NE RANCH WATEfl [)!STRICT • SWBIJlVIS!ONS/Of.VELOr"MF.N, SEC710N, FO!l SPE.C!f!C F;r;:QU!R.EMEfHS FOR OO'fAINtNG SEfWICE CALL {714)453-5576 OR ~~R-5577 :tf f o,is1Te APPROVAL ~ _J_i;;_'._5':\:f:>, __ oATe q • 1: , 'i.1, __ _ LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THO!v1S ·?J 121-4 Wt Green S1reet, f:':~dctu, C.1!ifurnia 9!106 Tdtphonc(!!llJ) 795-2008 (21J) 681-34-0f! FAX (SHI} 795-2547 7J 27-461 CilleAmiyo,SznJw.n Capimino, CA 92675 'It le phone (714) 661-7127 FAX (714) 2413-2599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 IRRIGATION NOTES/LEGEND ·1~,111,1.1.r,~lff 'i. . . ' . ' ' Job No, 92-511 Ched:e..l. Datt Sheer Of 35 I I ~ 01 T z C s: m m JJ 0 JJ );,; ·.~ z 0 z C <' ~ OJ rn :0 -0 I (JI n JJ >-< < z ul z C s rn !71 :0 tl ____ ___, 0 .I z GJ TRENCHING DETAIL LEGEND I, NON-PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAIN LINE PIPING, J. CONTROL WIRES -BUNDLE ANO TAPE. EVERY 10 fEET. INSTALL ADJACENT TO PRESSURE MAIN UNE. ◄• COMMUNICATION CABLE CONDUIT. (~.A) 5. APPROVED SMC TOP SOIL OR SANO BACKFILL -PROVIDE 5" UNDER PIPE AND 6" ABOVE PIPE, 6. SEE IR,~IGATWN SPECIFICATIONS f0'1 BACKF Ill ANO COMPACTION REOU rREMENTS. 1. f!NISH GRADE. NOTE: MINIMUM BACKFILL DEPTHS FROM GRADE TO TOP Of WIINI.INE • 2◄~ IN PLANTING AREAS 35" UNDER PAVED AREAS C) 1. INSTALL ALL IRRIGATION LATERALS BELOW GRADE EXCEPT FOR LATERALS ON RESERVOIR SLOPE 2. INSTALL COLOR STENCILED MARKING OR ADHESIVE STICKER ON PIPING (GALV.) EVERY 10 FEET. @s ELEVATION LEGEND l. CONCRETE TCRRAC£ ORAtN, 6, SW!NG JOINT. SSE PLAN.V!EW ABOVE. A ~ PLAN 2. SHORT PVC UVR NIPPLE, • 7. GALV."'N!ZE'D PIP£· SLEEVE. WHEN CROSSING BENCH tCONCRtT£ PVC UVR TERRACE DRAiN) 5, PVC UVR 90 DEG •• ELL (TYP.l. INSTALL PVC UVR PIPE: WITHIN GALVANIZED STEEL SLEEVE. SIZE AS REQUIRED. 4; PVC UVR PJPE:. SURFACE .LINE iNSTALLED ON GRADE. 5. SLOPE. 8. 114 x 24" LONG Rt:::BAR W/ "'J" HOOK ITYP!CALl. 9. BENCH. TEMPORARY LATERAL ON SLOPE (9 . I ! 11 I 11 I -=111 11. ·111-·1 · , I ffi: -·11--1 -l -II 111= ' Qo NOTE, i. ALL PVC PIPE THREADS TO !3E COA7ED YV "REC.TOR SEAL" T -PLIJS Tl-'!O OR EQUAL. 2. EXPANSION C.IJRL )-'{RAP 11',IRE AROUND 1/2" DiA PIPE 15 TIMES. 5 6 -0) e, ,g §½.Q&T ® NOT TO SC.ALE CD :@ FINISH GRADE I" :ll'i TURF AREAS 2" IN '5,ROUNDC.OVER AREAS @ REC.TANGIJLAR PLASTIC. (3) @ @ G) ·@ ® VALVE SOX -6ROOK5, AMETEK OR EC,lUAL JN/ LOC.KIN6 C.OVER MARKED 6Y.HEAT ElRANDIN0 2" HIGH LETTERING "MASTER VAL VE., EXTENSION AS REQ. V'llRE CONNECTORS PER NOTES ELEC. TR.IC, VAL VE PER LE.SEND PVC. MAINLINE PER LE6ENP 4•• p./C, NIPPLE Y'<ITH FEMALE Ai:,;.,.,pToR. 2 REG. C.OMMON HIRE AND C.ONTROL Y'<IRE i'V EXPANSION CURL BUNDEL AND TAPE • PER NOTES (INSTALL. V'IIRE PER LOCAL C,ODE) @ (,•' MIN. PEA 6RAVEL MASTER VALVE/PRESSURE REDUCING VALVE ~ N ® FINISH SRADE I" IN TI!RF AREAS 2" IN GROUNDC.OVER AREAS REC.TAN6ULAR PLASTIC. VALVE 60X -BROOKS. AMETEK OR EQUAL f"s/ LOCKING COVER MARKED BY HEAT BRANDIN0 2•• HIGH LETTERING "BASKET STRAINER." (3). EXTENSION I' iii, 5 ® ® 111111-.J----,½--{1 G) ll--dO=-..SU,H4 0 -CO) l:i!?dCb dO 'o I, 90" MIN J BASKET STi:!AINER rl- SEC.TiON i---~7'!!£-~"~---B'J ~-....:,___!(le---® • • 0 0 a 'O O • '-------<'6' L-----------<0 '------------@ NOT TO SC.ALE GATE VALVE BASKET STRAINER PER LE6END PVC. MAINLINE PER LEGEND 4" PVC, NIPPLE V'!ITH FEMALE ADAPTOR, 2 REQ. PEA 6-RAVEL DRAIN SUMP NOTE, ALL PVC. THREADED GONNEC.rlONS TO !3E COATED HITH RECTOR SEAL T-PLUS Tr'lO OR EQUAL CD FINISH <:$RADE iN TVRF AREAS @ROUND PLASTIC. VALVE BOX.BROOKS,AMETEK OR EQUAL i'IITH LOC.KIN<S C.OVER MARKED uG,V." @ FINISH GRADE IN GROI.JND C.OVER AREAS @6•• DIAMETER PVC. PIPE EXTENSION LEN0TH AS REQUIRED @5ATE VAL.VE PER LEGEND @PVC MAINLINE PER LE0END G) PVG MALE ADAPTER TV'lO (2) REQUIRED @oNE (I) C.U. FT. OF GRAVEL AT 6A5E OF VALVE BOX C) NOTE I. ALL PVC. PIPE THREADS TO BE COATED 1"1/ •'REC.TOR SEAL·' T-PLIJS mo OR EQUAL. 2. EXPANSION C.URL V<!RAP Y'!IRE AROUND 1/2" DIA PIPE 15 TIMES. I @ B 4 -i-@ €, i ~ II 12 SECTION NOT TO SCALE REMOTE CONTROL VALVE ' ------------(]) ---------@ ~-----'------------{ q ~----------@ '----------------------11! ' CD @ ® @ @ @ G) @ ® .@ FINISH GRADE .I" ·1N TIJRF AREAS 2•• IN 0ROUNDC.OVER AREAS PYC,GJO DEG. ELL RECTANGULAR PLASTIC VALVE SOX -BROOKS . AMETEK OR EQUAL IAl/ LOCKING COYER MARKED BY HEAT BRANDING 2" HIGH LETTERING YV CONTROLLER STA. Nl/MBER PVC. Sc;H.&O 9"' NIPPLE 11',IRE CONNECTORS PER NOTES ELECTRIC. VALVE PER LE6END PVC. LATERAL LINE PER. LE6END PVC. MALE ADAPTOR COMMON l-'!IRE AND CONTROL }~IRE f"'V EXPANSION C.URL. BUNDLE AND TAPE PER NOTES (INSTALL V'!IRE PER LOCAL CODE) 6" MIN. PEA GRAVEL PVC MAINLINE AND FITTING>S (PER LE6END) CD FINiSH GRADE IN TlJRF AREAS @INSTALL QUICK C.OUPLER IN ROUN;:;> PLASTIC, VAL YE BOX BROOKS, AMETEK OR EQUAL 11',ITH LOGKING C.OV'ER MARKED BY HEAT 6RANDiNG 2" HIG>H LETTERING r'l/ "QUICK COUPLER" (INSTALL !N &ROUNDC.OYER AREA V'!HENEVER PO;;,SI ElLE ) (3) FINISH GRADE iN GROUND C.OYER AREAS @ONE (I) CU. FT. OF GRAVEL AT BASE OF VALVE OOX. TURF AREAS ONLY @P-lc. ·SC.ti. 80 NIPPLE LEN6TH AS REQUIRED Q) P\/C, MAINLINE @PVC ELL (TXT) @PVC 5TREEI ELLS Tv-10 (2) REQUIRED @ PVC SC.H. eo 10" NIPPLE SEGTiON @PVC MAINLINE FITTING @i/'2" 11 35~ GIW/, $TL ITTJ.KE W/ TWO HEAVY OOTY ~ R\.$11'MRS NOT TO SCALE I l QUICI( COUPLER VALVE (9 . -'j--' ' 4•• '' ;u I ,. . . . i· · I -I-I '' • • ,"'' . : . : ' ' -c,---,f---4-----{ I CD CONTROLLER ENC.LOSLJRE _· _ _,.,, __ ~·•~----'2'· @€:>' GONC.RETE PAD • \:V l"IITH MANUF. 51./PPLIED ..· :.:1 MOUNTING BASE. GOl-l7ROL.!..El't' IRRIGATION CONTROLLER ELEVATION SC.AI_E, NTS • (9 I ------------12 ' -----N 9,, • ¼ --' )\! --® -@ ~ ---@ -~ ·--G) CD :i·· AT EDGE OF PAVNG OR Y'¼LL • NHl::!<.E ;>,,"ft.le;.,,!:!£ @ POP-UP HEAD PER LEGEND @ FINISH c:;RADE @ !" !N T\!RF AREAS, 2•• IN GROUND C.OYER @ P-IC. NIPPLE LEN6TH AS REQ. (2'.MIN) @ PVC. ELL (TXT) (2) 9•• 5C.H. 80 NIPPLE AND PVC. ELL @ ANTI-DRAIN VALVE PER LE6END (PROVIDE ANTI- DRAIN VALVE ON HEADS l'llTHOUT FACTORY ANTI- DRAIN VALVES @ PVC NIPPLE . LENGTH AS P..EGU!RED @ PVC.. L.ATERAL LINE • PER LEGEND · (jl) PVC LATERAL LINE FITTING> NOTE, '---'----® ALL PVC. THREADED C.ONNEC.TIONS TO BE GOA TED Y,,ITH REC. TOR SEAL T-PLU5 Ti"iO SECTION OR EQUAL NOT TO SC.ALE 8 POP-UP ROTOR/BUBBLER 4 D ' N LEGEND I . STREAt.'t R:OTOO HEAD ot ~':PACT HEAD 2. ANTI-DRAIN VALVr;,,, !S£E NOTE BELOW.) 3. flNISH GRADE. 4. PVC SCH. 60 NIPPLE. LENGiH AS REQUIRED. 5. PVC TxT 90 DEG. STREET ELL. 6. LATERAL LINE FITTING. 7, J/2" x -36., GALV, STEEL STAKE B, MARLEX TxT SO DEG. STREET Ell. 9. HEAVY DUTY GALVANIZED STEEL PUNCH-LOK FASTENER {2 REQ'D), NOTE: USE TErLON TAPE ON ALL , MALE PIPE THREADS, NOTE: OfiA!NAGE Of !R.RlGATiON WATER THROUGH SPR.!NKLER HEAD WlLL NOT BE ALLOWE:0, SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REO'D. AT ANY SPRINKLER HEAD SHOWING SIGNS or DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION Of ANTI- DRAIN VALVES SHALL BE INCLUDED IN THE 6!0 PRICE WITHOUT ACOliiONAL COST TC TH( OWNER. ROTOR/IMPACT ON RISER ~PPROVAL FOR ONSITE RECLA!MED WATER SYSTEM ONLY W!T~~ METERS AND ALL CONN(C110NS TO iRVINE AANCH WATER Dl~TfoCT fAC!LiTiES MUS/ BE APPUEO FOR MD/OR APPROVED T!-IF.OlJGH THE llW!NE RANCH WATER DISTRICT $U!lOIVISIONSiOCVfa,OPMEHT SECTION. fOR SPECIFIC 11EOUIREMENTS FOR OBTAINING S!:RVlCE CALL {714)453-5576 CR 453-5577 Ali £\ ,!le ~ ONSITE APPROVAL -1::llt__Jr__ "i'tB_oATE '1· './. · 'l~ 1 1-PLACE CRISTY RECLAIMED WATER TAGS ON ALL FIXED RISER SPRINKLER HEADS (PER IRWD) .--0 Li:GEND 2, ANT!-Ofl:AIN VALVL lSEE NOIE Bt~O'/.', f 2 3. PVC SCH, 130 N!PPL( -to" LONG. ~ © 4, flNlSH GRAOE . S. V. I.T. PRODUCTS PS•IS ijd x 1s• REBAR ~OD WI DOUBLE ~J~ HOCKED RAD. AT ONE END TO HOLD PIPE SECURELY IN PLACE. INSTALL 10' O.C. ' 6. BRO\'l'NL ! N( UVi1-PVC LATERAL L ! NE Pi PE. INSTALL ON GRM.1E. 8. V,J,T. Pi100VCTS l!ST9 _SPRiNKLrn TIE$. i2 REO'Dl 9. DROWNUNE uvr-1..:.rvc SCH". '10 TEE OH (L[_. NOTE: DRAINAGE Of, IRRIGATION WATER THROUGH SPR!NK'.lt:R H(AD W!L.L. NOT DE ALLOWG), SOME SPRINKLER HEADS w l ll RE□ U I RE THE INST AL LAT I ON or AN ANT! -Of(,\ i N VALVE IN THE RISER NIPPLE TO PREVE.NT DRAINAGE. DUH!NG THE-COURSE or CONSTRUCT l ON THE CONTRACTOR SHALL l NST ALL AN ANT l -DRAIN VAL VE AS nrnu I IIEO AT ANY Sf'R!NKLER HCAD SHOWING SIGNS Of DRAINING AFTER THE HUHGATlON SYSTEM MAS OPERATED FROM AN ON TO OFI; POSrT!ON. INSTALLATION or ANTI- DRAIN VALVES SHALL BE INCLUDED IN THE (HD PRICE WiTHOUT AOOlTtONAL COST TO THE CWNEA. IMPACT ON RISER {TEMPORARY IRRIGATION} IEJPT LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS ii 1214 East Grcrn S:,rn, f'is;;(.kn,;., C~lifomfa 91106 Telephon~ (818} 795•2008 (20) 681•3408 FAX (818) 795-2547 'cf 27461 c~ll<' Arruyo, s.~n Jw.n Capimino, CA 92675 Tdephone-(714) 661-7127 fltX (714} 248-2599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 IRRIGATION DETAILS ob No. Checked Sheet Of ' I 0 JJ ~ -z Gl z C < _, m rn JJ u I 01 ()) 0 I (/) T IRRIGATION SPECIFICATIONS SECTJON Q26JQ LOO GENERAL l,01 SCOPEOFWORK Contractor to furnish a!l labor and materials required to execute this work as indicated on the drawings, as specified and as necessary to complete the contract, including but not limited to these major items: 1. Supply and installation of complete irrigation system (excluding water meters). 2. Supply and installation of all sleeves required by this contract and coordination with general building con!:rartor. 3. Provide field adjustments as required to ensure proper coverage. 4. Clean up of work areas .at condusion of contract. 5. Sixty-day maintenance, 6. Guarantee off all equipment and workmanship for a period of one (1) year. 1.02 QU,AUTY ASSURANCE A. Qualifications of Installers Provide at least one person who shall be present at all times during execution of the work and who shall be thoroughly familiar with the type of materials, manufacturer's recommended methods of installation and who shall direct an work performed under this section. B. Codes and Standards In addition to complying with all current County of Orange rodes a:nd regulations, comply with the latest rn!es of the National Electrical Code and the Electrical Safety Orders of the State of California, Division of Industrial Safety, for aU electrical work and materials. l.03 SU!lMITI ALS 1-()4 A, Materials List Within seven (7) days after award of contract, and before any i..rrigation system materials are delivered to the job site, submit to The Irvine Company complete lists of all irrigation system materials proposed to be furnished and installed. 1, Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technical data, and furnish the manufacturer's recommendations as to methods of installation. 2. All irrigation equipment and-installation procedures shall conform to fhe current County of Orange Standards. 3, Do not pcnnit any irrigation system component to be brought to the job site until it has been approved by The Irvine Company. B. As~Built Dra\vings 1. During the course of installation, carefully shaw~ in red line on a print of the irrigation system drawings, all changes made to the irrigation system during installation. 2. Upon completion of the irrigation system installation, carefully transfer the as-built data to new, de,m prints of the irrigation system drawings and submit two (2) copies as described under "manuals" bdow, to The Irvine ~ompany. C. Manunls Upon completion of the irrigation system installation and as ~ condition of ils acceptance, deliver to Th@ Irvine Company two (2) copies of the as-built drawings referred to above. The delivery of the as-built drawings shall not relieve the Contractor of the responsibility for furnishing required information that may have been omiticd from the prints. Manuals shall include: 1. Index sheet stating Contractor's address and telephone numbet~ duration of guar,.mtee period, list of equipment including names and addmsses of local manufacturer representative. 2. Complete operating and maintenance instructions for all equipment. 3. Spare parts list and related manufacturer information for all equipment PRODUCT HANDLING A. Protection Use all mei'ins necessary to prnlect irrigation system materials before, during and after installation and to prntecl the installed work and materials of all other trades. B. Replacements In the event of damage, immediately make all repairs and replacements neccssrtry to t~e approval of and at no additional cost to The Irvine Company. 1. Exerd:.e care in handling, loading, unloading and storing plastic pipe and fittings. Store plastic pipe and fittings under cover until ready to install; transport piastic pipe only an a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending i:.nd concentrated external lead. 2. Repair all dented and damaged pipe by cutting out the dented o.r damaged section and rejoining with couplings. C Connections to Existing Main Lines L Source of water supply: the Contractor shali verify and be familiar with the location, size and detail of stub-outs provided as the source of water supply to the irrigation system, as shown on the plans. Source of supply and point of connection shall be as shown on plan. 2. Existing utilities and conditions: Prior to cutting into the soil, the Contractor shaH locate aH cables, conduits, sewers,. septic tanks and other utilities as are commonly encountered Jnderground and he shall ta\te proper prec;;utions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor will proceed in the same manner as if a rock layer or any other conditions encountered underground make change advisable. Where investigation of subsurface conditions have been made by a qualified body in areas in which local materials may be obtained, the Contractor may request the use of such information but wiU be directly responsible frir its verification and accuracy. D. Inspection The Contractor shall at all times permit The Irvine Co_mpanv and its authorized agents to visit and inspect the work or any part th:reof. He shall maintain proper facilities and provide safe access for such inspections to .aU parts of the work Where the specifications require work to be t:::!stcd by the Contractor, it shall not be covered up until tested or approved by The Irvine Company and the Contractor shall be solely responsible for notifying The Irvine Company where and when such work is in readiness for testing. Should any such work be covered without such test or approva), it shaU, H so ordered be uncovered <1t the Contractor's expense. E. Standard of Installation Mat.erial and workmanship shall be in accordance with local codes and ordn~a.nces of legally constituted authorities, except that where prov1s10ns of these specifications exceed such requirements these specifications shall govem. ' F. Preservation and Cleaning !he Contractor shall .dean up the_ work as it progresses, At frequent mterva!s, and at all times when drrected by The Irvine Company, the Contractor shall remove and dispose of accumulations of rubbish and debris of all kinds. At the time of completion the entire site shall be deaned of tools, equipment, rubbish, etc., all of which shall be nimo;ed from the sit:, and the entire project, including surrounding premises, shall be left m proper, clean rondition :ready for ac-ceptance. G. Completion The work will be considered for acceptance in writing when the entire scope of work has been completed satisfactorily to The Irvine Company. In judging the work, no allowance for deviation from the original plans and specifications will made unless already approved at -proper ti.mes. , 1. When any item appears on the plan and not in the specifications, or in the specifications and not on the plan, it shall b'e considered in both. 2. The Irvine Company shall have final authority on all items of the project. H. Loose Equipment to Furnish Loose sprinkling equipment, operating keys and spare parts shall be furnished to The Irvine Company by the Contractor in quantities as specified below (3,07-C). I. Service by the Contractor The Conira~for shall service the s.ystem at The Irvine Company's request durmg the guarantee penod and shall be paid for work pe~formed which is not covered bl the guarantee. If requested by The Irvme Company, the Contractor will furnish The Irvine Company v.rith • a schedule of service fees. J. Final Acceptance \Vithin ten (10) days of Contractor's notification that the fnsl.alla.tion is complete1 The Irvine Company will inspect the installation and, if final acceptance is not given, will prepare a "punch list" which, upon co~1pletion by the Cont~actor, will signify final acceptance by The lrvme Company. The !rvmc Company shaU have final authority on all items of the project. K Irrigation Guarantee 1. The entire sprinkler system :shall be unconditionally guaranteed by the Cont:actor as to material and workrnansh_lp, including settling of backf1lled areas below grade for a period of one (1) ye.ar following the date of final acceptance of the work. 2. If, wii.hin one (1) year frorn the date of final acceptance of the work, settlement occurs and adjustments in pipes, valves and sprinkler heads, sod or paving is necessary to bring the system, sod or paving to tllc proper level of the permanent grades, the Contractor, as. part of the work under his contract, shall make all adJ~stments WJthout cxtr.n cost to The Irvine Company, including the complete restoration of all damaged planting, p<1ving, or other improvements of any kind. 3. Should any operational difficulties in connection with !:he sprinkler syslem develop ½ithin the specified guarantee period which in the opinion of The Irvine Company may be due to the inferior material or workmanship, said difficulties shall be imxnediately repaired at no additional rost to The Irvine Company, including any and all other damage caused by such defects. L. The Contractor shall secure the required licenses and permits inducting payments of charges and foes and gh·e required notices lo public auihorities and verify permits secured or arrangements made by others affecting t.he work of this section. 2.0! PIPE A.ND FITI'INGS A Genera! Use only new materials of brands and types noted on drawings, specified herein, or approved equals. R PVC Pressure Main Line Pipe and Fittings l. Pressure main line piping for sizes one and one-half (l~l/2) inches and smaller :sha!l be PVC Schedule 40 with solvent welded joints, Main Jines two (2) inches and larger shall be PVC Class 315. (Alerttine or equal). 2. Pipe shall be made from NSF approved Type 1, Grade 1 PVC conforming !o ASTM Resin Specification 1785, AH pipe must meet requirements as set forth in Federal Specifications PS,,21-70 {Solvent-Weld Pipe}. 3. PVC sOlvent~weld fittings shall be Schedule 40, 1-2, 11~1 NSF apprnved conforming to ASTM Test Procedure D2466. 4. Solvent cement and pri11:er for PYC solvent-weld pipe and fittings shall be of type and rnstallahon methods prescribed by the manufacturer. 5. All PVC pipe must bear the following markings: a. Manufacturer's name b, Nominal pipe size c, Schedule or dass d. Pressure rating in P.5.L e. NSF (National Sanitation Foundation) approval [ Date of extrusion 6. All fittings shall bear the manufacturer'5 name or trademark material designation size, applicable P.S.L schedule and NSF Seal of Approval. C. PVC Non-Pressure Lateral Line Piping 1. N?n·pressure buried lateral Iine piping shall be PVC Schedule 40 with solvent welded joints. {Alctline or equal). 2. PVC Sched.ule 40 pipe shaH be made from NSF approved type t, Grade 1 ~V': compound conforming to ASTM Resin Specification 1785. Ali pipe must meet requirements as set forth in Federal Sp7dfication PS-21-70 with an appropriale standard dimension ratio. 3. Except as noted ln paragraphs 1 and 2, all requirements for non~ pressure lateral line pipe and fittings shall b·e the same as for solv_ent~weld pressure main line pipe and fittings as set forth in Section 2.01-B of these .specifications. • D .. Ultra.+Violet Resistant PiaStic Pipe (solvent weld}. 1. Pipe shall .meet manufa:cture~s tolerance specified, in addition to commen:rnl standards. AH p1pe shall be NSF approved. (Alertline or equal). 2, Specified lateral on slopes sha.lI be Bro-1,vnline or approved equr.1, &::hiedule 40, PVC 1120, Type!, Grade I pipe, 3. The pipe shall be homogeneous throughout and free of visible cracks, holes, foreign inclusions or other defects. 4. Pipe shall be continuously and permanently marked wHh manufacturer.s name, material designation UVR~PVC 1120, Schedule NSF and manufacturing code approval. 5, UVR plasbdittings shall be schedule 40 PVC 1120, Type I, Grade I, manufactured by Brov,'Tlline or approved equal. 2-02 GATEVALVES A. Gate valves two (2) inches and smaller., shall be 125 lbs. SWP bronze gate valve with screw-in bonnet, non~rising stem and solid wedge disc, equipped vvith bras.s cross handle (manual sprinkler key operated). B. Gate valves two (2) inches and larger shall be Nibro F~619 or approved equal. C. All gate valves shall be installed per County of Orange detail. D. All gate valves shaU have bronze trim.operating nuts. 2.03 QlJlCKCOUPLL'IG VALVES A Quick coupling valves installed shall have a one-piece brass body dcsigr,,t?d for ,.,•o:-!cinz pressures of 125 p.s.i. and FhaH be opernble with a quick coupler key with ACME type threads. Valve shall have· a rnbb.::r lcddng top, pu,.7le in colcr, Qukk coupling valves shall be Nel5on 7600 or approved equal. B, Valves shall be in accordance with Irvine-Ranch Water District Standards, with a purple hinged cover and locking top. 2,04 CONTROL WIRING A. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG¥U.F. 600 volt Pilot wires shall be black. Conunon wires shall be white. Install in accordance with valve manufacturer's specifications and wire chart. In no case shali wire size be less than #16. B. Wiring shall occupy the same trench and shall be in:.talled along the same route as pressure supply or lateral lines whenever possible. fvfinimum 18 inches below finish grade. C. lNhere more i:han one (l) wire is placed in a trench, the wiring :,hall be taped together at intervals of ten (10) feet, D. An expansion curl shall be provided within three (3) feet of each ivi.re connection and at each change of direction of a wire run. Expansion earls shall be formed by wrapping at least five (5) turns of Vvire around a one (1) inch diameter pipe, then withdra¼-ing the pipe, 2,05 AUTOMATIC CONTROLLER A Automatic Controllers 1. Installation d new automatic controllers shall be of size and type shown on the drawings. B. Notify The IrvinC' Co_mpany hnmedialely should any disc..Tepandes be found in Heid in controller :related items identified on plans as existing. 2,06 ELECTRJCCONTROLVALVES 2.07 2,08 2,09 2.10 2.11 A. EleCtric control vake sha!l be as specified on drawings er approved equal B. The valve must have an automalk mechanical self-deaning internal control system and must he slow dosing to ensure smooth and shock free operation, C. The electric control valve shall be equipped with a corrosion proof solenoid o.mstr~cted of ~.~inless steel and molded in epoxy resin to form one integral unit which is suitable for 24 volt operation. D. The electric control valve shall be internal diaphragm and disassembly guided by a stainless steel stem in all positions. E. All electric control valves shall be equipped with a control stem capable of reducing a higher inlet flow to a const.ant lower flow regardless of supply fluctuations. F Ail electric control valves shall be serviceable from the top without removing the valve body from system. CONTROL VALVE BOXES A. Use round plastic valve box with locking lid marked "water" for all gale valves. Use Brooks No. 1100 or approved equal, branded "GV" in tw"o (2) inch Jetter. B. Use rectangular plastic valve box. with green plastic cover :marked "Irrigation Control Valve" for all electric control valves.· Use Brooks 12 series with locking cover or approved equal, branded wHh the valve identification in two (2) inch high ietters/nurnbers. SPRINKLER HEADS A. All sprinkler heads shall be of the same size, type and deliver the same rate of precipitation with the diameter (or radius} of the throw pressure .and discharge as. shown on the plans and/or specified i~ these special provisions. , B. Rot~ry hea?~ sha~ be imnacHype drive :rotary, por~up type and des!gnedmth an mtegr,l check ~al"'.e for c~ntrol o Hne drainage. The sprinkler shall be capable of dehvermg radms and gallonage indicated on dr~¾ings. Retrac_tion shall be .accomplished by means of a heavy duty starrJess steel spnng, The sprmkler shall have a riser seal and wipe-r. C. Riser/ swing joint .assemblies shaH be fabricated in accordance with the irrigation details shmvn on the drawings, D. Riser nipples for all sprinkl~r heads shall be the same size as the riser opening in the sprinkler body. . ..., BASKET STRAINER A.'JD MV /PR VALVE A. Basket strainer shall be a Hayward Modd #72 with flanged bronze body tee hand.le and 30 mesh (or greater) monel or stainless steel screen, basket shall have 1/10 perforations. B. Master valve P.essure reducing valve shall be a Griswold 2230 Se-ries or ?Ppm~ed ~qua~. Spring range and pressure setting shall be as noted ~n irrigation ctrawmgs. CHECK VALVES A. Swing check valves lwo (2} inches and smaller sha!I be 200 lbs, WOG bronze construction and replaceable composition, neoprene er rubber disc, and shall meet or exceed Federal Specification WW-V51D, ~lass A, Type IV. B. Anti-drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with buna•N seals. Valve shall be field adjustable against dr.awout from three (3) to 40 feet of head. Anti~drain valve shall be similar to the King Bros. "CV" series or approved 1.~qual. , OTHER MA TERJA!.S All other materials, not specifically described but required for a ooxnplete and proper irrigation system installation, sha.U be new~ first quality of their respective kinds and s_Ubjc-cf to ilie approval of The Irvine C~mpany, LANDSCAPE ARCHITECTURE . I ER!KSSON•PETERS•THOMS I ';:J 1214 .Eur Grrtn Srrtrc. P~ude~a., C;1.lifornU 91 i06 • I Tdl:'phonc (818) 795-2002 (213) 6!1!-3408 FAX (818) 795-25~7 ?J l746t Cillt Arroyo, S~!!J1anC.ipl:i<r1no, Ch 92675 Tdep!ic11~ (714) 661-7121 FAX (714) 248-2$99 !lt·vi,ioM ~L_ __ D:.tr- PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 IRRlGATIOI\! SPECIFICATIONS job No. 92-511 Dltt Of 35 I I ti) ;!t NI "' ~ ~· \ z C ~ m rn JJ -0 I 01 -0) 0 I (f) z (,) z C ~ m •-~-m ::0 D :0 l> .~ z G1 T IRRIGATION SPEC!FICAJIONS (CONTIN!la)J SECTION 02810 3.00 EXECUTJON 3.01 SURFACE CONDITIONS A ltl.Spection Prior to all work of this section, carefully inspect the original design, the referenced standard and the manufacturer's recommendations. System to be installed in accordance with aU pertinent County of Orange codes and regulations, the original design and the referenced standards. B. Discrepancies 1. In the event of discrepancy, immediately notify The Irvine Company, 2. Do not proceed with inslaHation in areas of discrepancy until all such discrepa.nde-s have been fully resolved to the satisfaction· of The Irvine Company. 3.02 FIELD MEASUREMENTS Make all necessary measurements in the field to ensure precise m of Hems in z.ccord.:i.ncc with the crlgir,al di;sign. 3.03 TRENCI-IL'\JG AND BACKFii.UNG A Trenching L Excavation shall be open vertical constn.iction sufficiently wide to provide free working space around the work installed and to provide ample space for backfilling and compacting. 2. Trenches for pipe shall be cut to required grade lines, and trench bottom shall be compacted to provide an accurate grade and uniform bearing for the full length of the line. 3. When two pipes are to be placed in the same trend1, it is :required to maintain a six (6) inch space between pipes as is minimum. No pipe shall be installed directly over another. 4. Where it is necessary to excavate adjacent to existing trees, the contractor shall avoid injury to trees and tree roots. Excavation in areas where two (2) inch and· lafgl;'.r roots occur shall be done by hand. All roots two (2) inches and larger in diameter shall be tunneled under and shall be heavily wrapped with wet burlap. Trenches within the drip line of trees shall be closed within 24 hours. B. Backfilling 1. Backfill material shaH be approved soil. Unsuitable material, including dods and rocks over one-half (1 /2} incites in size, shall be removed from the premises and disposed of legally at no cost to The Irvine Company. 2. All backfilling shall be done c<1refully and shall be properly compacted. 3. Depth of trenches shall be suifident to provide a minimum wver above the top of the pipe per County of Orange Standard Plan No, 1760. a. Twelve (12) inch cover over non-pressure lateral lines. b. Twenly Four (24) ind1 cover over pressure main line in planting areas. Thirty Six (36) inch cover over pressure main Hne under paving. c. Twenty~four (24) inch cover over pipe crossing. <l. Contractor shall i.n.staH concrete th.rust blocking at all changes of direction and terminal poi.p.ts of pressure pipe1 and on all ringw type pipe four'(4) inches in diameter and greater, per County of Orange Standard Plan No. 508. e. A.11 lines shall have a minimum clearance of six (6) inches from each other and six (6) inches from lines of other trades, f. Parallel lines shall not be installed directly over one another. g. Surplus earth remaLTling after backfilling shall be disposed o! on ilie premises as directed by The Irvine Company. 3.04 L'\ISTALLAT!ON OF PIPING A General Lay out the piping system in striCt accord,rnce with the draivings and to t..'1e depth as specified in Section 3.03. R Under Existing Pavement 1. Piping under existing pavement may be installed by jacking, boring or hydraulic driving except that no hydraulic driving will be permitted under asphaltic concrete pavement, or at depth less than 36 inches. 2. Where cutting or breaking of existing pavement is necessary secure permission from the County of Orange before cuti.ing or breaking the pavement Make all necessary repairs at no additional cost to The Irvine Company or the C0tmty of Orange, C Inspection of Pipe and Fittings Carefully insped all pipe-and fittings before installation, removing all dirt, scale, burrs and reaming as required; instaU all pipe with all markings up for visual inspection and verification, D. PVC Pipe 1. PVC pipe shall be installed in a manner whkh will provide for expansion and contraction as recommended by the pipe m<1nufacturer. 2. In jointing, use only the specified solvent and make all joints in strict accordance with the manufacturer's recommended methods, give solvent welds at least 15 mjnutes set up time before moving or handling and 24 hours curing time before filling with water, 3. For plastic-to-metal connections, wor:k the metal connections first, use a non•hardening pipe dope on all threaded plastk~to~meta1 connections and use only light wrench pressure, All plastic•ti)< metal connections shall be made with plastic male adapters. 3.05 INSTALLATION OF EQUIPMEl'lT A Automatic Controllers 1. Installation of new automatic controHers shall be of size and type shmvn on the drawings. 2, Final tocation of automatic ,ontroHer(s) shall be nppr,ovcd by..The Irvine Company's authorized rcpresentJtive prior to instalJation. 3. Unless otherwise noted on the plans, the 120·volt electi:-ical power to the «utomntk controller to be furnished by irrigation contractor. The final hook-up of the automatic controller to the 120wvolt power sourc0 slMll be the responsibility of the irrigation contractor. B. Control Wiring L Control wires shall be installed in accorda1v:;: with valve manufacturer's specific.it.ions and wire chart. 2. Control wiring located beneath paved ;ireas shall be instnlled in a separate PVC Schedule 40 sleeve. 3. Wiring shalI occupy the same trench and shall be installed <1long the same route as pressure supply or lateral lines. Wherever possible lay to the side of pipeline. Control wires shall be laid loosely in trench without stress or stretching to allow for contraction of wires, Where more than one (1) wire .is placed in a trench~ the wfring shall be taped together at intervals of ten (10) feet. 4. An expansion curl shall be provided within three (3) feet of each wire connection, Expansion curl shall be of sufficienl length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet maybe brought to the surface without disconnecting the control wires. 5. An expansion curl shall be provided every 100 feet on runs of more than 100 feet in length. Provide looped slack at valves and changes in direcfion of 90 degrees, 6. Field splices between the automatic controller and ,electrical control valves shall not be allowed without prior approval of,the Ccmnty Inspector and The Irvine Company. Spikes shall be vaulted and noted on as-built drawings, An expansion rurl of 12 inches shall be provided at each field splice. C. Electrical Work All electrical work shall be installed per code requirements. D, Quick Coupling Valves 1. Quick coupling valves shall be set approximately 12 inches from walks, curbs, headerboards or paved areas where applicable. Vertical positioning of quick coupling valves shall be such that sleeve top will be two (2) inches above settled finish grade in ground cover areas and one•half (1/2) inch above grade in turf areass 2. Quick coupling valves shall be installed in a plastic box per County nf Orange Standard Plan No. 504--0·0C. Quick coupler valve boxes shall be located 12 inches from paved surfaces. E. Valves 1. All valves shall be installed as shown in det:iils and in accordance with manufacturer's recommendations and all applicable County of · Orange Plans. 2, All valves shall be the full size of the line in which they are in&lalled 1..mless otherwise indicated. F. Valve Boxes Valve boxes installed near walks, curbs, headerboards and paving shnll abut those items. The top surfaces shall be flush with items listed above. 3.06 FJELD QUALITY CONTROL A. Adjustment of the System 1. The contractor shall flush and adjust 2ll sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and walls as much as possible, 2, If it is determined that adjustments in the irrigation equipment will provide proper and more adequ;i_te coverage, the contract:'r may also include changes in non.le sizes and degrees of arc as reqmred. 3. Lowering raised sprinkler heads by the contractor ·shal~ be accomplished within ten (10} days after notification by ow,ner or architecl. 4. AH sprinkler heads !'<hall be set perpendicul~r to finished grade unless otherwise designated on the p!an or as required for proper cove.rage: (slopes, etc.). ' 3.07 TESTING AND INSPECTION 3.03 A. General 1. Contractor to furnish all necessary testing equipment and personnel. 2. Correct all lectks and reiest until accepted by The Irvine Company. B. Closing in Uninspected Work Do not allow or cause any of i:he work of this section to be covered up or enclosed until H has been inspected, te$ted and approved by The Irvine Company. C Flushing Before backfilling the mainline and with an.control valves in _p17_ce but befor~ lateral pipes are connected, completely flu~h and test th~ dram ,me and repair all leaks, flush out each section of lateral pipe beforl! spnnkler heads are attached. D, Testing 1. The contractor shall request the presence of the architect in writing at least 48 hours in advance of any te~ting. 2. Test all pressure lines under hydrostatic pressure of 150 psi and prove watc:tighL Nate: Te.'>ting of pressure mninline piping shall occur prior to installation of electrical control vah•es or quick cimpling valves. 3. All piping under paved ~re<'l.S sh~U be test~-under hydrostatic pressure of 150 psi and prove wat£'rtlght, pnor to pavmg, 4. Sustain pressure in tested lines for not les~ thaI; three (3) ~ours. If leaks develop, replace joints and repeat test until entire system 1s proven watertight. 5, All hydrostatic tests shall be made onl.y in the presence of the architect. No pipe sha11 be backfilled until it has been observed, tested, and approved in ivriting. 6. Contractor shall furnish force pump and all other test equipment nccese.ary. 7. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the arcl'jtect, to determi~e if f:he wate.r coverage for planting areas is complete and adequate .. Furnish a;l matenais and perform all work required to correct any madequac1es of ~overng~ due to the deviation from plans, or where the system has been willfu1I3: mstalled as indicated on the drawing when it is obviously inadequate, w1thcmt bringing this to the attention of the arc hi tccl. This test shall be accomplished before any ground cover is planted. R Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. MAINTENANCE A The entir~ sprinkler irrigation system shall be under f~ll automatic operation for a period of seven (7) days prior to any planting ana for 60 days aft~r inspection to begin maintenance period. B. The Irvine Company reserves the right to waive or shorten the operation period. 3.09 CLEAN-UP C1e;1.n-up shall be tilade as each portion of work prog:esses. Refuse and excess dirt shall be removed from the site, all walks an_d pavmg shall be swept or washed down and any damage sustained on the work 0£ others shall be repai:ed to original condition. 3.10 FIN AL INSPECTION A. The contractor shall operate each system in its entirety in the presence of the architect at the time of final inspection. Any items deemed not acceptable by the qualified observer shall be reworked to the complete satisfaction of the architect. B. Two Cont.roller Charts for Each Controller Provide new controller charts to reflect new irrigation areas per these plans. Recreate existing charts or produce new ch.1rts. Record drawings must be approved by the Landscape Architect and The Irvine Company before charts are prepared. The controller charts shall be a blackiine print of the reduced as-built drawings, hermetically sealed belween two 20-mil-thkk plastic sheets, The chart shall be the maximum size that the controller door will allow and shall show the areas covered by the controller. A different color shall be used to show the area of coverage for each valve. If the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. C Two Operation and Maintenance Manuals Two {Z) individually hard bound copies of operation and maintenance manuals. The 1n.anuals shall describe !he material installed. Ea.ch·complete manual shall include the following information: 1. Index sheet stating Contractor's address and telephone number. list of equipment inducting names ,1nd addresses of local manufacturer representatives. 2. Complete operating and maintenance instruction for all equipment. 3. Spare parts Hsts and related manufacturer information for all equipment. D. Maintenance Personnel After the system has been completed, inspected and approved, instruct The Irvine Company's maintenance personnel in the operation and maintenance of the irrigation system and demonstrate the contents of the manual furnished under Article L03·C of this section of these specifications. 3.11 OBSERV A T!ON SCHEDULE A Contractor shall be responsible for notifying the architect in advanc(' for the following observation5, according to the time indicated: 1. Pre-job conference•· seven {7) days 2. Pressure supply line installation and testing -48 hours 3. Coverage test ~ 48 hours 4. Observation to begin maintenance period -seven (7) days 5. Final observation• seven (7) days B. When observations have been conducted by other than the architect, show evidence of when and by whom these observations were made. IE JPT LANDSCAPE ARCHITECTURE ERIKSSON• PETERS• THOMS '(f tZ14 Ent Guer; Stre-et, F'n.i.d~"~· Cilifomia 91106 Td~phont: (818) 795°2008 (2D) 681-3408 .. I FAX (!118) 795·2547 '1i 27461 CJ[!c-Arroyn, S•n JuJa C1pimi1io, CA 92675 Tdtphon.c (714) 661-7127 !=AX (114) 248•2599 Revision\ 6• D1te - PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 IRRIGATION SPECIFICATIONS l !!I ~ Job No. 92-511 [kawn Checked Om: Shur or 35 ' I I ::.1 i11 u g a 0 ,_ ii ~ m C ' , a C ;: -. ~-' 0 JJ ~ :S z GJ z C ?;: [D rn JJ 0) 0 I (/) ;gr------, ,. . . , I p 0 " i;: 2 I u r c; n 0 " u 0 " ::1 C, 2 z r-~ ::;; OJ m JJ 0 JJ ~ <'. z Gl "7 I -- I J . REMOVE EUCALYPTUS DELINEATED OFF-SITE. I I I .: . . . . . ' ... .. ' . ' . ~ TREEsv-..... l , / ~~~A\. \."' ".. "," '~- I -.__ AT CENTERLINES OF SWALES AS IND!CATED PEA PLAN, lNSTALL nvo {2) 48" WIDE LENGTHS OF CUALEX BLANKET AS PROVIDED BY AMERICAN EXCELSIOR COMPANY, PICO RIVERA, CA, tEll. (800) 321-2461. THE TOP SIDE OF EACH BLANKET SHALL BE COVERED WITH EXTRUDED GREEN PL,ASTIC MESH AS PROVJDED BY THE MANUFACTURER. THE BLANKETS SHALL ALWAYS BE APPLIED IN "----------jTHE DIRECTION OF NATURAL WATER FLOW, SUGHTLY OVERLAPPED AT THE ENDS AND STAPLED. BLANKETS SHALL i3E STAPLED PER MANUFACTURER'S SPECIFICATIONS. SUBMIT ~2" X 12" SAMPLE TO LANDSCAPE; ARCHITECT FOR APPROVAL -:-... PLEASE NOTE: THE AREA TO BE COVERED SHALL BE PROPERLY PREPARED, FERTILIZED AND HYDROSEEOEO BEFORE THE BLANKET IS INSTALLED. HYDAOSEEOING AFTER BLANKET iNSTALLATION SHALL NOT BE ALLOWED, OVEFiSPRAY ON TOP OF BLANKET SHALL BE REMOVED. 0 -- ·:::--_ ,J. T i S .• IWI _ 36" - .- . . . TUFIF-1. ' SM 24" THIS AREA NOT IN CONTRACT :::-- - -------~ - _L ~ - ! I \ SYMBOL BOTANICAL NAME IRRIGATED Sl·iRt.lB SEEOMIX -e Acacia seligna lSS Achif!ea mmefo!ium Baccharis pit ronsanguinia C!stus corsicus Cistus sa!vifolius Ctafkia amoena I f---HEschscholzia ca!ifornica I f---i llasthenia chrysos1oma 1 e---<ILayia· p1atyglossa Lupinus nanus 1 f---ilMimuitJs loogiflorvs Plantago insutaris NON-IRRIGATED MEADOW AREAS 8 Achiltea mil!efotium 6rmnus carinatus Eriophyllum confertiflorum Eschschol2fa caEfomica Festuca ovirn.i Gi1ia capitata G'-Z'7 llupinus sthe • zii 1 Iossa . fu grandi!lorus ·ntago insularis rinchium betlum 0 Cera!onia smqua Eucalyptus. cittiodora Eucalyptu~ c!adocalyx Eu_calyptus maculata Heteromeles arbutilotia Geijera p.wvifotia ( PH Pim.1.s haleper.sis SM Schinus mollo 0 Acacia mdolens 0 Baccharis pi!. consanguine.a 0 Rhamnus californica 0 I Rhus integrifolia 0 Rhus laurina 0 Plumbago capens\s 0 Artemisia ca!ilo~nica T!JAFZONES TURF~1 Mowed Turi Areas Festuca e. 'Marathon 11' TUAF•2 Non-mowed Turf Areas Festuca ovina COMMON NA E Wi!lowAbacia Yarrow Coyote Bush Mauve Rockrose Sage Leaf Rockmse Farewell to·Sp,ing Calilomia Poppy Goldfie!ds Tidy Tips Sky Lupine Sticky Monkeyllower NCN California Sagebrush AuS'lralian Saltbush Coyote Bush B'uckwheat Golden Yarrow Catilomia Poppy Goldflelds Deerweed Arroyo lupine ticky Mor;.1<eyflower B<1~ge '-./ Varro~., can /~rome ~·nVarrow mia Poppy Sheep Fescue GlobeGilia Sky lupine Goldfield_s Sea Lavender Tidy Tips Mountain Phlox NCN Blue Eyed Grass Purple NeecHegrass Carob Lemon-scented Gum Sugar Gum NCN Toyon Catalina !tonwood Al_i&ppo Pine California Pepper NCN Coyote Bush Co!te,eberry Lemonade Berry ! !Laure! Sumac I !Cape Plumbago Tali Fescue . Sheep Fescue Nole: Refer lo Sheet P-34 for all planting delaus. • ( sx') Sarnbucus mexicaria Mexican Elderberry I I SIZE ' Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro ' Hydro Hydro Hydro Hydro Hydro Hydro Hydro , Hydro Hydro Hydm Hydro Hydro H / 10 /4dro ~' Hydro Hydro Hydro Hydro Hyd><> Hydro Hydro Hydro Hydro 15 ga! 5gal 5ga! 5gal 15 gal 15 gal j 1s gal I 1 15 gal • 24~ Box 15gal 24~ Box 36" Box 1 gal 1 gal i gal 1 ga! igai 1 gal 1 g:11 I Hyd!o I Hydro 1 gal /'."""' \ 'I Trees/Shrubs lo be relocaled or removed • -,/ • ~~ . :::::::::---.:: __ SPACING POUNDS QUANTITY PER AC, 1.50 NIA 2.00 3.00 3.00 2,50 1.50 67,950 S.F 1.00 1.50 1.00 3.00 2.50 30.00 1.50 NIA 1.00 2.50 10. .,/ .¼ 9,630SF. ~ ·--2.00 e.oo 4.00 3.00 40.00 1.50 ,.so NIA 3.00 3.00 2.50 8.00 Per Pian NIA Per Plan NIA Per Plan NIA 12 Per Plan NIA Per Pian NIA 32 Per Plan NIA Per Plan NIA Per Plan NIA Per Plan NIA Per Plan NIA 4 s·o.c. NIA 8'0.C. NIA 8'0.C. NIA 8'0.G. NIA B'O.C. NIA s.·o.c. NIA 8'0.C. ' NIA 8,735 S.F. Per Pfan NIA ! --I ~~O::!TH SCALE: 'I" :21Y LANDSCAPE ARCHITECTURE ERIKSSON• PETERS •THOMS ~ 27461 Ul!t: Arroyo, S2nJu.:in D.pinm,o, CA 92675 Tclc-pho"f' (714) 661-7127 i'AX {7i4}:U8-2599 D:ttc- U\VH 15NOV93 MWH 060CT94 . CSS TOPSOIL RELOCATION UWH ·01!lEC94 PREPARED FOR: COASTAL COMMUNITYBUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 PLANTING PLAN Job No. 9:!-511 Dr:wn Che-clc~d Dare Shce-t ~-29) or 35 Shem I I I I t a ;;j :ii 5J i !rl ,; r 0 ~ z '.D □ ~ .~ z GJ z C $; [II m ::0 -0 I (JI -0) 0 I (J) z ,-'-~ OJ !;1 JJ D JJ :;::., ~ z G1 T PO~NT CONCIEPTION WAY ~~~~~~~~~~s:.=::::~==--~ AT CENTERLINES OF SWALES AS INDICATED PER PLAN, INSTALL TWO (2) 48~ WIDE LENGTHS OF CURL.EX BLANKET AS PROVIDED BY AMERICAN EXCB..SIOR COMPANY, PICO RIVERA, CA, TEL {800) 321·2461. THE TOP SIDE OF EACH BLANKET SHALL BE COVERED WITH EXTRUDED GREEN PLASTIC MESH AS PROVIDED BY THE MANUFACTURER. THE BLANKETS SHALL ALWAYS BE APPLIED IN 1------ THE DIRECTION OF NATURAL WATER FLOW, SLIGHTLY OVERLAPPED AT THF: ENDS AND STAPLED. BLANKETS SHALL BE STAPLED PER MANUFACTURER'S SPEClFICATiONS. SUBMIT 12" X t2" SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. PLEASE NOTE: THE AREA TO BE COVERED SHALL BE PROPERLY PREPARED, FERTILIZED AND HYDROSEEOED BEFORE THE BLANKET IS INSTALLED. HYDROSEEDING AFTER BLANKET INSTALLAT!ON SHALL NOT BE ALLOWED. OVERSPRAY ON TOP OF BLANKET SHALL BE REMOVED, ~~:-~ I I HA RELOCATE CERATONIA SILIQUA TREES AS SHOWN, REFER TQ,SPECIFICATIONS AND1c--~ PLANTING DETAILS FOR PLANTING EQUIREMENTS, • HA • A ~~~~-'""c.oc+~~-,oi¼---i --,...,c--.t-,,,-_ -c:£!;.-tA-,::.; -e:.--:-7!,-t:,.~ ~~HAi~~}~ "-~- .HA HA : ~ ~ " ~ ' "' . ' ~ "- '~-~ ~~ ~-~", "' '· "'",,. • ' '-' ' '~ \:' ' ' "' ~ l ~"~;,;l\--"ii/r-1-----r;,<. ~~: I\.QAT :HLINE SEE SH T P-29 ,,.--......,_.,_::::k",,,,.--, RELOCATE SCHINUS MOLLE TREES AS SHOWN. REFER TO SPECIFICATIONS AND PLANTING DETAILS FOR PLANTING!-----' REQUIREMENTS, REFER TO SHEET 'P-31 FOR COASTAL SAGE SCRUB CONTAINER PLANT LEGEND, SEEDING LEGEND AND GENERAL NOTES. _L, S~MBOL BOTANIC .L COMMON NAME NAME IRRIGATED SHRUB • EDMIX 8 Acacia seligna Willow Acacia Achi!lea millefolium Yarrow Baccharis pil. consanguinia Coyote Bush Cistus cors!CUs Mauve Rockrose Cistus salvifolius Sage Leal Rockrose Clarl<ia amoena Farewell to Spring Eschscholzia cali!cmica California Poppy _ Lasthenia chrysostoma Gok!fields· Layia piatyglossa Tkly Tl)S Lupinus nanus Sky Lupine Mimurus longtllorus Sticky Monkeyflower Plantago insularis NCN California Sagebrush "p!ex semibaccata Australian Sa!tbush , -......, ris piL consanguinea Coyote Bush EriOg fasck:ufalum Buckwheat "'°~" EriopMi~---nlertif.orum Golden Yarrow Esc:hscholzr----·-..'Qm!Ca Calilcm!a Poppy Lasthonia chry.,. .. '-na Gold/ie!ds Lotus·sc-0parius ~ Oeerweed SIZE Hydro Hydro Hydro Hodro Hydro"'' Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hrdro Hydro Hydro Hydro Hydro Hydro SPACING POUNDS PER AC, 1.50 NIA 2.00 3.00 3.00 2,50 1,50 1.00. 150 LOO 3.00 2.50 30.00 1.50 NIA Lupinus succu!entus Arroyo Lupine 4.00 Plantago insularis 40.00 QUANTITY 89,500 S.F Mimulus ionglflorus C::~icky Monkeyflower 3.00 L'.:::::::::::t:S~•;::lv~i•~m~e::!!!i~fe~m!_ ___ ,,J,!:B~I ~"-~ g,~•;:-'7~/'1-=;,;:,,,'----'--'c;·50:,:,,.,.J,,. __ __, NON-IRRIGATED MEADOW AREAS 8 Achiliea mil!efolium Bromus carinatus EriophyUum conlertiflorum Eschscholzia ca!ifomica Festuca ovln.1 Gitia capitata 1 ,.,,,..,,..., 1Lupinus nanu Lastheni✓ ,.,ostoma Limcp/ Afuezii I ✓ ,.Aalyg!ossa ,....fn'ihus grandlfiorus F'!arrtago insularis Sisyrinchium be!!um Stipa puk:hra Euca!yptus citricdora Eucalyptus cladocalyx Eucal'fplus macutata Heteromeles arbutifo!ia Geijera parvifolia Lyonathamnus florib1.rndus Pinus ha!epens\s I Yarr9,..-V' / ia Brome ,.,...,.acn Yarrow California Poppy Sheep Fescue Globe Gilia Sky Lupine Goldtie!ds Sea lavender Tidy Tips Mountain Phlox NCN Blue Eyed Grass Purple Needlegrn.ss Carob Lemon•ocented Gum Sugar Gum NCN Toyon ' • • ]Austral1ao W1!!ow Catalina Ironwood Ateppo Pinc latanus acerifolia 'Bloodgood' London Plane Tree Ca!ilorn!a Pepper 0 Acacia redo!e:-is NCN 0 Baccharis pit consanguinea Coyote Bush 0 Ahamnus ca!ifomica Cotteeberry 0 Rhus integrifc!ia Lemonade Berry 0 Rhus taurina !~aurel Sumac ' 0 Plumbago capensis Cape Plumbago 0 Artemisia californlca NCN TURF ZONES TURF~1 Mowed Turf Areas ran Fescua Fesfuca e. 'Marathon Ii' TURF·2 Nein-mowed Turf Areas Sheep Fescue Fesluca ovina Noto: Rofer to Sooet P-34 for &~ p!:mting dsta!s, Hyd Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro 15gal 24" Box 15 gal Sga! Sga! 5ga! 15gal iSgal 15gal 15 gai 24~ Bax 1 ga! i gal 1 gal i ga! lga! 1 gal 1 gal Hydro N/A Per Plan Per P!an I Per Plan Per Plan Per Plan Per Plan Per Pfan Per P!an Per Plan Per Plan a·o.c. 8'0.C. B'O.C. S' 0.G. S' O.C. B'O.C. s·o.c. Hydco I 1,50 3.00 3.00 N/A NiA NIA NIA NJA NIA NIA N/A NIA. NIA NiA NJA NJA NIA NIA NIA NIA 45,690 S.F 20 15 83 34 ,_ • 11 15 ' 14 I I 237 33 115 ... - c~ Sambucus mexicana Mexican Elderberry \ /-'-, \ ) Troos/Sllrul>s lo Ire re.'ocaled or remwed --._.,I . 1 ga! Per Plan NIA ' ✓ NO~TH SCALE: f" :20' ,,,, .... ~-·~ .....:_ ~ '. •' IE IPT I LAND S~C APE ARCHITEC~RE ERIKSSON• PETERS• THOMS • I• •t'J 1214 Eut Grnr; St<ttt, l'inJ~n~,-~~hforniJ ;ll(I& T~ltpkmr {~JR) 795 .. 2Q[il:l (213} 681-3408 , FAX (818) 795-2547 27461 C.i1tt Arroyo, Safi Ju~n Clpim~oo. C!t. ')26 75 Ttlqihsme (714) 661> 7127 EI\X (714} 248➔259'1 MWH 22FEB94 --·- MWH 060CT94 • ,-~----~----· CSS TOPSOIL RELOCATION MWH 01DEC94 PREPARED FOR: COASTAL COMMUN!TY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 .. ~ ~ < ~ z < r.r.l ~ tJ 0 I 1 1--4 ~ ~ < ~ ~ u 0 Cl-; ~ t==l r.r.l ~ z 1-, cef;f~t;; ' ~ Is l PLANTING PLAN ,/ itlijffil 111~ 111!)/ji iil~ir/A "l~1MI. 1il~1i ~~~w~~~ f0hNn 92-511 ---· D,~w" ---- Chcd:.ed Dare Sheri P-30 Of 35 Sheets ii ~ Ci ~ z C <' ~ rn rn :0 p; ---~··--·~-~-' z C s: [[] m :IJ -0 I (J1 0) 0 I (/) D ~ ,-:: S, <.. z G'J L C :-;: OJ n1 JJ ~~-----, ¼ z T D 5 0 JJ ~ z G1 I I COASTAL SAGE SCRUB CONTAINER PLANTS S?fM:EPN%F TQTAi Pl ANTS Mem!sla caJifomica Opuntla proltfera Opurrtla littoralis Dudleya lancoolata Dudleya putveruienta lsocoma meru:esii Baccharis p. var, consangulnea Stipa pu!chra Sarroucl!s moxlcana Erlog<;num fasciculatum lsomaris arborea Mirabllis califom!ca Mim..ik.ls auranl:iacus spp. aistra..'13 Loymus condensatus Erre"3 s7"'mira TOTAL NUMBER OF PLANTS CaiITom!a Sagebrush Coast Cho~a Prickly Pear Live Forever Chalky Live Forever Coastal Gok:ienbtlsh Coyo!e Bush Purple Naed[egrass Mexican E!dolborry Caldoroia Suekwheat Bladderpod Wishbone Bush San p!ego Monkey Flower 'Giant Vlfi!d-iye ccwn §:re":3 • Planl:s to be inocLl!ated at the oorsery with mycorfhizal lung I. 800 125 125 30 30 150 300 100 10 720 80 30 120 20 250 2,890 AA additional 300 plants (10 percent of total) shall be planted 30-45 days following the initial instaHalion, Thesa 300 p!a.nls are intended to replace any early mortality arid supplement the initial planting, H 1he morta!ity rate is less than ten percent COASTAL SAGE SCRUB SEEDING ftB:-OJFlCNAflf Q:lbP'Jt:MVf ! RS/ACAF TOiAJ tes Memisia caliiornica Ca!ifomia Sagebrush 5.6 23.7 Encalia cal;fornica California En::.elia 2.8 12,3 Lotus scoparlus Coastal Oeerweed 2.0 8.5 Ertoganum fascicu!atum Calilomia Buckwheat 8.5 36.0 Baccharis p. var. consangu!noa Coyota Bush 0.6 2.5 Salvia ma~:fora Black Sage 1.0 4.2 Sisyrinchlum bellum B1ue•Ey&d Grass 1.0 4.2 Stipa puk:hra Purp!e Needlegrass L5 6.3 Lupinus succulontus Arroyo lupine 2.0 8.4 Lupinus bico!or Miniature Lupino 4.1 17.4 Plantago insularis Wooty Plantain 3.0 12.7 Lasthenia californica Gok.!iie1ds 2.0 B.4 Galium augusti1olium Chaparral Bedstraw 0.6 2.5 Gnaphalium ca!ifomicum CaH!ornia Everlasti11g o.s 2.5 EWlschotzia caHfornk".a Calrtomia Poppy 1.0 4.2 lsocoma menzasH Coastal Golds-nbush 1.0 4.2 frirriN!'.lnn ~ct"IQmm GA:h (t?"OW l il § i TOTAL 38.4 161L2 Toe purity atd germination for all of the above seed shall meol lhe ~s&.S Guldollr1es for Seed Specifications,"" revised 1992. AT CENTERLINE$ OF SWALES AS INDICATED PEA PLAN, INSTALL. TWO (2) 48~ WlDE LENGTHS OF CURLEX BLANKET AS PROVJDED BY AMERICAN EXCELSIOR COMPANY, PICO RIVERA, CA, TEL. (800i 321-2461. THE TOP SIDE OF EACH 81..ANKET SHALL ae COVERED WITH EXTRUDED GREEN PLASTIC MESH AS PROVIDED BY THE MANUFACTURER, THE BLANKETS SHALL ALWAYS BE APPLIED IN THE DIRECTION Of NATURAL WATER FLOW, SLIGHTLY T RELOCATE EUCALYPTUS TREES AS SHOWN. REFER TO SPECIFICATIONS AND PLANTING DETAILS FOR PLANTING o----~ REQUIREMENTS. I ' ' I I ! ' HA ,,,..-.... L_ l1-1t.• ,. -j-;\I I . . . MATCHLINE SEE SHt:ET P-32 • !·:· :" •,• • .. • OVERLAPPED AT THE ENDS AND STAPLED. BLANKETS SHALL BE , . STAPLED PER MANUFACTURER'S SPECIFICATIONS. SUBMIT 12-X r--------------7!-tf-----f-----fi-7,jf:;:::::,,<:=F't';..:_--;..;;~~~'F. 12~ SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. '·• PLEASE NOTE: THE AREA TO BE COVERED SHALL BE PROPERLY PREPARED, FERT!UZED AND HYDROSEEDEO BEFORE THE BLANKET IS INSTALLED, HYDROSEEDING AFTER BLANKET INSTALLATION SHALL NOT BE ALLOWED. OVERSPRAY ON TOP OF BLANKET SHALL BE REMOVED. ,. Contractor shall secure tho required flUrsery stock as soon as poss-ib!e, The required nursery stack sha!l be contract grown by, or purchased from, a coastal nursery that has exporienca in growing native pian!s (e.g., Tree of Ufa Nursery or vmage Nursery), Con1rae1 grow;ng is recommended to ensure the planting stock is available. The planting stock shall be grown in 0-40 containers. AU planting stock shaH be dalivored for planting in a healthy growing condition, wilh roots showing no tendency toward being rootbo1.H)d. 2. Corrtainer planting shall occur as soon as planting stock becomes available, , 3. All prnserrt vegetation in the Coastal Sago Scrub zooe shall be romoved. {Trees not sfatad for rnmoval aro an oxceplionl Vegs!a!ion removal shall bs accomplished by appllcat!Ofl of an EPA labeled systemic 1 hel'Uiclde 30 days prior lo the planting/seeding. Ail of the dead vegetauon shall be removed from the site so that the mineral soil is exposed, a!lowlng for the germination of the native seed to be applied. Removal of existing hydroseed fiber shall also occur in 1he Coastal Saga Scrub (CSS) zone. 4. Prior to planting/seeding, a good seedbed shall be prepared by break:!ng 1ha hard surface of the soil by cu!'livating in some manner such as disking or roto!i!ling. 5. Upon complelion of ths so!ls report, performed by others, soil treatmerrt may ba necessary for the CSS zone. 11 so, contractor shall implement tha soil treatment under Iha direction of LSA Associates, Inc. or approved representative. • • IS. Container planting shall be spaced In natural looking patterns to replicate the character of adjacent CSS communi!ios as closely as possible, The planting shall be set oul 011 the slte under the supeiviskm o! Bf!l O'Connell {LSA), or approved represcn!a!lvo, and EPT Landscape Architecture. 7. Planting Technique-: Planting o! con1ainar stock shall be done prio1 to soe(!ing operation in tl1e CSS zone, •- 9. 10. and when soil has sulliclent moisture to support the plants. All plants shat! be planted .according lo the following directions: TM site o! the planting hota shall bs 1,5 iimes the height and 2.0 tifries the width o! the root bati, and sMU have vertical sides with roughenod surfaces. Any roots wrapped arouod the sides of the container shall be pi.tiled IOosa lrom the root ball. The sides ot the mot ball shail be scarrlied !o proroote new root growth. ?rants shalt be p!anted wiih the roots untangled and laid ou! !n the planting hole 10 promote 90od root grm,-.1h am:! prevent the plant from becoming rootbouncl. The planting hole shall be back.fined with thoroughly broken up native topsoit Plant sha!! be set in the planting ho!e so lhai the crown Of the root ball is 0.5 inches abov& finish grade, Toe crown of the plant sha1! oot be depressed. A watering basin 24" in diameter shall be provided around each plant. Each planting hole shall be fl!ted with water before planting and each p!anl shall be watered, immediately folk>wing planting, with sufficient waler to rnach the lower roots at the time of planting. Seeding Technique: following the installation of the container plants, the area Is to be seeded by hand. Before tM seed is applied, the site will be prepared by carefully removing all dead grass and weet!s between the previously installed p1anls. The seed to be applied shalt be mtxed wilh a dispersal agent such as rice hulls or dry sand. It shall than bG applied by hat'ld to the open spaces between the con1ainer plants. Fol!ow:ng dispersal ot the seed, it shall be raked into the soit witti a bamboo•type garden rake. Tho CSS ravega!aHon does nol requira irrigation. However, tampomr1 irrigation by hand may be required of the Contractor under drought conditions. This hand watering shall be performed under the direction ol a revegetation consultant Weed Control: Any concentrnled development of weed tro½1h that may appear in the CSS zone shall bs removed at ten day intervals. Such weed concsnttations shall be removed manually or by "wicking~ with an hstb!c!de approved for that purpose. TOPSOIL REI.OCATiON NOTES FOU..OW!NG ARE Tr!E SPECIFICATIONS REOutFIED FOR THE PREPARATION OF THE COASTAL SAGE SCRUB ~~~TING AREA FOR THE APPLICATION OF RELOCATED COASTAL SAGE SCRUB TOPSOIL PRIOR TO PAEPI\AATIOl-1 OF THE RESTORATION SITE PfUOR TO THE AfPL!CATIOl-l OF CSS TOPSOIL TO Tl1E RESTORATION SITE, THE AflEA IS TD BE RIPPED AND CROSS-RIPPED TO I\ DEPTH OF EIGHTEEN (18) INCHES. AFTER THE SITE IS RIPPED. THE FOLLOWING AMENDMENTS SHALL BE ADDED PEA 1,000 SQUARE FEET. 10 UlS. SOIL SULFUR 150 UlS. AGRICULTURAL GYPSUM THESE·A. .. ENDMENTS AflE TO BE INCORl'ORATED BY DISKJNG CR ROTOTILL>JG TO A DEPTH OF 4-<l INCHES. SALVAGE AND AEl'LACEr.1ENT OF TOPSOIi. THE TOPSOIL IN THE COASTAL SAGE SCRUB AREA$ Will 8E SALVAGED AND MOVED TO THE CSS R:.?:STORATION AREA IN El CAPITAN PARK. THE IRVJNE. 00::a~PANY WILL FURNISH THE CSS TOPSOIL TO THE EL CAl'ITI\N SITE AT NO COST TO THE CONTRACTOR. IT SHAU. llE "!HE RESl'ONSIBll.JTY OF TI-IE CONTRACTOR TC SCHEDULE THE PROJECT ACCOOD!"'...:Gi. V WITH THE IFMNE COMPANY TO ENSURE NO TOPSOO.. OE STOCKP1LED f9tl M<l EXCESSIVE AMOUNT OF TIME. TMIB. SOtL WILL BE MOVED DIRECTL V F00\4 ITS ORIGtNJU.. LOCATION TO THE OES!GJ.IATEO RESTORATION AREA IN EL CAf'ITNl PARK. IN ORDER TO AVO:D STRUCTIJ1'W. DAMAGE TO TH:E SO:t, MOVING IT IN A DRY CONDITION W'.U. BE MOST DESIRAS:t.E. UPON RECEMNG THE C$$ TOPSOIi.. AT EL fAl'ITAN PAR.~, THE CONTRACTOR SHALL SPREAD THE TOPS0:1. 0.'ITO THE RESTOAATION SITE LOOS El Y, W.:N~ti?l.'\lS CO,V.PACTION BY EQUIPMENT (E.G. TRUCK MIO SCRAPER TIRES) TO A DEPTH OF 12 r,;,.'CHES AFTER R~LOCATING AND SPREADING, THE TOPSOIL IS TO BE BONDED TO THE RELOCATION SITE WITH A S~EPSFOOT ROLi.ER MID COMPACTED TO A MAXIMUM DENS!7Y OF SO PERCENT. WITH TH~ EXCEPTION OF CACTUS, Ail. OF THE AEIOVEGROUND PORTIONS OF THE EX!STING VEGETATION 1.lUST C~ SHREDllEO, BROXEN i;\J PLACE, OR CHIPPED AND BLOWN !JACK ONTO THE SOIL AND RELOCATED A!.0™3 WITH IT. IN NO EVENT SHAU. AfN ABOVEGROUND PIECES OF VEGETATION EXCEED ONE (1) FOOT IN t.Et.:Gnt, NOR SHALL THE TOPSOIL BE EXCESSIVELY MIXED WITH THE SUBSOIL OR EXCESSJVELY 1.Wl:?t!IATEO AS OETERl,l:NeD av THE LANDSCAPE ARCHITECT. ON 2:1 SLOPES OR LESS, THE OCffi"RACTOR Slit.I.I. tM.~E Sl'ECIJ\l EFFORT TO MJX THE OSS TOPSOIL WITH TI!E SUBSOIL TO CREATE A STABLE, NON- EllOOA-'1.E SOIL STRUCTirnE. ON SLOPES GREATEP.11-IAN 2:1, NO TOPSOIL PLACEMENT SHAU. OCCUR. FOUOWl>,'8 THE COl.!f'LETION OF THESE TASKS, THE OSS PU\NTING AND SEEDING SHl\lL COMMENCE IN ACCOIUWICE WITH THE COASTAL SAGE SCRUB PLANTING NOTES LISTED ABOVE, -- I I t!l I -'- I : t----,---/ ------'-<'eof :Jr--+-1----r~~--\J.., A.: I I I ... LF SYMBOL BOTANICAL NAME IRRIGATED SHRUB SEEDM!X 8 Acacia seligna Achil!ea millefolium Bacc:haris pif. coosangulnia Cistus corsicus Cistus salvilolius C!arkia amoena Eschscholzia ca!iiomica Lasthenia i;hrysostoma Layia piatyglossa Lupinus nanus Mimuius !ongiflorus P!arrtago insuiaris h,.._ '-'HRIGATEI) SHRUB SEEDMIX ~ -..._Artemisia call!omica ~lex sem1baccata B~ ~ris pi!. consanguinea E~~~fasciCtllatum COMMON NAME Willow Acacia Yarrow Coyote Bush Mauve Rock.rose Sage Leal Rockrose FareWell to Spring California Poppy Gold!ields Tidy Tips Sky lupine Sticky Monkeyflower NCN CaHomia Sagebrush Australian Saltbush Coyote Bush Buck~heat Go!den Yarrow Eschscholzia~mica California Poppy ~ Eri-o~t,y1 ~-"!I: forHflorum . Lasthen!a ch~N~~, , , , Goldfields ., • ~ lotus scoparius Deerweed ~ Lupinus succu!entus Arroyo Lupine ~ MimulJs kmgiflorus ,~· ky Monkeyflower Plantago insularis ~ Salvia metiifera iBla •oe ''-,// NON--lfRRIGATED MEADOW AREAS ) C SIZE SPACING POUNDS QUANTITY PER AC. Hydro 1.50 Hydro NIA 2.00 Hydro 3.00 Hydro 3.00 Hydro 2,50 Hyclro 1,50 61,100 S.F. Hydro 1.00 Hydro 1.50 Hydro 1.00 Hydro 3.00 Hydro 2.50 Hydro 30.00 /, Hydro 1.50 ~ Hydro NIA JP!~:~ Hydro Hydro 0 Hydro Hydro _£. -Hy~dro 11/,, ~· 2 CG Hydro 8.00 Hydr 4.00 ~'I 3.00 40.00 . yd.o 1.50 s Achillea miUeto!ium Yarm.,....-~~d 1.50 Bromi..1s ca:rinatus c~,funiia Brome h.,_ NIA 3.00 Erio?t!ytlum coniertiflorum v,,... en Yarrow 3.00 Eschscholzia ca1iiomica1/ California Poppy 2.50 Festuca oolna St1oe-p FesciJe Hydro,~ 8.00 Gi!ia capitaia 1/ Globe Gi!ia Hydro~ 0.50 lupinus nanu. Sky Lupine Hydro 4.00 ~ Lasthenia/ ~cma Goldfields Hydro ~-SO 46,000 S.F li~~i:,erezii Sea Lavender . Hydro I~ ~1atyglossa Tidy Tips Hydro . Hydro 1.00 ~ rnthus graridrflorus Mountain Phlox ~ Plantago insularis NCN Hydro 20.00 Sisyriochium bellum Blue Eyed Grass Hydro 5.00 Slipa pulchra Purple Needtegrass Hydro 6.00 ~ .. -.. {1 -' ( ' ◄ , ' ,, .. ~ 0 Ceratonia siliqua Carob 15gai Per Plan N/A -24,''Box "\ EC) Eucalyptus ci!Jiodora Lemon•scented Gum 15 ga! Per P!an NIA -- c,. Eucalyptus cladocalyx Sugar Gum 5gal Per Pian NIA 70 ' 0 Eucalyptus maculata NCN 5 ga! I Per Pian NIA 54 0 Haterome!es mbutilolia foyon 5gal I Per Plan NIA 19 GP Geijera pa;viio[ta Au~ralian Willow 15gai Per Plan M/A 15 . LF Lyonothamrius Uoribundus Catarina tronwood 15ga1 Per P!an NtA 14 (PH I ' Per Plan I jPinus haJepensis ' Aleppc Pine 15 gai NIA ,s· 0 Platanus acerifoiia 'Bloodgood' London Plane Tree 15 ga! Per Plan. NIA ' --~---24~ Box: (::) Schinus n,olle Calilomia Pepper 15 ga! Per Plan NIA -24~ Box 0 Acacia rodolens NCN 1 gal I 8'0.C. NIA - 0 ! Bacc:haris piL consanguinea Coyote Bush 1 gal 6'0.C. NIA - 0 Rhamnus caltfomica Cotteeberty 1 gal 8'0.C. NIA 69' 0 ' Rtms integrifo!ia Lemonade Berry 1 gal 1 8'0.C. I NIA 124 i ' (0 I Rhus iaurtna Laurel Sumac 1gal s·o.c. NIA 125 0 Plumbago capsnsis Capo Plumbago 1 gal s·o.c NIA - 0 Artemisia califomica NCN 1 gal B'O.C. NIA - TURF ZONES TURF-1 Mowed Turf Areas lrall Fescue Hydro -Festuca e. 'MarathOfl II' TURF-2 Non-mowed Turl Amas Sheep Fescue Hydro Fes!uca ovina - I( sx) Sambucus rnexicana Mexk.an Elderb€rry 1 gal Per Plan NIA /",-• 1 lTrees/Shrul>s lo be relocated o, iemoved '..__',/ , IE IPT I # { ~ " I.I I ~'----"" ~----✓ ... ~/] A N D S C A p E iRCHITECTURE . ERIKSSON• PETERS •THOMS --. 12H E.i,t (;r(·•·" 'ine.;>r, Vl1JJtt1J. C J!iforniJ 91 HJ6 Td,phouc· (818) 795--2008 (213i 63J.}4i:18 . f"AX {1>18) 795-2547 '<i .~7461 Cille Arwy1). s~nJ1!.m CJpimanll. CA 9267.5 Ttlcphmil'"(714) M,l0 7127 fAX ("/!4) 24<i-2C,•,N lkvi~i"m !!L ___ !ht<" &_ __ -""'" --_22FEB~~ &_ f'A<-,Eo __ _!'1W.l:L ~'1.4 t IAWH 060C_T94 -CSS TOPSOIL MWH 01DEC94 _RELOCATION , ·-·-.. "_ ... " -------····- PREPARED FOR: COASTAL COMMUNITY RU!LDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 ~ ~ < ~ z < p:.:i 0 ~ 0 I l ~ ~ ~ ~ I PLANTING PLAN 111~,111~~-·~~, J<,b No 92-511 Chcd:.ed or 35 Shem I I •e, C J! id ,, . H, 0 n 0 ,,., • 0 ., " L ;; ~ a ~ ,,~-----~ ~ =t: ~ 7J w I -01 -• Cf) 0 i I (j) '->I V\ ·u ' J-,, 7,. I p r 0 u I 0 0 n u 0 ' ~ z I ~ I 0 G1 z -- ' I I I I • i I I I \ \ ..J w \ \ ..... V. ~-:.-: ,HA •. ••• . ~ • T . O<;ATED . · .• Sf.t '· ·.:. TURF : · .. ; ~; ··~ . .. ~. . iiagc • s~,1 ·. ~ 15g . . .... --TURF-2 T ·~ / . . --. . . . .. """ FICUS 'Green Gem'--, TEiRRACIE FUDGE AT CENTERUNES OF SWALES AS INDICATED PEA PLAN, INSTALL TWO (2) 48~ WIDE LENGTHS OF CURLEX BLANKET AS PROVIDED BY AMERICAN EXCELSIOR COMPANY, PICO RIVERA, CA, TEL {800} 321-2461. THE TOP SIDE OF EACH BLANKET SHALL BE COVERED WITH EXTRUDED GREEN PLASTIC MESH AS PROVIDED BY THE MANUFACTURER. THE BLANKETS SHALL ALWAYS BE APPLIED IN SYMBOL BOTAN!CAL NAME IRRIGATED SHRUB SEEOMIX 8 Acacia s~iigna !SS Achi!lea miliefo!ium Baccharis pi!. consanguinia Cistus corsk:us r::=~ ICistus salvltO!ius f-cram.ta amoena ---< 1Eschscholzia cali!ornica f---l llasthenia chrysostoma >---<ILayia platyglossa f---l lLupinus nanus Mimu!us !oogiflorus Plantago insularis Artemisia califomica ·~ex semibaccata Is':'-. ris, pll. consariguinea Eliog;;;r• ~ascicuiatum EriOphy 1~ nfertiflorunl Eschscholz1~· ~ica Lasthenia ch ~• lotus scopmius lupinus succulenius Mimu1us kmgiflorus P!antago insularis Salvia me!lifera NON-!RAIGATE□ MEADOW AREAS Achillea milletolium Bro mus carinatus Eriophyilum confertif!orum Eschscho!zia calilomica Festuca ovii"la Gilia capitata l'V7Tlilupinus nanu Lasthenia7_cstoma Umoni~__.i:rezH ~~ ratyglossa .,.......fuhus grandiflorus ~!antago insuiaris VA Sisyrinchium bellum ~ Stipa pu!chra 0 Ce,atoo,a siliqua Eucal\tptus citriodora Euc..1.~tptus dadoca!yx Eucalyptus maculaia COMMON NAt.'lE wmowAcacia Yarrow Coyote Bush Mauve Rockrose Sage Leaf Rockrose Farewell to Spring Calijomia Poppy Goldlields Tidy Tips Sky lupine Sticky Monkeyfiower NCN California Sagebrush Australian Saltbush Coyote Bush Buckwheat Golden Yarrow Califomia P_oppy Gok:ifiek!s Deerweed Arroyo Lupine 1~ Monke}rflower 81a~ Var~,,.. ~ Ci"" 1 a Brome n Yarrow a omia Poppy Sheep Fescue GlobeGilia Sky Lupine Gok:lfiekls Sea Lavender Tidy Tips Mountain Ph!ox NCN Blue Eyed Grass Purple Needle-grass Carob Lemon-scented Gum Sugar Gum NCN -,...-'',:--"'i:;....-~.....:'<"'-"s:--'"s--'~~~~r=:::=,;1r=1-----------~---~ THE DIAECi!ON OF NATURAL WATER FLOW, SLIGHTLY \ OVERLAPPED AT iHE ENDS AND STAPLED. BLANKETS SHALL BE • LF STAPLED PEA MANUFACTURER'S SPECIFICATIONS. SUBMIT 12" X eterorneles arbutifo!ia ~~ C: ~ = "" .,,;;-..,t;t;~~i,J r,~ATCHLINE SEE SHEET P-31 A ..L 12~ SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PLEASE NOTE: THE AREA TO BE COVERED SHALL BE PROPERLY PREPARED, FERTILIZED AND HYDROSEEDEO BEFORE THE BLANKET iS INSTALLED. HVDAOSEEDING AFTER BLANKET INSTALLATION SHALL NOT BE ALLOWED. OVERSPRAY ON TOP OF BLANKET SHALL BE REMOVED. MeJtican Elderberry 1 gal Per Plan NIA r- \ ) Tooes/S!m!bs lo be re!oc.ated qr ·removed . ..__ / Toyon Austr.aiian Willow Lyonoihamnus· ftcribunctus Catalina Ironwood Pinus halepensis Aleppo Pina I PR Iatan.us acorilo!ia 'Bloodgood' London Pia.rm Tree I SM California Pepper 0 Acada ·redo!ens" NCN 0 Baccharis piL consanguinea Coyote Bush Rhamnus califomica Cof!eeberry ..__,1© ....__r~ 1-0-R-. -+-R-h-u,-i-nt-egri!olia Lemonade Berry TURF ZONES TURF~1 Mowed Turf fo...reas Festuca e, 'Marathon H' nJRF--2 Non-mowed Turf Areas Festuca OVlna Ta!! Fescua Sheep Fescue Hydro 5,460 SF. Hydra 0 Rhus laurina laurel Sumac 0 I Plumbago capensis Cape Plumbago 0 Artemisia c~lifomica NCN Note: Refe, lo Sheel P-34 for al planting details, " .. SIZE SPACING POUNDS Hydro Hydro N/A Hydro Hydro Hydrc Hydro Hydro Hydro Hydro Hydro Hydro Hydr Hydro Hydro NIA Hydro Hydro Hydro Hydro Hydro Hydro ., Hyd )'' ro -iydro Hydro '1!:;;'" NIA ,u Hyu H}-dro Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro ~ 15ga! Per P!ar. :24~ Box 15 ga! I Per Plan 5gar i Per Pian ' Sgal Per Plan Sgal Per Plan 15gal Per Plan 15gal Per Pian 15 ga! i Per P~an 15 ga! Per Plan 24~8ox 15 gal Per Plan 24~8ox 1 gal 8'0.C, i ga! 8'0.C. 1 {ial 6'0.C .. 1 ga! 8'0.C. 1gal 8'0.C. 1 gal 8'0.C. 1 gal B' O.C. PER AC. 1.50 2.00 3.00 3.00 2,50 ,.so 1.00 1.50 1.00 3.00 2.50 30.00 2.00 800 4.00 3.00 40,00 L50 1.50 3.00 3.00 2,50 8.00 6.00 r-YA NIA WA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA . NIA NIA . NJA . QUANTITY 35,200 SJ' .18,575 S.F. ~ 24 6 273 113 71 76 l\':O,'i!TH SCALE: f'::W' LANDSCAPE ARCHITECTURE I ERIKSSON. PETE.RS. THOMS I ~ -1214 E.u~Grm, Smct,P:imkn.1, C,Jifumi2 ·9_il0o T<:"ltphom~ (818) 795-2008 (Zi3} 681-3408 FAX (618) 795-2547 '?J 21461 Cille Arrcyo, 53.n Jiun Upim~oo, CA 92615 '!H:phone (714) 661-7127 FAX {714) 2-48-2599 RC'visio1;s "" O;t(' .b\ ~rrj.;,J,.i.. ~e,o,, t1Wtt Z· 11·'1"" I ' _[:.~--MV'J"ri 050CT94 CSS TOPSO:l. ) a\ RELOCATION f..'iWH 01DEC94 PREPARED FOR: COAST AL COM!,,1UNITY BUILDERS 550 NEWPORT CENTER DjllVE NEWPORT llEACl!, CAUl:'Q,RNIA 92660 PLANTING PLAN fcb No, 92-511 Duwn Chrdtrd • Datt Shttt ~-32 Of .35 ji i i ' '' ,, r .. D ~ ~ L. C: s [1J m ::cl '"~-----~ u~----~ r: z "' 0 5 ~ r ~ C ~ • 0 JJ ~ ~ z G] '7 "--r s m m JJ 7J I (JI 0, 0 I (/) ,, _____ _, 0 ::r: R ~ z G) '7 I 6 I I I -- T 7 8 REFER TO SHEET P-31 FOR COASTAL SAGE SCRUB CONTAINER .--,PLANT LEGEND, SEEDING. LEGEND AND GENERAL NOTES. 7 _L SYMBOL BOTANICAL NAME IRRIGATED SHRUB SEEDMIX e Acacia seligna Achiliea milleforium Baccharis pt!. consanguinia Cistus corsicus Cfs'ius satvifofo.is Clarida amoona ., __ _, 1 Eschschob.:ia califomica n----J Lasthenia cluysostoma 11---J I Layia ptatygk:lssa I 1---i Lupinus nanus Mimulus Jongifiorus P!am~go insularis ,, '-IIHRiGATEO SHRUB SEEOMl:X COMMON NAME Willow Acacia Yarrow Coyote Bush Mauve Rockroso Sage leaf Rockrosa Farewell to Spring Ca!iiomla Poppy Goldtields T>dyT\)s Skylup!ne Sticky Mor.keyftowar NCN S&ZE SPACING POUNDS QUJUmTV -PER AC. Hydro Hydro. Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro Hydro NIA UiO 2.00 3.00 3.00 2,50 1.50 1.00 1.50 UJO 3.00 2.50 30.00 'lMemisia ca!ifomica California Sagebn.ish Hydro , NSS L 'olex semtbaccata AllS?ra!ian Sa!tbush Hydro ~~•ris pit consanguinea Coyote Bush Hydro I • E~ ~ fasck:ulatum ' &lckwhe.at Hydro !s--s--.;ilEriophy1k.~~~~iflcrum Golden Yarrow Hydro I I!~"~ ~::~~~-;~~? ~:~;~:P~J ~~: ...._~". Lotus$1).1paritis.~'. Deerweed .H~'dro ), ~--Lupinus succ.Jlentus ~ Arroyo Lupine Hydrt>' !"-"-. Mimuk.is longlflcrus -...,-;:ky Monkeyfiower 1)1;// I ~ ,.,: Plamago lnsulans •~ '-.:.. , _,,,dro Salvia melliiera Bla'c,..._ "-...~"-,--,,,.. .j;/..!.:;!HY:::d"':;;:.J:_ __ J__:1;::.50::_..,_ __ __,! I ' ==========---_;':,,._....,., / ·, ~N:,:O::N-l:::;.:R:,:R:;:<G;::A::, T E ; : : O : : . ; ; : M , : : E A ; : D : ' . : O ! ' . ~ : ! l . : : ; A : : ; R : : : E A : : : ; S : : _ _ , , , ~ - , , ✓_,; ~ '--.,,..,...,.,.-,--,----r-.,.=-r----1 8 Achilieam~letotium p·'arro.1-""' ~ . 1.50 Bromus carinatus !Y/'ua Brome NIA 3.00 > 11 ErbphyUum coo~ertifiorum ,....,.den Yarrow 3.00 Eschscholzia califomica 1/ Calih:mlia Poppy Hyu ' 1 ~ 2.50 > Fes1uca ovina ~ Sheep Fescue Hydro I~ 8.00 Gilia capitata Gbbe Giiia Hydro 0.50 I r7-'7T7 !Lupinus nanw Sky lupine Hvdro 4 00 r'~ #' lasthenia/ ~oma Goldfields Hydro :so • -· ---• -~ /4 LimoJ'./ ~rezli Sea Lavender Hydro '-.. ~ la>" -1atyglossa Tidy Tips Hydro U). ' 7 ~fnthusgr.andiflorus MoontainPhklx Hydro 1.00 ~I-( -Pta~~go i~larts NCN Hydro 20.00 ~ Sisyrinchiumbel:Um Blue Eyed Grass Hydro 5.00 Stipa pulchra Purple Need1egrass Hydro 6.00 , 0 Cecaton;a siliqua Carob (EC) Eucalyptus. crtnodora ( I:,, j Eucalyptus cladocalyx Sugar Gum ( O) Ec:caiyptus maculata NCN ( HAj Hetarometes a!butifolia Toyon (GP.) Geijera paNl!oila Austrailao Willow Catalina Ironwood I I 15 gal Per P!~n 24~ Boll'. 15gal Per Plan 5ga! Per Plan 5gal ! Per Plan 5gal Per Plan 15ga1 Per Plan 15ga! Per Plan ( LF ~ lyonaihamnus floribundus l--,,s=E~-----..,--1-----+-- : ( PH \ Pin us haiepensis • i \ ./ 00 Schinu,s rrolle 0 Acacia redolens 0 8accharis pi1. consanguinea © Rhamnus caiifomica 0 F!hus integrilotia 0 Rhus faurina 0 Plumbago capensis 0 Arternisia califomica TUR:FZONES rum=~1 Mowed Turf Areas Fes:uca e. 'Marathon H' TURF-2 Non-mowed Turi Areas Festuca ovina Aleppo Pine California Popper NCN Coyote Bush Qoffeebeny Lemonade Berry Laure! Sumac Cape Plumbago NCN Tall FescUa Sheep Fescu'e 15gal 15 gal 24~ Box ~5ga! 24'" Box 1 gal 1 gal 1 gal ,1 ga! iga! 1 gal 1 ga1 . Hydro Hydro Per Plan Per Plan ' Per P!an 8'0.C. 8'0.C. 8' o.c. 8'0.C. s·o.c. . S.'O.C. a·o.c. NIA NIA Nill NIA NIA .55. NIA .. NIA ' NIA NIA NIA - NIA ,143 NIA 47 NIA ,115 NIA n I NIA 47 NIA 86 NIA 155 ___ ;N-:'ot;:,e;,.:·::--R,~-f-e:_ SX • Jsambucus mexicana Mexican Elderberry :1 gal Per Plan NIA /-\ l Trees/Shrubs to be re!ocate<I or removed. ..._.,./ t{O~nl set.LE: f':20' ';j 27461 Call.:: Atro)'(l', Sa1:1J113.n D.pi,inoo, CA 92675 U-lq:,OOn;: (714) 661-7127 rAX (714) 248--259? ~hions "" O,re ~ ' ~-:JH ' OSOCTC4\ Aa\ CSS TO?SO:J.. 8 RE!.OCATIO:l l'l\"JH om~c!l4 PREPARED FOR: COASTAL COMMUNl1Y BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 PLANTl:i\!G Pl,.AN ;,b No. 92-511 Sheet O! 35 i Ii 1: I: ' I ! j I' '. j .. t_ z C ~ m m :rJ i (j) 0 I (/) 0 JJ );; <'. L [i) z C < .c,. rn m :n T T ' ~~;{JJ::.':.1Ji'1A,"vl 4 I. TREE PLANlt\lG (15 GALLON Al\'D lARG!:R) StNGlE STAl(E AU: 5 GAU.O~ TREES i;;;:; .-----~-----~G ~-1---------f''-!',,H -~. +----~ ~~ ~ ~ 1111~!..0i-~ ,;,'l:t " PIA, ,:;;,;; +~1.1. 4' ~---Of"<".l:'I l7i" ~LI- 11:> ~ 1· ~i"Ni;..i e~.- SHRUB PLANTI~G r,....r,. <i" -t.f , "" i' 4''"" ,I "I."' I II\=~-I i, ~ ~:l,J "''™ MU.a.!-~~. :a. ~l,J Of ~e,,e, ~ ~ l"~f!NfJ+ e;,.~. = ' 11 -------j'OO'f" -et>LL-. . I ==!Ill' ....... I ~~-+ SHRUB PLANTING ON SLOPE fl'1';~ •; q,c:&·~ V!)( ~-_p; . N.T.S. SHRUB AND GROUNDCOVER SPACING LANDSCAPE i\RCHITECTURE ERIKSSON• PETERS•THOMS 'tf t:214 !..I.st Gwrn Stfeet, FaladcM., Ca.1if...:,1i:. 9l106 Tdtphone (818i 195-2009 (Zi3) 68!~3408 FAX(8!8) 795-2547 ·'?[ 27461 C:.lle Anoyo, ~riJu~nC:piimno,CA 92675 Tckph(me (?14)661· 7121 FAX {11-l} 248-2599 PREPARED FOR: COASTAL COMMUNITY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 PLANTING DETAILS fo~Nc. 92-511 Duwr; Chrd:e-d Date Sncrt 1?-3i6J, of 35 C ~ ~~ ~ ~ ;f :?. !" -~ C ~ ~:: z G) z C ~ CD ;n JJ 15 ~-·•----·- I I ' i 'U ' ~l I zl T ' n ' c· ~ " ~. n C 0 ~ " ~ ~ cic: • CJ 11 ::0 ~ j;~ ir 3 1 7 z 'f a ' ' I -0 I (J1 -0) 0 I (J) 0 JJ >--~ z G} z C ~ CTJ m JJ D JJ l> ~ z G1 - I I I i I PI.At,.'TING SPEOFICATIONS SECTION 0225Jl 1.00 GEl\,'ERAL 1.01 SCOPE OF WORK Contractor to fumi.«.h all labor and materials. required to execute this work as indicated on the drav-rings, as specified and as necessary to complete the contract, including but not limited to these major items. A. Provide import soil as needed and finish grading of all areas to plus tt-vo percent (+2%} ntinimum falL B. Supply and installation of all specified soil preparation. C Supply and installation of all trees inducting backfill and the installation of stakes and gti.y wires. D. Supply and installatior: of all trees, shrubs, and hydroseed. E. Use-of the irrigation system during the maintenance period. F. Clean up of all work areas at oonclusio~,of contract. G, Maintenance period of 90 days, H. Guarantee of all plant materials and workmanship for a period of one (1) year. L02 QUALITY ASSURANCE A. Qualifications of Workmen Provide at least one English speaking person who shaH be present at all times during execution of this portion of work and who shall be thoroughly familiar iA/1th the type of materials being installed and the best methods for their installation and who shall direct all work performed under this section. B. Standards Piant materials indicated on the drawings and herein specified shall conform to the follm,ring: 1, Plant names sh;lll conform to ·"Standard Plant Names" established by the American Joint Committee on Horticulture. Names not Covered by this standard shall be named in accordance with thr established custom of the nursery. 2. Plants shall be symmetrical, typical for variety and species., sound, healthy, vigorous, free from plant diseaseT insect ptsts or their eggs and shall have healthy normal root system, well filling their containers but not to the point of being root bound. Plants shall not be pruned prier to delivery, excepts as authorized by The Irvine Company of !:heir design.a.led representative. In no case sh,r1ll trees be topped before delivery, 3. The height and spread of all plant material shall be measured with branches in their normal position. The caliper of all trees shall be measured four feet (4'~0") above the surface of the ground. Caliper or other dimensions of any plant materials shall _ be normal for stock type listed. 4. Sizes of plants shall be as stated on the dravvings, container stock (1-gaHon, 5-gallon and 15-gallon) shall have been grown in containers for at tea st one (1) year, but :not over two {2) years 1.03 SUllMlTIALS A. Ma terl a Is Within seven (7} days after award of contract and before any planting materials are delivered to the-job site, submit to The Irvine Company a complete list of all plants and other items proposed to be installed. 1. Include complete data on source, size and quantity. 2. This shall in no way be construed as permitting substitution for specific items described in the drawings or these specifications unless the substitulion has been approved in advance by The Irvine Company or their designated representative. B. .CertificatE>s 1. All certificates required by law shall accompany shipments and shall include the following: a. Quality /purity and quantity of seed and hyd.romukh. b. Quantity of all other soil amendments called for by plans and specifications. c. In addition to any other certificates specified, tumish a certificate with each dtlivery of bulk materials slating the source, quantity and type of material and. that the material conforms to the specification's requirements. 2. The Contractor shall carefully and continuously protect ail areas included in the contract until acceptance of the work by The Irvine Company. 1.04 PRODUCT HA,¾JDUNG A Delivery and Storage 1. Submit samples of all soil amendments, seed and pl.ants for inspection and store on the site unt:il furnishing of materials is completed. Delivery may begin upon approval of samples or as directed by The Irvine Company. 2. Deliver all Hems to the site in their original containers with all labcl.s intact and legible at time of The Irvine Company's inspection. 3. Immediately remove from the site all plants which are not true to name ·and all materials which do not comply with lhe provisions of this section. 4. Use all means necessary to protect plant materh1!s before, during, and after installation and to prated the installed work and materials of all other trades. B. Replacements In the €vent of damage or rejei:tion, immediately make all repairs and replacements necessary to the appwval of The Irvine Company at no addition<!l cost 1.05 INSPECTION A, All inspections herein specified shall be made by The Irvine Company. The Contractor shaH rcqucsl insp~ctiun at least two (2) working days in advance of the time in~pection is required. B. Inspection will be required for the following parts of the work 1. During the prelimin,1ry fine finish grading and soil preparation. 2. When fine finish grading and soil preparation are mmpletcd. 3. Plants after delivery w site (prior to planting), when shrubs ~nd trees are spotted for pianting, but before planting hoies are excavated. 4, Specimen trees at source before delivery, 5, Planting areas prior to planting. 6. AH landscape-construction items, prior to the start of the maintena.ice period. 2.00 2.02 2.03 2.04 2.05 2.05 T 7. Final inspection at the end of the maintenance period, provided that all previous deficiencies have been corrected. PRODUCTS FERTILIZER A General All fertilizer shall be as specified in the Soil Amendments Section, delivered to the site in bags labeled t-.it:.11 the manufacturer's guaranteed analysis. Il Special Protection If stored at the site,, protect fertilizer fmin the elements at all times, SOIL AMENDMENT THOROUGHLY rototill a minimum of two (2) directions the following amendments into the top six (6) inches of soil to all areas less than three to qne (3:1) in slope: AMOUNT PER 1000 SQ. Fl'. 4 200 15 cu.yds. nitrogen stabilized organic amendment derived from redwood, fir or cedar sawdust IMPORT SOIL lbs. lbs. agricultural gypsum 16-20--0 ammonium phnsphate A The import soil for surface fill in areas to be landscaped should meet the following specifications: 1. Silt plus clay content of the import soil shall not exceed 35 percent by weight \Vi.th a minimum 95 percent passing the two (2.0) millimeter sieve. 2. The-sodium absorption ratio (SAR) shall not exceed six {6). 3. The electrical conductivity {ECe) shall not exceed three (3.0) millimhos per re1.timetert1.t 25 degrees centigrade. 4. The boron content shall be no greater than one (1) ppm as measured on the saturation extract. B. In order to ensure confomiance, samples of the import soil should be subcnitted to The Irvine Company for analysis prior to and following backfilling. TREE STAKES Unless otherwise indicated en the drawings, all tree stakes sh.all be straight grained 1odge pole pine free from knots, checks, splints or disfigurements. Size and location to be as specified on the drawings- CONTAINER PLANT MATERIALS All plants and planting materials shall be as indicated on the d:ra'Wings and subject to final approval by The Irvine Company. HYDROSEED A. Seed shall be fresh, clean, pure new crop seed, mechanically p.re-mix.ed to proportions specified on the drawings and delivered in original, unopened containers bearing the dealer's guaranteed analysis, germination percentage and certificate of release by a County agrkulture commissioner. B. The hydroseed materials shall be of such a character that, when dispersed in a uniform slurry shaU form an absorbent porous mat. C. Water shall be fresh, free of impurities, excess chlorine and salts. D. Fiber shall be dean, weed-free mulch of wood ceHu..lose containing no germination or growth~inhibiting factors, by Central Fiber Corp., Wellsvilie, Kansas, or approved equal. Fiber shall contain a harmless? temporary green dye. E. Organic stabilizer shall be Ecology Controls M-binder, or approved equal. F. The Hydroseed Shrub Seed.mixes are as follows: Q Me,oodd\dbe~eitatftti5oof--,:tm.per1000gq.i'Kt. % P ::=. Percent Purity %G ""Percent Genni.nation Irrigated Shrub Seedmix Spetj.es ,_CorQ_mq,11. Name %PL%G Lblac Acacia seligna Willow Acacia 99/60 l.5 Achille.a millcfolium Yarrow 98/70 2 Baccharis piL ronsanguinea Coyote Bush 02/40 3 Cistus corskus Mauve Rockrose 98/75 3 Cistus salvifolius Sage Leaf Rockrose 90/60 2.5 Clarkia amoena (dwarf) Farewell to Spring 98/85 1.5 Eschscho!zia califomica California Poppy 98/75 l Lasthenia chrysostoma Goldfields 50/60 1.5 Layia platyglossa Tidy Tips 80/75 I Lupin.us rnmus Sky Lupine 98/70 3 Mimulus longiflorus Sticky Monkeyflower 02/55 2.5 _['lantago in.su!aris NCN @l7:; JO Total 52.S Non~Jrrigated Revegetation Ju-ea (CoastaJ Sage Scrub Species) Snecies Cm!"_l.!Jl..Qn ~_me LbL§£' Artemisia califomka California Sagebrush 15/50 1.5 Atriplex lentifonnis QuaHbush 90/50 1 Bac,::haris piL consanguinea Coyote Bush 02/40 2.5 Eriogonum fasdculatum Buckwheat 10/65 10 Eriophyllum confertiflomm Golden Y <mow 30/60 3 Esthscholzia califomica California Poppy 98/75 1 Lasfueni.1 chrysostoma Gold fields 50/60 2 Lotus scoparius Deerweed 90/60 8 Lupinus succulentus Arroyo Lupine 98/85 4 M:imulus longiflorus Sticky MankeyfJower 02/55 3 Plantago insularis NCN 98/75 40· Salvia mellifera Black Sag:f'-c.._.__... 70.L:,_O 1.5 Total 77.5 Non-Irrigated Meadow Areas (Grasses and Forbs Spedes) ,Scer~•~d~•~s--ccc~~-----C=o~m~m=on=N~'a~m=•----==--~Lb/a( AchiUea miUefolhtm Yarrow 98/70 1.5 Bromus cari.n.atus California Brome 95/80 3 Eriophyl!um confertiflorum Golden Yarrow 30/60 3 Eschscholzia califomica ,California Poppy 98/75 25 Festuca ovina S:heeps Fe~cue 95/80 8 Cilia capitata Globe Gilia 98/75 5 Lupinus nanus Sky LupinP. 98/70 4 Limonium perezii Sea Lavender 65/05 2 Lasthenia chrysostoma Goldfields 50/60 2.5 Layia platyglossa Tidy Tips .80/75 2 Linanthus grandiflorus Mountain Phlox 95/85 1 Planiago insularis NCN 98/75 20 Sisyrinchium bellum Blue Eyed Grass 95/75 5 Slipit.I?.~tkhra Purele Needlegrass 7JJ_j_60. ____ ~6 Total 61 ...L 2.07 3.00 3.01 3.02 OTI-!ER MATERIALS All other materials, not specific.1.lly described but required for a romplete and proper planting installation, shall 'be as selected by the Contractor subject to approval by The Irvine Company. EXEClITION SURFACE CONDITIONS A. Inspection 1. Before proceeding with ar.y work, the Contractor shall carefully check and verify all dimensions and quantities shov,m en the drawings, 2. Prior to all work of this section, carefully insflect the installed work of all other trades and verify that ali such work is complete to the point where this in.st:allatio'n may properly commence. 3. Verify_that planting may be completed in a.t.wrdam:e with the original design and the referenced standard'>. 4. All work in conjunction with sprinkler systems installation mus.t be completed, final grades established, the planting areas properly graded and prepared as herein specified, and the work approved by The Irvine Company prior to planting. B. Discrepancies 1. In the event of discrepancy, immediately notify The Irvine Company. 2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved to the satisfaction of The Irvine Company, SOIL PREPARATION A. This work shall not commence unl:il the agronomic soils test has been completed by The Irvine Company and planting is ready to proceed; should 30 calendar days elapse between completion of SOU preparation and commencement of planting, a.II areas shaU be prepared again. B. Moisture Content No soil preparation or work shall occur when the moisture content is so gTeat that excessive compaction will occur, nut when it" is so dry that dust will form. in the air or that dods will not break readily. Apply waler, if necessary, to provide ideal moisture content for tilling and for planting as herein specified.. C. Weed Abatement 1. if live perennial werds exist on site at beginning of work, spray with a non-selective contact herbicide as recommended and applied by an approved licensed. pest control advisor and applicator. Leave sprayed plants intact for at least 15 days" Clean and remove these existing weeds by mov.'1ng or grubbing off all plant parts at least one-quarter (1/4) inch below the surface of the soil, 2. Upon completion of inigation system1 begin w~ abatement program by applying 200 pounds of a commercial fertilizer 21-0-0 per acre, per manufacture's instructions. 3. Water all areas four (4) times dai.ly for 21 ooriserulive days and until weed seeds have germinated, Cease watering for three {3} days. Spray a non~selective contact herbicide to eradicate Ute germinated weeds. Waiting period prior to clearing weeds shall be seven (7) to ten (1 O) days or an approved alternate time period. c. 4. Allow herbicide to kill all weeds. Rake or hoe off .all dead weeds to a minimum depth of one~qua.rter (1/4) inch below the surface of the soil. 5. If perennial weeds or grasses still exist, re-water four (4) times daily for fourteen (14} mnsecutive days, until new growth appears. Re- apply herbicide, Remove weeds after seven.{7} to ten nm days or an approved alternate time period. 3.03 FINJSH GRADING When preliminary grading. in.duding weeding and fertilizing, has been completed and the soil has dried sufficiently to be readily worked., grade all lawn and planting areas to the elevations indicated on the drawings.. Grades not other¾llse indicated shall be uniform levels or slopes between points where elevations are given. Minor adjustment of finish grades shall be made at the direction of The-Irvine Company, if required. Slope soil areas to allow natural runoff of water~ and direct surface drainage as indicated on the drawings by remodeling surfaces to fodlitate the natural runoff of water. Grade low spots and pockets to drain prope.rly. 3.04 PLANTING TREES,SHRUBS A.GENERAL 1. Regularly water all nursery stock i.--1 contaLT'!.ers and place them in a cool .area protected from the sun and drying winds. 2. Position plants in plant locations indicated on drawings and secure approval from Tne Irvine Company before excavating pit5, making necessary adjustments as indicated< 3. Do not allow plants to dry out before or while being planted. Keep exposed mots moist by mean.,; of wet sawdust, peat moss, or burlap .at all times during planting ope-rations. Do not expose roots to the air except while being placed in the ground. Wilted plants, whether in place or not, will not be arcepted and shali be replaced at the Contractor's expense. 4. Remove all plants from their containers and set so that whf;fi settled,. they bear the same relation to the required grade as they bore to the natural grade before being transplanted. Plant each plant in the center of the pit and backfill with prepared soil. Do not use soil in muddy condition for backfilling. Do not fill around trunks or stems. Cut off all broken or frayed roots. 5< In the event that underground construction work or obstructions are encountered i.rl. the planting operation, altemate locations for plant material wm be selected by The Irvine Company. Operations shall be done at no extra cost The Irvine Company must approve alternate location prior tn planting. ,, B. Excavation The planling pits for trees, shrubs and vines shall be excavated twice the diameter and equal the depth of the rootball. Loosen compacted soil at sides. C Pl.anting 1. Fill holes with backfill mixture as specified below: BACKFILL: 6 parts by volume on-site soil 4 parts by volume-nitrogen stabilized organic amendment 1 lb. 16-20-0 per cubic y.-1rd of mix • 5 lbs. agricultural gypsum per cubic yard of mix 2 lbs. Iron sulfate per cubic yard of mix • 2, Fm to proper height to receive the plant and thoroughly tamp the mixture before setting the plant 3. Sel plant in upright position in the cenler of the hole and compact lhe backfill mi:,.,:ture around the ball or roots. 3.05 3.07 T 4. Thoroughly water each plant when the hole is two-thirds (2/3) filled. 5. Plant tablets shall be placed in plant pit in accordance with manufacturer's recommendations. 6. After water tamp the soil in place -until the surface of the backfill is level with the surrnunding area and i:he crown of the plant is at the finished grade of the smrounding area. 7. Construct a firmly compacted mound of soil arowtd each tree (watering basin) and plant to form a watering basin at the edge of and following the shape of the planting pit area. Mounds. for trees from five (5) gallon or larger containers shall be at least four {4) inches high. Refill any settlement within the basins after watering with "prepared soil" and additional nitrogen stabilized sawdust worked into the surface to restore the m.ulcll.cd condition. HYDROSEEDL'IG 1. Mixing shall be performed in a tank, with a builHn continuous agitation an'd recirculation system, of sufficient operating capacity to produce a homogenous slury and discharge system which will apply t..i.e slurry to the designated areas at a continuous and uniform rate. 2. The slurry preparai:lon shall take place at the project site and shall begin by adding water tu the tank when the engine is at half throttle. When the water level has reached the height of the agitator shaft, good recirculation shall be established, and at this time the seed shall be added. Fertilization shall then be added followed by thC wood cellulose fiber, when the tank is at least ontHhird (1/3) filled with water. Spraying shall comence ilTL"llediatcly when the tank is full. 3. Contractor shall spray designated areas wHh the slurry in a sweeping motion, in an arched stream, until a uniform coat is achieved and the material is spread at the required rate per acre. 4. A sJu:rry mixture shich has not been applied within four (4) hours after mixing shall be rejected and replaced at the Contractor's expense. 5. Costs incurred for repair or replacement of bare, sparse or damaged areas shall lye the responsibility of the Contractor. 6. The following material should be added to the"hydromukh formula: HYDROSEED AMMENDMENT PER ACRE: 300 lbs. 16-20-0 .ammonium. phosphate 300 lbs. urea.form 38-0-0 (\vi.th a minimll.-.Tt 26% water insoluble nitrogen 800 lbs. agricultural gypsum WATERING Trees, Shrubs, Vines and Ground Cover A Immediately after planting, apply water to each tree, shrub and vine by means of a hose. Apply water in a moderate stream 'in the planting hole until the material about the roots is rompletely saturated from the bottom of the hole to the top of the ground. B. Water plants which cannot be watered efficiently with the existing water system by means of a. hose. C. Apply water in sufficient quantities, and as often as seasonal conditions require,. and keep the growtd Wet at all timesr well below the root system of ~ass and planting. Do not ca.use ernsion damage in watering slopes. MAINTENANCE A. AH areas landscaped by the Contractor under this contract shall L"te maintained by Contractor for a period of not less than 180 days from the date of acceptance and written notice. B. Start of maintenance criteria 1. Maintenance period shall not commence U."'1til all elements of the project are completed in accordance with L.'i.e approved plans. Projects will not be segmented into phases. 2. Power, either temporary or permanent, to remote controllers shall be established prior to the beginning of the maintenance period at the approval of The Irvine Company, 3. Written approvzl by The Irvine, Company must be obtained prior to the begimtlng of the maintenance period. 4. If the project maintenance fails to continuously meet standards required for start of maintenance, the maintenance period shall be suspended. An additional maintenance period of up to 180 days shaU begin when the Contractor has corrected all deficiencies. C. End of maintenance 1. On completion of the 120-day (minimum) maintenance period and meeting of the <.Yiteria required for completion, The Irvine Company will inspect the project. 2. Deficiencies noted during inspection shall extend the maintenance period. 3, End of maintenance shaH occur only upon written acceptance by The Irvine Company. D. During the maintenance period the Contractor shall provide an watering, weeding, fertilizing, cultivating, and spraying necessary to keep the plants in a healthy weed free growing condition and to keep the planted areas nea!., edged, and attractive. All shrubs shall be pinched~pruned as necessary to encourage new growth and to eliminate rank sucker growth. Old wilted flowers and dead foliage shall be immediately pinched or cul off. All trees shaH be pruned for structural form and health. Limbs shall be removed to the growth collar per good arbmirultural practices. E. After planting and during the maintenance period a balanced fertilizer shall be applied at the rate recommended by the manufacturer once a month. In the event that ground cover, trees, or shn.i.bs exhibit iron chlornsis symptoms, necessary action shall be taken to correct t.he deficiency. F. During the mainlenance period, should the .appearance of any plant indicate weakness, that phmt or cutting shall be replaced immediately with a new healthy plant. Any trees or shrubs with damaged cambium shall be replaced immediately. At the end of the maintenance period al! plant materials shall be in a healthy, growing condition and spaced as indicated on the plans. G Irrigation 1. Cof\tractor shan properly and completely maintain all irrigation systems, automatic and manual. A balanced watering program shall be mn.intain('d to ensure proper germination. After 60 days o( the 120-da.y maintenance period, all irrigation shall be adjusted for proper on-going mainlenrmce. COI)tractor shall be responsible for the irrigation system for the cntirc,maintenance period. 2. All controllers are to have each station individually adjusted on a weekly basis. System shall be set considering the application rate each area is capable of receiving. The system shall operate on short interva_is, with the cyde repeating at a laler time to reduce run off 3.08 3.09 H. Site Maintenance 1. All planted areas shall be kept nea" and dean and free of all dippings, debris and trash. 2. All subsurface drains shall be periodically flushed lvith clear water to avoid build up of silt and debris. Keep all drain inlets clear of leaves, trash and other debris. 3. All paved areas shall be cleaned weekly of trash, debris and silt. L Replacement l. At the end of the maintenance period all plant .material shall be in a healthy growing condition. 2. During the maintenance period, should the appearance of any plant indicate weakness and probability of dying, immediately replace that plant with a new healthy plant of the same type and size without additional cost to The Irvine Company. 4: The Contractor will be responsible for aH aspects of ihe work .until acceptance except as otherwise stated in tli,e General Conditions. EXTENSION OF MAlNTENA,'JCE PERJOD Continue the maintenance period at no additional cost to the The Irvine Company until all deficiencies have be-en corrected and the work is_ . accepted by the Irvine Company, Projects wm be accepted on the farst or fifteenth day of the month following completion of the maintenance period. GUARANTEE AND REPLACEMENT A. Guarantee' all trees, shrubs, vines .and ground rover for a period of one (1) year after completion of the specified maintenance period and final acceptance by The Irvine Company, B. Within 15 days of notification remove and replace all guaranteed plant materials which for any reason fall to meet the requirements of the guarantee. Replacement shall be made with plant maJ.erials as _indicated or specified for tlw original planting, and all suei,"1 replacement materials shall be guariiftteed as specified for the original guaranteed materials. C. Contractor shall guarantee a minimum of 90 percent coverage at the end of a four (4) month period. Costs incurred due to damage or replacement shall be responsibility of the Contractor. , ~21P,,1r .z_=cJ !' I. -', " ,;, LANDS C A·.p E ARCHITECTURE ERIKSSON• PETERS• THOMS '?J ilt-4 Ent G~n Snttt, Paudttu. DlifooW 91106 UlcphoM (SU) 795-2008 (213/ 681"3.«>3 FAX {SHI) 79.S-..2S-t7 ~ 27461U!le Army-6.'S.anJ..unCapistrmo,CA 92675 1i:lephont (714) 66t-7J27 FAX (71◄} :us~25'W ., PREPARED FOR: COASTAL COMMUNlTY BUILDERS 550 NEWPORT CENTER DRIVE NEWPORT BE.J\CH, CALIFORNIA 92660 ' ~ ~ < ~ z <(; riJ l'J ~ Cl I l 1--i ~ ~ ~ < u 0 ~ ~ ~ riJ DJ z '1~ii PLANTING SPECIFICATIONS .1.t'i:;i.'~ 11,BM!.~'1I·? ,1.B~~. r~. 11lii1Jrli! 11.l{r~ ' '@: p '~ '~ q ~ ~'RJ!) "&'~ /A!!J!}. :\"!)'1!i) Job No. 92-511 Dnwn Ch«:ild Ou,. ""'" !P-35 Of 35 '""" ' " '.1 11 ii ,, 'I ' I ' 1, i: ,: ., ' I' ·I I " ! ., 1: -0 ,. 9, J) "! ~ ~ -~ ·" /' Q "'• " , ,. a I ,, ,, ( I i' I . ' i :r•-------. ,.. z , ,:; ,· ;> ;-,~ ,· 6 5 n Q " c 0 X t 0 :z: ~, ,., I ~ 0 ]. ~ !.J) ;i ~ ~ " l..i ''I 0 I z Gl z C s OJ rn :::0 -u I (JI (j) 0 I (j) 0 JJ ):,: < <. z GJ z- C s: OJ rn JJ '.9 ,-------, :,., ., 0 :::0 ~ ·.~ z G1