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HomeMy WebLinkAboutR_6037_SOTY OF COSTA MESA \IICTIHA ST Oct,w JOHN WAYNE ~ ~T PROJECT,- LOCATION • t VICINITY MAP NOT TO SCAtf BAYSllE ~ ._-...: WALKWAY BALBOA ISLAND LOCATION MAP NOT TO SCA!.£ ~J' 9P CITY OF IRVINE EMERGENCY TELEPHONE NUMBERS S0UTt£RN CALIFORNIA GAS co.f'ANY SOUTI-ERN CALIFORNIA EDISON Cc».f'ANY AT&T TELEPtO£ co.f'ANY CITY OF NE~T BEAOi UTILITIES CtPARn.ENT ORANGE COlJIITY SANITATION DISTRICT TD,E WARIIER CABLE MESA CONSOLIDATED WATER DISTRICT DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 {714) 542--6222 {949) 631-1291 NIGHT (949) 644-3717 SYMBOL LEGEND <ti FIRE HYDRANT ____ EXISTING ----R/W LINE ----NEW CGISTRUCTION ---4_---CENTERL.11'£ --W-WATER Lit£ --SO-STORM DRAIN ---G--GAS LINE --E--ELECTRIC LINE -T--TELEPHCH: LINE -CATV-CABLE TV LINE SIGN SHEET INDEX SHT# DESCRIPTION 1 TITLE SHEET 2 DEMCl..lTION Pl.AN • 3 _CONSTRUCT! ON PLAN 4 RAif' / WALL SEC TI Cl6 5 GEl'ERAL NOTES All[) TYPICAL OCTA[LS 6 TYPICAL SECTI~ 7 IRRJGATICJ-l t PUNTING PLAN 8 IRRIGATICJ-l OCTAILS 9 PLANTING OCTAILS All[) NOTES PUBLIC WORKS DEPARTMENT BAYSIDE COVE WALKWAY -0,JJ wt~ DAVID WEBB R.C.E. NO. 47961 DIRECTOR OF PUBUC WORKS ~\m ~~ ~iJ~lrL~ 1~~- P,,.,. 1Ht:rf'MS R.C.E. NO. 44223 CITY ENGINEER DAlE: _0.._-__;;;_Z_7-_/;_3_ ABBREVIATIONS ~ AC AB AVE B/W BC BCR BEG BLVD CATV ClcG CB CF CL CDNC DR ow E EC ECR EG ELEV EX/EXIST FG FL FS FT GM GV H INV JS L ~VE DELTA ASPHALT Gal!CRETE AGGREGATE BASE AVEMJE BACK OF WALK BEGIN ~VE BEG IN CURB RETLRN BEGIN Ba..U:VARD CABLE TELEVISION ClR3 AND GUTTER CATOi BASIN CURB FACE CENTERLINE Gal!CRETE DRIVE DO.ESTIC WATER EAST EKl ~VE END CURB RETURN EXISTING GROUND ELEVATION EXISTING FINISH GROLKl FLOW Llfll: FINISHED SlffACE FOOT/FEET GAS IETER/SERVICE GAS VALVE HEIGHT INVERT vLl'JCTION STRUCTlff: LENGTH LAT LT MAX MH MIN N NAVO NO. NTS DCS PB PCC PKWY PRCP R RCE RCP RET R/W SD SL s SHT STA STD SW TC TS VAR w WM WV LATERAL LEFT MAXl!U.1 MAN-KJLE MINl!U.I NORTH NORTH AIERICAN VERTICAL DATUM IILM3ER NOT TO SCA!.£ ORANGE COJ'HY SlRVEY PU..L BOX PORTLMO CEt.ENT Gal!CRETE/ POINT OF CCJ1ffJNOUS CURVE PARKWAY PRCPOSED RADIUS REGISTERED CIVIL ENGINEER REINFORCED CONCRETE PIPE RETAINING RIGHT OF WAY STORM DRAIN STREET LIGHT SLOPE SHEET STATION STANDARD SIDEWALK TCP OF CURB TRAFFIC SIGNAL VARIES/VARIABLE WEST WATER IETER WATER VALVE BENCH MARK= GMC Engineering Inc. 1401 warner AvGflue, Suite B Tustin, CA 92780 ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE NORTH At.ERICAN VERTICAL DATLJ.4 OF 1988 {NAVDBB), BASED LOCALLY l.f'rn THE FOLLOWING BENOiMARK{S) OR CONTROL STATION{S) AS PU3LJSHED BY THE COU'ITY OF ORANGE (DCS): NAME BM2092 DCS BM NB3-20-92 3-3/4" DISK SET IN THE TCP OF A 1' WIDE X 2' TALL CONCRETE WALL. MONU.AENT IS LOCATED AT THE SW CORNER OF THE BALBOA ISLAND BR[DGE AND MAR[NE AVEM.E, ON THE SOUTHERLY SIDE OF BRIDGE, 18 ' WESTERLY OF THE CL OF MARINE AVE. FVPK DCS GPS FVPK WHYT DCS GPS WHYT BASIS OF BEARINGS= ELEVATION (FT.) 8.36 80.28 984.50 YEAR LEVELED 1992 BEARINGS AND COORDINATES AS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83, EPOCH 2007.00), 2(),£ 6; BASED LOCALLY l.f'rn Tl-£ FOLLOWING CONTROL STATIONS AS PUlL I SHED BY THE COLt,ffY OF ORANGE ( DCS): NAME {NAVDBB)NORTHING (FT.) FVPK DCS GPS FVPK 2188768.54 WHYT DCS GPS WHYT 2191881.31 {NAVDBB)GRID EASTING (FT.) 6048757. 12 6137735.65 {NAVD88) GRID ffiTHO.HT.(FT.) 80 .28 984.50 '-r--N '-'° 0 -0 >-->--1 .,., N Ol N / > -0 / u -----;;3 -~--,--:PLAN:-:-::-::PREP=ARED=-:B:::-Y: -P-LAN-NON-.. -■-o•-••e-N -■ -co-Nn-•u-cTID-N-r------R-E_V_I_S_I_O_N_S _____ -,-_AP_P_R_Q_V_E_D---r--B-A_Y_S_ID_E___,C_Q_V_E..:_W:._J\L_.:...KW_:_• 'A._Y_J i DAI= NO. NTW. DESCRIPTION DIITE ~ ~ I~ 14725ALTONPAFICWAY ~ SECTICH 4216/4217 Cf" Tt£ GOVERNiCNT COJE ff/1,E, CALFOfNA 926'8-2027 I"') REou1REs • DIG "'-£RT IDENTIFICATION ..__ ca N s u LTI NG .... 472.3500 FAX .... 472.8122 • --·-L---t--+------------------1----+------' MUNICIPAL OPERATIONS .,, BE ISSlED BEFmE A ·PERMn ro EXCAVATE. L' • DIRECTOR Will. BE VALID . FOR Yo.R DIG "'-£RT t:>o ~ t--t--ii:~-f---'--:,r=---=~::;----.,-;-----+--+--b=~:..::...:=.:;.,~~--1------------~------_J .-;; ,,._,., ..... '11111. ~/i•~~•\~oo c:'t 1~2600 ').V • c ~ DATE: 06/27 / 13 l--+--+~--=::e..!=:::.l.:.1.a,___~z..=--::..LI ,_!__~-_:_I _:L _!__ ____ -J-_ _jf----lDccEs=,c-ccN=ED-c:..:s+D~R=•WN __ cs=-1 CITY OF NEWPORT BEACH R-603"7 c-~ TIO IIORl<l>G D.\YS BEfal YOU DIG. /BRADLEY R. MIELKE re I "",i;1 ::'.. BM 06 27 1 PUBLIC WORKS DEPARTMENT SHEET Of :t .. _..__'."""" __________________ ... _________________ -:-____________ _JL._ _______ _JL.,_ _________ ~---------1--_-_---l-t-_-_-_-j-+_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-.:.-:r-':-.:.-.:.-.:.""Jt-.:.-.:.-.:.-.:.1CH::ECK::ED'.....~.LD:A~TE~~~L~~~~~~!!~~~~l.::!:...:1~:....J~~J .,,, - ' ' ~ ----------------It MAR!t£ AVE --------------________________ _ MARINE AVENUE R.O.W.7 EXISTING SIOEWALJ< DEMOLITION PLAN SCALE: 1• = s•-o• PLAN PREPARED BY: CONSULTING r·,..; BRADLEY R. MIELI<E BRIDGE EXISTit-13 EXPANS!il'l JOINT EXISTING BRIDGE BARRIER _1,1,7~ EX ~~ ~RA='i-al~L~It-13~(20l ,, :~ ISTit¥a i~ IN3 !~ EX :~ 9 Ur«R Lmllt-13) 14725ALTONPAAK':NAY R\'INE,CAL.FORNIA512519-2027 FAX 114Q.472.8122 • -.r.RBF.oom .... ...... CONSTRUCTION NOTES: (D EXIST!t-13 COt-l:RETE MASONRY/PLANTER WALL TO BE PROTECTED IN PLACE. (D EXIST!t-13 COt-l:RETE MASONRY WALL, WALL FOOTit-13, AND PLANTER SOIL TO BE DEMOLISHED AND DISPOSED. @ ~~~~~T~~6~ ~~~oi:~l~;:~G E~tJf~~ :~~L~~~g~~TER:iz~~~ ~~~R~ ~~g:G Lf:Gp~i:. @ EXISTit-13 BRIO< PLANTER WALL AND WALL FOOTit-13 TO BE DEt.D..ISHED AND DISPOSED. © ~~i~~~:;~/~~~ ~~~i'fll'l~AB!t-ET CONCRETE FCU.OATiil'l) TO BE REI.IJVEO ml © EXIST!t-13 ELECTRICAL PULLBOX TO BE REMOVED ml RELOCATED. SEE SHEET 3 FOR NEW LOCAT!il'l. © EXIST!t-13 HIGH VOLTAGE ELECTRICAL PULLBOX TO BE PROTECTED IN PLACE. (z) EXIST!t-13 WATER '-ETER TO BE REI.IJVEO ml RELOCATED. SEE SHEET 3 FOR NEW LOCAT!il'l. © EXIST!t-13 COl..:RETE LAND!t-13 TO BE PROTECTED IN PLACE. @ EXIST!t-13 COl..:RETE SEA WALL TO BE PROTECTED IN PLACE. @) ~I~~cF ELECTRICAL VAULT TO BE PROTECTED IN PLACE. COOROINATE WITH scE FOR ELECTRICAL WORK @ EXIST!t-13 FIRE HYDRANT TD BE PROTECTED IN PLACE. @ EXIST!t-13 LIGHT POLE TO BE PROTECTED IN PLACE. @ EXIST!t-13 PALM TREES AND PLANTER SOIL TO BE REMOVED ml DISPOSED OF OFFS I TE. @ EXISTING WOOD STAIRS TO BE PROTECTED IN PLACE. @) EXISTING TREE TO BE PROTECTED IN PLACE. @ EXISTING LANDSCAPE TO BE REMOVED AND REPLACED. SEE LANDSCAPE AND IRRIGAT!il'l PLAN. @ SAVAGE EXISTit-13 ENTRANCE SIGN. SEE SHEET 3 FOR NEW LOCATION. @ EXISTit-13 SIOEWALK TO BE PROTECTED IN PLACE. @ EXISTit-13 SIOEWALK-REMOVE AS REQUIRED TO CONSTRUCT IMPROVEMENTS CONTAINED HEREIN. @) EXIST!t-13 LAND!t-13 HANDRAIL TO BE OEMOLISHED ml DISPOSED. @ EXISTit-13 STORM DRAIN CATCH BASIN TO BE PROTECTED IN PLACE. @ EXISTit-13 WATER VAULT TO BE PROTECTED IN PLACE. @ EXISTING HANDRAIL TO BE PROTECTED IN PLACE. @ EXIST!t-13 METAL DOCK RAMP TO BE PROTECTED IN PLACE. @) EXIST!t-13 ELECTRICAL J..tlCTlil'l BOXES AND CONDUIT TO BE RELOCATED -SEE SHEET 3 -NOTE 27. @ EXIST!t-13 IRRIGAT!il'l CONTROLLER TD BE REI.IJVED ml RETLfflED TO THE CITY. @ EXIST!t-13 BAO<FLOW PREVENTER TO BE REMOVED AND RETURNED TO THE CITY. @) E~~::. IRRIGATiil'l BOXES TO BE REMOVED ml RELOCATED AS REQUIRED. SEE SHEET 3 FOR NEW LEGEND: ~ CONCRETE MASil'lRY WALL TO BE PROTECTED IN PLACE ~, CONCRETE MASil'lRY WALL AND WALL FOOT!t-13 ~ TO BE OEMOLISHED ml DISPOSED ~ Cil'lCRETE SIOEWALK TO BE OEMOLISHED AND DISPOSED ~ HANDRAIL AND HANDRAIL POSTS TO BE DEMOLISHED ml DISPOSED REVISIONS BAYSIDE COVE WALKWAY D■8CIIIPTION .... DEMOLmON PLAN E 0 ~ 0 0 <n ' n N m N / > 0 / <n / 0 0 « u / n m N n n / DATE, 07 /12(13 ~==c=3c=======================i===t===;oES1:GN:m;~cs~tcDRA;;WN==~cs+-C-ITY_O_F_N_EVVPO __ RT_BEAC __ H~~R-~~3=7~-$=--1 j I-CHECKED BM DA1E07 12 1 PUIIUC WORKS DEPARTMENT SHEET 2 Of 9 ± SCALE: 1"=5'-0" ,~r== CONSTRUCTION NOTES: CD EXISTING CONCRETE MASOIRY/PLANTER WALL TO BE PROTECTED IN PLACE. @ t£W MASONRY WALL PER OCTAILS ON SHEET 6. @ NEW GALVANIZED HAIIORAIL PER DETAIL 606-2 (SPPWC 2009). © RELOCATED ELECTRICAL CABINET. ® RELOCATED ELECTRICAL PU..LBOX. © IRRIGATION BOXES PER OCT AILS ON SHEET 7. (j) RELOCATED WATER IETER PER NEWPORT BEAa-t STAIIOARD DRAWINGS (OCTAIL S10-50.3-L). @ EXISTING CONCRETE LAIIOING TO BE PROTECTED IN PLACE . ® EXISTING CONCRETE SEA WALL TO BE PROTECTED IN PLACE. _ ----------------- - -- - -----( MARit£ AVE. - - ----------------------------------------------@) NEIi ENTRY GATE W/LOCK TO MATa-t BRIDGE RAILING AIIO MCIJ";TED TO PILASTER. CONTRACTffi TO SUBMIT SHOP DRAWINGS. @ RELOCATED ENTRAta SIGN. FACE OF CtR3 BAO< OF ~ MARINE AVENUE EXlSTll-X, s1ocw/lLK EDGE OF SIOCWALK l EX w 0 • 0 '.., ,,., EXISTING SIOCWALK 26 H V SIGN ffr:-=_ =_ =_ = __ _ EX 18 AU( D • • □~ •. -:-. ; ';:; -:: ; ·, r--------- SLOPE SAWCUT EXISTING SIDEWALK (TYP) 25 SIDEWALK CONTROL _J JOINTS 19 NEW WALK t£WPORT BEAa-t YAa-tT CLLe BUILDING IMPROVEMENT PLAN SCALE: 1• = 5'-0" 38'-3" LAIIOING EL 11.55 L STONE VDEER - MATa-t EXISTING EDGE OF SIOCWALK • 0 D:C co I _J I • o-........ SLOPE FENCE RAIL TO t£W POST EXISTING EXISTING SIOCWALK PLAN f'ftEPARED BY: BRIDGE EXISTING EXPANSION JOINT I I I I I I r-1 REL 'fl ELEC . t£W SIOCWALK LP EL 10.35 I EXISTING I LANDING I I I I I EXISTING BRIDGE BARRIER '>',;t£~W~--115 FENCE EX 8 LAIIO NEW FENCE POST W/ 12• SQ FTG. NEW FENCE POST MOJNTED TO LANDING EXIST 24 RAMP ~ PL.ANNING ■ 0£lilUiN ■ CON■TRUC::TIDN CONSULTING '14725 ALTON PN«WAY RlfE, CALFOfNA 92611-2027 949.472.3505 FAX 949.472..8122. ■ www.fEF.com NO. NTW. @ EXISTING LIGHT TO BE PROTECTED IN PLACE. @ NEW PILASTER PER DETAILS ON SHEET 6. @ EXISTING STAIRS TO BE PROTECTED IN PLACE. @) NEW 42" OCCORATIVE FENCE TO MATCH BRIDGE RAILING . CONTRACTOR TO SLeMIT SHOP DRAWINGS. @) EXISTING CONCRETE SIOCWALK TO BE PROTECTED IN PLACE. @) t£W CONCRETE SIDEWALK PER OCTAIL 10 ON SHEET 5. @ EXISTING HAN:lRAIL TO BE PROTECTED IN PLACE. @ EXISTJl-¥3 IETAL DOCK RAMP TO BE PROTECTED IN PLACE. @ SIDEWALK CONTROL JOINTS O s·-o· o.c. @ RELOCATED HIGH VOLTAGE SIGN. COCH)INATE WI TH SCE. @ RELOCATED ELECTRICAL JJNCTION BOXES AIIO CQ'IOUIT. LEGEND: E INDICATES NEW CXH:RETE MASGRY WALL D INDICATES NEW •• THICK CCN:RETE Sll:£WALK. r----, 1 1 INDICATES OUTL!t£ OF WAU. FOOTING L----J REVISIONS BAYSIDE COVE WALKWAY DESCRIPTION MTE CONSTRUCTION PLAN #m•t'-- /ilR>,DL.EY R. WIELKE DATE: 06/27/13 Z -1 -IL DESIGNED cs DRAWN cs CITY OF NEWPORT BEACH R-6037-S l----+--~~....::,,.,,#.~.!L.--=__l_...L:.~-'-------+--+----11-=:-:=c=----+=-c=-----1 1----+--+-----------------+----t----t CHECKED BM DATE06 27 , PUBLIC WORKS DEPARTMENT SHEET 3 or 9 u 0 0 - 0 E a. "1 ,.., c'-.i - a, ~ TI N 0 (f) I ,.., N m N / > -0 / u ~ '-..., (f) / 0 0 <( u / ,.., m N ,.., ,.., -/ 0 ..., 0 TI a. / :i: EXIST SIDEWALK It t.EWPreT BEACH YACHT QLB r7 EXIST I VWALL I I I I I I I I I I -~-~ I I I 0 I i-,:=::t l'-"-~--,r-1-1-l I I ~----L ___ J EXIST SIDEWALK NEW PILASTER (BEYCW) MATCH EXISTit-13 FOOTit-13 ELEVATICl'-1 SECTION SCALE: 1/2"=1 •-o• CD It (BEYCW) NEW a..OSURE WSIM EL 17.90 ~m~~ L WALL (BEYOto)Q:7 =i EXIST LAtoSCAPE I r--T7 EXIST SIDEWALK'-t--~AREA~--t ~=jl I I I I WALL I I I I In 1£W nl I NEW I l~HAtoRA~L 111 I PLANTER! 111 Ill WALL I 11 T /PLANTER I I 111 WALL EL 14.8311 111 II 111 II 111 II SECTION SCALE: 1/2"=1 '-0" CD NEW PLANTER -ti~-=~'+--~==,d _;'l)_f;;l~ NEW ETAINING WALL NEW DECORATIVE FENCE 4'-0" It tgn_ercH EL 17.90 NEW SIDEWALK SECTION SCALE: 1/2"=1 '-0" CD SECTION It t~W&SrcH EL 17.90 .::-.,ij~ ,>-TER ( BEYOto I NEW 1 I SCREEN 6 WALL SCALE: 1/2"=1 '-o• CD IJ,,. 1£W WALL W/ STOI£ VENEER -= "-.. PRECAST CAP TO TO MATCH EXISTING = MATCH EXISTING 4"MAX = NEW DECORATIVE EXIST FENCE WELD TO NEW POST TOP AND BOTTOM NEW DECORATIVE FENCE TO CCl'-IC LAtoING 1£W HAtoRAILltf*H::f+:+ 'H::f+!+!+, ~iHi+i+ iiHi+i+ i-lHiiif+i+iH iif+i+ i+,iiHi+i+ iiHi+i+ iHi~ll+ii+ iHiif+i+i+,H i++H++H-!H-+,H+HH++,H++H+-H++,H++H++Hf+++,H++fl-+,f+++,H++H+++,ll+++,H+HH++H++Hf+f+-Hf+++,H++H++H+lf+,H-Hrtzr::r:::1,,/""4::~::~ti~~ II 1111111111111111111111111111111!!1111111 II Ill I 1111 ~[;:WHANDRAIL NEW DECORATIVE FENCE TO MATCH BRIDGE RAILING ",M""' Fl n.oo I ;ill; iu w!Jir!IT fili~l]a;~I I L7 ·- NEW WALL.../ FOOTING I 7 L I I 12'-8" 7 L (3\ 1£W RETAINING WALL ~ SECTION SCALE: 1/2"=1 '-0" CD I I I I I I I I I I 12'-8" = = I I ciJlJ I' I I 11 I ' ~EXISTING SEA WALL 4"MAX TYP. E 0 ~ 0 m , TI n 0 <n ' n N m N / > 0 / ---------ixa:--■PREP-■ARED-■BY-,-.-~.---,•■-■-•-••-•••-■ -c.-•-•T■-u-CT-,o•-~ .... --...... -----R-E-~-■-■~-~-.. -!,-~-N-S ___________________ BA __ ":(_S_I_D_E_C_O_\IE __ W,_'A_L_KW __ 'A_Y_---I In • ~ -•=~~~=; RAMP /WALL SECTIONS .. CONSULTING FAXll40.472.8122 • -.r.RBF.oom / "'1.-Jr. l--~--+---------------4--~---l-:,=~-~=~--+-----------~~~~=~--I ~ };ik :~E 0A1E, 07/12/13 l==l==t==============::t::==t==h:iii:'ciGNia=~cs~oiDRArn11t1r--~c1s CITY OF NEWPORT BEACH l'-"-~R....c....,~,c-c-3~7...,-S_-1 -~ ,._ _________________________________________________ ._ _______ ._ ________________ .... _....,_ ..... _______________ ..__ ..... __ ._ ___ BM ..... 0_A1E_o._7....,12...,1..__PUBU __ c_VVORKS ___ ~_MTMENT ___ ....,_SH_EET_4 ___ 0f __ 9 __ _. ± GENERAL NOTES: DESIGN CRITERIA: FOUNDATION: REINFORCING STEEL (EPOXY COATED): CONCRETE: MASONRY: SPECIAL INSPECTION: REINFORCEMENT DETAILS MASONRY WALL CORNER REINFORCING DETAIL TYPICAL FOOTING INTERSECTION DETAIL TYPICAL MASONRY WALL CONTROL JOINT TYPICAL FOOTING STEP DETAIL POST FENCE IN WALL DETAIL PIPE THROUGH WALL DETAIL POST POST SECTION POST POST IN FOOTING DETAIL PLANTER WALL DRAINAGE DETAIL TYPICAL SIDEWALK DETAILNEW POST AT CONCRETE LANDING CONNECTION 1 . ALL WORK SHAU. CCff'ORM TO APPLICABLE 2009 EDITION CF THE STANDARD SPECIFICATIONS FOR PLllLIC WORK CONSTRUCTION (GREEl'EOOK) AND CALIFORNIA BUILDING CODE 2010 EDITION .. 1. DESIGN TO CCff'ORM TO CALIFORNIA BUILDING CODE (CBC 2010). 2. SOIL DESIGN CRITERIA: 1. 1. 1. 2. 3. 4. 5. 6. 7. 8. ALLOWABLE NET BEARING PRESSURE = 1,500 PSF INCREASE BY ½ FOR SHORT TERM SEISMIC AND WIND LOADING ACTIVE EFP = 30 PCF (DRAINED) 77 PCF (FLOODED) COEFFICIENT CF FRICTION = 0.25 (ULTIMATE LEVEL) PASSIVE PRESSURE = 150 PCF (LEVEL) SOILS BENEATH FOOTINGS SHALL BE PREI.IJISTENED AND cot.f'ACTED TO MINIIUI 9oi cot.f'ACTION PRIOR TD PLACING CONCRETE. CONCRETE SHAU. BE 560-C-3250. CONCRETE MASONRY UNITS (CMU) SHALL BE HOLLOW, GRADE N, MEDIUM 1',£1GHT UNITS CONFORMING TO ASTM C90 111TH MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI (F'M = 1,500PSI). COLOR SHALL MATCH THE EXISTING MASONRY WALLS. CONCRETE MASONRY UNITS SHALL BE SLUMPED BLOCKS OF THE SIZE SHOW IN THE PLANS. MORTAR SIHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 1,800 PSI. GROUT SHALL HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,000 PSI. CONTRACTOR SHALL SUBMIT SAMPLE OF BLOCKS TO OM-ER FOR APPROVAL PRIOR TO START CF CONSTRUCT! ON. ALL BLOCKS SHALL BE LAID TO MAINTAIN VERTICAL CONTINUITY OF THE CELLS TO BE FILLED SUCH THAT THERE IS A CONTINUOUS Ul'llBSTRUCTED VERTICAL CELL MEASURING NOT LESS THAN 2• X 3". BLOCKS SIHALL BE LAID IN RUNNING BOND. PROVIDE CONTROL .JJINTS IN WALLS (NOT FOOTINGS) PER DETAILS ON THESE PLANS. LOOSE MORTAR FALLING INTO ANY CELL THAT CONTAINS VERTICAL REINFORCING STEEL SHAU. BE REMOVED PRIOR TO GROUTING CELLS. 1. DIMENSIONS LOCATING REINFORCING BARS ARE CLEAR AND DENOTE CONCRETE COVERAGE TO MAIN STEEL. UNLESS NOTED OTHERWISE, COVERAGE SHALL BE AS FOLLOWS: CONCRETE PLACED AGAINST EARTH (NOT FORMED) 3" FORMED CONCRETE AGAINST EARTH 2 1/2" WALLS, ABOVE GRADE, EXPOSED TO WEATHER 2• 2. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615, GRADE 60. 3. REINFORCING IS TO BE SECURELY TIED IN PLACE PRIOR TO CASTING CONCRETE OR PLACING GROUT. 4. SUPPORT REINFORCING OFF FORMS WITH STEEL CHAIRS. SUPPORT REINFORCING OFF GRADE WITH DENSE CONCRETE BLOCKS. NO BRICK OR POROUS CONCRETE WILL BE PERMITTED TO SUPPORT REINFORCING. 5. VERTICAL REINFORCEMENT TO BE fELD IN PLACE AT TOP, BOTTOM AND INTERVALS NOT EXCEED ING 200 BAR DIAMETERS. 6. FOR STANDARD HJO<S, LAPS AND BENDS, SEE TYPICAL DETAIL ON THIS SIHEET. 31. SPECIAL INSPECTION FOR CONCRETE CONSTRUCTION SHAU. COMPLY WITH THE REQUIREMENTS IN TABLE 1704.4 CF Tf£ CBC. 32. SPECIAL TESTS AND INSPECTIONS SPECIFIED IN CHAPTER 17 OF THE CALIFORNIA BUILDING CODE ARE REQUIRED FDR THIS PROJECT. SPECIAL INSPECTORS, EMPLOYED BY THE OWi-ER SIHALL CONTINUOUSLY OR PERIODICALLY, AS REQUIRED, OBSERVE THE WORK AND PERFORM DUTIES SPECIFIED IN THE CODE IX.RING THE CONSTRUCTION CF THE FOLLOWING TYPES OF WORK: l1EM INSPECTION CBC 2010 CBC 2010 REQUIRED? SECTION TABLE CONCRETE CONSTRUCTlON NO 1704.4 1704.4 REMARKS MASONRY CONSTRUCTION YES 1704.5 1704.5.1 LEVEL 1 SPECIAL INSPECTION TO BE PR0'.1DED ON ALL CMU CONSTRUCTlON SOILS NO 1704.7 1704.7 LAP SCHEDULE fc = 2,500 psi Fv = 60,000 osi BAR TOP OTHER BARS IN SIZE BARS BARS MASONRY 1/3 z•-1· 2·-0· 2'-3" 1/4 3•-s· 2'-8" 3'-o· 1/5 4'-3" 3'-3" 3'-9" d = DIAMETER OF REINF. BAR BEND SCHEDULE BAR SIZES D 1/3 THRU 1J8 6d NOTE: TOP BAR CONDITION IS FOR TOP MAT OF FTG REINF .llilIES; NO SCALE SEE SHEET 4 (MAX) 1 • DEEP RAKED VERT HEAD JOINT FRONT FACE OF MASONRY WALL NO SCALE CD SEE SHEET 4 (MAX) t JOINT (FULL HEIGHT OF WALL ONLY. , NOT IN FOOTING, UNO) 1/2" (MIN) DEPTH CAULKING (FRONT FACE ONLY O RETAINING AND PLANTER WALL AND BOTH FACES O SCREEN WALL) 9" (MAX) PERV10US BACKFILL MATERIAL CD PERFORATED PIPE SURROUNDED BY MIN. 1 CU. FT. PER LF ¾ • ROCK ENCASED IN APPROVED FILTER FABRIC. 1. FILTER FABRIC SHAU. BE MIRAF1 140N, SUPAC 4NP, OR APPROVED EQUIVALENT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS 2. WATERPROOFING SHALL BE ASPHALT MEMBRANE WATERPROOFING SUCH AS BITUTHENE 3000 AS MANUFACTURED BY W.R. GRACE & CO. OR APPROVED EOUAL. APPLICATION AND MEMBRANE PROTECTION SHAU. BE PER MANUFACTURER'S RECOMMENDATIONS. PROTECTIVE BOARD SHALL BE USED PRIOR TO BACKFIWNG. NO SCALE CD ll POST GALV. PL 1/2" NO SCALE G) PLAN PREPARED BY: CONSULTING r·,..; BRADLEY R. MIEU<E NO SCALE ~ 31rt• DIA FORMED OR CORED HOLE FILLED WITH NON-SHRINK GROUT POR-ROK OR EQUAL EXTEND REINF AS SHOWN 2-#4 CONT IN BOND BEAM BLOCKS NO SCALE NO SCALE 14725ALTONPAAK':NAY R\'INE,CAL.FORNIA512519-2027 FAX 114Q.472.8122 • -.r.RBF.oom DAm 07 /12(13 ll I ' I FACE OF WALLI EXPANDED POLYSTYR AROUND PIPE CORE THROUGH WALL STEM FG al SIDEWALK CD CD FENCE POST CD CONSTRUCTION JOINT NOT ALLOWED WITHOUT ENGINEER APPROVAL NO SCALE CD REVISIONS .......... D■8CIIIPTION WALL STEM NO SCALE SOLID GROUT TYP 3,I.• DIA FORMED OR CORED HOLE FILLED RETAINING WALL WITH NON-SHRINK GROUT POR-ROK OR EQUAL CD PLAN VIEW NO SCALE NEW SIDEWALK //4018" EACH WAY (CENTERED) NO SCALE NO SCALE HANDRAIL POST (2" DIA NOM GALV STEEL PIPE) cl,,''---~ SIDEWALK CD 2•-o•LAP WI #5 O 12§ LONGITUDINAL 2,_0• FOOTING REINF SECTION CD ½" EXPANSION JOINT FILLER CAPPED WITH .JJINT SEALANT (TYP) --1 ~EXISTING SIDEWALK ~ OR NEW MASONRY WAILL G) BAYSIDE COVE WALKWAY .... _,, GENERAL NOTES & TYPICAL DETAILS DESIGNED cs DRA\ltl cs CITY OF NE'NPORT BEACH R-6037-S CHECl<ED DAlE PUBUC VVORKS DEPARTMENT SHEET 5 OF 9 BM 07 12 1 E 0 ~ 0 n -N ' c-0 m , TI " 0 <n ' n N m N / > 0 / <n / 0 0 -< u / n m N n n / 0 TI ~ / ± SLUMPSTONE SCREEN WALL SLUMPSTONE PLANTER WALL SLUMP STONE SCREEN WALL TYPICAL PILASTER PLAN VIEW SLUMP STONE PLANTER WALL SLUMP STONE RETAINING WALL SLUMP STONE RETAINING WALL AT SEAWALL NEW WALL TO EXISTING WING WALL DETAIL 4 • MASONRY C/>P TW EL PER SHEET 4 #40'24 • HORIZ IN BON:> BEAMS :.,d :',~AX BOT REINF 3'-6" SCALE: 1/2" 1 •-0• CD #5418" DOWELS o 'i_ WALL .-----",IH 4•-0· SCALE: 1/2" 1 •-0• 4 • MASONRY C/>P EXISTING CONCRETE SEA WALL CD 4 • MASONRY CAP SCALE: 1/2" 1 '-0" SCALE: 1• 1 ·-0· ED 12•,4•,12• SLu.F.;Tot£ BLOCK PILASTER SOLID GROOT ALL CELLS (TYP) #4 VERT (TYP) (TOTAL = 4) MATCH DOWELS TO FOOTING SEE TYPICAL SECTION ED #4016" DRILL l EPOXY DOWELS INTO EXISTING CONCRETE BRIDGE Wit¥3 WALL (B"MINEM3EOIENT) SCALE: 1/2" 1 '-o• 4" MASONRY C/>P TW EL PER SHEET 4 #4 CONT 0 12• MAX BOT REINF TOC w SCALE: 1/2" 1 ·-0· ,l/,4016" DRILL l EPOXY DOWELS INTO EXISTit¥3 CONCRETE BRIDGE Wit¥3 WALL (8" MIN EM3EOIENT) 2·-of NEW SX4X16 00 BLOO<S (TYP) H MAX 3-o· 4-4 ED ISTit¥3 CO-CRETE BRIDGE BARRIER CD TOE 0-6 1-0 E 0 ~ 0 m , TI "' 0 <n ' "" N m N / > 0 / r------.--.-LAN-PREP_ARED_BY_,---•• -.,.-N-■ -CO-N■T-■U-CT,-ON~-_-_____ R_E_V_I_S_I_O_N_S _____ ......... _______ BA_":f_S_ID_E_C_O_VE_W_'A_L_KW_'A_Y _ _J ig];:i~ ~ --•-DHCRO,TION 1M11! 1WD , , ■ ■ ■ fMNE; ~~~;::'~ TYPICAL SECTIONS CONSULTING FAXll40.472.8122 • -.r.RBF.oom ~ :~E oATE, 07112113 t==l===t============================j====t===j~oES1::GN:m~~csi~:DRA:..,..:==~cs4-1-c-nv_o_F_N_EVVPO __ RT __ BEAC __ H~f---_ -""'R=-~'= -=--=-3=-7::.. --S~ -"'" -_ -1-1 j .._ _______________________________________________ ....JL...------....JL... ________________ ...1_..1._..L. _______________ J..._.J. __ LCH:::ECl<:.::.::EO:....!BM!.l.:0:::ATE:.:lOl:z7L1~2:L.1!l,_,!PUIIU~~C!VVORKS~~~~~MTMENT~!!!!:~.l::SH:EET::..!6LOF:....!9t....J ± · MARINE AVENUE OONfSIIC WAIEB PPINT PE rotfJfCIICJJ· CONTRACTOR SHALL l'OTE THAT TtERE IS AN EXISTING IRRIGATION SYSTEM WITH WATER t.ETER, A BA[l(FLOW PREVENTER, ANJ ELECTRICALLY <PERATED BRASS IRRIGATION VALVES IN PLASTIC VALVE BOXS -SEE IJEMCUTION PLAN. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING IRRIGATION SYSTEM OUTSIDE Tl£ LIMIT CF WORI<, INSTALL ISEW SYSTEM PER PLAN, RELOCATE EXISTING WATER t.ETER ANJ INSTALL ISEW BA[l(FLOW PREVENTER. CONTRACTOR SHALL TEMPORARILY REMOVE EXISTING IRRIGATION CONTROL VALVES LOCATED WITHIN Tl£ LIMIT OF WORK, AS REQUIRED, ANJ RE-INSTALL DOWNSTREAM CF NEW BALL VALVE, NEW MASTER VALVE BRIDGE EXISTING EXPANSION JOINT FACE OF ClllB AND ISEW FLOW SENSOR. ALL ISEW ANJ EXISTING EQUIPMENT SHALL BE LOCATED IN Tt£ GENERAL;IOV;IC:I;IN~I=T=Y~~Cf"~~EX~;I:S~T~I;N~G~:::E~QU~~I=P~M~ENT~~:::·======-=-=-=-=-=-=-=t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-~ CONTRACTOR TO FIELD VERIFY LOCATION, SIZE ANJ AVAILABLE PRESS~E PRIOR TO CONSTRUCIION.- IJESIGN WATER PRESSURE: 70 PSI. ~~-==-==-==-==--=======~=;::-==--=r==----==--~ INSTALL NEW 1 1/2" BACKFLOW PREVENT!Jl ANJ NEW CONTROLLER WITHIN CITY RIGHT CF WAY. EXACT LOCATION TO BE APPROVED BY THE CITY PRl!Jl TO CONSTRUCTION. -------r -SIDEWALK G) It_/ It EXIST TREE - PROTECT IN PLACE EX WALL E)(lSTlNG SIDEWALK r IBBIGATICtJ CONTRQ...LER· CONTRACTOR SHALL l'OTE THAT TtERE IS AN EXISTING IRRIGATION CONTROLLER PEDESTAL, CONJUIT WITH 120V LIVE POWER SOURCE ANJ CONDUIT WITH IRRIGATION WIRE(S) LEADING TO EXISTING IRRIGATION VALVE(S). EDGE CF~ SIDEWALK "" NEW SIDEWALK NEW SIDEWALK EXISTING SIDEWALK gg~~I~~RE~~D~g~i~:~o~~R~A~!e~~~----::NEW:°':'.'"";P:.22.2::._EXJ_J__l_,.1._lJ ~:~~-~~I~=~~\1iVE~~~~OI~~~ALL NEW Wf-t-t.«JU-IT IRRIGATION CONTROLLER AT APPROXIMATE LOCATION .Lc=---------------<SH"'~~i:l~~1~~~.f~/~~:1~= ~c~~E~\l" EXISTING IRRIGATION CONTROL WIRES. CONTRACTOR SHALL ENSURE IRRIGATION WATER IS PROVIIJEIJ TO EXISTING LANDSCAPE WITHCIJT INTERRl..!'TION. MARINE AVENUE FACE OF ClllB ~ ~7GJ.- EXISTING SIDEWALK E)(lSTlNG SIDEWALK NEWPORT BEACH YACHT CLlB BUILDING IRRIGATION PLAN SCALE: 1" = 5'-0" EDGE CF SIDEWALK NEW SIDEWALK EX NEW SIDEWALK NEWPORT BEACH YACHT CLUB BUILDING PLANTING PLAN SCALE: 1• = 5'-0" SCALE 10 15 I I SCALE 1'"0 5" REL WTR t.ETER EX EX EXISTING SIDEWALK REL SIGN EXISTING SIDEWALK EXISTING BRIDGE BARRIER EXIST ~ BRIDGE EXISTING EXPANSION JOINT EXISTING BRIDGE BARRIER 14725ALTONPAAK':NAY R\'INE,CAL.FORNIA512519-2027 FAX 114Q.472.8122 • -.r.RBF.oom DATE, 07 12 13 REVISIONS .......... D■8CIIIPTION IKKlljA I IUN ~l,;Ht:.UULt:. :il'.MllQL ~ :m.lllOL. l:.iiil ® ® @] @ I!] M ANUff\CJURER /MODEL (DESCRIPTION RAIN BIRD XCZ-100-PRB-COM MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE V.,TH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET FILTER. 3GPM TO 20GPM. AREA TO RECEIVE DRIPUNE RAIN BIRO XFS-06-12 (12) XFS SUB-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE W/CDPPER SHIELD TECHNOLOGY. 0.6GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALS SPACED AT 12.0" APART, V.,TH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. M ANUfACTI.JRER /MODEL /QESCRIPDON RAIN BIRD 4+-LRC 1" BRASS QUICK-COUPLING VALVE. V.,TH CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. MA TCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, V.,TH PTFE SEA TS. SAME SIZE AS MAINLINE PIPE. GRISWOLD 2230..E 1-1/-4-" 1-1/4" PRESSURE REDUCING, NORMALLY CLOSED MASTER VALVE. EPOXY COATING. CAST IRON AND BRONZE MATERIAL. NPT END CONNECTION. LOW POWER SOLENOID. NEW FEBCO 825Y 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER NEW RAIN MASTER CONTROLLER EVOLUTION 12 STATION (FIELD VERIFY) IRRIGATION CONTROLLER V.,TH ANTENNA, RAIN SENSOR AND VANDAL-RESISTANT STAINLESS STEEL WALL-MOUNT ENCLOSURE RAIN MASTER FS-150 FLOW SENSOR -CONNECT TO THE CONTROLLER EXISTING WATER METER TO BE RELOCATED PER CITY STANDARDS IRRIGATION LATERAL LINE: PVC SCHEDULE 40 AND CLASS 315 PVC SCHEDULE 40 TO 1-1 /2", PVC CLASS 315 SOR 13.5 FOR PIPES 2" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, V.,TH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 80 -SIZE TO MATCH EXISTING PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout @-------Valve Number ##-Valve Fl.ow #"-f------Valve Size PLANT SCHEDULE ~ BOTANICAL NAME / COMMON NAME WIT QI( 0 ROSA X 'FLOWER CARPET RED' / ROSE 5 GALO 3' OC 8 GROUND CO\IERS BOTANICAL NAME / COMMON NAME ™ QIY.. ANNUAL COLOR 4"POTO 8" OC 560 l'OTE: ANNUAL-SEASONAL FLOWER COL!Jl. CONTRACTffi TO PROVIDE LIST OF SIX SPECIES CF ANNUAL/SEASONAL FLOWER TO Tt£ CITY FOR REVIEW, SELECTION, LOCATION ANJ APPROVAL PRIOR TO PLANTING BAYSIDE COVE WALKWAY .... _,, IRRIGATION & PLANTING PLAN E 0 ~ 0 0 -' ' n m N n / > 0 / en / 0 0 "" u / n m N n n / ~==c=3c=======================i===t===;oES1:GN:ED;~cs~tcDRA;;11t1==~Ac+-C-ITY_O_F_N_EVVPO __ RT_BEAC __ H~~R-~~3=7~-$=----1 j 1--CHECl<ED JA DA1E07 12 1 PUIII.JC WORKS DEPARTMENT SHEET 7 Of 9 ± ---------------FINISH GRADE ~bk g~cfiM~~fGEND --------BRASS BALL VALVE TYP. .------WYE SlRAINER -r-;:::==+----BRASS NIPPLES MIN. 4" TYP. --+----BRASS ELL, 4 REQUIRED ----BACKFLOW ENCLOSURE IF SPECIFIED ~---PRESSURE REGULATOR OR WYE STRAINER IF SPECIFIED, SEE BELOW ~---BRASS UNION, 2 REQUIRED 'l'l'A--.,::::-,-,-,-BRASS RISERS LENGTH AS REO. PVC MAINLINE TO MASTER VALVE SCH 80 PVC FEMALE ADAPTER '----SCH 80 PVC NIPPLE 6" MIN. '------CONCRETE TRUST BLOCK (1 CU FT) ~--------CONCRETE SLAB. SEE BELOW '--------------PVC MAINLINE NOTE: IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. @ BACKFLOW DEVICE 1 FINISH GRADE/TOP OF MULCH @ VALVE BOX W/ PURPLE COYER, @ 30-Rfl~Bl~e::-~ or WIRE. __ ½,,,,..,~~~~~-~~ .... -~h~© WA~~ CONNECTk)N: )1/\r -"t'cf=t=c/c=cf===fr~ti~\ 0c¼(•@ 1-:~ = ~!.-iE~:CLUDED IN / Y © ID ~-PRB-1DD-coM KIT) (z) REM= :RO~sa':.~:k-o WITH @ PR~l~R:E~~~~~N8u~:l°uLE CHECK BASKET ALTER, RAIN BIRO PRB-OKCHK-100 QNCWDED IN ® PvC ~PR:,--~~R @ LATERAL ~PE ® @ PVC SCH 80 NIPPLE (LENGTH AS @ PIC REQ~RFfd ELL @ PVC ~'.'°HI= !~I~ SCH G}) PVC 40 sBt-4-0 TEE OR ELL @) MAINLINE ~PE @ 3-INCH MINIMUM DEPTH OF @ F',Jf ~N~ :s~ i=- DRIP VAL VE ASSEMBLY CLEAN COMPACTED BACKFILL UNDISTURBED SOIL LATERAL LINES -----ciir,l±!rrl,l= TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER DEPTHS SHOWN ARE FOR IN GROUND INSTALLATIONS. ON STRUCTURE INSTALL PIPING AT DEPTH SHOWN OR AT CONCRETE SLAB DEPTH. ® PIPE INSTALLATION PLASTIC ROUND VALVE BOX WllH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT oRAND "OCI" ONTO LID. Jc FlNISHED GRADE IN TURF AREAS NOTE: -FINISHED GRADE IN SHRUB AREAS ----E;i---11!ffl!!!ft,---~~'f'&~b~Rvt1&. ------GALV. PUNCH LOC (2 REO.) lll!l!:;....-_J!\----BRASS NIPPLE (LENGTH AS REO.) BRICK SUPPORTS BRASS T~PLE SWNl JOINT (SIZE PER !)CV) ~ ~~~~fi)Nl[LEJf.J:i.ay ...,_.l-..J-o-MAINLINE, SEE SPECS. ~==============~~E~ICSTAKE '---------3/4" ROCK, 1 CUBIC FT. SECTION \1EW NI S USE TEFLON TAPE ON ALL THREADED F1TTINGS TYPCAL ® QUICK COUPLER VALVE @) su~~u:~E X~Rr~~ DRIP LINE (TYPICAL) @BARB X MALE FITTING: r.\ RAIN BIRD XFD-MA FITTING (TYPICAL) \V FLUSH POINT {TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPUNE @Ji" POLYETHYLENE BLANK TUBING: ,.;i, RAIN BIRD XF SERIES BLANK TUBING ~ BARB X BARB INSERT TEE OR CROSS: RAIN BIRD XFD-TEE OR ® FLUSH POINT WITH BALL VALVE" PERIMETER OF AREA ,:;.,. RAIN BIRD XFD-CROSS (TYPICAL) \!;:ll AIR RELIEF VALVE, RAIN BIRD AR VALVE KIT Tm I I © PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF AREA 0 PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT SEE RAIN BIRD DETAIL "XFS AIR RELIEF VALVE KIT" OR "XFS AIR RELIEF VALVE KIT IN PVC HEADER" @BAR:1J ~~A1ifm~~'.'.b1s FITTING :'c=cc(;:;°''-c=::(J:;c==<)::;:=:f"1j:'i=CC\;:;===::(J:;c==<)::;==<) I © (SIZED TO MEET LATERAL FLOW OEMAND) PVC SUPPLY MANIFOLD @¾" PVC NIPPLE, LENGTH AS NECESSARY ® CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL) -SEE INSET A XFS Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24" Spacing Inlet Pressure Nominal Flow (GPH) Nominal Flow (GPH) Nominal Flow (GPH) ps, 0.6 0.9 0.6 0.9 0.6 0.9 8 15 255 194 357 273 448 343 20 291 220 408 313 514 394 30 350 266 494 378 622 478 40 396 302 560 428 705 541 NOTES: INSET A 50 434 333 614 470 775 594 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE. PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XF-SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS, 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. CD XFS SUB-SURFACE DRIPLINE CLEAN COMPACTED BACKFILL PAVING, BY OTHER LATERAL LINE IN SLEEVE SCH. 40 FOR PEDESTRIAN SCH 80 FOR VEHICLE ~Ot;~i?LJll~~EVES . MAINLINE SLEEVE SCH 40 UNDER PE MAINLINE SLEEVE SCH 80 UNDER VEHICLE TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER w:.J DEPTH AS SHOWN OR ON CONCRETE SLAB FOR ON STRUCTURE INSTALLATION. SLEEVES THROUGH WALLS BY OTHERS. © SLEEVE INSTALLATION 24" WIRE LOOP VALVE ID TAGS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~ PVC MAINLINE TO IRRIGATION CONTROL VALVES BRICK SUPPORTS '------BRASS UNION ~------BRASS NIPPLE TYP. '--------LANDSCAPE FABRIC (ALL AROUND SIDES AND BOTTOM) ~--------3/4" ROCK, 2 CUBIC FT. ~---------------PVC MAINLINE PIPE FROM NOTE: BACKFLOW PER SPECS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. @ MASTER CONTROL VALVE NOTES: 0 EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE SUB-SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFS DRIPLINE NON-POTABLE: XFSP DRIPLINE INLINE DRIP EMITTER TIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) SEE NOTES BELOW FOR SPACING 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. 0 SUB-SURFACE DRIPLINE BURIAL REVISIONS .......... D■8CIIIPTION .... _,, 14725ALTONPAAK':NAY R\'INE,CAL.FORNIA512519-2027 FAX 114Q.472.8122 • -.r.RBF.oom ,-----FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HAROSCAPE EDGE. HEAT BRAND "EN' ONTO LID . BALL VALVE/ GATE VALVE, SEE LEGEND FOR SPECIFICATION PRESSURE SUPPLY LINE DEPTH AS PER SPECS. PVC MALE ADAPTER BRICK SUPPORTS BRASS UNION '-------BRASS NIPPLE '--------LANDSCAPE FABRIC NOTE: Sft1JQN·'="""'M"fW,-_-ccNTcc$,----3/4• ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO /iJ.lJ)Y/ FOR PROPER OPERATION OF BALl. V>J..VE INSTALL AT RIGHT ANGLE TO HAROSCAPE EDGE, INSTALL BALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. ® ® ® BALL VALVE JC FINISHED GRADE IN TURF AREAS PLASTIC RECTANGUI.M VALVE BOX WITH BOLT DOWN COVER, USE ST,'JNLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. PURPLE IN COLOR FLOW SENSOR, SEE LEGEND FOR SPECIACATION --FINISHED GRADE IN SHRUB AREAS ~-------LANDSCJflE FABRIC (All AROUND SIDES AND BOTTOM) '---------3/4" ROCK, 2 CUBIC FT. '-------------~ ~~~EJ'lf'~~-W.STER VALVE SfCDON YlfW N I 5 NOTE, l~f~o\J-~~s PER THE MANUFACTURER's RECOMMENDATIONS, WIRE TO 8f,,1~ fi_~EN~.TO ACHIEVE MAINLINE DEPlH ON THE DOWN-STREAM SIDE FLOW SENSOR L EXISTING CONDUIT FOR CONTROL WIRES TO EXISTING VALVES CONTROLLER ENCLOSURE N.T.S. BAYSIDE COVE WALKWAY IRRIGATION DETAILS E 0 ~ 0 m , TI N 0 -' ' n m N n / > 0 / en / 0 0 « u / n m N n n / DATE, 07 12 13 ~==c=3c=======================i===t===;DESl:GN:ED;~cs~tcDRA;;WN==~Ac+-C-ITY_0_F_N_EVVPO __ RT_BEAC __ H~~R-~~3=7~-S=--1 j I-CHECKED JA DA1E07 12 1 PUIIUC WORKS DEPARTMENT SHEET 8 or 9 ± 14725ALTONPAAK':NAY R\'INE,CAL.FORNIA512519-2027 FAX 114Q.472.8122 • -.r.RBF.oom DATE, 07 12 13 REVISIONS .... ...... D■8CIIIPTION .... A SHRUB PLANTING I ½ OF D +.--. • t!QIES; • • • • • G) SHRUB ROOTBALL. @ ~l~lsLt~J1irA~[TJ,~ND i~tii{f~mr°~~i~I~~ @SET THE ROO rn~(t RADE. @ PLACE BACKFILL !~~~t~i(l~g:{AufdNG ® ~~~NJ~~u~~'r~J~lER @ m~l~ r4~wr1~tJt0~F THE PLANTING PIT. (z) rm~i~eti?tFif:ii~~O ~~~i1li~f. »~~~~~~ AS ® ~~l~tl!t;0ettt~l: CENTER. @ EXISTING SUBGRAOE. N.T.S. Q)PAVING/WALL EDGE. @ ~~~~t OR GROUNDCOVER @~~~ fitf~~1k-bMmm~!l. © ~~tJ~~%'11i~'r~J~lER ® rrti~i~eti?f ~~~i1liAr»~ ® ~~~,~~~~Jw!i~~?~s~g~ 1. INSTALL PLANTS SPACED EQUIDISTANT (0) FROM EACH OTHER AS INDICATED IN THE PLANT LEGEND. 2. TRIANGULAR SPACING MAY NEED TO BE ALTERED IN NARROW PLANTING AREAS PER THE DIRECTION OF THE RESIDENT ENGIENER. B GROUNDCOVER SPACING N.T.S. BAYSIDE COVE WALKWAY PLANTING DETAILS AND NOTES E 0 ~ 0 m , TI n 0 -' ' n m N n ,... > 0 ,... en ,... 0 0 « u ,... n m N n n ,... 1--1--1------------------1----1-----1-==~-==--+-----------~~~~~=~-~ l==t=t=============l==l==la=:~iEC:kEi:~cs~DRAiATE'"lltl-:-~Ac1 CITY OF NE'NPORT BEACH 1--~R.c..,~,:'--"-3~7~-S-=----I -~ JA DATE07 12 1 PUIIUC WORKS DEPARTMENT SHEET 9 Of 9 ±