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HomeMy WebLinkAboutP_5191_Sft D :,. j :C t-'. if IO \) lll ADAM5 AVE. < --l---l-1--...:_:_~-=----...:_:_::;----i-------;:, IU IQ z g I!) z 1-z :3 :c IL I-CITY OF f)'. lll f)'. COSTA :::, :c ~ ll. MESA () ~ () f)'. IO VIC.TOR.IA lli > <( 1 "ITH < i= z llJ \) <( _j IL PROJECT LOCATION VICINITY MAP NOT TO SC.ALE () IO f)'. < :c 5T. 5T. PROJECT LOCATlON~~ D f)'. i:: llJ > f)'. < IL BAKE RT NO TH ~ .. -···· •• ~- -" CITY OF IRVINE U.C..I. .. · EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) ORANGE COUNTY SANITATION DISTRICT COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY 1 (800) 624-8153 1 (800) 611-1911 611 1 (949) 644-3011 1 (714) 962-2411 1 (949) 542-6222 1 (800) 227-2600 NIGHT 1 (800) 634-0251 1 (800) 895-0221 611 1 (949) 644-3717 1 (949) 542-6222 1 (800) 227-2600 NEWPORT SHORES STREET END IMPROVEMENTS -PHASE 1 FOR THE CITY OF NEWPORT BEACH C-3669 APPROVED: T BEACH PUBLIC WORKS DIRECTOR DATE RCE NO. 36106 APPROVED: W°j2Q_~ ~ ~ NEWPORT BEACHCITY ENGINEER RCE NO. 24967 s/2.'L.(o 4- DATE SECTlON 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATlON NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATlE" WILL BE VALID. FOR YOUR DIG ALERT IDENTlFICATlON NUMBER CALL UNDERGROUND SERVICE ALERT. TOLL FREE 1-800-422-4133 (7WO WORKING DAYS BEFORE YOU DIG) DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXPECT AS OTHERWISE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, 01< IN THIS CONTRACTS SPECcAL PROVISIONS. BE CONSTl<UCTlED IN ACCORDANCE WITH THE "STANDARD SPECIFICATlONS FOi< PUBLIC WORKS CONSTRUCTION", 1997 EDITION, AND SUPPLEMENTS TO DATE. 2. EXISTlNG UNDERGROUND UTlLITlES AND SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOi< VEl<IFYNG THE ACTlUAL LOCATION AND ELEVATlON IN THE FIELD PRIOR TO BEGINNING OF CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. PROPOSED PAVEMENT AND IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTlNG IMPROVEMENTS. 5. ALL CONCl<ETlE SHALL BE 560-C-3250 6. ADJUST EXISllNG CITY UTILITIES (EG. SUl<VIEY MONUMENTS, SEWER AND STORM Dl<AIN MANHOLES) Fl<AIMES AND COVERS TO FINISHED GRADE. ALL OTHER UllLlllES TO BE ADJUSTED BY OTHER SHEET INDEX: 1 COVER SHEET 2 IRRIGATION PLAN 3 IRRIGATION DETAILS 4 PLANTING PLAN 5 IRRIG. $ PLANTING SPECS. 6 LIGHTING PLAN ! ill ~ ~ ~ ~ I ffi is -~ ~ § ~ §' 8 ~ I ~ I " I ~ >'1 z " ,, " m [;l PBS&J 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 .---...--...--------------,---,-.,,AP""P"'Ro"'v""E""D-------,,---------------------1 ;'. ~ 18022 COWAN, SUITE I00A • IRVINE, CALIFORNIA 92614-6805 TELEPHONE: 949.660.8600 • FAX: 949.440.8183 • www.pbsj.com FAX. (949) 251-0899 [L #,\ [NJ @ ® © #,\ [¥1 ~ #,\ ~ © [M] □ lJ ~ © lJ (W ~ ~ NEWPORT SHORES STREET END 1 IMPROVEMENTS DATE BY PRINCIPAL CIVIL ENGINEER PHASE 1 ..,. ,1, RE. NO. 43003 ~ DATE /-'l',,1,-ic.,;t FOR THE CITY OF NEWPORT BEACH , ~+--+-------1--1~~~;=:::l.-_::____::_::____.::__~~-=-=--=-:..:._J: App'D. DESIGNED DRAWN ;§ CITY OF NEWPORT BEACH P-5191 -5 CHECKED DATE 1-------3 PUBLIC WORKS DEPARTMENT SHEET 1 OF 6 "- DESCRIPTION REVISIONS SYMf30L.· MANUFACTURE=_ "' TORO V TORO • TORO " TORO ... TORO + TORO lo TORO V TORO w TORO ... TORO .. TORO 0 TORO @ RAJNBl<D ... FEBCO ~ Gf<!SWALD CD RAJNBiKD EB ,~TCO ---i'-";AJN UNE :...ATER.AL ----------------SLEEVE E:XISTING 78" STOr<M DRA.i1"-J OUTL.ET LCCAT::: :::XISTING STORM DRAIN THAT RUNS BETWEEN CATCH B-"'Sl1'-J AND DRAIN OUTLE:1 A~D PROTECT iN PLACE. Ii B 0 112' 1/7 Q 12" IHiCK : EDGE ----,,o : D ~o I :::r 0 a "'3E,i2" '..t O 3/4 6 1,'2 0 . l/2' 1/T ;I: 0--: ----0 O~Q --.._ - =---.:'.:::l:--l:3" r ~Q 1~11 1!2' 3/4" 1/2" l,'-!STALL C01NTi<i=TE BENCH SUPP!..'ED BY CrTY " 0 I I< I< I G A T I 0 N L E G E N D · MOOEL NO'. P?SCRIPTION> .·. • · , NOZZLE; • 'M[)IUS •••· • •• Gi.P.M. • .•. PATTERN· IN THE EVENT THERE IS FIELD MODIFICATION CONTRACTOR SHALL USE THE FOLLOWING CHARTS FOR SIZING IRRIGATION EQUIPMENT. CL. 315 PVC PIPE. 570Z-72P-PRX 570Z-12P-PRX 570Z-12P-PRX 570Z-12P-PRX 570Z-12P-PRX 570Z-12P-PRX 570Z-12P-Pr<X 5702-4-P-PRX 570Z--4P-PRX 5702-4-P-PRX 570Z--4P-P<X 5702-4-P-PRX ESP-12LX + 825Y DW SERIES ,LL 7.54. SERIES 12" POP UP SP-Kfa.Y HEAD 8H-!'""1'PR 15 .5 HALF lZ DC? UP SPR.A. Y r.E.AD 5T-MPr< 8 .30 Tt-:!RD 12" ?OP UP SPRAY H=.AD 8Q-MPR 8 .29 QUA<TER 12" POP UP SPR.A. Y HE.PD 12H-MPR 12 7.C9 HALF 12" POP UP SP!<A-Y H~ l:2T-MP~ 72 72 T-llRD 12" POP UP SPr<AY H;::.AD i:2Q-MP< 72 .SC GUAQ.TEK 12" POP U? SP'<AY HEAD V-15 -.~ .B---2.5 VAR~BLE V 4·· POP UP SP--t<.AY HEAD iOH-MPK 10 .71 f-<ALF 4" t=:OP UP SPRAY HEAD lOT-MPR 10 052 -1HRD 4·· POP UP SPRAY HEAD lOQ-MPR 10 .40 QUA1<.TE::2. 4" POP UP SPRAY H2..AD 70TT-MPr< 10 .69 2/3 4· POP UP SPRAY H~ 10TT-t'-';Pi< 10 .89 2/3 12 STA11CN CONT'i<OLL..ER, VE!<IFY EXACT LOCA770N AT CLUB HOUSE 2" RP. BACKFLOW DEViC~. !N S.S. CAGE AUTO/-'"ATiC l'.<.~!GATiON CCNTT2.0L VAL\/;::: QLJl,CK COUPUNG VALVE 3RASS BA.LL VP-LVE UNE Si.ZS (:2') PVCSC!----!.40 (PVC SCH BO UNDC!< PAVEMCNT) !NSTA!..!...3 FT. FiWM F.O.C. IN M2DlAr-.: PVC CLASS 315 .3" SCH 80 PVC SLEEVE FC:< i'.<f<!GAT!Oi\: MA!N LIN,= AND ONE FOR \Vi::2.ES CONSTRUCT 4 THICK PCC SID!::WALK 1 CANAL CIRCLE GPM 5 TO 9 10 TO 15 16 TO 25 26TO 32 33 TO 50 51 TO 70 71 TO 100 PIPE SIZE GPM3/4" GPM1" GPM11/4" GPM11/2" GPM2" GPM21/2" GPM3" OBSTRUCTIONS WHEN VERTIC,,AL OBSl!<UCTICNS (UT!L!T!ES BOXES. STi<=:ET L!GHTS, TREES, ETC.) l1NTERFERE WiTH THE SD«AY PATTERN OF THE SPRNKLER H2-ADS SO AS TO PREVENT Pi<OPER COVERAGE, tHE CONTRACTOR SH,,ALL PiELD ADJUST THE SPRINKLER SYSTEM BY iNSTALU1'-JG A QUARTER C:RCLE OR HALr' CIRCLE SPRINKLER HEJl.D ON EACH SIDE Or' THE OBSTRUCT!0,'-1 SO AS TO PROViDE PROPER COVE«AGE. ALL ADJUSTMENTS S'-iALL BE MADE AT NO ADDITIONAL COST TO THE CITY. CONSTRUCT 4" TH!CKPCC SIDEWALK-----~ SAW CUT AN REMOVE 16 'NCH W!D::: PAVCMENT FOR UNDER G-.=20\.JND Pl?iNG AND WiR!NG, i<:::PL.ACE PAVEM!::NT PER CITY STD. -105-L. (T-Ti<ENCH) PROVIDi= TWO SL!::EVES FOR CONTROL WIRES A'-JD r----'lAIN LINE. TRENCH TO BE 30" DCEP. \ RECONSTRUCT LOCAL DE?R:::SS!ON ' ' ' CATCH BASIN 0 o .__ -1-1i4" -----Oo 1/2' 1/2'" 3i4. 3/4' 1/2 1/2 447 CANAL STREET PBS&J 18022 COWAN, SUITE l00A • IRVINE, CALIFORNIA 92614-6805 TELEPHONE: 949.660.8600 • FAX: 949.440.8183 • "v"v"v.pbsj.com -, ~-"L~-- ;,_ :,: 0 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL (949) 251 ·8999 FAX. (949) 251-0899 l6 ffel ~ [Q) ® © ffei ~ @: ffei ~ © 1M] □ 'ii @: © 'ii (W ~ @: BACKr'LOW _ CATION 111' 0 i/2 li<.RiGAt!ON CC·1'1TROLLE:i< TO BE LOCAT!::D AT CLUB HOUSE. VERIFY EXACT LOCAT'O,N WiTH PESOCIATION SEE LiGHT!NG PLPN r'OR LOCATON SAW CUT AN KEMOVE 76 iNCH WID=: BY ARDQX 40 FT. Or' PAVEMENT FOR IRRIG,A.TON \VIRE SLEEVE A'-!D SLEEVE FOR i10 V CIRCUiT AND LOW VOLTAGE CIRCUIT REPLAC:: PAVEMENT PER CITY STD. -105-L. TRENCH TO BE 30·• DEEP. ---~ 1/2"' 0 3/4" 0 ' ' i/7 1/T 3/4' > . ' WATER METER LOCATION (P.O.C.) REMOVE AND R!::PL.ACE S 1DEWALK ?Et2. CiTY STANDARED 180 L. i<EMOVE AND DISPOS~ er EXISTING BRICKS CANAL STREET NOfir!.TH 1b 24 62 40 4e 0 GRAPHIC. SCALE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I z C-3669 ~ IRi<IGAfON PLAN c ,----,--,--,------------------,,---,-,,.,.,==--------.... -------------------------1· APPROVED I PRINCIPAL CIVIL ENGINEER RE. N0.~43~00~3~--, NEWPOf<T SHOf<ES STREET END IMPROVEMENTS PHASE1 9 FOi< THE CITY OF NEWPOf<T BEACH \'.' DATE _________ -., "' 1---1---+----------------'l--+===-:,:---r==,.,.----+-----------------,---------t~ DATE By DESCRIPTION App'D. DESIGNED DRAWN 0 CITY OF NEWPORT BEACH P-5191-5 1---------1 SJ CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 2 OF 6 o.. REVISIONS -0 FRONT ELEVATION 1. IRRIGATION C.ONTROLLER SEE LEGEND FOR TYPE. A NC.HOR SEC.UR.ELY TO Y'IALL 2. C.ONDUIT V'IITH 1 15V POV'IER C.ONDUC.TORS PER LOC.AL 4 NATIONAL ELEC.TRIC.AL C.ODES. S. FINISH GRADE . . . .. . - AAAA•A_~.,__.,.._,-,,., •.••.•. ~ -~ -~ .... ,. ,., " ... -,, ,.. ,,. ........ "' I', ,., ,,_ ,.,AA6R~AA,A.-..-.A~,,__,,_,..,.,..,-, A A~ .... A A A A A".-,~ ... A A A A A·A .,. ... ,., ,._ ,._ .. .,.-... ., .......... ,.,. .... .,._ ............. ,,_"',.,"',.,"'",.,"',,_"'A ... ,f'-"~~-~~- .-, .......... ,. -~ ...... ,. ,. ,. .,. ,. .,-,.. ... ,., ,. -~ .......... -. RIGHT SIDE ELEVATION. z I: N 7 6 • ••• DODO ::·:·)~;;:~:'.:;:~:;:t:;:;~;i'.l~~~:::;; 12· MIN. 18" MIN. 1. HARDSCAPE EDGE (WHERE APPLICABLE) . 2. TRENCH 3. LATERAL LINE PIPING. 4. PRESSURE MAIN LINE PIPING. 5. CONTROL WIRES. TAPE AT 6 FT. O.C. 6. CLEAN, APPROVED BACKFILL MATERIAL. 7. FINISH GRADE. REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONAL INFORMATION. TRENCHING 6 7 8 9 1. FINISH GRADE 6. BRICK ( 1 OF 4 ) 2. 2' IN G.C., FLUSH IN LAWN 3. VALVE BOX (SEE SPECS.) 4. WATER PROOF CONNECTOR 5. 24" LINEAR LENGTH OF WIRE, COILED. 7. PVC SWEEP ELLS, 8. 1 CU. FT. PEA GRAVE (MIN) 9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHERWISE. RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LINE WHEN POSSIBLE. WIRE PULL BOX/ JUNCTION BOX PBS&J 18022COWAN, SUITE l00A • IRVINE, CALIFORNIA 92614-6805 TELEPHONE: 949.660.8600 • FAX: 949.440.8183 • ,vww.pbsj.com .,i,., .... ,; " " ~--,.. ... ,. "' .,_ i i:: 2 3 4" PCC PLATFORM 1. BACKFLOW Pl<EVENTEI< ASSEMBLY -REFEI< TO IRRIGATION PLANS FOR MFG. AND MODEL. 2. RESILIENT SEAT BALL VALVE -TWO TOTAL. 3. BRASS \VYE STR.AINER -REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONAL INFORMATION 4. BRASS 90 DEGREE ELL TYPICAL. 5. BRASS UNION. 6. THREADED BRASS NIPPLE -LENGTH AS REQUIRED 7. FINISH GRADE. 8. CONCRETE THl<UST BLOCK -12" X 12" X 12" 9. TO fRRIGAIION SYSiEM -SEE PLAN FOR SlZI:: AND TYPE. 10. PVC SCH BO MALE ADAPTER T"r'P!CAL 11. BRASS COUPLING, SET FLUSH WITH CONCRETE THRUST BLOCK. 12. TO IRl<IGATION POINT OF CONNECTION, WATEI< SOURCE. l.3. STAINLESS STEEL ,$. METAL MESH SINGLE SWJNG ENCLOSURE BY "ALL SPEC ENCLOSURES" BACKFLOW PREVENTER i:1"1 1 ! • 1. FINISH GRADE 6. BRASS NIPPLE 2. 2' IN G.C., FLUSH IN LAWN 7. BRASS UNION 3. VALVE BOX (SEE SPECS.) 8. 1 CU. FT. PEA GRAVE (MIN) 4. PVC MALE ADAPTER. (TYP.) 9. BRICK OR CONC. SUPPORTS. 5. BRASS BALL VALVE 10. PVC MAINLINE AND FITTINGS. BRASS BALL VALVE 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 FAX. (949) 251-0899 11 D, [fl] IID ® © &, rP ~ &, ~ © [X] a if ~ © if lW ~ ~ 1 ~----J14 ~----<8 17 1. 24" COILED WIRE LEADER 2. WATER PROOF WIRE CONNECTORS. 3. VALVE IDENTIFICATION TAG. 4. ELECTRIC CONTROL VALVE - REFER TO IRRIGATION LEGEND FOR MANUFACTURER AND MODEL. 5. VALVE BOX WITH COVER 6. FINISH GRADE-VALVE BOX TO BE FLUSH WITH GRADE IN TURF AREAS AND 2' ABOVE GRADE IN GROUND COVER / SHRUB AREAS. 7. BRASS NIPPLE, (CLOSE). 8. PVC SCH 40 ELL. 9. PVC SCH 80 NIPPLE. LENGTH AS REQUIRED 10.COMMON RED BRICK -FOUR (4) REQUIRED. 11.PRESSURE MAIN LINE PIPINS -REFER TO IRRIGATION LEGEND FOR TYPE AND SIZE. 12.SCH 80 NIPPLE (2 INCH LENGTH, HIDDl=N) AND SCH A-0 ELL 13.PRESSURE MAIN LINE FITTINS, TEE OR ELL. 14.PVC SCH 40 MALE ADAPTER. 15.PVC LA.TEl<.A.L LINE PIPING -TO SPRINKLERS, REFER TO IRRIGATION LEGEND FOR TYPE AND SIZE. 16.PEA GRAVEL. MINIMUM DEPTH OF 6 INCHES. 17. BRASS BALL VALVI= 18. BRASS UNION REMOTE CONTROL VALVE WITH BALL VALVE $ UNION ...... _ ... _,._ ... ""-"' ..... -... _._,.,._,._.,_.,._.,. _.,.;,,..,;.."':.,;,~;..~-;.~;,.:~;. 11-11 --.F.·•,-.··,', ,._ A ..... ,_ ,,__--f,.-;,-.,-. ... ;,,.;.o;_.;o, ":;..""'; ,._'".,,;:·,.·':-,., ><~ 11-11 ,. ,,... . ..._ __ .... , ... ,. .... . -~ .,-,. ,.. _.,. "_ ... .,, ....... --;,. , .. -_. ·~ ,--~-.... -:-'.'_ ..... ,. ... _ !'<--.,..-,..,,. ,.. ~-... ,.. ,. _ ... _.,_ "' ... "' ,.-... -.-~-,,._-... ,,_ _,.. ., ... A A•A,.. &_A A •.a _,, "'"':,,," ,,/-":,.·:~~":.;."",. ,._ ,._.,._ ,. ....... .., ..... -,.-.-. ,. C,. _,..A_,.__,.~,,-,; __ ,.._ ,__.._ A-~, -'•-,._ ,-. ,._. ,_ ... ,. ... -.,. ,._--.,. ,.,, ._ .... -.,, ~ _,. .,. ·;,.-_,,._ ,. . ,,. .. ,,. .. ,: " ~. -"-....... -.,-,,, " ...... ""-;.": ;._"-;.~-,;,."':.,,.:_.. ";·~.;,:-...;;:"' 6" 1. FINISH GRADE 2. APPROVED BACKFILL 3. POP-UP SPRAY HEAD ~---{4 4. PVC SCH 80 NIPPLE -4' MIN. LENGTH 5. PVC TX T 90 DEG. STREET ELL. 6. PVC SCH 80 -6' LONG 7. MARLEX STREET ELL. 8. LATERAL LINE PVC TEE 9. LATERAL LINE PIPE. SIZE AS NOTED ON PLAN 10. HARDSCAPE SURFACE (WHERE APPLICABLE) POP -UP SPRAY HEAD APPROVED NEWPOl<T SHOl<ES STl<EET END IMPl<OVEMENTS PRINCIPAL CIVIL ENGINEER PHASc::: 1 " RE N0.~43~00~3 ___ 1 "-9 DATE ______ ____, FOi< THE CITY OF NEWPOl<T BEACH ~ t---t--+---------------1---1-,:-===--.==,.,.---+---------------.--------I~ DATE By DESCRIPTION App'D. DESIGNED DRAWN A CITY OF NEWPORT BEACH 1--P_-_5_;9_1_-5 __ -1~ CHECKED DATE PUBLIC WORKS DEPARTMENT ~• SHEET 3 OF 6 ~ REVISIONS (-, ~ ., =i .. (; ~ ( • t t ~ • ~ i s :t- .. liil "jii 1111-1 _, TWICE ROOT BALL WIDTH 1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE. PLACE AT RIGHT ANGLES TO PREVAILING WINDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. 5. 4" HIGH WATERING BERM. 6. 2" THICK MULCH LAYER PER SPEC. 7. FERTILIZER I!'-MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING. TREE PLANTING DETAIL NOTE ALL TREES PLANTED \MTHIN F~E FEET OF HARDSCAPE SHALL HAVE A ROOT Bl'-RRIER DEVCE INSTALLED ADJACENT TO HARDSCAPE AREA 1111-11 mt1" lll lf 1. CROWN OF PLANT TO BE 1" ABOVE FINISH GR.ADE 2. 4" HISH TEMPORARY BASIN. 3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHEfc:E PLAN CALLS FOR MULCH COVER 4. FERTILIZER AND MYCORRHIZAE TABS {SEE SPECS.) 5. BACKFILL MIX {SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPEC. NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CR.A.CK ROOT BALL .. SHRUB PLANTING DETAIL EXISTING 18" STORM DRAIN OUTLET LOCATE EXISTING STORM DRAIN THAT RUNS BETWEEN CATCH BASIN AND DRAIN OUTLET AND PROTECT IN PLACE. BEACH HEM-HYB < §' (j)'f. f:!-$ UJ. (!) G G G @@@ G ... ... z ~ffifl! ffiflaJ,1 r lg LEGEND 1. PALM TREE HEIGHT MEASURED FROM ORIGINAL GRADE LEVEL AT \ BASE OF TRUNK TO TERMINAL BUD AT BASE OF FANS. OR FRONS. i J TRUNK TO BE CLEAN, STREAIGHT, AND FREE OF SCARS OR ROT. SET PLUMB VERTICAL. 2. BACK FILL PLANTING PIT WITH 1001> CLEAN WASHED COARSE CONCRETE SAND. DO NOT USE EARTH OR OTHER TYPES OF SAND. 3. 3" HIGH WATERING BASIN. 4. FINISH GRADE. 5. 3" DIAMETER SCH. 40 PVC. PERFORATED DRAIN PIPE. WRAP WITH GEOTEXTILE FILTER FABRIC. PROVIDE THREADED GAP FOR NECESSARY PUMPING OF WATER. 6. 12" DIAMETER AUGURED HOLE BACKFILLED WITH PEA GRAVEL IT) +--+-----,~~~ 1! TWCERCOT BALL ~DTH SPECIMEN PALM TREE PLANTING DETAIL 1. LANDSCAPe PLANTING, MULCH, Fl-1!:FeFI- TQ PLANTING, SPl!!CIFACTIQNS. 2. 1 X 2 X 14" LONG, "EPIC PLASTIC" STAKE AT 6 FT. O.C. a. 1 X 4 "EPIC PLASTICS" -eENt:> A BOARD LAJl'IN l!DGING,. 4. LAJl'IN FINISH G,F!.ADI: Sl!!T • ONE INCH eeLOJl'I TQP QF eaAFl-1::'. NOTe: SCReY'I eeNi::> A BOARt:> TO STAKe Y'IITH 1 1 / 4" STAINLES SCReJl'IS (TY'IO PeR STAKE). DYM-t'\I\R RM M If If. 1? fJ_ SLOPE1% I I 1/- # 1 I 1 CANAL CIRCLE .I r,s ---11 ··1 \Ji SLOPE 1% EDGE OF PLANTING Vi'f~~sk\s"~'f"s1~~~l4f:N~001-=!;~;g;6 l%tTi:xt?k'!.Z.t:/i.:-.\:t\-:ftZ.\;J-,:'k~tt,t., Vi~@tffili~:/;)i''l'!jjp:-f,;);:J('.)@(~}'-; EQUA NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TftlANGULAR) UNLESS OTHERJl'IISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING MYC.ORRHIZAE SPEC.IFIC.ATIONS. CONTRACTOR SHALL PLACE MYC.ORRHIZAE TABLETS AT 6ELOJl'l RATES ADJACENT TO ROOT 6ALL. USE 2 TA6S FOR PLANTS UP TO 1 GAL. USE 4 TABS FOR PLANTS UP TO :3 GAL. USE e, TABS FOR 5 GAL. PLANTS. TREES. USE 1 0 TABS PER ONE INCH OF TRUNK Jl'llDTH (20 TA65 MIN.) FOR ALL LAJl'lN AREAS C.ONTRAC. TOR SHALL SPREAD "TURF 5UC.C.E55 TM" MYCORRHIZAE GRANUAL5 SOIL AT A RATE OF ONE POUND PER 1 50 SQ. FT. TO THE AMMENDED SOIL SURFACE USING A SEEDER OF SPREADER. THE GOAL IS TO CREATE PHYSIC.AL CONT AC. T BETJl'lEEN THE LAJl'lN ROOTS AND GRANUAL5. CONTACT FRED GUNDERMAN OF PLANT REVOLUTION. INC. AT (114) "! "10-Z, 112. (SUPPLIED BY 'UNITED GREEN MARK INC.. (q 4"1) 250-"f 1:35. NOTE: WNTI¼CIOR SHALL INSTALL NOS-Rf36" SERIES POLYPROPYLENE NON-WOVEN FlLTER FABRIC ROOT BARRIER ADJACENTTO l¼RDSCAPE FOR 8 FT. MIN. AND AROUND ROOT B'.LL (AT SUFFCIENT DISTANCE TO ALWW PROPER BACKFILL) '111,EN TREE PLANTING IS ~THIN 4 FEEi OF ANY HARDSG-\PE. (800) 726-1994. CO -PLU I 447 CANAL STREET GRADE SITE TO HAVE A HIGH POINT NEAR THE CENTER _/I SEE EXIS17NG SURVEY PLAN FOR EXIS17NG TOPO. ~ PBS&J 18022 COWAN, SUITE l00A • IRVINE, CALIFORNIA 92614-6805 TELEPHONE: 949.660.8600 • FAX: 949.440.8183 • www.pbsj.com TREES SYMBOL BOTANICAL NAME =C-PLU COCOS PLUMOSA MEL-QUI MELALEUCA QUINQUENERVv's SHRUBS SYMBOL BOTANICAL NAME BER-COR BERGENIA CORDIFOLv's ECH-FAS ECHIUM FASTUOSUM GER-SAN GERANIUM SANGUINEUM 'STRv"-TUM' HEM-HYB HEMEROCALUS HYBRID SIZE DESCRIPTION COMMON NAME QUEEN PALM CAJEPUT TREE 12' TRUNK GRACEFUL PALM TO 25 TO 40 FT. W/ 24" DIAMETER TRUNK ARCHING FEATI-IER LIKE FRONDS TO 15 FT. LONG. 36" BOX. 48" BOX EVERGREEN TREE TO 30 FT. W/ NARROW, UPRIGHT HABIT FRAGRANT. LARGE WHITE FLOWERS. COMMON NAME HEARTLEAFBERGENv's PRIDE OF MADEIRA SIZE DESCRIPTION ONE GAL. PERENNcAJ.. TO 14" W/ RNK FLOWER SPIKES. GOOD EDGING PLANT OR GROUND =VER IN SHADE. 15 GAL. MEDIUM SIZE SHRUB TO 4 FT. \MTH BLUE GREEN FOL""-GE AND LARGE BLUE FLOWER CLUSTER GROUND COVER GERANIUM ONE GAL DENSE GROUND =VER TO 8" W/ ROSE-PINK BLOSSOMS, FULL SUN DAYLILY ONE GAL CLUMPING SLENDER ARCHING LEAVES TO 2 FT. WI CLUSTERS OF TALL STEMMED LILY LIKE FLOWERS. !AV-OTT IAVANDULA STOECHAS 'OTTO QUAST SPANISH LAVENDER F= GAL GRAY-GREEN FOL""-GE PERENNcA.1.. TO 2-3 FT. SHOWY PURPLE BRACKS EA. TOPPED W/ TUFT OF LARGER PURPLE PETAL LIKE BRACKS LEP-SNO LEPTOSPERMUM S. 'SNOW WHITE" DWARF LEPTOSPERMUM F= GAL WOODY SHRUB TO 6" W/ GRAY-GREEN NEEDLE-LIKE FOLJ,AGE $ WHITE FLOWERS. FULL SUN PEN-SET PENNISETUM SETACEUM 'DWARF RED" LrTTLE RED" FOUNTAJN GRASS F= GAL PERENNcAJ.. GRASS W/ MANY STEMS TO 12" WI LANCE SHAPED DARK REDDISH LEAVES TOPPED W/ FLOWER SPIKES TO 18" PHI-ZAN PHILODENDRON ZANADU PHO-ROE PHOENIX ROEBELENII Zl'NADU PHILODENDRON RGMY DATE PALM RAP-MAJ RAPHIOLEPIS M'\JESTIC BEAUTY 'MONTC' RAPHIOLEPIS RAP-PIN RAPHIOLEPIS I. PINK!' Sll-TEN STIPA TENNUSSIMA ZAN-AET ZANTEDESCHv's AETHIOPICA GROUND COVER SYMBOL BOTANICAL NAME DYM-MAR DYMONDv's MARGARETAE PHO-ROE LAV-OTT GER-S.AN EXISTING PALMS TO REMAIN -PROTECT IN PLACE ' ' ' ' ' ' ' ' ' ' • 'cATCH BASIN ' ' ,MP-PIN HEM-HYB GEl<-S.AN PHO-l<OE DOGGIEBAG DISPENSER TRASH RECEPTACLE ' ' ' ' ' ' ' ' ' ' ' DWARF PINK HAWTHORNE WIND WlSP GRASS WHITE CALLA LILY COMMON NAME DYMONDv's DYM-MAI< 0 F~ GAL DEEPLY LOBED TROFlCAL GLOSSY GREEN LEAVES ON =MPACT DENSELY FOL""-GED CLUMP TO 2 TO 3 FT. 15 GAL. PALM TO 6" DELICATE FEATI-IERY FRONDS TO 4 FT. 15 GAL. LARGE SHRUB W/ PINK FLOWERS INTERESTING OPEN BRANCHING STRUCTURE IF PRUNED. = GAL MOUNDING SHRUB TO 2 FT. W/ DARK FlNK FLOWERS. ONE GAL. ORNAMENTAL GRASS TO 18" W BRIGHT GREEN NEEDLES ON ERECT CLUMPS W/ HARLIKE FINENESS FLOWER! STEMS. = GAL. UPRIGHT PERENNcAJ.. W/ 3 FT. LONG GREEN LEAVES FROM BASE. PRODUCES CONE SHAPED WHITE FLOWERS. SHADE. SPACING DISCRIPTION 4"0.C. llGHT MAT TO 3" W/ YELLOW FLOWERS, FOLJ,AGE LOOKS UK.EA MINv"-TURE GAZANLA. EXISTING PALMS PROTECT IN PLACE CANAL STREET U17LITY SLEEVES SEE ll<RIGA170N PLAN . ' LAWN HEM-HYB PHO-ROE MEL-QUI 48"BOX EXISTING WATER METER SEE IRRIGATION PIAN NORTH 0 8 1 b 24 92 40 48 GRAPHIC. SC.ALE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' C-3669 PLAN17NG PLAN ~ ~ ffi ~ 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 r---,---,---------------,----,..,.,,==,,,,..------...... ----------------------1< APPROVED I FAX. (949) 251-0899 0c, ffe:. INI @ ® © ffei ~ @: ffe:. rm © []{I □ IJ @: © IJ M rm @: NEWPO!<.T SHO!<.ES ST!<.EET END "" IMPROVEMENTS PHASE 1 ~ FOi<. THE CITY OF NEWPO!<.T BEACH ..- PRINCIPAL CIVIL ENGINEER RE. N0.~43~00-3 __ _ DATE. ________ __. "' t---t---t---------------t----t---===:,---r::-==---t----------------.---------1~ APP'D. DESIGNED DRAWN cS DATE BY DESCRIPTION REVISIONS CITY OF NEWPORT BEACH P-5791-5 CHECKED DATE PUBLIC WORKS DEPARTMENT t----------1 ~ SHEET 4 OF 6 -'lo I ...c. V .. 0 ~ TJ • " ' GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS THE CONTRACTOR AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR. AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CITY SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY AND ITS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING. GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL. EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS. OR IN THIS CONTRACT'S SPECIAL PROVISIONS. BE CONDUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION; 1997 EDITION. AND SUPPLEMENTS TO DATE. 2. ALL DEBRIS GENERATED BY REMOVAL AND GRADING OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE CALIFORNIA COASTAL ZONE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. IRRIGATION SPECIFICATIONS A. GENERAL 1. IT IS THE INTENT OF THESE SPECIFICATIONS TO ACCOMPLISH THE WORK OF INSTALLING A SPRINKLER SYSTEM WHICH WILL OPERATE IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER OPERATION. 2.THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE FURNISHING OF ALL LABOR, TOOLS. MATERIALS. APPLIANCES. TESTS, PERMITS, ETC., NECESSARY FOR THE INSTALLATION OF A LANDSCAPE SPRINKLER SYSTEM. AS HEREIN SHOWN. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR APPROVAL FROM THE ENGINEER. REJECTED MATERIALS SHALL BE REPLACED AT CONTRACTORS EXPENSE, WITHOUT ADDITIONAL COMPENSATION . 5.THE SYSTEM SHALL EFFICIENTLY AND EVENLY IRRIGATE ALL AREAS AND BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR OPERATION TO THE SATISFACTION OF THE ENGINEER 4. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR 5.THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THE EXACT LOCATIONS OF ALL ITEMS INSTALLED. ANY DIFFERENCE BETWEEN "AS BUILT' AND DRAWINGS SHALL BE INDICATED ON AS-BUILT PLANS TO BE SUBMITTED AT PROJECT COMPLETION. 6. SHOULD IT BECOME EVIDENT THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT REVISIONS NECESSARY. 8. MA TEl<IALS 1. ALL PVC COMPONENTS SHALL BE UV TREATED FOR ABOVE GROUND INSTALLATION. 2. ALL STATIC PRESSURE MAINS SHALL BE PVC SCHEDULE 40 OR CLASS 515 (UV). 5.ALL SPRINKLER LATERAL PIPING SHALL BE PVC MINIMUM CLASS 515 (UV). 4.ALL PVC FITTINGS SHALL BE HIGH IMPACT SCHEDULE 40. 5.ALL CONTROL WIRING SHALL BE COLOR CODED AND SIZED PER VALVE MANUFACTURER'S RECOMMENDATIONS, 18-GAUGE MINIMUM WIRE SIZE (20 FT. MAXIMUM RUN) C.INSTALL.ATION 1. SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE AS INDICATED ON THE DRAWINGS. ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED BY THE ENGINEER. 2. TRENCHES FOR PLASTIC PIPE SHALL PROVIDE A MINIMUM EARTH COVER OF 18' ABOVE THE TOP OF THE BARREL OF THE PIPE FOR ALL "MAINLINE" PIPING. ALL LATERAL IRRIGATION LINES SHALL BE ABOVE GROUND AND SECURED PER DETAIL. 5. ALL MAINLINES IN THE SYSTEM SHALL BE PRESSURE TESTED FOR LEAKS. 4. COMPACT TRENCH BACKFILL TO A RELATIVE DENSITY EQUAL TO ADJACENT UNDISTURBED SOILS TO PREVENT SETTLEMENT. 5.THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN TESTED AND PROVEN SOUND 6. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH, INCIDENTAL TO WORK OF THIS ~orf[ION. P.O.C. (POINT OF CONNECTION) CONTRACTOR SHALL CONNECT TO THE EXISTING WATER METER· SEE PLAN. THIS DESIGN 15 DIAGRAMMATIC, ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVEO AREAS 15 FOR CLARITY ONLY. ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. ANY CHANGE OF EQUIPMENT/ MANUFACTURER, ITS DETAILED INSTALLATION AND/ OR QUANTITY OF SPRINKLER HEAOS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. SUCH CHANGES SHALL BE ITEMIZED IN WRITING AND APPROVED BY THE ENGINEER PRIOR TO THEIR INSTALLATION INSTALL ALL MATERIALS AND EQUIPMENT AS DETAILED. USE PVC COMPATABLE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. THE LANDSCAPE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS. ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, STRUCTURES, ETC. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED AND SECURED PER DETAIL. CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT MATERIAL. AT NO TIME WILL THE CONTRACTOR APPLY WATER AT A RATE OR FREQUENCY WHICH CAUSES RUNOFF OR SOIL SATURATION. CONTRACTOR SHALL ADJUST EACH SPRINKLER TO MINIMIZE OVER SPRAY ONTO ROADWAYS OR BUILDINGS. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY CONTRACTOR PER EDISON REQUIREMENTS .. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. WHENEVER ANY ITEM OF "OISTRIBUTION 4 CONTROL EQUIPMENT" 15 SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT 15 PLACEO. THE REDUCTION IN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH AOAPTS THE PIPE TO THE PIECE OF EQUIPMENT. PBS&J 18022 COWAN, SUITE l00A • IRVINE, CALIFORNIA 92614-6805 TELEPHONE: 949.660.8600 • FAX: 949.440.8183 • www.pbsj.com PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A.GENERAL WORK PROCEDURES WORK Pl<OCEDUl<ES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1.ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL ll<l<IGATION WOl<K AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. RIP ALL PLANTING AREAS TO A DEPTH OF 12" Pl<IOI< TO SOIL PREPARATION AND l<OTOTILLING WITH ORGANIC AMENDMENTS. 3.Pl<EMOISTEN -SPECIAL CARE SHALL BE TAKEN TO Pl<EMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS Al<E PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 4.WEEDING, BEFOl<E AND DUl<ING ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED 01< DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 5.Pl<EMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAY'S WORK. ALL WALKS 01< PAVEMENTS SHALL BE SWEPT 01< WASHED CLEAN DAILY. 6. PROVIDE TRAFFIC CONTROL PEI< CITY REQUIREMENTS AND WA.T.C.H. FOi< ALL OPERATIONS WHICH IMPACT YEHICULAI< TRAFFIC FLOW. B.MATERIALS 1.0l<GANli:;;_AMENDMENTS_-_Ol<GANIC AME~DME~TS_SMLL_E2la_:D'.21"J D!=COM20SE!LNITl<OGEN STABIIJZEtLCOMeOSIED WOOD .SHAVINGS WITH A HUMAS_-ASH_CONTENT BETWEENJO~~D 5021, . .e,ME~DMfa~IS SHALL_BE __ l<OTOTILLED_INTO TOP_8"_0F ALL_PLANTING Al<EAS._ORGANIC_ AME~DME~T;2_;2)j6/,,,L_l;2!a_G2S-2 ASJ?RODUCED BY AGUINAGA FEl<TILIZEl<_C0_(949)_786-9558. 2. HUMATE_-PLUS GRANULAR SOIL_CONDITIONEI< BY "Tl<I-C". 3. COMMERCIAL FERTILIZE!< -COMMERCIAL FERTILIZER SHALL BE CALCIUM NITRATE, POTASSIUM SULFATE TRIPLE SUPEl<PHOSPHATE GYPSUM -50 LBS. 4. SOIL SULFUR -SOIL SULFUR SHALL BE AGl<ICUL TURAL GRADE. 5. POLYMEI< -POLYMER SHALL BE A SYNTHETIC ACl<YLAMID CO-POL YMEl<S FORMATION AS MANUFACTURED BY TERRA SOl<B. 6. MULCH -MULCH SHALL BE A SHl<EADDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XEl<IMULCH". 7. PLANTING TABLETS -PLANTING TABLETS SHALL BE 21 GRAM AGl<IFOl<M BLUE CHIP PLANTING TABLETS. 8. PLANTS -ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAYING BEEN l<ESTl<ICTED, DEFORMED 01< 01< BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL 01< !<EJECTION BY THE ENGINEER ON THE SITE AT ANY TIME BEFORE 01< DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS Al<E ADEQUATELY WATERED. 9.PLANTING MIX -ALL SOIL BACKFILL IMPUTS, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITl<OLIZED Ol<GANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POL YMEl<S PEI< THE FOLLOWING AMOUNTS AS NOTED IN C-2 BELOW. 10. SHIPPING TICKETS WITH DELIVERED YOLUMNS OF EACH SOIL AMENDMENT SHALL BE PROVIDED TO THE ENGINEEI< AT THE TIME OF DELIVERY. C.INSTALLATION 1. SOIL CONDITIONING (NON SLOPE AREAS) AFTEI< RIPPING SOIL TO A DEPTH OF 12 INCHES THE FOLLOWING APPLICATION SHALL BE MADE PEI< 1,000 SQUARE FEET OF AREA AND Sl:!A/,,,b..!21;_ THOl<OUGHL Y _CULTIYATED_INTO THE TOP_8_INCHE2_0F_Pl<EMOl;;T!;~!;D SOIi,,,: CALCIUM NITRATE (15.5-0-0) -6 POUNDS POTASSIUM SULFATE (0-0-50) - 5 POUNDS TRIPLE SUPEl<PHOSPHATE (0-45-0) - 5 POUNDS GYPSUM -50 POUNDS ORGANIC AMENDMENT 3 CUBIC YARDS. 2.Tl<EE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOi< ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWICE THEIi< WIDTH. b) BACK FILL MIX: BLEND THE FOLLOWING MATERIALS INTO CLEAN EXCAVATED SOIL. REMOVE DEBRIS, ROCKS AND FOREIGN MATERIAL. SOIL CLODS SHOULD NOT EXCEED 11/2 INCHES IN DIAMETER. RATES Al<E PEI< CUBIC YARD OF MIX. CALCIUM NITRATE (15.5-0-0) -1/3 POUND POTASSIUM SULFATE (0-0-50) -1/3 POUND TRIPLE SUPEl<PHOSPHATE (0-45-0) -1/4 POUND GYPSUM -2 POUNDS ORGANIC AMENDMENT 10% BY VOLUME (3 CU. FT.) c) TERRA SOl<B AG POL YMEI< SHALL BE ADDED TO PLANT BACKFILL PEI< THE FOLLOWING: 1 TABLE SPOON PEI< 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2' CALIPER OF TREE TRUNK FOi< SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSl=D l=XCAYATl=D SOIL SHALL BE DISPOSED OF OFF THE THE SITE. d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL Al<OUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THl<OUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER -IMMEDIATELY AFTER PLANTING, WATl=I< SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNI=!< AS NOT TO DISTURB BACKFILL 01< MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOi< VARIATIONS FROM ABOYI=.) 3. Gl<OUND COVEi< AREAS PLANTING PITS FOi< GROUND COVl=l<S SHALL Bl= 4· X 4', 01< ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING 01< DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATl=D ON THE DRAWINGS. SOIL SHALL Bl= FIRMLY Pl<l=SSl=D Al<OUND EACH PLANT, AND THI= EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COYl=I< SHALL BE IMMl=DIATl=LY WATEl<l=D UPON COMPLl=TION OF PLANTING, 01< WITHIN ONE HOUR. 4.MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF ON!= AND ONE HALF INCH AGUINAGA "FOl<EST FLOOl<-O"TO 4· SIZI= TO ALL GROUND COYl=I< AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COYl=l<S 216 SQ. FT. AT ON!= AND ON!= HALF INCH Dl=l=P.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLl=MENT FOi< ONE Wl=l=K SHALL Bl= l<l=MULCHl=D TO ACHl=IYE THI= l<l=QUll<l=D 1· Dl=PTH. 5.MAINTENANCE AND GUARANTEI= ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, WEEDING, WATl=l<ING, Fl=l=DING, SPRAYING AND PRUNING) FOi< 90 DAYS AFTER COMPLl=TION AND ACCEPTANCE OF ALL PLANTING. ALL PLANTS NOT LIVING AFTER 90 DAY MAINTl=NANCE SHALL Bl= l<EPLACl=D. A FINAL INSPl=CTION SHALL BE MADE BY THE ENGINEER TO VERIFY THI= FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE GROUND COYl=I< AREAS, STAKING OF Tl<El=S, !=TC. C-3669 SPECIFICATIONS ~ ; 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 ,----,,---,---------------..... --.................. ---------------------------------~ APPROVED ~ FAX. (949) 251-0899 [L ffe, [NJ @ ® © ffei fl?) ~ ffei [IB © [l{I □ IJ ~ © IJ (LlJ [IB ~ NEWPORT SHORES STREET END IMPROVEMENTS & PRINCIPALCIVILENGINEER PHASE 1 " RE. N0 .. ~43=00=3~--, ~ DATE FOR THE CITY OF NEWPORT BEACH «'.. 1---1----l----------------1---!,;~:;::::::::=::;:::::::::=:====1------------------------111' APP'D. DESIGNED DRAWN c§ CITY OF NEWPORT BEACH P-5191-5 CHECKED DATE PUBLIC WORKS DEPARTMENT 1--------1~ SHEET 5 OF 6 DATE BY DESCRIPTION REVISIONS -----------. IF DISTANCES FROM TRANSFORMER EXC.EED RECOMMENDED LENGTHS AND Y'lATTAGES. EXCESSIVE VOLT AGE DROP Y'llLL OC.C.UR AND LIGHT OUTPUT Y'llLL GREATLY DIMINISH. GENTER TRANSFORMERS Y'lHENEVER P055IBLE. MAKE GABLE RUNS AS SHORT A5 POSSIBLE TO REDUC.E VOLTAGE DROP. SIZE GABLE AND TRANSFORMERS PROPERLY FOR EAC.H PROJECT. ALLOJl'l ROOM FOR GROY'lTH OR ADDITIONS TO THE SIGHTING 5Y5TEM. IT 15 RECOMMENDED TO USE EYELET, FLANGE SPADE. OR SPADE TERMINAL C.ONNEC.TORS Y'lHEN A TT AC.HING GABLE TO TERMINAL BLOC.K 5TUD5. THIS ENABLES ADDITIONAL 5ET5 OF GABLE TO BE USED AND REDUC.E5 THE POSSIBILITY OF STRAY Y'llRE5 TO TOUGH FROM ONE C.ONDUC.TOR TO ANOTHER. IF THIS HAPPENS, ARC.HING Y'llLL OC.C.UR C.AU5ING A SUPER HEATED CONDITION AT THE TERMINAL BLOC.K CAUTION, HALOGEN LIGHTS OPERATED BELOY'l 1 0 VOL T5 C.ONTINUOU5L Y Y'llLL BLACKEN AND HAYE BOTH LIFE AND LIGHT OUTPUT LESS THAN THE ABOVE FIGURES. FLUORE5C.ENT LIGHTS Y'llLL NOT OPERATE UNDER 10 VOLTS. VOLTAGE DROP IS INHERENT IN ALL LIGHTING SYSTEMS. MAKE GABLE RUNS A5 SHORT AS P055IBLE FROM TRANSFORMER. GENTER THE TRANSFORMER Y'lHENEVER POSSIBLE AND MAKE MULTIPLE RUNS TO AC.HIEYE THE DESIRED COVERAGE. C.ONTRAC.TOR SHALL USE SILICONE-FILLED SAFETY Y'llRE C.ONNEC.TORS BY "KING C.ONNEC. TORS" MODEL NO. KING-6T FOR DIREC. T BURRIAL LOY'l-YOL T AGE LIGHTING SYSTEMS. VOLTAGE GUIDELINE TOTAL YVATTAGI= OF RUN LINEAR FT. OF# 12/:.:a------,------,-----,----,------,-----1 Y'IIRE FROM THE TRANSFORMER TO THE FIRST LAMP 25LN.FT. 50LN.FT. 15 LN.FT. 100 LN. FT. 150.LN. FT. 200 LN. FT. 250LN.FT. 900 LN.FT. 950 LN.FT. 400LN.FT. 450LN.FT. 500LN.FT. 550 LN. FT. 600LN. FT. 650.LN.FT. 100 LN.FT. 150LN.FT. f>00LN.FT. 40 e,o 1 oe 1 2e 1 44 1 e,o Y'IA TTS l"IA TTS l"IA TTS l"IA TTS l"IA TTS l"IA TTS VOLTAGE TAP TO BE USEO AT TRANSFORMER 12V 12V 12V 12V 19V 14V 14V 15V 15V 15V 15V 16V 11V 11 V 11:> V 1 e, V 20V 20V 12V 12V 12V 19V 14V 14V 16V 11 V 1 e, V 20V 20V 20V . 12V 12V HIV 14V 15V 16V 11 V 1 e, V 20V 20V 1SV 19V 19 V 14V 16V 11 V tev 20V HOY'l TO USE DIFFERENT VOLT TAPS. 12 VOLTS 12 VOLTS EXAMPLE, If the first light tests at e, volts. subtract e, volts form 1 2 volts. which e'luals 4 volts. Now add the 4 volts back into 1 2 volts and that will equal 1 6 volts (thus) -e, VOLTS + 4 VOLTS •4VOLTS • 16VOLTS C.ONTRATOR SHALL RUN MINIMUM OF e, 6UA6E Y'IIRE FROM THE TRANSFORMER FOR THE FIRST 15 FT .. PRIOR TO THE REDUCTION OF Y'IIRE SIZE. Y'IIRE SIZE UNDER 1 4 6UA6E IS NOT PERMITTED FOR THIS PROJ. Ll6HTIN6 CABLE/ DIST ANGE CHART RECOMMENDED Dl5TANC.E C.ABLETYPE FROM TRANSFORMER MAXIMUM l"IA TT AGE /SINGLE RUN) /LOAD) ONE CIRCUIT 2 CONDUCTORS '->>-> ... ~ \ ·-••. _.::"2'<',> .. '"< :-'<>><' ,.., ··-<·--~ ,, •.Pt ET<" ·,<> ·,><'-• :·,·,><~<1--0b)tA iii' >~'"--'·,> .... , , ""'-·,,r·6v~ ... ,:, \., , ___ .,..,,__....., • ·"-• ... "','"-1-.so, ',"'·, ...... ,-~---... / .... '·,, oo.:v•-t :t'Fs>, ....... .-... <·-... : 14 / 2 BO FEET 250 Y'lATTS 12 / 2 100 FEET 900 Y'lATTS 1 0 / 2 1 50 FEET 900 Y'lATTS B / 2 200 FEET 900 Y'lATTS 2 CIRCUITS S CONDUCTORS 12/ :3 200FEET 600 Y'lATT5. (300 ~ATTS PER C.IRC.UIT) 10/ :3 250FEET 600 Y'lATT5, (300 ~ATT5 PER GIRC-UITJ 1 6 = C'I 1 1 q 1. FINISH GRADE 2. 2" IN G.G .. FLUSH IN LAYIIN 9. VALVE BOX (SEE SPEGS.) 4. Y'IATER PROOF GONNEGTOR 5. 24" LINEAR LENGTH OF YIIIRE, COILED. 6. BRIC.K ( 1 OF 4 J 1. PVC. SYIIEEP ELLS, I:>. 1 GU. FT. PEA GRAVE (MIN) 'l. GRAY PVC. SGH 40 V'IHEN SPECIFIED DIREGT BURIAL OTHERY'IISE. RUN ALL V'IIRES ADJACENT TO IRRIGATION MAIN LINE V'IHEN POSSIBLE. LOY'l VOLTAGE Y'IIRE PULL BOX JUNC,TION BOX INST ALL THIS MODEL IN DRAINED AREAS. DO NOT INST ALL IN LOCATIONS THAT ARE SUBJEG T TO STANDING Y'IATER AS IT IS NOT AN UNDERY'IA TER LIGHT. ~--WELL LIGHT FD<Wl<E. SEE LIGHTING Pl.AN LEGEND FOR TYPE. SET FD<WRE FLUSH Wlll-t FlNISH GR"'DE IN LAWN AREAS. SPJ 13·25 ...... "' ,. ... ,. ... ... .... ... .... ,. .......... ... ,. ,._,. ... ,. ... ... ... ,. ,. ,. ... ,. ,. ,. ,. ,. ......... ,. ,. ,. ,.. ........ ,_ ......... ... ,. ............ ,. .... ,. ... ,. ... ,. "',. ... ,. ,. ... ,. .,. ... .,, ... ,. ... ,. .... ,. ,. ...... ... ... ,. ... ,. .,. ,. ... ,. ' ... ,. ... ,. .... ,. "' ,. ,. ... ,. ,._ ... ,. ... ,. ... ,. ...... ,. ,. ,. ,.. ,. ,. ,. ... .,_,. .,_,. > ... ,. ... ,. ... " ... ,. ... ,. ... ,. .... ,. ,. ,. ... ,. ... .,, ,, ,. 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"'c•J---SLEEVE -SUPPLIED \1/111-t ... ,. ...... ,. ,. ,. ,. ... ,. ... ,. .,_ ....... ,. ,. ,. .... ,. ,. ,. ... ,. _._ ...... ,. _._ ,._ _._ ,._ ,. ...... " ...... ,. ,. •.•.•.•.•.•.•.•. LIGHT FlXTUl<E ,. ,. ... ,. ... ,. ... .,_ ,._ ,__..A,_ ,_ ,_ ,_ ,_ ,_ _., ,._ ,_ ,. .-. ,. ......... ,. ...... ,. .. ... ,. ... ,. ......... ,. ,. ,. ...... ,. ....... ,. ,. ... ,. ,. ,. ...... ,. ... ,. ,. ,. ... ,. .... ,. ,. ,. ... ,. ... ,. .,_ ... ............ ,._ ,. ,._,. ............ ,. ,._,. ... .... ,._ .... ,. .... ,. _._,. ... ,. ... ,. .... ,. " ... ,., ,. ,. " ... " ,., ... ... ... ,. ....... ... LOW VOLTAGE CABLE WITH ,. ...... ,. .... ,. ,. ., ... ,., ,. ... ,. ~ ... ",."..,.",.",.",."..,.",.,. ,. ,. ....... ,." ...... ,. ....... ",.'" APPROVED WATERPROOF ........ ,. " ... ,._,. ,. .,. ,., ,., ...... ,. ,. 0';'.{f,) ~o ('lb CONNECllON. LEAVE ,s· MIN. 'HJ~~)%% o~0 kl~~ LOOP COILED IN BOTTOM OF d''iu~~ &6cil\ FIXWl<E FOR MAIN1ENANCE ~~ok~~gQ'.'»~ PURPOSES. '15~~~~~~~ Oa~ ~~ o '--------1cU.FTOFCOARSEGRAVEL TYPICAL WXELL LIGHT LAWN AREA SCALE NITTT05CALE PBS&J 18022 COWAN, SUITE lO0A • IRVINE, CALIFORNIA 92614-6805 TELEPHONE: 949.660.8600 • FAX: 949.440.8183 • www.pbsj.com P0\11/ER HUB LIGHTING LEGEND SYMBOL DESCRIPTION MFG. MODEL NO. LAMP VOLTAGE ([jJ) ~ELL LIGHT Y'llTH BRASS GRATE SFJ SFJ 13-25 MR-1 6 50Y'l 12 EXT SPOT D FO~ER HUB -C,ABLE DISTRIBUTION SFJ PH100 IT] TRANSFORMERS SHALL BE A MTP 1000 Y'lATT NIGHTPOY'lER TRANSFORMER BY 5FJ Y'l/ INTEGRAL TIMER J GENERAL LIGHTING NOTES: ALL LIGHTING FIXTURES AND ELECTRIC.AL INSTALLATION SHALL BE IN GONFORMANGE Y'IITH THE NATIONAL ELEG TR.IC.AL GODE5 AND LOGAL GOVERNMENTAL AGENGY, PERMIT REQUIREMENTS AND ST ATE HEAL TH AND SAFETY REQUIREMENTS. C.ONTRAC.TOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO C.ONSTRUGTION. GONTRAGTOR SHALL BE HELD LIABLE FOR ANY DAMAGES INC.UR.RED. ALL ELEG TRIGAL FID<TURES ARE SHOY'IN 5C.HEMATIGALL Y FOR APPROXIMATE LOCATIONS AND QUANTITIES REQUIRED. FINAL LOCATIONS TO BE VERIFIED ON SITE BY THE GONTRAGTOR. AT NIGHT. GONTRAC.TOR SHALL COORDINATE ALL SLEEVING REQUIRED l"IITH MASONRY AND OTHER SUBGONTRAC.TORS AS REQUIRED. GONTRAC.TOR SHALL 5IZE AND C.IRGUIT ALL ELECTRIC.AL REQUIREMENTS PER MANUFACTURERS REQUIREMENTS. ALL GABLE MUST BE INSTALLED A MINIMUM OF 1 2 INC.HES BELOY'I GRADE. PVC. SC.H 40 SLEEVING SHALL BE PROVIDED UNDER ALL HARDSGAPE AREAS. ALL GROUND-MOUNTED FIXTURE SHALL HAVE A MINIMUM OF 1 e,• OF EXC.E5S C.ABLE BURIED AT EAC.H FIXTURE FOR POSSIBLE RE POSITIONING AND OR MAINTENANCE. C.ONTRAC.TOR SHALL FURNISH Y'IRITTEN GUARANTEE ON ALL MATERIALS AND Y'IORKMANSHIP FOR A PERIOD Of ONE ( 1) YEAR. ANY REPLACEMENT OR REPAIRS OF LIGHT FIXTURES, TRANSFORMERS, OR C.ABLE, SHALL NOT BE AN ADDITIONAL GOST TO OY'INER GONTRAGTOR SHALL PROVIDE OY'INER YIIITH ALL MANUFACTURERS GUARANTEE LITERATURE. . NOTES: LO.GATE ± 1 e,• FROM BASE OF TREE. CONTRACTOR TO UTILIZE f\SSOCIATION ELECTRICIAN FOR CONNECTIONS TO EXISTING SERVICE. CONTACT DANNY KOPP AT (949) 631-7779 TAYMAC SINGLE DUPLEX OUTLET WITH WEA TER PROOF COVER INSTALL 2" G,ALVANIZED SIGN POST (8' LONG) IN 12" DcAMETER BY 24" DEEP CONCRETE FOOllNG. -~ KOPP ELECTRIC 2111 STELLING AVE. COSTA MESA, CA 92267 NEW1" PVC CONDUIT WITH lWO CIRCUITS (LIGHTING AND IRRIGAllON) ---1---aei--+---¥-~- EXISTING ELECTRICAL P.O.C. LOCAllON IRRIGAllON CONTROLLER LOCAllON SEE IRRIGcAllON PLAN-~ CLUB HOUSE PULL BOXcAT EACH END CJ"'"TI"----_c ______ - _.,... '--3/4" ---.... LOW VOLTAGE LINE IN __..-;::, .. --__.. ... 2" PVC SLEEVE --...._ __..----:>·--.------------- ---=-=------------.... --__ ... ---_-::---... - ~---fi>-+--3/4" PVC 110 V CIRCUIT 24' DEEP. LOCATE LIGHllNG TRANSFORMER ±8" ABOVE GRADE ON CLUB HOUSE WALL ~"--GALVANIZED RISER ' ' ' ' ' 0 < ' ' ' ' ' ' ' ' L 0 TERMINATE AT METER WITH 20 AMP BREAKER CABLE DISTRIBUTION TYPICAL CONTRACTOR TO SUPPLY EACH P0\11/ER HUB WITH ITS OWN 8 / 2 WIRE FROM THE LIGHTING TRANSFORMER 12 / 2 DIRECT BURlAL LOW VOLTAGE \MRE -TYPICAL CANAL STREET 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 FAX. (949) 251-0899 lb ffi'i 1M @ ® © ffi\ ~ [§ ffe). ~ © !Xl a IJ I§ © IJ rw ~ I§ DATE BY DESCRIPTION REVISIONS NORTH 0 e, 16 24 9:2 40 4e, GRAPHIC. SC.ALE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I APPROVED PRINCIPAL CIVIL ENGINEER RE. NO.~43=00=3 __ DATE APP'D. DESIGNED DRAWN CHECKED DATE NEWPORT SHORES STREET END IMPROVEMENTS PHASE 1 FOR THE CITY OF NEWPORT BEACH CITY OF NEWPORT BEACH P-5791-5 PUBLIC WORKS DEPARTMENT SHEET 6 OF 6 ~ ~ ~ 0 ~ a I ~ " ~ C ~ ~ z ill • ill ~ 0 >· ~ z [f. I ~ w ~ 0 z :-; 0 " " '" i o 0 i!i ~ 0 ~ ~ z fu 0 z ill -----------~ ~ 9 ~ S' ~ ~ ~ ~ '" ~ 0 a' ~ ~ ~ ~ ~ F u ~ ~ ~ ~ ! ; ,.. ~ F '5 1i ti w ~ a ~ & I 0 § i '5 ~ :c w ~ F " '3 ~ ~ ~ '5 z ~ ~ !, ~ " ~ a ~ w c ~ , 11 ~ ~ s 0 e ~ g ~ 0 ~ ~ g @ z :R ~ w ~ S' " F w ~ " 0 z ~ ,, " 0 ~ I " "' z ;' " 0 ~ ~ ~ ~ " @ ~ 8 " 0 ei -0 w z ~ u i'i I " ~ " V, " " 0 -" 5 .,. ..a z '" " c--. .... ~ z ' ;:, lli \4 F i w jl! " ~ " I ~ 5 --~ 0 & ~ 0 u ! z 0 C z 8 ill ~ ~ g ~ ~ ~ ~ ~ § ~ "' ~ ~ '; . " " I ~ ~ 0 5 ~ @ " 0 • li) ' "' w ~ a t) ~ "-