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HomeMy WebLinkAboutP_5219_SVICINITY MAP NOT TO SCALE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT COMCAST CABLE UNDERGROUND SERVICE ALERT BASIS OF BEARINGS: DAY (800) 624-8153 (800) 611-1911 611 (949) 644-3011 (714) 962-2411 (714) 542-6222 (800) 422-4133 NIGHT (800) 624-8153 (800) 611-1911 611 (949) 644-3717 (714) 542-6222 (800) 422-4133 COORDINATES SHOWN ARE BASED ON 1HE CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE VI, 1983 NAO, (1991.35 EPOCH). COORDINATES AND BEARINGS ARE BASED ON O.C.S. GPS POINTS 6200R1 TO 6292, BEING N40·35•oo"E BENCHMARI<: PK NAIL SET IN AC PAVEMENT AS SHOWN IN SHEET 7 /7 ELEV. = 13. 7' ,-., u JPUBJLIC WORJI<.§ DJEJP ARTMJENT CORONA DEL MAR STATE BEACH LANDSCAPE IMPROVEMENTS OCEAN (BREA~(ERS DRIVE LANDSCAPE IMPROVEMENTS) C-4089 CTOR R.C.E. NO. 36106 DATE: sh;/49 7 APPROVED: Vat'.!. DEPUTY P.W. R.C.E. NO. 47961 ::, t:4sr "' FIRST AV[NUE "' C=:J [ l~I ::, "' Ci :,; ::, <( co-4sr :,: ~ "' <( "' [ HWY s: I I ~ l I ] l DRIVE BAYS/0 ~ ~ AV£NUE ~ :,: !s! <( PROJECT LOCATION CORONA DEL MAR STATE BEACH LOCATION MAP NOT TO SCALE l\OSC,\p/, ~-P£D~ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: 20271 ACACIA ST., SUIT£:: 120 t::Et"Ji?Ol"IT C!l::ACCJ, CA 02000 T£::L. (040> 251·8!l!l0 ~A}(. (!)4!)) 251·08!)!) lA~DSCA,~ A~CWIT~CTU~~ ,&ce~~-389 e,&;,v')M] APPROVAL RECOMMENDED: TONY BRIN , RCE 45521 TRAFFIC ENGINEER DATE: l!J -/7-IJ') GENERAL NOTES 1. ALL WORK DETAILED ON 1HESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE Wl1H 1HE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN TIHE CITY'S STANDARD SPECIAL PROVISIONS, OR IN 1HIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 1HE ACTUAL LOCATION AND ELEVATION IN 1HE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY 01HERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. SHT. PLAN SHEET INDE)C NO. CODE 1 2 3 4 5 6 7 L-1 COVER SHEET L-2 LANDSCAPE CONSTRUCTION PLAN L-3 IRRIGATION PLAN L-4 IRRIGATION DETAILS L-5 PLANTING PLAN L-6 PLANTING SPECIFICATIONS C-1 VERTICAL AND HORIZONTAL CONTROL PLAN RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorpor'Oled into these plans os o result. APPROVAL RECOMMENDED: TITLE SHEET C-4089 FRANK T. TRAN, RCE 62845 ASSOCIATE CIVIL ENGINEER CDM STATE BEACH LANDSCAPE IMPROVEMENTS (BREAKERS DRIVE LANDSCAPE IMPROVEMENTS) DATE:_~fo--~14~-_0__,~-CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT P-5219-S SHEET 1 OF 7 C 0 L -- E a. OJ .... N "' 0 -------"' ~ ------- OJ 0 "' ;, "O -.c 1/l I ., -;= I (D z u I "' L ., -"' 0 ., L ~ a. 0 --"' "' ., .9- C 0 L I-"--/ "' "' C :;::; -., 1/l "O C 0 "' -C ., E :, 0 0 0 / c:.; J 30JO EXISTING GATE LOCATION __ _,..1 PLAN 11/2" DEEPV EA SIDE 3014 - ELEVATION I I I I I i I I I I I I I I I I I I I I I I 302~ BEGIN 6 TYPE B PCC CURB BEGIN PRCPOSED RETAINING WALL EXISTING NORTH SIDE -STONE WALL TO REMAIN, SOUTH SIDE:-STONE WALL TO BE REMOVED. : : ,O RE:-MAiN NG \_.ANDSCAPI::-_,_ 8(\S1I CONSTRUCT CONCRETE STEPS AND RAILING PER DETAILS. CUT AND CAP OFF EX. PRIVATE LIGHTS. PRIVATE LIGHTS, SIGNS SHALL BE SALVAGE AND RETURNED TO THE OWNER SEE SPECIFICATIONS. I ,---+-------,-----------+-I ' CONCRETE RETAINING WALL 3036 SAW CUT AND REMOVE A PORTION OF EXISTING CONCRETE FOR NEW CURB AND LANDSCAPING. SE:-E SECTION A -A ON SHEET 7. MARK AND OBTAIN ENGINEER'S APPROVAL PRIOR TO DEMO. BEGIN GRAVEL BED _j w BREAKERS DRIVE ___ 11loo. PROTECT IN PLACE EXISTING VENT I , 3;03 3~~c I 3124 EXISTING EDGE OF PAVEMENT CONSTRUCT 3 GRAVEL BED TO MATCH EXISTING ~ I CONSTRUCT 6 TYPE 'B P.C.C. CURB .....____ -TAPER GRAVEL BElWEEN I 3126 i I -----,-J -PREFORMED 3/8 THICK EXPANSION FILLER SHALL BE INSTALLED AT 40 FT. O.C. -WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 10 FT. -CONCRE It:: SHALL BE 56O-C-325O -FOR EXACT LOCATIONS SEE VERTICAL AND HORIZONTAL CONTROL PLAN SHEET 7 GRAVEL (3 THICK BY 48 WIDE) EXISTING 12" P.C.C. CURB EDGE OF PAVEMENT ' ADJUST TO GRADE ·.·.•.·. ··-·.·.·.·-·.·.·.·.·.·.·.·.·.·.·.· .. ·.·.·.·.·.·.·.·.·.·.·.·.·.·.•.·.•.•.-.·.•.·.·.·.•.·········· · · ·· · ·· · · · · · ·· · · · ·· · 18" AND 48~EE_ SHEET 7 ~ •• -•••••••••• - • --•• -•• •.·.•-·-·-·-·.·.·.·.·.·.•-·-·.·.·.-.·. .-.-.-.-.-.-:-.-.-.---❖:❖,-❖:-:-:•.•-:-:-:-:-.-.-.-.... --- ~ .•. ·····•:-:-:-:-.-.. -. --....... 31.':EX WATER METER REPLACE COVER PER SPECIFICATION ---'I I .L EXISTING STONES / BOULDER RETAINING WALL TO BE REMOVED. EX. POST TO BE REMOVED CONSTRUCT CONCRETE SAW CUT EX PAVEMENT AND REMOVE EX. CURB, PATCH W/ FULL DEPTH AC. RETJ'JNING WALL PER DETAIL. PARKING LOT CAUTION Ill 6" HDPE SEWER FORCE MAIN IN THE PROJECT SITE SEE SHEET 7 FOR EXISTING UNDERGROUND UTILITIES. RECORD DRAWINGS END RETAINING WALL JOIN EXISTING CURB, ALIGN WALL FACE WITH CURB FACE. END OF EXISTING CURB REMOVAL I These Record Draw.ings. have. been prepared based. on information submitted, in part, by others. While this 1nformat1on 1s believed .to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or om1ss1ons which may have been incorporated into these plans as a result. t,i I ii) BREAKER DRIVE \\l 12· REFER TO SHEET 7 FOR AS BUil T REVISIONS 4'-6" 1r-o· 4'-6" i 1/2DA. ALUMINUM HANDRAIL: 1 1/2" SPACE FROM WALL EMBEDDED ALUMINUM TO BE PROTECTED FROM CONCRETE, SEE SPECS. HANDR.AIL vz = r-o· fil TJM AS-BUILT (04-lf:-10) +--+--------------+---! DATE BY DESCRIPTION OF REVISIONS APP'D Ill \) <{ 0 lL Z • .I 0 _j )-1 )H 12" tl 0 w (j) I: w PARKING LOT • ···•:•:•::::::,::::,. ,.,.,~ PROTECT IN PLACE EX. FIRE HYDRANT AND BOLLARD ~ "" ~~ '""'» -~ ~f CONSTRUCT 3" GRAVEL BED TO MATCH EXISTING 1 PROTECT IN PLACE EXISTING PALM TREE I RUCT12""HIGH TE CURB PER EXISTING STONE WALL TO REMAIN @ NORTH Sc:;.ALE: 1 • .. 20'-0" 0 20 40 ~~ -----------14+00 , ~ ' 1" • -----~ -~-=-,,,..------------...--,.....---........ f".,;:._ • ·-. ········--. [J> ~~::i:::::: . -:.::=:-:-:-.-. . ' -·. · .. . 'ti ...... • • ' · .. REMOVE SCATTERED STONES. ~-==-~ ---.. ~.. -~~~ PROTECT IN PLACE ;_:::-"'"'"'---=::~~-EXISTING CURB -..,_ /I ,_ ____ _._ ______________ ...;;.;..;.;;...;;...;,;;_...:;._;;;,;._;;;.._ -~-1/ GENE~ NOTES: 1. FOR CURB AND WALL EXACT LOCATIONS AND DIMENSIONS, SEE VERTICAL AND HORIZONTAL CONTROL PLAN SHEET 7 2. CONTRACTOR TO INSTALL TEMPORARY CONSTRUCTION FENCE ALONG PARKING LOT FOR THE ENTIRE PROJECT 3. REMOVE ALL PLANT MATERIALS, BOULDERS, STONES, WOOD EDGING AND WOOD POST IN ENTIRE PRO-.JECT SITE UNLESS OTHERWISE NOTED. AD-.JUST GRADE TO BE A UNIFORM SLOPE BETWEEN BREAKERS DRIVE SIDE AND PARKING LOT. 4. CONTRACTOR TO REMOVE AND SALVAGE ALL EXISTING SIGNS, DELIVER TO CITY YARD PER ENGINEER'S DIRECTION. 3"-o· 11'-0" ~ REMOVE EXISTING IMPROVEMENTS FOR NEW CURB AND AC. PAVEMENT. ----~ ------, 1. CONCRETE STEPS W/ COARSE BROOM FINISH. 2. 8" MINIMUM THICKNESS. 3. 15" TREADS, 4.62'" RISERS. 4. EXISTING ADJACENT PAVING. 5. r RADIUS STEP NOSE. 6. EXPANSION JOINT. 7. RECOMPACT EXISTING SUBGRADE TO MIN. 9596. 8. CONCRETE WALL BEYOND. 9. NO. 4 BAR 3" CLEAR 12'" O.C. EA WAY (EPOXY COATED REBAR) 10. WIDTH = A. FT CONCRETE STEPS 112" = r-o· REVIEWED: CONSTRUCT 12" CURB, TRANSITION TO JOIN EX 6" RB --1.. PROTECT IN PLACE EXISTING GATE SAW CUT EX. EDGE OF PAVEMENT CONSTRUCT FULL DEPTH AC Q WIDE X 1" DEEP) C-4089 20271 ACACIA ST., SUITE 120 NE\VPORT BEACH, CA 92660 TEL. (949) 251-11999 FAX. (949) 251-11899 LANDSCAPE ARCHITECTURE DAVID A. PEDERSEN LANDSCAPE ARCHITECT DATE: COM LANDSCAPE IMPROVEMENTS PROJECT LANDSCAPE CONSTRUCllON PLAN DESIGNED: DRAWN: 1---=D-::...;_P·-1----D::.::.P..:.... -1 CITY OF NEWPORT BEACH P-5219-S CHECKED:Fwr DATE: PUBLIC WORKS DEPARTMENT SHEET 2 OF 7 8/13/09 3014 3016 3:::YS 3S2L- 3002 300::J ' ' I I I I I I I I I I QUICK COUPLER VALVE I I I I I I I I I I I I I I I I EXISTING L,ANDSCAPE AREA EXISTING GATE LOCATION ------1..\ ~ ~1---- 1 ~- If------ 61m1mrm1rf;fWI,-;r,~~ ). ..... "'"•••• •-c•,-• •~,---,.,·•••••-"·•-•--••~",•,•a;:';. 5cm va1 ... ,cs. cc:.n:u:-:1-2d :c, e1n Acj•A•Z,:ino mo 1ru::;,epc11a-:.:·n~y -w;,.-oa ar.-j a:t.vatca 11nm :r.n ccntrolltf tor t-oth m.ar.1.1a1 an::t -l:H..ltc::--,.m!c cporator.. • Thn 2 vah·ns can oc .a:rns!gned to soparato wator;ng schtctuics nna i::,rcgrams :n tho-ccmrolic.r. , !'1-ormi~:'.i easy numc-on .a: an znJ'j;!inr:.a:I va:vn to cor.trc:tcrs i.\11:h spam st;,11;ons ,,,,,;mcoi ttrn-n-:-c-o i•J ~iv!d,~ m1t a ri.;n ttrr::o c-n a ~irn;1c :z.c-no ,:ir acrivate tho O'C;".\' 'lBh:o cvr:ry oth-,:r wat,:::nng cyc;e. -;'<,1a:u!s J.C:-tiH1g o. VJ.Iva to corr-act wa:or prossuro prert::ir:ms easy. • Broken Wfms can 00 at-r,n□on£a Jn,j wc-rkcd amunct .'SJrhom los!:-nt prngrammlng tlcx.,oHry. f~1st an:d :11,:-xoo-ns\\-'D: ra 1r:s.r1::11. • nrn ndcna. v.:1ve can boa rr.aster va1¥o-. , .• . . •. \ ( f fi:F:fffiTfil]iTml~ • J ~----~· ·--~-----~ Actap:n Part A t;:n::.ta'.ls tn cc,mrou:or c.2:ttn~t} I. C--::mnt1Ct 6f01b11 \Vire t3 m'.C S';J.11·;)/1 'JU1pt.il 2. connect Rect wlro ta cxis~Ing comn:{m w;r.o. 3. conn act rnac:K ·.v1r0 m mo gc-::10 ttBld ·,vlfft Actap;c,r Part 13 \bury 1n g:toutia vmote cc•nVC!1ltf'ltJ 1. Ccnmict 01::.1ck -.~~'Im t~ CD(i.s,Jng zcnn \\'lr0. 2. Connect vvnr;o \Vlrn r,:::i cx1s~mg: common ·u1rc-. .3. connect Red am1 wrme !.'JJO m me rmsr c-crntrol 'iJlvo. 4. Ccnnact 6"-mtm ~,na ·wr-,:rc 'Mto ta. :r.o sec-ord comrcl v-11~,i;;:, , Oporntcs on ff\-OSt 24-Voit sprm:0r S)'Stoms ~ Si:1:t:-fl1t1.g C<lpacny: 0.5 A . Lte E)(pecwncy: 50,m:,o cpcmtnns fl\) C LJ\S.r.E R o. Parts •••• ~-..,....,. c•• :: . ,,,_, !-' .,ll , .. ~ r, -r,.,,,.-.: ,•, ,._. ...l ,-•, (,.f.:\"3~"';; rr ~,e··-! LU i--' ·;r~.'>1>, ,··-::;--··• -__ /" _,, .. _., ____ , .. ,_,. . " -~~ ,") f~(~ .-~t l.--, l ~i ,, t, •~;.ih•= 2 ··"' ~_, '"~·-,,.,,J '-rr' .,.....,,...,,....._.,,_,.,,....,.... . ...,....,...,..,,.,...,..,...,,__...,_.....~-... ..,..,,..,,,,_,...,,,_._""'.,......,.,, -... . . ' , . ' ... -. ,--.-- I 1064 Serpentine Lane -Pleasanton. CA 94566 -Ph: (925) 484-0382 -Fax: (925) 484-0158 PROVIDE AND INSTALL ADD-A-ZONE DEVICE PER ENGINEERS DIRECTION 303.S BREAKERS DRIVE 20G?M r PARKING LOT I I< I< I G A T I 0 N L E -r __ ,. ' G I QUICK COUPLER VALVE E N D 20GPM VALVE NQ.~►a APROX. GPM ► 20 GPM .. VALVE SIZE ► l" ------------ r -.; ,:. ' ' -· ', . ,' -·; ··-· , DESCRIPTION.: _--,. . .,->. .. $Yt:180t::, ' •. M,ANUF,ACTURE ... :: .,MODEL NO.:.,.: .. ,.: -, --... ;. ,', -;,c• ___ ... .. -' ' _-::"-_-• . ,<'·•·-·:'·~ ., .. -'. ,,•:<--;:;"~ .... ,i, TORO ---· ~ GRISWALD CD RA!NBIRD . .. ,. CD MATCO . ----MAIN UNE -----··-·-... LA.TERI\L 570Z-12P-PRX-=M 12' POP UP SPRAY HE.AD W/ ()<-FLOW. PRESSURE REG .. CHECK VALVE) DWPl<V AUTOMATIC IRRIGAilON CONTROL VALVE-SIZE AS INDICATED. 44 QUICK COUPUNG VALVE 754SERIES Bl<ASS BALL VALVE UNE SIZE --------------·----- PVCSCH.40 (PVC SCH 80 UNDER PAVEMENT) PVC CL.A.SS 315 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others . While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REFER TO SHEET 7 FOR AS BUil T REVISIONS 3!24 ii ,--,-..J ±20G?M r BALL VALVE EXISTING IRRIGATED PARKING LOT PLANTER. EXISTING CllY WATER METER 3"50 BALL VALVE CONNECT TO EXISTING LATERAL EX LATERAL EXISTING IRRIGATED PARKING LOT PLANTER. BORE 3" SLEEVE FOR MAIN LINE AND 2· SLEEVE FOi< WIRES. PROVIDE WIRES FOR 4 NEW VALVES AND 3 FUTURE VALVES PER ENGINEER'S DIRECTION. @ NORTH SC.ALE:: 1 " " 20'-0" 0 20 GENER.AL NOTES: LINE IN TURF AREA ALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARrTY PROVIDE ONE ONLY. ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. ADD-A-ZONE DEVICE. THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. THIS IRRIGATION SYSTEM SHALL BE INST AL.LED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BJ'SIC FUNDN1ENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND At:?.K PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER-SPRAY. THE IRRIGATION CONT;;;ACTOR SHALL GUAR.Ai"ITEE ENTIRE SPRiNKLER SYSTEM AGAINST DEFECTrvE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTrvE MATERLALS OR WORKMANSHIP, CONTRACTOR SHALL REP,A,JR AT HIS EXPENSE . OBSTl<l.JGnONS WHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES. ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO J'S TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INST ALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO J'S TO PROVIDE PROPEi< COVERAGE. ALL ADJUSTMENTS SHALL SE HADE AT NO ADDrTIONAL COST (TYPICAL). CONTRACTOR TO PROVIDE AND INST ALL ONE 'ADD-A-ZONE' DEVICE. CONTACT TOH DIP-Z, IRRIGATION SPECIALIST GENERAL SERVICES DEPARTMENT AT 949-718-3471, CELL 949-279-8431 REGARDING WIRE RUNS AND HOOKING UP THE ADD-A-ZONE' SEE GENERAL NOTES. 40 C-4089 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL (949) 251-8999 FAX. (949) 251-0899 REVIEWED: CDM LANDSCAPE IMPROVEMENTS PROJECT IRRIGATION PLAN LANDSCAPE ARCHITECTURE DAVID A. PEDERSEN LANDSCAPE ARCHITECT DATE: ffi TJM AS-BUILT (04-16-10) DATE BY DESCRIPTION OF REVISIONS APP'D DESIGNED: DRAWN: D.P. D.P. CITY OF NEWPORT BEACH P-5219-S ---------+-------1---------1 CHECKED:FWT DATE: 8/13/09 PUBLIC WORKS DEPARTMENT SHEET 3 OF 7 3· ,¥,1 ' 1\i~l~I\ ,., ,.,. .. ,.. ,. _,. ,._ -~.,!. r " ,"_,.""~ ...... ",..",.",..".,,... 'iii'-!Hc7r"1~ I !=::lit ..... ,. .... ,. ... .. I-'lUjjj"S;":=;,m· = ~- ::::: ::::: :: .. Tf-1-illlT,W,nllirnUJ ,.,. ... ,.,... --]..:..:.;.111_;:_J\)....::.:. ......... ,. .. ,. ................ .. ... ... ,. ....... ... .. .. ,. ,. ,. ,. .. ... ,. ,. ... ,. ... ... ... ,. .. ,. ... ,. ,. ,. ,. .. ... ... ,. ........ ,. " ... ... " ...... ,., _,. ... .. ,. ,. ,. ............ ... ,. ... ,. .. ,. ,. ... " .. ... .. ,. ... .. ,. ,. ~ ' ........ ,. .. ,. ,. A A ,._ ,. ,_ A ,_ A ,. ,,, ................. .... ,. ,. ,. ,. ... ,. ,. ... ,. 1. FINISH GRADE 2. APPROVED BPCKFILJ. 3. POP-UP SPRAY He;.AD 4. PVC SCH 80 NIPPt..E -4' MIN. LENGTH 5. PVC TX T 90 DEG. STl<ElcT EU.. 6. PVC SCH 80 -6' I.ONG 7. MARI.EX STl<E!:T EU.. 8. LATERAL. LINE PVC TS: ,,-----14 9. LATl:l'\'IL LINE PIPE, SIZE PS NOTED ON Pl.AN 10. 1-¼!<DSCAPE: SUl<FACE: (\\IHE:l<E APPLJCABU:) POP -UP SPRAY HEAD 2 1. 24" COILED \VIRE LE.ADER 2. WATER PROOF \>JIRE CONNECTORS. 3. VALVE IDENTIFICATION Tf>G_ 4. ELECTRIC CONiROL VJ'>,.L.VE - REFER TO IRRIGATION LEGEND FOR MA.NUFACTIJRERAND MODf::.L. 5. VALVEBOX\MTHCOVER HEAT BRAND VALVE NO. WI 2' HGH CH.ARPGTERS. 6. FINISH GRADE-VALVE BOX 10 BE FLUSH \MTH GRADE IN TURF AREAS ANO 2' A&JVE GRADE IN GROUND COVER I SHRUB AREAS. 7. BR'ISS NIPPLE. (CWSE). B. PVC SCH 40 ELL 9. PVC SCH 80 NIPPLE, LENGTH AS REQUIRED ,,-----114- ,----l 8 ------<10 17 70. COMr-10N RED BR!CK -FOUR (4) REQUIRED. ll PRESSURE MA.IN LINE PIPING -REFER TO IRRIGATION LEGEND FOR lYPE,L>.ND SIZE. 12. SCH 80 NIPPLE (2 INCH LENGTH, HIDDEN) AND SCH 40 ELL. 13. PRESSURE MAIN LINE FITTING, T.E.E OR ELL_ i4_ PVC SCH 40 t'1ALE .ADAPTER. 15. PVC LATERAL LINE PIPlf'..IG -TO SPRINKLERS, REFER TO IRRIGATION LEGEND FOR TYPE AND SIZE. 16. PEA GR,';.VEL, MlNIMUM DEPTH OF 6 INCHES. 77. sg,,,ss BALL VALVE 18. sg,,,ss UNION REMOTE CONTROL VALVE WITH BALL VALVE~ UNION ' ' ' \ \ I I Q.C.V. J 0 QUICK COUPLING VALVE © sg,,,ss NIPPLE (LENGTH AS REQ.) ® B~S 90 DEG. ELL. @ BRASS NIPPLE -6" LONG. 0 eg,,,ss 90 DEG. STl<EET ELL. ® MAIN LINE FITTING ® 1 CUBIC FT. OF PEA GRAVEL. @ MAN LINE PIPING © WALK OR CURB QUICK COUPLING VALVE -IN BOX 4 5 7 7 9 1. FINISH Gi'¼DE: 6. BRICK(1 OF4) 2. 2' IN G.C .. FLUSH IN LAWN 7. PVC SWE:E:P a.LS, 3. VALVE: BOX 8. 1 CU. FT. PE:A GAAVE: (MIN) 4. WATER Pl<OOF CONNECTOR 5. 24' LINE:A'< LENGTH OF WIRE:, COILED. 9. GAAY PVC SCH 40 WHEN SPECIFIED DIRECT BURl,AJ.. OTHE:RW'ISE:. RUN ALL WIRES ADJACENT TO IRRJGA110N MAIN LINE: WHEN POSSIBLE:. WIRE PULL BOX I JUNCTION BOX 6 II ... ,. ... "' ,. ... ,. ,. ,. ,. ,. ... :~:A:A:_,.:,_:,_:A:A: ... :A:••1--..... -----.... -~l"""---..... - ~AhhAAAAAA"'A"'A"'h"'AA ........ .................. ,., ...... .,_ "" .. A A A .,_ A A h ... A h ... ... 12' MIN 18" 0 5 1. HARDSCAPE EDGE (\VHERE APPLICABLE). 2. Tl<ENCH 3.LATE:!<AL LINE PIPING. 4.PRESSURE MAIN LINE PIPING. 5.CONTROL Wll<ES, TAO!: AT 6 Ff. O.C. 6.CLEAN, APPROVED BACKFILL MATE:1<1,<>,J... 7.FINISH Gl<ADE. REFER TO ll<RIGATION SPECIFICATIONS FOR ADDnlONAL INFORMATION. TRENCHING RECORD DRAWINGS These Record Drowings hove been prepared based on information submitted, in ~art, by others. While this information is believed to be reliable, City of Newport Beach 1s not responsible for its accurocy, nor for errors or omissions which moy have been incorporoled into these plans as a result. MIN. 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 FAX. (949) 251-Cl899 LANDSCAPE ARCHITECTURE DATE BY DESCRIPTION OF REVISIONS APP'D n ,-----........ 0--'J ~1= PIANVIE:W LEGEND 1. 20' X 30' RECTANGULAR Vf'sLVE BOX 2. 14"' X 1.9" RECTANGULAR V f'sL VE BOX 3. 10· DIAMETER CIRCULAR Vf'sLVE BOX 4. EDGE OF HARDSCAPE SURFACE, ETC. NOTES: SET V f'sL VE BOX AND V f'sL VE ASSEMBLY IN GROUNDCOVER / SHRUB AREA WHERE POSSIBLE, INST l'sLL IN TURF ONLY IF THERE IS NO ADJACENT GROUND COVER SET Vf'sLVE BOXES 2· MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER / SHRUB AREP6, SET FLUSH WITH FINISH GRADE IN TURF AREP6. AVOID HEAVY COMPACTION OF SOIL AROUND Vf'sLVE BOXES TO PREVENT THEIR DEFORMATION / COLLAPSE. SET Vf'sLVE BOXES PARALLEL TO ONE ANOTHER AND PERPENDICULAR TO EDGE. CENTE:RVl'sLVE BOX OVERVl'sLVE TO FACILITATE SERVICING OF Vf'sLVE. INSTl'sLL ALL Vf'sLVES PER Vf'sLVE INSTl'sLLATION DETAILS. VALVE BOX INSTALLATION 1 1. FINISH Gl<ADE 2. Z IN G.C .. FLUSH IN LAWN 3. VALVE 80X HEAT BRAND ' B.V: W/ 2" HIGH CHARACTERS. 6. BRASS NIPPLE 7. BRASS UNION 8. 1 CU. Ff. PEA GRAVE (MIN} 4. PVC MALE ADAPTER (TYP.) 5. BRASS BALL VALVE 9. BRICK OR CONC. SUPPORTS. 10. PVC MAINLINE AND FlTTlNGS. BRASS BALL VALVE C-4089 REVIEWED: DAVID A. PEDERSEN LANDSCAPE ARCHITECT DATE: CDM LANDSCAPE IMPROVEMENTS PROJECT IRRIGATION DETAILS DESIGNED:D.P. DRAWN: D.P. CITY OF NEWPORT BEACH 1-------+------I 1--------1 CHECKED:FWT DATEJ/l 3109 P-5219-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 7 300::J EXISTING GATE LOCATION-------<..\ 3014 3::J0.2 ~ rr 1----- 1 I' I ,_ I ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I ' ' MYCOl<RHIZAE SPECIFICATIONS. CONTRACTOR SHALL PLACE MYCORRHIZAE TABLETS AT BELOW RATES ,ADJACENT TO ROOT BALL USE 2 TABS FOR PLANTS UP TO 1 GAL. USE 4 TABS FOR PLANTS UP TO 3 GAL. USE 8 TABS FOR 5 GAL PLANTS. TREES, USE 10 TABS PER ONE INCH OF TRUNK WIDTH (20 TABS MIN.) FOR ALL LAWN AREAS CONTRACTOR SHALL SPRE/\D "TURF SUCCESS TM" MYCORRHIZAE GRANUALS SOIL AT A RATE OF ONE POUND PER 150 SQ. FT. TO THE AMMENDED SOIL SURFACE USING A SEEDER OF SPRE/\DER THE GOAL IS TO CREATE PHYSICAL CONTACT BETWEEN THE LAWN ROOTS AND GRANUALS. CONTACT FRED GUNDERMAN OF PLANT REVOLUTION, INC. AT (714) 990-8172. (SUPPLIED BY 'UNfTED GREEN MARK INC. (949) 250-9735. 1. CRO\VN OF PLt>NT TO BE 1" f\BOVE FINISH GRADE 2. 4" HIGH TEMPOl<ARY BASIN. 3. '2'11--tlCK LAYEl<OFU-2' .PGUIN-AGA-FOREST FLOOR MULCH, ORAPPl<OVED EQUiVALENf. DO ~~f""!Tfi"i-U~fr~,1!1'~~!f'-NOT USE BARK CHIPS \VHERE Pt.AN GALLS FOR 1111!_1" II MULCH COVER 1111 4, FERTIWZERAND MYCORRHIZ"c 1111 = TABS (SEE SPECS.) -c111 -1111"' 5. BACKALL MX (SEE SPECS.) I'. 1111·. l1·1·11 II 6, DIG HOLE A MIN. OF 11/2 X THE DEPTH OF THE Fl.ANT CONTAINER 11=1111=111 7. CCMPACTED BACKALL PER SPEC. 2X SYMBOL QUANTTTY AEO-URB "' 53 ALO-GRE ® 47 ALO-STR ® 23 CAR-;--"AC 0 149 3S36 370(; I r---- PARKING LOT MYCOl<RHIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY Tl<I--C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 11/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. (SEE SPECS) FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO A 0 PL Y TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ,ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES. 1 GAL=l PACK 5 GAL. = 3 PACKS 15 GAL = 8 PACKS CONTACT TRI-C 1-800-927-3311 FOR SUPPLIERS. SHRUBS SIZE DESCRIPTION \ ( SYMBOL BOTANICAL NAME AEO-URB AEON!UM URBICUM ALO-GRE ALOE GRENADENSIS ALO-STR ALOE STRlATA HYB. COMMON NAME *SALAD BOWL AEONIUM * POPCORN ALOE *GHOST ALOE FIVE GAL LARGE GREEN SUCCUUENT UEAVES IN ROSETTS UP TO 2 FT. ACROSS REGULAR WATERJNG 3 FT. WIDE BY 18' TALL. FIVE GAL BRIGHT GREEN SUCCUUENT UEAVES W/ SOFT TOOTI-lY EDGES 3 FT. TALL BY 3 FT. WIDE. DROUGHT RESISTANT. FIVE GPL. PURPLE-GRAY LEAVES IN LOW ROSE17c.S TO 18" ACROSS BEAR HUGE FLOWER.SPIKES IN LATE WINTER. FANCY NA.TAL PLUM 15 GAL EVERGREEN SHRUB WITH WHTE STAR-LIKE FLOWERS. FAST GROWER TO 6 FT. TALL GREAT HEDGE OR BARRIER 3150 0 @ NORTH SC.ALE: 1" • 20'-0" 20 40 EALL DcA. COT-SPE CAL-SPE ® 71 I) 14 CAR-MAC CARISSA MACROCARPA 'FANCY COT-SPE COTYLEDON SPECIES CAL-SPE CALINDRJNA SPECTABIUS RAP-P!N RAPHIOLEPIS I. 'PINK.I' * LONG FINGERS * JASA-T!ME JADE FIVE GAL. WHITE CHALKY UEAVES LIKE LONG, CYLINDRICAL FINGERS HELD UPRIGHT F;aOM STEM. 2 FT. HIGH AND WIDE W/ SOFT PASTEL ORANGE, HANGING, BELL-SHAPED FLOWERS. FIVE GAL BEALTIFUL su=ULENT W/ BLUE GREEN FOLLIAGE AND INTENSE CARMINE-PINK FLOWERS, 18' TALL AND SPREADS TO ABOUT 6 FT. NOTE: um.ANGLE MA.1TED ROOTS BY LOOSENING ,AJ..L l<OOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE DO NOf CRACK ROOT BAL.I.... SHRUB PLANTING DETAIL SOILS REPORT AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT SHALL BE PREPARED BY THE CONTRACTOR AND ALL RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. RAP-RN e 179 Fl'vE G,A,,L MOUND!NG SHRUB TO 2 FT. \VI DARK PiNK FLOWERS. DIA-REV "' 122 DIA-REV DIANELLA REVOLLJTA D\VARF PINK HAWTHORNE LITTLE Ri::.--V ONE GAL BLUE GREY FLAX LIKE PLANT 12 TO 18 INCHES WITH UP;alGHT FOLIAGE. TRJM TO BASE ONCE A YEAR IN LATE WINTER NOTIFY ENGINEER IF SPECIFIED PLANT MATER"'-!.. IS NOT AVAILABLE BEFORE SUBSTITUTIONS ARE MADE. ALL SUBSTrTUTIONS TO BE APPROIVED BY LANDSCAPE ARCHITECT. THIS SHALL BE DURING THE BIDDING PROCESS. RECORD DRAWINGS * PURCHASE FROM DESIGN II/ DA'YLILY HILL PRODUCT These Record Drawings hove been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REFER TO SHEET 7 FOR AS BUil T REVISIONS ~ TJM AS-BUILT (04-16-10) DATE BY DESCRIPTION OF REVISIONS APP'D 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 TEL. (949) 251-8999 FAX. (949) 251-11899 LANDSCAPE ARCHITECTURE REVIEWED: DAVID A. PEDERSEN LANDSCAPE ARCHITECT DATE: C-4089 COM LANDSCAPE IMPROVEMENTS PROJECT PLANTING PLAN DESIGNED:D.P. DRAWN: D.P. CITY OF NEWPORT BEACH P-5219-S -------+-----... 11---------1 CHECKED:FWT DATE: 8/13/09 PUBLIC WORKS DEPARTMENT SHEET 5 OF 7 RECORD DRAWINGS These Record Drawings hove been prepared based on infori:notion submitted, in ~art, by others. While this information is believed to be reliable, City of Newport Beach, 1s not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans os o result. PLANTING SPECIFICATIONS SCOPE OF WORK PLANTS FOR 11-tlS Pl<OJECT SHAW.. BE PURCHASED 11-tROUGH "DeSlgn 11· OR APPROVED EQUIVALENT VENDOR (714) 378-5360 PROVIDE ALL LABOR EQUIPMENT. MATERIAL. AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION. PLANTING. AND MAJNTENANCE AS SPECIFIED. A GENERAL WORK PROCEDURES WORK PROCEDURES SHPi.L FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHPi.L BE BEST AVAIL.ABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. PREMOISTEN -SPECIAL CARE SHPi.L BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3 WEEDING. BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING Pi.L WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHPi.L BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHPi.L BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER Pi.L EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHPi.L BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS 1. ORGANIC AIHENDMENTS -ORGANIC AMENDMENTS SHPi.L BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF Pi.L PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY 'TRI-C'. 3. COMMERCIAL FERTILIZER -COMMERCIAL FERTILIZER SHPi.L BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR -SOIL SULFUR SHALL BE AGRICULTURAL GRADE. 5. POLYMER -POL YHER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA S01<.B. 6. MULCH SHALL BE A MINIMUM OF TWO INCHES OF o· -2" AGUINAGA FOREST FLOOR 7. PLANTING TABLETS -PLANTING TABLETS SHALL BE 21 GRAIH AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS -ALL PLANTS SHPi.L BE HEAL THY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED. DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHPi.L BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR HIS REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHPi.L BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHPi.L BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED. 9. PLANTING MIX -ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AIHOUNTS. MYCORRHIZAE SPECIFICA110NS. CONTRACTOR SHPi.L APPLY TRY--C ENDO 120 ARBUSCULAR MYCORRHIZPi. INOCULUM AT THE FOLLOWING RATES APPLY AT 11/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. FOR BACKFILLED BEDS AIPPL Y AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHPi.L Pi.SO APPLY TRY-C MYCO PACS PLACE INDIVIDUPi. PACKETS ADJACENT TO ALL SHRUB ROOT BPi.LS AT THE FOLLOWING RATES. 1 GAL=1 PACK 5 GPi.. = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITTONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT} 2. TREE AND SHRUB PLANTING ~--·-----·-. ---~--.. a) EXCAVATE PITS WITH VERTICAL SIDES FOR Pi.L PLANTS, SHRUBS, AND TREES. PITS SHPi.L BE 1-1/2 TIMES THE DEPTH OF BALLS. AND TWICE THEIR WIDTH. b) TERRA SOl<.B AG POLYMER SHPi.L BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GAILLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CPi.lPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHPi.L BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER 1 GALLON 5GALLON 15GALLON BOXED CONTAINER NUMBER OF TABLETS WEIGHT GRAIHS 1 21 2 6 10 42 126 210 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 AROUND BPi.L OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY AFTER PLANTING. STAKE Pi.L TREES TO PREVENT DAIHAGE FROM WIND AS DETAILED. g) GRADE AREAS All<.OUND PLANTS. TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER-IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH. AND TO THE EXTENT THAT Pi.L MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4· X 4·, OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BPi.L. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHPi.L BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF o· -2" AGUINAGA FOREST FLOOR TO Pi.L GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF Pi.L PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHPi.L BE REMULCHED TO ACHIEVE THE REQUIRED 2" DEPTH. 5. 60 DAY PLANT ESTABLISHMENT, 60 DAY MAINTENENCE PERIODS. Pi.L PLANTING SHALL BE MAJNT AINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. Pi.L SHRUBS AND TREES NOT LIVING AFTER 60 DAY PLANT ESTABLISHMENT AND 60 DAY MAJNTENANCE SHPi.L BE REPLACED, A FINPi. INSPECTION SHALL BE MADE BY THE OWNER OR HIS OR HER REPRESENTATIVE TO VERIFY THE FOLLOWING: HEAL THY. PEST FREE PLANT MATERIALS. VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES. ETC. 20271 ACACIA ST., SUITE 120 ' -"" I.ca-NEWPORT BEACH, CA 92660 . TEL. (949) 251--8999 ~ FAX. (949) 251-0899 :-,.il)SCAP ~I REVIEWED: ~ V"..: f -4,?, ;$°~~\l~PfO ~ SJ ~ ~ C-4089 COM LANDSCAPE IMPROVEMENTS PROJECT PLANTING SPECIFICATIONS 1----+---+---------------<,-----t' LANDSCAPE ARCHITECTURE ::S ~~,r~ 3§9~ ',?. DAVID A. PEDERSEN LANDSCAPE ARCHITECT DATE: DESIGNED: DRAWN: p 5219 S o.P. D.P. CITY OF NEWPORT BEACH --11-----1----- DATE BY DESCRIPTION OF REVISIONS APP'D -_-·-"_ ----.. -- C HECKE D: F WT DATE~113109 PUBLIC WORKS DEPARTMENT SHEET 6 OF 7 i ------1--------------1---+--+--+----l-+--+--+--+----f-+- lt--+--+--+-t--+----t-----J----t-t---1 ------- 11-----+--+---+----f-+--+--+---+-+--+---, -----' ... I GENERAL NOTES: 1. THIS PLAN IS FOR REFERENCE AND CLARIFICATION ONLY. CONTRACTOR SHALL REFER TO LANDSCAPE PLANS FOR CONSTRUCTION NOTES AND DETAILS. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. II--+--+--+-+---+--+--------. -- ----------I-+--+--+--+~-+--+--+----+-----+----t-+---f-----+--+--+--+-l_..:,,--+--+-t--+--+--+-----1--- I ~ : ! : ---------------~--~ --~ --f-----+--+-j ; ~ ~ ! -I --'= !:[ ~p~~Ern-! _:_I __ F= :-j_ -~ ~ ~= : -1-= ='-;-v ' ' ~'-- ::=:==========_===_= __ :. _=_: __ = ___ = __ =--=-=.:-=-=:~~:f------+---,,-+-_-++---~----++----+--f------+---j,---+---+:_-:_+---+----l--------->-+--+·----+--+----J_: _ _,__!--+-·•-----I : . -~,--~· I ------1= :-i -1 , :DM_: ,RK :~ -L~ )--~-I __ ; _ , --1 ~· -----•-~ ~=:• -=•~;_ '~ •• --:-+-----+--_--+·---i·--,_---_---+--1-----+---+-I---_,-- ----... - 11-+--+--+-t--+--+--+--l-+-+------ -~-+--+-+---+--+--+->-+-+--I _ -, ii ------t--I : ________ +-~----J----t-t---+---,_ :,--· -1·-----·_ --;----------+----ft--+----------------------r----··:· -1 : ---------t--+--+---+----+-+---+--+--~--------·· - ---I , ---------•--+---+-------- ----------1---------- - - ----------f-----,---------+--•-----L-------+--+- ii------t---_-+----+-t---,---+-=====:::::::::::::::_-___ -~---~ --~~--~--------f----t--_------~-::::::::::::::-_-+ --+-~--+----+--------+------+--~: ~;-+" -------I -_, __ ----i-' -----i--i -• =~•-! -+---+-----f------------- 10+00 f-:::, ~ :5 u... -2' _, ______ 8' ------,o EP\ BREAKERS DR. 6"HDPE SEWER1 I \ " CROSS SECTION A -A STA. 10+00 TO STA. 10+48± N.T.S. L,J z ...J CONC. WALL SAWCUT & CONST. FULL DEPTH AC PARKING LOT • I--.. · .• 11+00 J6"HDPE SEWER I \ ,, .,-1.--••• i · · 4 L:-~--...l :· I--., . . • CROSS SECTION B - 8 STA. 10+48± TO STA.12+10 N.T.S. • 12+00 6"HDPE SEWER1 I \ ,, f--+---ll--+---+---+---+ ---+-f--" ------ - - ----+--+-I---1 4 ... _,. CROSS SECTION C - C STA. 12+10 TO STA. 13+46 N.T.S. 13+00 I . ! -------- ---I-- ' --. --___ , __ _ ---j--.. - - I ------t---+1---+--+----i SCALE: HORZ.: 1"=20' VERT.: 1''-2' 14+00 CROSS SECTION D - D STA.13+46 TO STA.13+95 N.T.S . SCALE 1" = 20' 20 CURVE DATA TABLE O<X DELTA RADIUS LENGTH TANGENT 22"13'42" 250.00' 96.99' 49.11' r, "'7 "">• I_, I >I n n ' v. HV ,.., --· ,.., __ , V .. -' v. 5 OT48'25" 296.50' 40.40' 20.23' 6 99•4s•27" 10.00' 17.42' 11.88' 7 55·25'04" 5.00' 5.71' 3.21' 8 15'34'07" 150.00' 40.76' 20.51' TANGENT DATA TABLE ~ BEARING LENGTH DESCRIPTION 1 N 67'26'06" W 134.56' 6-IN PCC CURB 2 N 4s·23' 48" w 61.69' 12-IN PCC CURB 3 N 67'26'06" W 102.17' CONCRETE WALL 4 N 63'59'22" W 58.54' CONCRETE WALL 6-IN HOPE SEWER FORCE MAIN POTHOLE LOG NO. LOCATION DEPTH COVER e, #1 IN FRONT OF 3036 BREAKERS DR. 3.5' e, #2 IN FRONT OF 3100 BREAKERS DR. 3.0' e, #3 IN FRONT OF 3110 BREAKERS DR. 3.0' e, #4 IN FRONT OF 3124 BREAKERS DR. 2.0' e, #5 IN FRONT OF 3124 BREAKERS DR. 3.0' e, #6 IN FRONT OF 3130 BREAKERS DR. 2.5' e, #7 IN FRONT OF 3200 BREAKERS DR. 3.0' C-4089 ·-:, i' 5 " > L □ "' L " _,, 0 " L <D (/) d, -i ? O> C L " " C r.====,;===,,===============;====;;==========u======================:I"' ~i~HSSJoJ'. 0 4( ~ FRANK ~ ..... c> ~ THAN TRAN --"" ~ No. 62845 ;:; CDM LANDSCAPE IMPROVEMENTS PROJECT t VERTICAL & HORIZONTAL "o CONTROL PLAN " L 0 L n--~-+----+-----------------+----<,1, ~ ll}AJ';,OW/,.10 "' ffi TJM AS-BUILT (04-02-10) ~-•~,:l'/v/?'~f ';!J. /Ji ll==============,;;========c==il;!,- ~OF Ck~~ CITY OF NEWPORT BEACH P-5219-S r " §. DATE BY DESCRIPTION OF REVISIONS APP'D PUBLIC WORKS DEPARTMENT