Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
R_5941_S
CITY OF COSTA MESA VICTORIA ST VICINITY MAP NOT TO SCALE I SYMBOLLEGE~D -0--POWER POLE ~ CD "" 0 CD Si: :c PROJECT LOCATION Osco QSMH SANITARY SEWER CLEANOUT SANITARY ~EWER MANHOLE ~ ~ □GM FIRE HYDRf NT WATER METER BOX & SERVICE GAS METER --0--VALVE POWER POLE ANCHOR JOHN WAYNE AIRPORT ABBREVIATIONS AC DIP VCP RWV FE MJ NTS ASPHALT CONCRETE DUCTILE IRON PIPE VITRIFIED CLAY PIPE RESILIENT WEDGE VALVE FLANGED END MECHANICAL JOINT NOT TO SCALE <2;~ I'()~ ;sa ff' CITY OF IRVINE 12· >--! u PUBLIC WORJI<.S DJEJP ARTMJENT ~RV~NE TERRACE lANDSCAPE ~MPROVEMENTS APPROVED: APPROVED: EXISTING SIDEWALK/BIKE TRAIL \\1DTH PER PLAN 8' PAVED TRAIL VARIES 2'-6" TO 4' ~BLIC WORKS R.C.E. NO. 36106 J '! -1 • .l . • J. ,w;V DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 12· DATE: _!)_-_,_~_-_O_i __ 14' EXISTING SIDEWALK/TRAIL 2' 4' NEW PLANTING AREA PER 1----1 1 ,__ ___ , LANDSCAPE ARCHITECTURAL PLAN 1 I-:::, ~ < (/') EXISTING IRRIGATION MAIN. CONTRACTOR TO FIELD VERIFY. PROTECT IN PLACE ~ NEW PLANTING AREA PER ~ LANDSCAPE ;;i ARCHITECTURAL PLAN I EXISTING CURB [-----------------------------------F½77/1/77/./77/./'7/1/777,,7,-, ________________________________________ _¥L1/./..0.'.1/./L:'l"./L1/__/L..u.1/L~ L I L GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 111TH THE "STANDARD SPECIFlCA TIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS_ 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION 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. 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 FlNISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. ANY DISCREPANCY IN THE DRAVnNGS OR SPECIFICATIONS SHALL BE CALLED TO nlE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON nlE CONTRACTOR FOR CORRECTION. 8. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRA\\1NGS BUT CALLED FOR IN nlE SPECIFlCATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS nlOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOnl. ANY WORK NOT INSTALLED ACCORDING TO DRA\\1NGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSL 0 0 CONSTRUCTION NOTES REMOVE EXISTING A.C. PAVING. PAINT 6" SOLID WHITE STRIPE. D, MONUMEN~ RT STL ABAND IP&T MON CATV DWY co RING TIGHT STEEL ABANDONED EXISTING IRRIGATION MAIN. CONTRACTOR TO FIELD VERIFY. PROTECT-.._ [ -------------------------------]'.z.~~~~~~ --------------------------------4 ,-EXISTING cu~ -, I L SECTION "B" NOT TO SCALE STA 8+50 TO 9+90 (WEST OF IRVINE TERRACE) -x-x-x-FENCE BLOCKWALL IN PLACE '() ~ TREE ..a£ LLL. ~ .LLL SHRUB BER( ASPHALT IAVEMENT BRICKWALK CONCRETE L///j BUILDING i _ _ _ _ EXISTING CONSTRUCTION i ----PROPERTY1 LINE i ARV B/APPR EV SW WWF MLCCSP IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CLEANOUT {SEWER) AIR RELIEF VALVE BACK OF ALLEY APPROACH ELECTRICAL VALVE SIDEWALK WELDED \\1RE FABRIC MORTAR LINED CEMENT COATED STEEL PIPE NEW CONlTRUCTION RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE ---l.---CENTERLINE 0 4"A.C. CORING INFORMATION ----S----SEWER LljE I MCWD MESA CONSOLI DA TED WATER DISTRICT -----W-----WATER LINE ' ' ---G-- - GAS LINE I -TE--=tU.e -CATV-CABLEVISION LINE -SP--SPRINKLE~ SYSTEM 3J: STREET LIGHT SIGN I= -=j GARAGE PENING ///// \\1NDOW SPRINKLE EMERGENCY TELEPHONE NUMBERS DAY CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC CITY OF NEWPORT BEACH {UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SERVICE ALERT MCWD IRWD (800)-624-8153 (800)-611-1911 611 (949)-644-3011 !714)-962-2411 714)-338-2060 800)-422-4133 ( 949i-57 4-1000 (949 -453-5456 NIGHT (800)-624-8153 (800)-611-1911 611 (949)'-644-3717 (714)-388-2000 {800)-422-4133 (949)-631-1200 SECTION "A" NOT TO SCALE STA 0+00 TO STA 8+50 (WEST OF IRVINE TERRACE) 19+50 TO 22+50 {WEST OF IRVINE TERRACE) 0+00 TO 4+00 {EAST OF IRVINE TERRACE) 11+00 TO 17+ 78 (EAST OF IRVINE TERRACE) LOCATION MAP NOT TO SCALE FASHION No. 56980 . 6-30-09 crm ~ CAL~Cl EXISTING IRRIGATION MAIN. CONTRACTOR TO 12· FIELD VERIFY. PROTECT~ IN PLACE U 12· EXISTING IRRIGATION MAIN. CONTRACTOR TO FIELD VERIFY. PROTECT-.._ IN PLACE '() ElCISTING SIDEWALK/BIKE TRAIL VARIES FROM 11' TO 14' PROTECT IN PLACE VARIES 9' TO 12' 2· EXISTING PARKWAY VARIES 3' TO 8' 4' [ ____________________________ ~ ______ Jlw!l:::::~ 1 EXISTING CURB -, I L SECTION "C" NOT TO SCALE STA 9+90 TO 19+50 (WEST OF IRVINE TERRACE) STA 22+50 TO 26+50 (WEST OF IRVINE TERRACE) 12' EXISTING SIDEWALK/BIKE TRAIL PROTECT IN PLACE 10' 2· I-CZ ~ u, ...:c:::::L-------[~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--------- SECTION "D" NOT. TO SCALE STA 4+00 TO 10+00 {EAST OF IRVINE TERRACE) 1' I L NEW PLANTING AREA PER LANDSCAPE ARCHITECTURAL PLAN 4' 3' EXISTING PARKWAY -----------7 0:«::o/ 0:~~I );'.",-)y/):);% >:>;):/;;;.,;)'; I I L 1 EXISTING CURB -, I L C-3865 APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMENDED TITLE SHEET DATE Z-12..-09 TRAFFlC EN IN R.C.E. NO. 45521( DATE 2-t0-09 DATE DE~GNED DRAWN MR MGRACIA CHECKED DATE FT 05 JAN 2009 IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5941-S SHEET 1 01' 2 0 u 0 L = E E I 0 m ,tj- ci ' --I m I 0 --...__ '° 0 --...__ N 0 0, 5 V ~ <( z cc: ,tj-0 0 N en z <( ~ CL [l_ :,, 7 Y'. ~ <( 3 w 0 1/1 L1.J u <t Q' Q' w c- Cu z > Q' 7 VJ c-w w Q' c- [/1 / 0, C L w " C = C w / 0 0 <( u / D :" 0 C V) / 5'. m (l_ / ,, lr----. ... ! 7 I I : STA 15+14.00 I I SW=12'-0"A.T.C. I .,-, -J+✓ IRVINE TERRACE DRIVE JAMBOREE ROAD \ \ . \ \ \ , sTA oo+oo.oo \ \ \ 1 c\-\ \..\NE-eo\/E-: \ (/) ~ .,.. " : 1 ____,1__sTA 15+14.oo , I Y STREET I Ir.HT :-----l-- - - I (/) =,-.. < \ \ WIP... R\G\-\' ~ ~ I \ (' fl - --. . I ~ ,,.___,. \ \ \ sE.E-"ooO oO ► ~ , ,~.,,.~-.,_.,..go. ,... • 7 , l/ -\-1-, -s,1>--S ~~\., ·GI-I' [TJ 1 .. ;,;~~ ~ K~~ I I ;1 i , I i I STA 16+00.00 (") §Z w --f i I SW=12-0 A.T.C. ) I ,';;Jl I '°O -I r::1"1 G) I -<o c-< I I ....---::-.. c,-:,:z < I I _., -1--o < L, I os;: )> I Oc, z,.., I I ~1/J-< I I ~~ I I I I I J I I I I I I 0 "' 0 STA 17+00.00 t3 + 'S"'wc_«12v•:=-oi?'r;;' A7. Tr .. ,c~. t5 I - - - ""'.___:....-' : J_J j ____,1__sTA 17+35.oo I TTfr STREET LIGHT ,-J I / I m )> w --f /~ : STA 17+78 END OF PROJECT // ) JOIN DECORATIVE SW / I ( ;'c ~ "' I I ____ J "' ~ I I 17 I I I I I I "'1/J z ;;l;;;! ~ 8~:i! ;o ::::::1 z m fTl Q 0 V) JT1 --,z -4 ~CVl oz ► nz;! -J C") ::::I -t G') ::::I ~:le ~ ~:i!~ m m c 25 o""' ,.,, "' X CI/J -l vi §1/J :c ~ vi :c ::j CJ -I O 0 z;;! S! ;,,>~ G) ~ -z ..,, (") U'Jn -<m:c (") 6 ~ V> 7J u, rri ';l 5 JT1 r;;: cl ill 0 :,,C :,! Z 0 r -I r-:z ""1/J S:J co~ Z o> ~o -(/) rr1 rr1 > :::0 -l ,..,s::: > ~~rn z 1/J -zo -I Q(/)0 ;a "';:;:j z-"' 6 ~ 1/J~rtj )> z CJ CJ :E :::0 !'lo ~ ,.,,>iS (") 2 V> d~ffl ~ --i ~~o -J l> 0 oCD :z : ~:2-< 0 s; s; !" z 12 ;a JT1 z "' . . ~ > "' > CJ (") !=' JT1 C "' ri (/) (") ► i:;:; ~ = II c.,, 0 ~ 80 I I .,, "' > JT1 z a:: --i ~ 0, • JT1 1/J X 0 1/J C :::I C z ~ G) .,. ;:;:j r> 1/J .,, ;;j > s; .,, z r, p fi1 JT1 U) JT1 (") :::I 0 z 1/J 0 z U) :c JT1 JT1 __, - 0 0 z (f) -l ;a C 0 -l -0 z z 0 -l m C/) • • . • llEG1 i~<:o 8J>~~ ~ "' "~ /ijo ~~ ~~~ ... . ~ ::i '1'01 1°C. t' '°"' "' oo:> '.a Io, ~go 0 ~ "' -<, : -~ "' 0 "' !:l s (") "' "' 0 =o :z :; "' 0 :z > "O '1. 0 • (") lli"' :,: !a > ~ G") fr1 "' :z "' "' 0 0 ::'.l ;:: "' 0 0 > "' oril ?a "' 2 ~ "' C) "' ,., > 0 Q 0 > "' C) ~~ OJ C: 0 n -n ~z ::a m ;,::;~ Cl) -a oo ~~ ~ CD s:: m m)> z C) -I :c ~ 1;o El I "->I~ !al .i::,.. __., I "' w " 'i?, .='1! .... r,!? ',f;,. 'I!:-, 'iiii:'l"' "'"O . .!1 ,>:Z f'l Iii :z> O' ;,, 1,1 "'C) .,-0, :z o§J ~ "' ~ s;: z 0 W- C") ;o )> s; "'ti z mm ---f ~m iJ ;o ;;a ;;a 0)> <n mm ~ m z cri (") w 00 0) (]J "l. .,, ~ C ;;j > F I I fl \ \ ' s ,cC\ \..I ~ if<': ~ ~ \ ' :-i~"" -\\,,1 ,1 :s S ... /'<;..,/l,,/"J I I II II _ I ~ c.,, ;!:I I o_ \ --1 \ I I \ \ I I -' \ I I STA 01+00.00 f" 1 I I W=20' A.T.C. \ \ I I \ O I 1 I \3-'raa.O I I \ I Si 1' , () I I I l'\<.'ll'("'~ ()" I I I s-N= \ 2 -I I I I I I I I \ I I I aJI/J I \ I I I '°"::,;; I \ I s; · I I I t.-,1 zcl I I 1 .J 1 1 sTA 02+00.00 r \ 1 , I SW=12'-0"ATC I I I L-~ I I . . . 1 \ I / I I \ I \ ' \ 2+00.00 I I I I ! I I \ Si" I ! I I I I I I \ I I I I I I \ I I I I I \ _ \ I I I I 11 1 00 11-1 I I \ I Sil>-\\+ct,." I I I I \ I I l''f-'/N=:'-? I I I r-' I I 1 1 s-N='o-0 I I I I ! STA 03+00.00 I I \ : : : I I SW=12 -0 A.T.C. I I \ I I I I I I I I I I I I I I I 0 _, JOIN EXIST. STA 26+50.00 SW=10'-0" STA 26+00.00 I '--l.1-____,1__ STA 03+30.00 I \ I Sil>-\HOO.O I I 1 I I JSW=13'-3" I-1 : I I r I STREET LIGHT I \ I I I I I I I u I 1. I I I I STA 25+00.00 I I I I I I I I ~ I I I ,-J I I I I I I I I I I I I I I I I STA 04+00.00 \ I \ 1 I 1 SW=12-0 A.T.C. I I I I I I STA 24+50.00 ½ I I I I / STA 04+17.00 \ 1, I : PKWY=3 -0 SW=12 -0 I I I \0+00 00 I \ I Sil>-• I Sil' 09+90.00 I 1 1 I PKWY=5 -6" ' 1 sw-11' 6" I I -- I I I I I 1 I I I I I I STA 05+00.00 PKWY=3'-0" SW=12':.:-o" r.J I I I I I I ~ I -+<f-____,1__STA 05+82.00 : T STREET LIGHT 1 STA 06+00.00 I PKWY=3'-0" SW=12'-0" Ll I r1 r STA 07+00.00 I PKW-Y=3'-0" SW=12'-0" I I I I I I I I I i_...,-~ \STA 07+15.00 I STREET LIGHT I I I L1 I I I I I STA 08+00.00 1 : PKWY=3'-o" sw=12'-o" I I I I I I_ I I I ,--...J _ ____,1__ STA 08+36.00 T STREET LIGHT (") §Z w --f I -G) I i -< I I I I p\<,'IJ'/=3 -I I I I I 1. I \ I I sW=\f-B" I I I \ SiA 09+60.00 I I I I I I STA 24+00.00 ____,1__ STA 23+85.00 rPWRY=6'-0" SW=10'-0" STREET LIGHT I w=\4' -o" ,,,_,.c. (") : ~ Q I I ' I I )> I I w I I I I I I I --f I I I ', -12_,:A 09+00.00 -1+----ysTREET LIGHT W=14'-0"A.T.C I I I I 7'1 I I I I I I STA 08+50.00 W=14'-0"A.T.C. : '1 11 STA 08+00.00 I I r' l I I I I I I I I I I I I I r.J I I I STA 07+80.00 W==12'-0"A.T.C 0 i : 11 STA 07+00.00 I I L-, I I I I I I 4-J__ I I I I I I I I _),, STA 06+50.00 Y°sTREET LIGHT W==12'-0"A. T.C I I I r STA 06+00.00 r-'1 I I I I ,,------......_ I I r '-I ----0 V')<J I -<a, I I ~~ ,..,,.., I I -<o I ,---< I -G) I i -< I I I I , I I I I I I I STA 23+10.00 j PKWY=7'-6" SW=11'-6" I I I I ' : I j STA 23+00.00 I I I I STA 22+80,00 : PKWY=7'-6" I 11 11 SW=11'-6" ~-+-I~ !-1 STA 22+50.00± "l. I ::il > ,-- I I I 1 I STA 22+12.00 I I SW=13'0" A.T.C. : \ STA 22+00.00 I , ~ I I I I I I I I l lli____,1__ STA 21 +33.00 7TTTr STREET LIGHT I I I I [i I I l I I ' I I I I I I I 1 I I I I I I I STA 21+00.00 STA 20+45.00 SW=12'='0A~tc. STA 20+00.00 (") §Z w --f /I\ "' U) ,.,, . a:: :,;; > --< zo I G) I i -< STA 09+00.00 PKWY=3'-0" SW=12'-0" I 0-I I :,:Z -<-,:, I I o~ I I Oc, I I ' I STA 19+50.00 ..I-....Jl--'1 1 1 BEGIN SAWCUT I rw "' U) r>l • I I I I I L1 I I I I I 1- 1 I I I I I ,_ ____,1__ STA 09+50.00 T STREET LIGHT I i I STA 10+00.00 I I I PKWY=3'-0" SW=12'-0" ; I I -.-;H-~ I I I i I STA 10+11.00 8.C. ½ I I I / I ii I\ '- I \ I \ STA 10+88.00 : 11---71-+-' SW=12'-0"A.T.C. IL, I STA 11+00.00 SW=12'-0"A.T.C. ,.. I I I I I I I I I I I I I I I I I I I I I I ____,1__sTA 11+66.00 T TRAFFIC LIGHT . STA 12+00.00 sw,;;-1r=o"A~r:r. r I ____,1__ STA 12+93.00 : +-1H----J TRAFFIC LIGHT L, : STA 13+00.00 I SW=12'-0"A.T.C. I I I I I I I I I STA 14+00,00 I SW=12'-0"A.T.C. I I "' U) ,.., . "' ;:E ► zcl m ~ ,I1--f a, ~ ~ ! ;= :z,-,, / 1 STA os+oo.oo ~~ I I £ I I o I I ~ I i t5 I I I I I I I I I 1.., ! I I I I I I I I ,' I I I I I I I I I I I I I I I I I I I _),, STA 04+00.00 r--·y-STREET LIGHT STA 04+00.00 / L /' STA oJ+oo.oo I I I I I ,-I I I I f ! STA 02+50.00 I I W==12'-0"A. T.C '-, I f I r-' I m )> w --f I i STA 02+00.00 END MAINT. RAMP ~ / W==12'-0"A. T.C I I STA 01 +84.00 BEG. MAINT. RAMP I / I I I t I I I I I I I 1/ /10 I I 11 I I 11 I I STA 01+70.00 W==10'-6"A. T.C 11 STA 00+50.00 / / W==10'-6"A. T.C I I /'-..JI '-, I I I I I I I I ,H I I I I I I I I I 71 I II I I I I I I I I I I I I I I I I I 11 I I I STA 19+14.00 PKWY=6'-6 SW=11'-0" ____,1__ STA 18+80.00 T PKWY=6-0 SW=11'-0" STREET LIGHT STA 18+00.00 PKWY-6'-0" SW=11'-0" I I I STA 17+ 70.00 ,.J I • BEG. 2: 1 SLOPE I I I I I STA 17+40.00 I I PKWY 8-0 I I II I I I SW=11'-0 I I I I I I I i I I STA 17+00.00 I I : . I I I r' I I I I I I I I I I I lH I I I STA 16+50.00 PKWY=8 -0 SW=12'-0" ____,1__ STA 16+35.00 T STREET LIGHT I r7 I I I l I I I \ I I STA 16+00.00 I I I I I I I I I I I I I I I I I I ½H I I I I I I I I I STA 15+50.00 PKW'/=4' -0" SW=12'-0" I l ~i --+/+I"" ST""'A-'1~5+_o_o._oo_ I I I I I I I I I I I I I I I I I I I I I ..-..J I I a:: :,;; "" --< zo \ii m ~ --f I I C 0 I )j \_/ I STA OO+oo.oo - /RV/NE TERRACE DR/VE CJ I I I MATCH LINE / / / SEE LEFT BELOW I I I STA 14+00.00 I : STA 15+14.00 I I SW=12'-0"A.T.C. I j - , _,. STA 13+90.00 L I I i STREET LIGHT .., I I i I I r~ I ____,1__ STA 15+14.00 I I : T STREET LIGHT I I Ll : F: \Users\PBW\Shared\CADD\Ensineering\STREETS\IRVINE TERRACE SIDEWALK\IMP PLANS 2004 FiNAL.dwg 02/05/09 10: 48am mgracia _,,-, .....-:,?~~.JWA"""4V~~~ CITY OF COSTA MESI VICTORIA ST 0:: 0 [D pJT.' -< ~ ;;>., > ~ 0 :I: L:c: ; ~E,_-~.~tt~~··' 1H'-=+-J:•r•7···1 __ , __ l•,c.' ~r,= 17T +---+--w!-, , , 15TH s~ ____ --~I : ••••• , t L-: ./ -J'~} h.<sf ' ~-~~~~~~~~ - ,/' >1: ~◊ ,...., u JPUBJLIC WORI<.S DEPARTMENT ~~~ / ·~~gt; ~,;:,¢- ~ PAcnc OC[Aly ~RV~NE TERRACE LANDSCAPE ~MPROVEMENTS C=3865 VICINITY Mjl\P NOT TO SCALE PROJECT LOCATION APPROVED: APPROVED: DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 PERIDIAN INTERNATIONAL9 !NCO 2600 NEWPORT BLVD. SUITE# 130 NEWPORT BEACH, CA 92663 (949) 675-2445 CONSTRUCTION DOCUMENTS SHEET INDEX TITLE SHEET DEMOLITION PLAN IRRIGATION PLAN PLANTING PLAN IRRIGATION AND PLANTING DETAILS SPECIFICATIONS EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY ATT CITY OF NEWPORT BEACH {UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SER~CE ALERT DAY NIGHT {800)-624-8153 {800)-611-1911 {800)-624-8153 (800)-611-1911 611 (949)-644-3717 1 2--4 OF15 OF15 15 15 1 1 OF 15 12-15 OF 15 5 .. 7 8-10 OF OF SITE MAP NOT TO SCALE APPROVAL RECOMMENDED APPROVAL RECOMMENDED DIR UTILITIES DIRECTOR -' APPROVAL RECOMMENDED ~E~~f5 • R.C.E. No. 45521£1 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG Mew□ IRWD 611 {949)-644-3011 {714)-962-2411 {714)-338-2060 (800)-422-4133 {949)-574-1000 {949)-453-5456 (714)-388-2000 {800)-422-4133 (949)-631-1200 DATE,_.....:..., _ .. ·'-,c'-; ___ DATE 2, -ID -o <) DATE DESIGNED TP DRA\\'N GG CHECKED DATE RP 10.29.2008 'REF DATE 6Y .& --,--,-- .& --.--,---- 1 jj , I ,, , , •I II J.andscape Architecture & Planning 2600 NEWPORT BLVD. SUITE 130 NEWPORT BEACH ° CA 91663 P II ONE: 949.675,2445 FAX: 949.675.9992 The use oflhese plfllls & spcc1fications sh.u.11 berestridcd to the mi.ginal site for which they were prepared and publU:ation thereof i! expressly limited to sllch use. Reproduction, publication or ro-u.se by nnym~thod, in whole or in part, wilhout the e,:press cons en! of Peridian is prohibited. Title to these plans and specifications mnain in Peridian wilhout prejudice. V~~lllll cont.actwllh these plans and spec1ficatmns shall co11Stitute pruoa fuc1e evidence of the 11cc~tance of these n:stricttons. DE~RIPTION OF RfVISIOHS APP'D, C-3865 TITLE SHEET IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHICT 1 O, 1 5 l D <( C) (i w w ~ a:) ~ <( 7 D D 08 0 □~ N □~ D D □ D D u wo l.!.I S.W TO I , ,_ IL r@J ll, --------- I ~ <( l!J I> I--O'. '.IL D - II -EX15TIN(:', WATER LINE o\ ci\ ~i co' -1 - ' <(' c-1 Vli ' 12" BACK OF WALK (TYPICAL) VERIFY EXACT LOCATION IN FIELD. ' ---- JI \ LEx1sT1Ne WATER LINE --- 12" BACK OF WALK (TYPICAL) VERIFY EXACT LOCATION IN FIELD. DEMOLITION CALLOUTS r.7 C.ONTRAC. TOR TO 5AWCUT C.ONC,RETE 51DEf'l.ALK L..'..J ADJAC-ENT TO C.~R6 VARIABLE l>'IIDTH TO 4'. EXISTING SIDEWALK TO REMAIN (PROTECT IN PLACE) 0 EX15TIN,S 51DEl>'IALK TO-REMAIN AND PROTEC.T. (MIN, OF e,• l>'IIDE 51DEf'l.ALK) © EXl5TIN,S 51DEf'l.ALK AC.C.E55 TO REMAIN AND F'ROTEC.T. © EX15TIN,S PARKl>'IAY T~ REMAIN AND PROTEC.T. 0 0 0 0 + "' <( C-U) ' ! - ----- EAST COAST HIGHWAY 0 0- -- II ----- BONNIE DOONE TERRACE ---- S.W TO • REMAIN o!t-- o!=i ·iU a,~ Lil;-:> +<( ;(_/) CTI! .-----::z <Cic::3 I-[L,.J Ul!CO -- ' - II ------ -- <( z <( l!J I-> Z-~~ II ---- -- EAST COAST HIGHV'IAY w 0 0.. oO ~ OUl r---. +-r---.N -<( 0 c-w Ulffi I 0 0 !~ c.i :-0" "tj-: Io + ,~OJ I I' i II ~ ,------!>-.----- <::( !$= II I-,::::..:: s: UJ 0.. Ul 111 r@J Oro ---------------~ II BONNIE DOONE TERRACE ----- 0 0 ' II I ffi SCALE: 1 " = 20' I ~ i - I -REF DATE 61' £ ••.•··· --- £ --.--.----- fPIEil~IJ□lA\JN , I H I II•" 'I II L.andsc ■pe Architecture & Planniag 2600 NEWPORT BLVD. SUITE 130 NEWPORT TIEACU ° CA 92663 p II ONE: 949.675.2445 FAX: 949.675.9992 The u_<;e or Ornse pl!lils & '1"'c,ficatmns ~hall be restricted to the origmal Sile for which lhey were prnpam:I and puh!icnt,on thereof is e,:pres.sly hm11t,t.l to such use. Reproductmn, publication or rl'.!-use byl!Ilymetho~,_1n whole or rn part, without the e~pre,;s conHenl ofPmdian. is proh1b1ted. Title to lhese r,tnn~ and spec,ficatmru; rem:nn m P"ndmn without prejudice. Visl.131 wntact with th.,,;e plans and specificalions shall coru;titute pruna fac1e evidence of the aci;eptanee of the"" restru:tmns. DE'¾RIPTION OF REV1510N5 AP?'O. ci 0 o, + I 0 I ~e--+--+-+----------------,-- n Cs-I -II ('J >---s( 3:cll ,_ 0<:3:c U) Q_ U) ------------II IL ----- 01 C? f 01 OI + i "-'' .--I ;:': i (/) / I I I I I I I D C . r{A)J ---I ::E D"' u;;; --- 11r======fl SCALE: 1 " = 20' APPROVAL RECOMMENDED GE~ERAL SERV,CES DIRECTOR APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C.E. NO, 51056 DATE ________ 1 DATE _______ _ APPROVAL RECOMMENDED TRAFFIC ENGINEER R.C.E. NO. 455210 REV,EyytD DATE PRINCIPAL CIV,L ENGINEER R.C.E. No. 56980 DESIGNED DRAl'/N DATE _________ r==,;c-_T_P-t;;-;-;:;:--G_G_' CHECKED DATE RP 10.29.2008 C-3865 DEMOLITION PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 1 5 u a D D n ,,-PROTECT IN PLA( ST U STREET LTGRT co D\JIT""c=R=os=s1~NG-- D c) WLJ tfl_ ,-;';{J -w ~□ . ::cU -- \__EXl5TIN6 HATER LINE \_EXl5TIN6 HATER LINE 12" BACK OF HALK (TYPICAL) VERIFY E><:ACT LOCATION IN FIELD. 12" BACK OF HALK (TYPICAL) VERIFY EXACT LOCATION IN FIELD. BONNIE DOONE TERRACE I I DEMOLITION GALLOUTS C!::j GONl'RAC.TOR TO 5,Ai,,,e,UT GONCRETE. 51DEV'IALK ADJAC.ENT TO C.UR6 VARIABLE ~IDTH TO 4'. EXISTING SIDEWALK TO REMAIN (PROTECT IN PLACE) 0 EXl5TIN6 51DEV'IALK TO REMAIN AND PROTEGT. /MIN. OF e,• ~IDE 51DEV'IALKJ ® EX15TIN6 51DEV'IALK AGGE55 TO'REMAIN AND PROTEGT, © EX15TINe, PARKV'IAY TO'REMAIN AND PROTEGT. I BONNIE DOONE TERRACE 0 0 0 0 + "" 0 r' z <( 2 0 _,...,..,,. -w (I] 0 0 u 0 r' 0 <( Ul 0 + I N 0 N 0 z CJ 'U 0 r' 0 '<( 0 ·o 0 + I . N :N 0 io;-- 0 0 -a- a) + -0 <( r-(J) 0 0 C'-+ -0 <( r- [/) I I ----u r' <( <D I 0 -II 3: ---- SCALE: 1" = 20' - D D □~ 01- ottl □~ Ow □~ Ow □~ ..I o:c □~ □~ D D D D SCALE: 1 " = 20' APPROVAL RECOMMENDED APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR R.C.E, NO. 51056 DATE ________ DATE _______ _ APPROVAL RECOMMENDED DATE TRAFFIC ENGINEER R.C.E. No. 455210 --------- REVIE\\'ED PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 DATE DESIGNED DRAWN TP GG CHECKED DATE RP I 0.29.2008 -REF DATE 61' I 11 11 ii 'I,,., '\ II t> J,aodscapc Architecture & Planning :1:600 NEWPORT BLVD. SUITE 130 NEWPORT BEACH o CA 92663 P II ONE: 949.675.2445 FAX: 949.675.9992 The ILSC of these p!ans & spccifico.lio□s shall be reslricted to the original site fur which they were pri:pared and publicalmn thernof is expressly limited to Sl!Ch use. Reproduction, publ!cation or re-use by any~thod, in whole or m par1, without the express consent of Pcridian is prohibited. Title to these plan~ and specificationsrrnlain in Pendian without prejudice. Visual co□lact with th~.se plaru. and specifications shall constllule pnma fac,e c,v:idence of the acceptance of the:<e i=lri<-1mns. DE5c.RIPTION OF REV!510N5 APPV. C-3865 DEMOLITION PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHIET 3 or15 --- 0 I 0 0 0 0 , ~ + .. 0 'ti 0 ll!l <( <C " z,J2 t-- (/) :::,.~: llJ ,I- .. II II --------------- 0 1--0 I LO Cl s:2 f-:;: ::J -r--1--0 w w 4 Cr' t--t-- If) If) --•' _, ,,..--c' 0 -O· ·I lO Cl n,-+i_J O'.J ' 1-- 0 w w 4 Cr' 1--1-- l/1 If) I ---------- II EXISTINB HATER LINE 12" BAGK OF HALK (TYPIGALJ IRVINE TERRACE PARK VERIFY EXAGT LOGATION IN FIELD. ' ~,__ --I O I N 0 ('.) -LO ::J II + 3: °' t--0 (/) 0 w 0 w 0 0 4 Cr' 0 I f-t--+ n If) If) a, II 0 >-26'-l" <C s ' "" t--" V) Q_ ' 0 I N -II 3: 0 V) ~~ 0 0 0 I + n 0 ;!' t--"' V) Q_ ----- Q 0 --+ 0 - 4 t-- If) / / . / / II SCALE: 1 " = 20' 61'-3" S.W. TO REMAIN ~Ea 01 i I I l.!J u ~□ "& ,, '& & \ "fl~ ~o--' ----------------------------------------------~ -;:;--:,..-~ ~F=====i! - -::::..-..I :c 1----ib=h=========dl------~\\--------=ll===========d--------------+--------------F~~~~~~=======II~-----~'' \__ Lil-~□ EXISTINBHATERLINE ® □~-.....,, 12" BAGK OF HALK (TYPIGAL) c::: 20 VERIFY EXACT LOGATION IN FIELD. D D .. _, -__ 1_1 -.. ..I 60 11 11 11 II • • <( 20 D D D 0 -"""'O n °' + N - 4 f- l/1 f- I Cl __J u LL LL 4 Cr' f- u o· ~ t-- - -....J.. --- - - 11 II \__EXISTING HATER LINE -~ 12" BAGK OF HALK (TYPIGAL) VERIFY EXACT LOCATION IN FIELD. □ ,-EXISTINB HATER LINE 12" BACK OF HALK (TYPICAL) VERIFY EXAGT LOCATION IN FIELD. SCALE: 1" = 20' GHABUSGO DRIVE DEMOLITION GALLOUTS ~ C.ONTRAC.TOR TO 5AWC.UT GONGRETE 51DEl'IALK ADJAC.ENT TO c.tlRB VARIABLE 1-'llDTH TO 4', EXISTING SIDEWALK TO REMAIN (PROTEG T IN PLAGEJ 0 EXl5TIN5 51DEl'IALK TO-REMAIN AND PROTEC.T. (MIN. OF e,• 1-'llDE 51DEWALK) t.\ EX15TIN5 51DEl'IALK AC.C.E55 TO REMAIN AND \::,J PROTEC.T. © EX15TIN5 PARKWAY TO REMAIN AND PROTEC.T. II II OU 0 1-- -o + I ITT . -N 4 11 1--:SC l/1 If) 11 II APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR DATE ________ _ SCALE: 1 " = 20' c:, - Q --a II APPROVAL R[COMMENDED UTILITIES DIRECTOR R.C.E. No. 51056 DATE _______ _ 0 0$ 0 t--0 <( Do 0 0 0 + I 0..1 c.o N -1 .'.\ w <C ,lb t--ooo (f] (/) 11 SCALE: 1" = 20' APPROVAL R[coMMENDED TRAFFIC ENGINEER R.C.E. NO. 455210 DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 DESIGNED DRAWN DATE ________ 1-,-==--'T"-P-+=--=-G~G----1 CHECKED DATE RP 10.29.2008 'REF DATE 6Y & ........ .. . & ........ .. . & ··,··,--.. - & ........ .. - .. - & ....... .. - l PlE~□-vA\JN ,I I H II 1 , • II II Land!cape Architecture & Planning 2600 NEWPORT BLVD. SUITli: 130 NEWPORT BEACH ° CA 92663 P HON E1 949,675.1445 FAX: 949.675.9992 The= oflhe,e plans & specific11t10ns shall be restri<,-t,,<l lo the origmal site for which they were prepared and publicat1on lhemof '-" o;xpressly lim.Jted tn such """'· Reproduction,. publication m re-ll5e by onymethod, in whole or 1n part, without the express c,msrnl of Peridi:i.n is prohibited. Title to fuese plans and i;pecifica!ionsremain in Peridum without prejudice. Visual contact wilh these plans and ,spec1flcat10ns ~hall conshtule pl"lma fac1e eV!dence of the acceptance oflhesc: restrictmns. DESC.RIPTION OF R.EVl510N7 Af'PV. C-3865 DEMOLITION PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHEET 4 QI' 15 <---... V D <( () Ci w w ~ [() I: <( 7 -•4-----· '~,"<:. ·--·· .......... .i.. D D -" ·NERAL IRRl5ATION NOTF<;. I. I ..... LL MAINLINE PIPING AND C.ONTROL HtRES UNDER PAVIN5 SHALL BE INSTALLED IN SEPARATE SLEEVES. ALL SLfEVIN6 SIZES SHALL BE AS INDIC.ATED ON THE PLANS. ALL SLEEVES SHALL BE AT A DEPTH OF Ie,• MINIMUM BELOV'l SUB eRADE. 2. I ALL LATERAL LINE PIPING UNDER PAVIN6 SHALL BE P\/C, SC,HEDIJLE 40 AND SHALL BE INSTALLED PRIOR TO P4v1NG. THE PIPING SHALL BE A MINIMUM OF 12" BELOH SUB eRADE. 3.1 PIPE SIZES SHALL CONFORM TO TI--105-E SHOWN ON THE DRAWINGS. NO 5U65TITUTION5 OF SMALLER PIPE SIZES SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMA5ED AND --RE'JEGTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF THE'REJEGTION. -4. I ALL SPRINKLER HEADS SHALL BE SET FeRPENDIGULAR TO FINISH eRADE UNLESS OTHERWISE SPECIFIED OR DIRECTED. 5.1 THIS DESIGN IS DIAGRAMMATIC,. ALL PIPIN5, VALVES, OR OTHER SIMILAR APPURTENANCES SHOWN IN PAVED AREAS 15 FOR DESIGN ANO GRAPHIC. GLARIFIGATION AND SHALL BE INSTALLED IN IRRIGATED PLANTIN6 AREAS. ""HEREVER POSSIBLE INSTALL ALL VALVES AND OOXES IN SHRUB AREAS AND NOT IN TURF AREAS. 6. I IT rs THE--RESPONSIBILITY OF THE ?RR.IGATION GONTRACTOR TO FAMILIARIZE HIMSELF lflllTH ALL BRADE DIJFFERENGES, LOC,ATION OF l,,,IALLS, RETAINING WALLS, 5"fRUG.TURE5 AND UTILITIES OF THE SITE. WORDINATE ~~~M~i; _g~~~RT:tg~R~fpfZi:~~.(t~~g~~~igc,~T~~N~~~~:o:ION OF ALL 1RRl0ATION "1, loo NOT HILLFULL -r INSTALL THE IRRIGATION SYSTEM ~HEN IT 1s oevIous THAT THE FIELD GON.DITIONS VARY FROM THE DRAV'IIN65 AND THAT UNKNOWN 0651'RUGTION5, GRADE DIFFERENGE5 OR DIFFERENCES IN THE A-REA Dl~EN510N5 EXIST THAT HAVE NOT BEEN INDJC.ATED ON THE ENtSINEERING. 9.JC..H ITEMS SHALL BE 6ROl.16HT TO THE ATTENTION OF THE OV'INER'S AUTHORIZED--REPRE5ENTATIVE. A55UME FULL --RE5PONS!BILITY FOR ANY NEI' ESSARY-REVISIONS IN THE EVENT THAT THIS NOTIFICATION 15 NOT HEEDED. e,_ FLUSH AND ADJJ5T ALL SPRINKLER HEADS AND VALVES FOR THEIR OPTIMUM OPERATION. q_ THE tRRl6ATION SYSTEM DE5I6'N 15 6A5ED ON A MINIM.IM OPERATIN5 PRE551JRE OF 15 PSI AND A MAXIMUM FL H DEMAND OF 26 GPM. VERIFY 11-JATER PRESSURES PRIOR TO C,ONSTRIJC.TION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRE5SURE 5HO~ ON THE PL.ANS AND THE PRE5St/R.E READING IN THE FIELD TO THE O~ER'S AUTHoRIZED'REPRESENTATIVE. 10:I__ALL IRRIGATION EGIJIPMENT NOT OTHERl,',IISE DETAILED OR SPEGIFIED HEREIN SHALL BE INSTALLED PER THE M, NUFAGTIJRER'S--REGOMMENDATIONS AND 5PEC.IFIGATIONS. II. [REFER TO THE SPEC.IFIGATJONS FOR ADDITIONAL DETAILED INFORMATION, EAST COAST HIGHHAY -- ... ,··· ·-· -·-· -~-.. . .. ........ ½'/ '-½" l'----1" ,~1¼' __:_ ________ -'-__________ _L_ __________ -'---------i---'------ 5--_Et1...fu. --5 ------ I 1\ BONNIE DOONE TERRACE \ 5/4"/ -------------- EAST COAST H16HWAY < '(/1 ······-··· .. c..Y2:,sr)" - ~½· '½' ..... -· _____ , ........ 0 0 ci 0 + "<I- <( i f--' l/1 ' 0 f-- 0 :r: c:i Cl m __j + "' >----w w <( ll:'. f--f-- (f) (f) j ••••••• , -····' "····-·-----· ........ ·····---. -----"·" --.L.. ___ J ... IRRl5ATION LE5END SYMBOL TORO TORO TORO TORO TORO TORO TORO eRIS~OLD 'RAINBIRD MAT<-0 MODEL N.JMBER/ DESC-RIPTION 510ZPRX-12P-C.OM 510ZF'RX-12P-C.OM 510ZPRX-12P-C,OM 5'10zPRX-12P-C,OM 5'10ZPRX-12P-GOM 510ZPRX-12P•GOM 510ZFRX-12P·GOM DW-PRV~EMOTE CONTROL VALVE 33DL'RG, 3/4" GIJIC.-K. C.OUF'LER 154 SERIES FULL PORT BALL VALVE METe-R 20 20 20 20 20 20 20 GPM RADIU5 1.4 ., 10 b .4 .I .I 14 FT 14 FT 12 FT 10 FT 5 FT 5 FT PVG C.L. 315 MAINLINE: SIZE ..2" AND LAR5ER, va:{IFY EXAGT LOC.ATION IN FJELD PVC SC.H. 40 MAINLINE; SIZE I l/.2Q AND SMALLeR, VERIFY EXAGT LOCATION IN FIELD PVC. SC.H. 40 LATERAL LINE: SEE A.AN FOR SIZE NOZZLE I0-H t}-H 5-H 5-G ====== APPROVED EXISTING EXISTIN5 APPROVED APF"ROVED P-./G SC.H. 40 MAINLINE 51..EEVEi.2 AT EAGH LOC.ATION.2X THE DIA OF PIPE TO BE SLEEVED VALVE/ C.ONTROLLER SEC:UENCE • ~ VALVE 51ZE -------GPM REMARKS SEE DETAIL A. SHEET LA-ID-0I 5EE DETAIL A, SHEET LA·ID-0I 5EE DETAIL A, SHEET LA·ID-0I SfE DETAIL A, SHEET LA-ID-0I SEE DETAIL A, SHEET LA·ID--0I 5eE DETAIL A, 5HEET LA-I0-0I 5EE DETAIL A, SHEET LA-ID-0I SEE DETAIL C, SHEET LA-ID-0I SEE DETAIL 6, SHEET LA-ID-0I SEE DETAIL D, SHEET LA•ID-0I 51:E DETAIL E, SHEET LA-ID-0I SEE DETAIL E, SHEET LA-ID-0I SEE DETAIL E, SHEET LA-ID-0I SEE NOTE5 I, 2 .... 'M" . -------- -- ENLARGED VIEJA! (TYP.) -REMOTE CONT-ROL TO SYSTEM '--'1 VALVE-Ej QUICK COUPLER ------CD I 7 BALL VALVE ------- 1 .i. s--EXISTIN~~AINLINE---s NTS APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR DATE _______ _ 5--_E9...fu. --5 SCALE: I"= 20' ffi SCALE: I"= 20' ffi SCALE: I"= 20' APPROVAL RECOMMENDED APPROVAL RECOMMENDED REVIEyycD DATE UTILITIES DIRECTOR R.C.E. NO, 51056 -----------DATE TRAFFIC ENGINEER R.C,E. NO, 455210 ----------- PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 DATE DESIGNED DRAWN TP GG CHECKED DATE RP 10.29.2008 -REF DA.TE BY £ --.--.-- £ --.--.----- II II If I I ,,1 Land5cape Arcblteclnre & Flanning 2600 NEWPORT BLVD. SUITE 130 NEWPORT BEACH ° CA 92663 p II ONE: 949.675.2445 FA Xi 949.67S.9992 The use of these phun & specuicatlons shall bercstnckd to lhe original site for which they were prepared and pub!i~11tJun thereof is ell.pressly limited to such use. Reproducl!on,. publication or ro-u,e by any melhod, in whole or ln part, without the express consent ofPend1~n is pmhibikd. Title to lhese p!ans and spec1ficalionsremain in Peridian without prejmlice. Vi..~UDl crmlact with these plans and spec1ficauons sball coostltute pnma fac1e eVld::nce oflhe acceptance ofthesen:stnctrons. Df5GRIPTION Of REVl510N5 Aff''O. C-3865 IRRIGATION PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHEET 5 or 1 5 l D ------□ D D II - ( ) □ _ PROTECT IN PLA E.ST. .. _____ .... ····------STREET LIGHT CONDUIT CROSSING c.( y;~ ¾:/ '--~; , ¾' \ ½; '>---w --~r :_-L. ---···---·---···-- 11/.i 5---f ~CIL -5 _____ ..... __ _. .. -•··-""""-·· ----- -----.. -- EAST COAST Hl6HJAIAY -__________ _ ! I I ql \. __ ) ,,~ ~-C O, I 1 'c::;, ~~i"~·½ !f\ ['.,, .. (.!) ····--···~·-· ----------- ... -i .... / c.-() C) ;-- I 5-----'Es.v-j m_ L-····· -r:\ \ B/4''/ 11 ----.. -....... ,.., ____________ _ ........... ,; ===~=-···· -- -5 BONNIE DOONE TERRACE ----·----•• -······•-•<. .-. ..... ·----------- / II \ \ I" I .21 ~ ----1 ···-· -........... . ····-·· BONNIE DOONE TERRACE ---······ -----···•, ..... IRRICSATION LE6END MF6. TORO TORO TORO TORO TORO TORO TORO c9RISW:,LD "RAINBfRD MATCO MODEL 1'1.MBER/ DEeG-RIPTION 570ZPRX-l2P-GOM 510ZPRX-l2P-GOM 570ZPRX-l2P-C.OM 570ZPRx-l2P-GOM 510zPRX-l2P-GOM 510ZPRX-1.2P-GOM 510ZPRX-1.2P-GOM DW·P'RV'~MOTE C.ONTROL VALVE 33DL'RG, 3/4M GUlc:.K. COUPLER 75-4 S~IES FULL PORT BALL VALVE METER. PSI 20 20 20 6PM 'RADIUS 1.4 14 FT .1 14 FT I.O t2 FT 20 b 20 ,4 ro FT e FT ; FT ; FT :20 ,I 20 .I PVC. C.L. 315 MAINLINE; StZE 2' AND LARceR, V'ERIF'f EXAG-T LOGATION IN FIELD PVC-SC.H. 40 MAINLINE; SIZE I 112" AND SMALLER, VERIFY EXACT LOCATION IN FIELD PVC SCH, 40 LATERAL Lit.IE; SEE PL.AN FOR SIZE NOZZLE 15-H 15-GI 12-H 10-H e-H S-H ,-a ------------ APPROVED EXl:ITIN6 EXISTING APPROVED APPROVED PVC SCH. 40 MAINLINE SLEEVE:.2 AT EAGH LOCATION.2X THE DIA. OF PIPE TO BE SLEEVED § VALVE/ CONTROLLER: 5EG'I.JENC,E b'~-------:VE SIZE ·, ... _ ............... __ _ SEE DETAIL A, SHEET LA-10-01 SEE DETAIL A, SHEET LA-ID-01 SEE DETAIL A, SHEET LA-1D-OI SEE DETAIL A. SHEET LA·ID-01 SEE DETAIL A, SHEET LA-10--01 SEE DETAIL A. SHEET LA-10-01 SEE DETAIL A. SHEET LA-10-01 SEE DETAIL C., SHEET LA-ID-01 SEE DETAIL B, SHEET LA-ID-01 SEE DETAIL 0, SHEET LA-JD-01 5EE DETAIL E, SHEET LA·ID-01 SEE DETAIL E, SHEET LA·ID-01 SEE DETAIL E, SHEET LA-ID-01 SEE NOTES I, .2 - 1 - ... -· ------- <f I. f· , ;c;: (/) - - ' .. " .•• 1 .. .. . ·.' ' <- lo <. ii ,--~ i ::.:t, 0 z i-J u 0 f-- C1 1 <::: ('.,j ('-..j s;.) -c- ··········---- ' ! EAsrc OAsr H16HJ,,./Ay () . -L.: ----··-----·-· !L • 0 0 "' rD +, 0 ,.J c::: ; .. ._ c1i< , .. + (0 -----------·-----,...~ /13 \ <( z ll.l ~> <( 01'. l:l:'.D \ B/4"/ -6 ~ APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR DATE _______ _ SCALE: 1 " = 20' APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C.E. NO. 51056 DATE _______ _ SCALE: 1 " = 20' APPROVAL RECOMMENDED TRAFFIC ENGl~EER R.C.E. f!O, 455210 REVIEncO DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 DESIGNED DRAWN DATE ________ 1-=:==---'T'-Pt-=-G~G'-_ CHECKED DATE RP 10.29.2008 "REF DA1E BY -.•-.•· --- --.--.---- --1-- --.••.•· --- --.--.---- IP1B~[]lA\JN , 1 Ii Laodacape Architecture & Planning 2600 NEWPORT IlLVD. SUITE 130 NEWPORT DEACII ~ CA 92fi63 P II ONE: 949.675,2445 FAX: 949.675.9992 The u_se of these plsns & spcci:ficlllions shall bere.<;trict,,d to the original s11e for which they wm: prepami and puhlicat1on then,.of i,i expres-ily lnmtcd to such uoo. Reproduction, publication or re-use by anymelhod, in whole or inp.irt, w1!hout the expresil consi:nt ofPeridian is prohib,1ed. Title to these pl ens 11nd spec,fkatioru; remain in Perid.ian wilhaut prejudice. Vi.<;ua] contact wnh these plans and specifications shall conslilule pruna fac1e evidence of the acceptance of these n::sbicbons. DE;,C;RIPTION OF RfV15ION5 APP'D. C-3865 IRRIGATION PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5941-S SHEET 6 o; 15 '- □ D D ©0 1:u □ ~□ cno wo ~□ I IJ.I D 2 Ji □ io ~□ a □ D D \ ; \ \ \ ' \ ' ]_) \ ' - ; ; - I ' I; I ' ½"J -' _,.,--... ----· ---·-, .. ---;-~· .. ·· ~-c==···=-_= ...... -===-·=· .. = .... ::::::::-;:--= -=···· _=_, .. ,=. =·-==~k~---· ~·-.. -~·· -'•~·· f~F,m..._~·-~---~·· ""7")~j=~II 16 \ 0 t--0 I LO 0 :,: _J ----~---········ .. - r---t--ow w <( 0-: t--t-- Vl Vl 16 - EAST COAST HIGHWAY ......... ···~····-·····-··-···· ··-·--8 .. p···· I (JJ (.'.) n :::; + OJ r- Ow w <( 0:: t--r- Vl Vl ----··-· ..., _ .... _.,._ ------1-----------. ------- - -- - --__________ - - ½[ _/ '---½' ½ ,.__,, '---½. ; ········1"=::::f'f----f--,---------------------+--+------------I'!./+------------+--- ,~~~=·. .. .5::::""=. ==~f8_CTL~~--5=--· '====== .. --=-.. ·--~--···· _ -~···-·_------'---, 1 -5 C, ' PROTECT IN PLACE Sl I D STREET LIGHT CONDUIT CROpSING-----, o >-- -____ o 'E-----"----- 11 ,n1--------------,----'+;-----~~,'--,--s,:,-'---------,□: ~OD lu : t:J '[J EAST COAST c r' <e o-: r, ~OD HIGHWAY :~ x.~ ~~ " ½ v• [;. r ½\ □'$ __ , n ~ L .--... "". .......... " -......... ·-··---· ··~···· --ii cP __ ~--~== CHABUSCO DRIVE IRRlcSATION LE5END [BJ MF5. TORO TORO TORO TO"° TORO TORO TORO eRISWOLD ""RAINBtRD MATGO 120' I" Ii - MODEL Nt.Jl',,t6ER/ DE5C,RIPTION 51OZPR:X-l2P-C.OM 51OZPR:X-L2P-COM 51OZPRX-l2P-COM 51OZPRX-l2P-C.OM 51OZPRx-l2P·COM 51OZPRX-12P-C.OM 51OZPRX-12P·C.OM Dl•H~.V"REMOTE GON.1'ROL VALVE 33DL"RC., 3/-4" GUIGK GOUPLeR 154 SERIES. FULL PORT BALL VALVE METER 20 20 20 20 20 20 20 6PM RADIUS ,,. ,1 10 ,. ,4 -' ,I '4 FT '4 FT 12 FT 10 FT 8 FT 5 FT 5 FT PVC, GL. 315 MAINLINE; SIZE 2" AND LARGER, VERIFY" EXAC.T LOCATION. IN FIELD P'VG-!:.GH. 40 MAINLINE; 51ZE I 1/..2' AND SMALLER. veRIF"T'" EXAc.T LOCATION IN FIELD PVC, !:.GH. 40 LATERAL LINE; SEE PLAN FOR STZE NOZZLE 12·H 1O-H 8-H 5•H 5·G ------------ APPROVED EX15TIN5 EXISTIN5 APPROVED APl"ROVEO PVC. SC.H. 40 MAINLINE 51..EEVE:2 AT EAG-H LOC,ATION.:2X rnE DIA. OF PIPE TO SE SLEEVED SCALE: 1 " = 20' VALVE/ .CONTROLLER S-EGIUENC.E " ------VALVE51Zc ______ ,,,.., ii ... .Ji REMARl<S SEE DETAIL A, SHEET LA·!D-01 SEE DETAIL A, SHEET LA-1O-01 SEE DETAIL A, SHEET LA-ID-01 SEE DETAIL A, 5HEET LA-ID-01 SEE DETAIL A. SHEET LA-1O-01 SEE DETAIL A, SHEET LA-ID-01 SEE DETAIL A, SHEET LA-ID-01 SEE DETAIL G-. SHEET LA-ro-or SEE DETAIL 6, SHEET LA-ID-01 5EE DETAIL D, SHEET LA-ID-01 SEE DETAIL E, 5HEET LA-ID-01 SEE DETAIL E, SHEET LA-ID-01 SEE DETAIL E, SHEET LA-ID-01 SEE NOTES 1,2 1,• / '-.-11" Yi-12 ........... l'--111 16 - 5- .. o ··1- 0 I 0 (.'.) LO :::; + 0) t--ow w <( 0-: t--t-- Vl Vl Ill C-· c, -... -_-_-_.-_----- ---+,--. ,---J::' .... .... -- ·--·-·---~----1 ~o ,......., ········--1~----0 "' f3:~ l; .t~:-• ,__ + 0 <( t--V) SCALE: 1 " = 20' S.W, TC F?U/.1\!\ SCALE: 1" = 20' -- -----·· D D D g$ -Pf?. ~ C, -----i ------• ---• -• -• -• ----. -½~; ; ✓ • --• -• -¾:.: :._~-• --¾'_.)Of~ I --------+--------i:¼'..,,1----------0'f;> ·---······ ·---··· APPROVAL RECOMMENDED GE~ERAL SERVICES DIRECTOR DATE, _______ _ APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C,E. No. 51056 DATE _______ _ 5-~( l=i ill,_ ---5 p~ 11'=! ==~□ ::::i :c /21 \ \ I" / 25 ®~ ro □~ □~ D D SCALE: 1 " = 20' D APPROVAL RECOMMENDED TRAFFIC E~Gl~EER R.C,E. No, 455210 DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 DESIGNED DRA\YN DATE _________ f-==,=----~TP-+==----G~G __ CHECKED DATE RP 10.29.2008 ITJ18~II]lA\JNJ ' " ,1 II I Land9cape Archlteeturc & PlanniDg 2600 NEWPORT BLVD. SUITE 130 NEWPORT IlEACII ~ CA 92663 P II o NE: 949.675.2445 FAX: 949.675.9992 The use of these plans & specifications shall be restncloo to the original site for which they w= prepaml and publication thereof ill expressly limited to such use. Reproduction, publication or re-use by any:method, in whole or m part, w11hout the exprcnconsrnt ofPeridian is prnhibited. Tille to lhese plans aml :<poc1ficatians ronain in Peridian without prejud10::. Vistml cuntn.ct with lhese plans and specificatloos shall constilute pruna fac1e e\'idence of the acceptance of these restriclloDS. . C-3865 IRRIGATION PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SH!ET 7 or 1 5 V' D <( C) {l'. w w ~ a:i }:: <( 7 0 0 0 0 wo IJJ I '~-----j ! --- ------······· o\ Oi ci 1 01 +, c--i ..,----i -<( : f-\ 1/l • i ..,,--:::,, II 5ENERAL PLA TING LE5END :::..,, II I. MAINTAIN A GUALIFIEI 9.IPERVISOR ON THE SITE AT ALL TIMES OUR.ING C,ON51'RI.JC.TION THROUGH COMPLETION ra; PJC,K-UP HORK. 2. VERIFY ALL PLANT ~TERIAL GUANTJTIES PRIOR TO INSTALLATION. PLANT MATERIAL GUANTITIES LISTED FOR. CONVENIENCE OF C.ON1'RAC.TOR:. Ac.11.IAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER~ ANTITY DE516NATED. 3. FURNISH AND PAY F RALL CONTAINER: 6ROY-N TREES -ISHRUB5 AND MJLC.HES. BE "RESPON51BLE ANO PA FOR, PLANTINS-OF ALL PLANT MATERIALS; THE 5PEC.IFIED GUARANTEE OF ALL PLANT MATER.I LS: THE STAKING AND 6UYIN6 OF TR.EES AND THE CONTINUOUS PROTEC.TION OF ALL P ANT MATe-RIAL5 UPON THEIR ARRIVAL AT THE 51TE. 4. MIJLCH 5-HALL BE C, NTli'lJOI.JS UNDER ALL TREES AND '5HR:UB MASSES AS SHOWN ON PLAN. 5. ALL PLANT MATERl~IL SHALL BE SUB...JEC,T TO APPROVAL BY THE LANDSC-APE AR.C-HITEC.T AND/OR OHNER. PRIOR TO INSTALLATION. b. ALL BOXED TREES _HALL BE SEI EC.TED AND flPQTTED BY THE LANDSCAPE ARCHITECT OR O~ER"S"'REPRESENTAIIVE. "T. ALL SOIL PREPARA~ION SHALL BE INSTALLED AS PER THE 501L AeRONOMY"'REPQR:T TO BE PRO'v'IDED AND PAID FOR BY THE WBC.ONTRAC.TOR. THE REPORT SHALL BE IMMEDIATELY FORWARDED TO THE L~ND5C-APE ARCHITECT UPON COMPLETION. ~-FOR AREA TO BE Li NDSCAPED UNIFORMLY BROADCAST AND THORC\kSHLY INCORPORATED BY MEANS OF A ROTO ILLER OR EGUAL THE FOLLOJ,o,lJN& AMMENDMENTS 12" IN DEPTH, A ..... ,,, "''T CCR , ,...,..,.., ... ,..,, ARF F1=:i=r 6 C.U.'fDS. NITR06EN ,10l<TJFIED OR&ANIC. AMENDMENT DERIVED FROM [ FtR SAWDIJST OR CEDAR 5AWDUST OR COMPOST ( SPEC.. SYNAeRO PR:OOUC.T 1.000.242.2222 "SOIL CONDITIONER") ] 15 LBS. SOIL 5ULFUR 15 LB5. 12·12-l2 FER.Tl.,_IZER q_ EXCAVATE THE PLA! TING PITS AT LEAST THIC.E THE DIAMETe-R OF THE ROOTBALL -I FOR BOXED TREES PER THE DETAILS INDICATED BELOK THE BACKFILL MIX FOR lJ5E AROUND THE --ROOTBALL OF ALL TRl ES AND SHRlJBS SHALL GON51ST OF THE FOLLOWING FORMULA, 6 PARTS ON-SITE 501 4 PARTS BY VOLUME ReANIC. AMENDMENT PER ABOVE SOIL PREPARATION I LB/CU.YD. OF MIX 12-12-12 COMMERCIAL FERTILIZER 2 LBS/CU. YD. OF M!; 1RON SULFATE 10 LBS.ICU. YO. OF Ml~ AeRIC,tJL TuRAL G'J'"ProM I l al 01 0'1 0, +I tO ! -1 <(; 1--\ (_/) j ~1 "1 • '-< 24"/ ,_ --- _____ , .......... .. 24" II 10. THE TOP OF THE'ROOTBALL SHOULD BE AT OR 5Ll5HTLY ABOVE FINAL eRADE. I II. TO IMPR.QVE SOIL C.HEM15TRY, UNIFORMLY BLEND ,2 LBS. OF IRON Sl.11..FATE AND .2 LBS. 5"(P51.,M PER CUBIC. YARD OF BAGKFILL SOIL. HANDLE IRON SULFATE WITH C.AUTION SINCE IT 1-'1.ILL SEVERELY STAIN MOIST C.ONCR:ETE. 12. ORGANIC. MATERIAL IS NOT"REQJI-R.ED IN THE BJIIC.KF!LLr{OWEVER, THE Af'IMENDED SURFJIIC.E 5(JIL OR A SOIL BLEND C.ON515TIN6 OF NO MC>RE THAN .20SI':. BY' VOWME OR6ANG MATTeR CAN BE PLACED IN THE UPPER l2 INC..HE5 OF BACKFILL ONLY'. SOIL BELOW THIS DEPTH SHOULD NOT C.ONTAlN ANY ADDED ORG-ANIG MATTER. 13. PLAC,E 5LOH'. RELEASE FERTILIZER TABLETS IN THE UPPER 12 INCHES OF BACKFILL AT r,1ANUFAC.11.IRER'5 RECOMMENDED RATES. IF FERTILIZER AMENDED 5(JIL 15 USED AS A BACKFILL THEN THE ADDITION OF SLoi,.,i FERTILIZER TABLETS 15 NOT NEC.ESSARY. FERTILIZER TABLETS SHALL BE AaRIFORM,21 eRAM TABLETS (20-10-5) IN GUANTITIES AS FOLLOWS, I O'ALLON 5HRJJB5 -I 5 GALLON SHRUEIS·:3 BOXED TREES -I PER -1" OF SOX SIZE PLACE TABLE TS AT HALF THE DEPTH OF THE"ROOTBALL. 14. DO NOT COVER THE ORl61NAL "ROOTBALL ~ITH OTHER SOIL. GONSl'RI.IC T A TEMPORA'RY' SOIL BERM AROUND THE OUTHER EDGE OF THE ROOTBALL TO HELP CHANNEL l-1ATeR INTO THE ROOTBALL AND THE INTO 5'1RROVNDINC5 501L, 15. MAINTAIN A WEED AND TURF PREE ZONE ..l!5T BEYOND THE DIAMETER OF THE PLANTINe" HOLE. PLAC.E A,2-4 INGH DEEP LAYER OF COARSE MULCH AROUND THE TREE OR 5HRU6; KEEP 1"1JLC,H A MINIMUM 4-6 INC.HES FROM TRUNK, lb. FOR 11.JRF, 5ROUNDCOVER AND MASS PLANTIN5 AREAS, UNIFORML "( eROAOCA5T 51.lLFtlR COATED UREA AT THE RATE OF 5 LBS. PER 100 5G. FT. THE FIRST AFFLIC,ATION SHOULD OCOJR APPROXIMATELY 45 DAYS AFTER FLANTIN6' HITH REPEAT APPLICATIONS EVER.'( t,O-qo DAYS OR AS 6ROWTH AND WLOR DIC.TATE. IN EARLY FALL AND SPRING, 5UB5TITlJTE A C.OMPLETE FERTILIZER SUC.H AS 16-6-8 OR EGVAL FOR THE 9.A..FIJR C.OATED UREA AT THE RATE OF b LBS. PER 1000 SG. FT. TO ENSURE C,ONTINUIN5 51PPL!Ef.> OF PHOSPHORCU5 AND POT A5SIUM. FOLLOW EACH FERTILIZATION v-llTl--f THOROU6H IRRliSATION. 11. FOR ALL 5T~ED TREES, SEE DETAIL F, SHEET LA-ID.Of. 0 0 0 0 + "' <( f-(/) EAST COAST Hl6HWAY \ 24", - BONNIE DOONE TERRACE PLANTING LEGEND TREES 11"1 24'',/ - II SYMBOL BOTANIC.AL NAME COMMON NAME BAUHINIA Pt/RAJREA Pt/RPLE ORGHID TREE 5HURB5 SYMOOL ABBREV, 5TR RE6 A6A AFR Ll5 TEX SHtJRBS BOTANIC.AL NAME f.>TRELITZIA RESINAE A5APANTI-U5 AFRICANL/5 Lle\JSTRUM TEXANIJM SYMBOL BOTANIC.AL NAME C.OMMON NAME EAST COAST Hl6HWAY o; o; ci! o· 0 1-- 0 :r: c:i ('.) Ol _J ;;; ! I-~ I [ti <t O:'. 1--f- "'. ---····- +· st ;:': I ' §Ul Ul ~/-/i, ':l,""u"","' ,, 24" 5PEC.!Flc.ATIONS REMARKS ..24" BOX 40'0.G. COMMON NAME: SIZE 'REMARKS 55 .... '•,,.,,_, BIRD OF PARADISE LIL"( OF THE NILE PRIVET I e 3'-0" TRIAN61JLAR 5PAC,IN6 I e HEAD TO HEAD 'REMARKS, GTY. C.AREX TUMULIC.OLA BERKELEY SEDGE FLATTED 4'" Ot:,. q,450 5.F. I. ALL SHRUB AND GROIJNDGOVER PLANTING TO REC.EIVE SHREDDED SARK t-n.i'LC,H.2" DEEP MJNIMJM. 2. ALL TREES TO HAVE"'"'ROOT BARRIERS INSTALLED PER DETAIL H. SHEET LA-ID.01. INSTALLED R.OOT BARRIER PER MANUFAc.TIJRES'S 5PEGS. AND THE CITY'S REGVIREMENT OF (}' FROM C.ENTERLINE OF TREE (Total of lb'). GUANTITY Gl'JANTITY 0 0 0 0 + + N <( f- (/) - 0 f-~ != ::r: LO O::: c.., co I o- +f..tn I .....J l"1 II -o t- C'>,J >-..-~ -<C 0:::: 11 0:::: I--3= -3= I-(/) 0... {/) (/) 0 0 0 (D - ..---I lO +["--. I ;'.l II ";--->--<ts II f-"' s U1 o_ [/) SCALE: 1" = 20' BONNIE DOONE TERRACE .... / II ENLARGED-VfEW(TYP,) 40' ITYP) Ill/// '/J ', '/////////// I EB (t:r .. --W -- 24'/ I J D D D D D □? l,ll'1!, 111111 '1 ·11////II///III SCALE: 1 " = 20' ~24" 30-16 L16UST-RUM TEXANUM PLANTED HEAD TO HEAD. (MAINTAIN TO A MAXIMUM HEl6HT OF 24") 40' TYPICAL PLANTING LAYOUT SCALE: 1" = 1 0' APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C.E. NO. 51056 APPROVAL RECOMMENDED TRAFFIC ENGINEER R.C,E. NO, 455210 REVlE\'{ED DATE PRINCIPAL CIVIL ENGINEER R,C.E. NO, 56980 -REF DATE Bl' --r- ITJ1E~DTA\JNJ Landscape Archlteclure & Planning 2600 NEWPORT BLVD, SUITli: 130 NEWPOR'f IiEACll ° CA 92663 PD ONE: 949.675.2445 FAX: 949.675.999'2 The use offuese plans & sr,ecificationg shall bo rcstnctcd to lhe original site for which they were prepared and publication !hereof L'I cxpn:ssly lirmted to such use. Repmduc110n, pubbcntion or re-u.se by any method, m whole or mp art, w11liout the express con..cnt of Pend.Jan is prohibited. Title to lhe~e p!ru,s and spedfications remain in Peridian without prejudice. Visual c,mlact with these plans am! ~pecificati,ms ~hall con&lltu.te pruna fuc1e e\'tdence of the acceptance of lhcse restnctmru.. DE¾RIPTION OF ~1~0N5 AF'P'D. -.. f-1---++-------------,- C-3865 PLANTING PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 DATE _________ I DATE _______ _ DESIGNED DRAl'/N DATE, --------1-c--==---'T'--P~=-G~G-~ -CHECKED DATE CITY OF NEWPORT BEACH R-5941-S SHIET 8 or 15 RP 10.29.2008 PUBLIC WORKS DEPARTMENT \ V D D o-- 0 I J I Li L!J ~□ " :iU -··· ·-'' ..... PROTECT IN PLACE SJ -----sTREET LlGITT C NDUiT~C~R~OS~S-ING~ '\. 24".., - - l I 24" o! o· ci i O! +' "1 o. <( i I-; VJ! SEE ENL.ARISED VIEW BEL.OW / ,, I ''1 - -------- b 0 0 0 + 0 ' ' i 1 \.24" T EAST COAST HIGHWAY / " 1 H1 .... 24" , 24", - II .......... ---- -------·---·· / ' 1 i'U j BONNIE DOONE TERRACE II BONNIE DOONE TERRACE '.24", - 0 0 ci 0 + I<) 0 <( f-- V) I I 24" II \,24" - II 0 u 0 f-- 0 <( ITT 0 + I N 0 N '. 24",1 I -------------------------------------------------------------"-· PL.ANTING LEGEND TREES i SYMBOL BOT AN I GAL NAME COMMON NAME BAUHINIA AJRFVREA FURPLE ORCHID TREE SHURBS SYMBOL ABBREV. E!OT ANIC.AL NAME CD @ (j) 5TR REIS 5"fRELITZIA-RE.SINAE MA APR AGAPANTHU5 AFRIC.ANJJ5 Lie, TEX LI.SUSTRUM TEXAl'llM SHURBS SYMBOL BOTANIC.AL NAME C.OMMON NAME SPEGIFIC.ATION5 .24' BOX COMMON NAME BIRD OF PAAAD15E LILY OF THE NILE PRIVET -REMARKS 40'0.C.. SIZE -REMARKS 5 e I S 3'-0' TRIANGULAR SPAGIN6 I L9 HEAD TO HEAD GTY. C.AREX TIJMULICOLA 6eRKELEY 5ED6E FLATTED 4" O.C. ,:r,450 5.F. I. ALL SHRUB AND oSROUNDC..OVER PLANTIN,s, TO RECEIVE SHREDDED BARK. MJLCH 2" DEEP MINIMUM. 2. ALL TREES TO HAVE"'ROCT BARRIERS INSTALLED PER DETAIL H, SHEET LA-ID.OJ, INSTALLED 'ROOT BARRIER PER MAN.JFAC.lURE5'5 SPECS. AND THE C-ITY'S REGUIREMENT OF 8' FROM GENTER.LINE OF TREE (Total of lb'). GUANTITY ,oe, aJANTITf 0 0 0 D + o:J 0 ;ct. Y'i '\ ~1&1rlY1 1- 24" II /u o;~ 0 ' c:i <( OJ 0 + I r-... " o,N ,~ EASTc GAST HIGHWAY I ' ' <,: ' II f-!S: (I) i ~.i ,,~ '~ : - 2 <( Ct' ::,c' 0 z, w,u 0 f-- 0 <( 0 0 O I + N N 0 -II <( s f-- 1/1 II f-0 z <( 2 C) W------- IT) 0 u o: 0 i----: C;; O-<( --tj-: r-..... ro + co + -I -0 <( f-l/) ' // 0 0 <( II t;; s ,, SCALE: 1" = 20' ENLARGED VIEW (TYP.) ) 40' (TYP.) , , i ;t f(1 "\ 1 ~~Id/// I I I/ I I/ • I I • I • I I I I I I I I I lf1) v{A )1 J/)7@7;,~/~11 '///!// / //////// 3;,,_jl ,7 30-16 Ll6VST"RUM TEXANUM PLANTED HEAD TO HEAD. (MAINTAIN TO A MAXIMUM HE16HT OF 24") 40' TYPICAL PLANTING LAYOUT SCALE: 1 " = 1 0' APPROVAL RECO¥MENDED GENERAL SERVICES DIRECTOR APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C.E. No. 51056 APPROVAL RECOMMENDED TRAFFIC ENG1NEER R.C.E. N□. 455210 24 , ~ i-n½l SCALE: 1" = 20' DATE PRINCIPAL CIVIL ENGINEER R.C.E. No. 56980 DATE, _______ _ DATE _______ _ DESIGNED DRAWN DATE, ________ 1-::,-==--'T'-P-t::-=--'G"-'G'--- CHECKED DATE RP I 0.29.2008 -REF DATE 6Y & ""•"","" -· - ~~DTA\JN I 11 It 11 I "" ' \\ II II Landscape Archltllcture & Planning 1600 NEWPORT BLVD. SUITE 130 NEWPORT DEACII u CA 91663 PHONE: 949.675.2445 FAX: 949.675.9992 The use ufthese plem & specificntioos shall borcslricted to the ongmal site for which they were prepared ruid puh!icati□n thereof i,, expressly limited to sucb use. Reproduction, publication or re-use by any method, in whole or in part, without the expres~coosent ofPcndJan is prohibited. Tille lo lhese plans 1111d spocifical:mnsremain in Perid1an wilhmJt ptt,judi~. Visual contact with these pfans and specifications ~hall constltut: pnma fac1e evidence □flhe acceptance ofthesem;!ncbo11'i. DE:!;<;RIPTION Of Rf:Vl510NS APF'D. C-3865 PLANTING PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHIH 9 OF 1 5 \ - :iD :c ~u a □ D D D - : · 1n1 , '\...24"_.... II I w :0 lIJ .<( Z()l -Ol ('.:i; w --I- -- \. 24"_,, 11 0 0 ci 0 + 0 0 <( r- V/ 0 r-C! · · --r---·---· N('.) (XJ :J 0 I N II 3 + Lf) r- 0 W w <.( Cl:: r-f- (/) (/) ....... ---- 0 l/) o, oo 01 +n <D II 0 >- <( 3c ,. l/) '-" 1 l i1 c PROTECT IN PLACE ST. _ 0 STREET LIGHT CONDUIT CRO,SING 1 ,J EAST COAST HIGHWAY - - EAST COAST HIGHWAY ,24"/ - ,24" - 11 II 0 f-__ o =------ LD ('.) ,..., _J + r--.. r- -w w <( Cl:: r-f- (/] (/) ,---....,,, 1w·1 s l/) wD '~"/ 24 '2V IJ.. -no -?. =;:i=n--u------..,.-----___j ______ -40 !:: ::cru.==============;i a / S.W. TO , REMAIN 0 0 • 0 r- ci <( Oo + I 801 <( II cc 3 / Ulj'-"', EAST COAST HIGHWAY 24" \.24" II ' 0 I N ,---....,,, ~· 1 lif1 '2V 11 !24" 0 r-0 I Lf) ('.) - :;: _J r--.. r-ow w <.( Cl:: f-r-(/) (/) - u 0 • 0 f-----O ~ O I-----~ ~--·:..:t: I'll G 80 m -l + I + U ~ N N-. -u.. u.. <.( <.( r-Cl:: (/) r- II <.( II f-s (I) (/) , 24"/ - II ,---....,,, 1l1:f1 0 I N 24" - II 0 0 c-' ~-<( o,~ 00 + I '1-. s---i~ <.r:. II .--i..>- / ll)i <-0\ • 1.!,(1 '2V CHABUSCO DRIVE PLANTIN& LE,;SEND TREES SYMBOL BOTANIC.AL NAME GOMMON NAME BAUHINIA PURPUREA Pt:IRPLE ORG-HID TREE SHURBS 5YM60L ABBREV. BOTANIC.AL NAME STR RES 5TRELITZIA--REC.S-1NAE A6A AFR A6APANTHU5 AFRICAN.JS Lits-TEX LIG(J5TRUM TEXANUM SHURBS SYMBOL BOT ANIC,AL NAME COMMON NAME 5PEG-IFIGATION5 .24" BOX GOMMON NAME BIRD OF PARADISE LILY OF THE NILE PRIVET REMARKS, - -·-~ 8 -f-= ·-------------------------- I lO ('.) n -+ ...J (XJ r- 0 w w <.( Cl:: r-f- (/] (/) l'"I "\ ij 11'(·1 ' --REMARKS 40'0L. SIZE REMARKS 55 24" II I 5 3'-0" TRIANGULAR SPACING I 5-HEAD TO HEAD arr. C.AREX TUMJLIC.OLA BERl<ELEY 5ED6€ FLATTED 4° OL. q,450 S.F. tlQlli I. ALL 5!-IRUB AND 6ROIJNDGOVER PLANTINe TO REC.EIVE SHREDDED BARK MULCH :2" DEEP MINIMUM. ~ D:i ~□ . . • .. ® 0 CHUBASCO DRIVE ~- 2. ALL TREES TO HAVE""ROOT BARRIERS INSTALLED PER DETAIL H, 5HEET LA-ID.01, INSTALLED --ROOT BARRIER PER MANUFAC.ruRES'S 5PECS. AND THE CITY'S REGUIREMENT OF e· FROM CENTERLINE OF TREE (Totol of 16'). SCALE: I " = 20' u 0 • 0 "c 0 .« o·o + I ciN <( II r-3 VI l/l ,,,----...._ • 1 w1 24" QUANTITY 108 QIJANTITY 21• - ' N II s 0 l/) 0 oo 01 +n °' II 0 >- <( s r-',c V, 0. <.( II r-s l/) (/) " \.24" II 24" .. C). f----- 0 I 0 ('.) Lf) :J + 0) r-ow w <.( Cl:: r-f- (/) (/) u 0 • 0 r-. <( o,~ O'o + I 'C .• o.N ·-<:( ! II 1----;> ,M ,24".,. C II , II !3 il/) oi Qi~ r-..: (O _, +·n '" II 0 >- <( !~ t,; :~ ' 0 I N II 3 0 V, o, oo o I +,.,., o II ->-.,: 3 r-"' l/) 0. "'"~1 m / I / " I 1 - SEE ENLAR&ED VIEW BELOW " --------····· / SCALE: 1 " "" 20' .. u -~--_,,, OJ '~-~..._ __ 0 + 0 <.( r- (/] / / S.W. TO REMAIN ,----.., ""'""t.11111111/1// llll0 l!II.IJI/I/I//I I □~ i I I Ow CJ) l.!.I --□~ / -□~ □~ Di« □a D D -REF DAlE ElY & ••.•·.·· .. . IlJ1EJ~[]TA\JN I It , • I.,,, , ·I Landscape Architecture & Planning 2600 :'.'l"EWPORT BLVD. SUITE 130 NEWPORT DEACII ° CA 92663 P II ONE: 949.675.2445 FAX: 949.675.9!1n The usa of thc><e phms & specifications shall be resbiclcd to th.., original sile for which they were prq,ared and puhk~tum thereof is e1.pn,ssly hrmb:d to such use. Reproduclion, publication or re-use by any method, 1Il whole or 111 part, w11hout the cr.prc.~s c,mscrit of Pend.Jan 1s pn1hibited. Title to these plan$ and spec1fical10nsremain in Peridian withm1I prejudic.e. Vi.~ual contact with these plans aml specifications sllall conslltute pruna facie evidence of the acci:pt:mce of these restnctlcins. DE5GRIPTION OF REYl510H5 AF?V. l. & . '" ~ •, ~ F&c+' .. "" ... ~ ... +'-::+.---------------t----1 ---..;:::: - 1 ·11111m1 "--2: (/)~&+·=·---~·-=-i=.~-----------+-----1 n...!.& ........ . -l--+--+--+-------------------t-----1 □~ o._ . .1,--,-.. O I '"' ('.) -_J + Lf) r- -w w <.( 0-: r-r- (/) l/) >--------, ·1 "1 11 , ·1 u 1 ,24"..1 - II 11 u 0 c-' 0 • ci <( 0 0 + I CO N _. II SCALE: 1" = 20' C, " ' ' " ·1 24" Uw I ow r,=11 ===s,11.!=1 ===LI~ uo □~ □~ ENLARGED VIEW (TYP.) a D ! 40' (TYP.l SCALE: I " =" 20' D 1 '{ ,lj//// 'Ill!/ II ~Ill ·11 r 3 ,:-1 ·'"' 7 /; II/Ill I 24" I I J / \_ ·111111/11 30-IG LIGUST-RUM TEXANUM PLANTED HEAD TO HEAD. (MAINTAIN TO A MAXIMUM HEIGHT OF 24") 40' TYPICAL PLANTING LAYOUT SCALE: I " = 1 0' APPROVAL RECOMMENDED GENERAL SERI/ICES DIRECTOR APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C.E. No. 51056 APPROVAL RECOMMENDED TRAFFIC ENGINEER R.C.E. NO. 455210 REI/IEWt.D DATE PRINCIPAL CII/IL ENGINEER R. C.E. No, 56980 DATE ________ _ DESIGNED DRA~ DATE _________ 1 DATE _________ 1--,.,,...,.,,,,...-T~P-t:c=:-~G~G--1 CHECKED DATE RP 10.29.2008 C-3865 PLANTING PLAN IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEVVPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHtET 1 QOF 1 5 V / ?"MIN >---~--+i z L ., ,:st ., ~i{,: ril' I ·, . ---· -. ; ···-· ' ' . SIDEJ/'.IALK, CURB, ETC.. 12" POP-UP SHRUB HEAD FINISH GRADE. PVC SCH. 80 NIPPLE; LENGTH AS-REQUIRED. MA'RLEX STREET ELL (2). PVC LATERAL LINE . PVC. LATERAL LINE FITTING. 12" PVC. SCH. 80 NIPPLE. PVC SCH. 40 ELL. ' ,, GREEN IN COLOR 10" ROUND PLASTIC. VALVE BOX AND LID WITH "Q.C." EMBOSSED INTO LID (2" MIN. HIGH). NOTE, I. INSTALL ALL WIRE PER LOCAL GODE. 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VAL VE BOX (lo WRAPS AROUND A l/2"d> ID TAGS NUMBERED TO MATCH PLANS PIPE). 3. EMBOSS VALVE BOX LID WITH VAL VE NUMBER, MIN. 2" HIGH ~-AMETEK NO. 10-130-001 eREEN IN COLOR PLASTIC VALVE BOX WITH 4. ALL VALVE BOXES SHALL BE LOCATED IN THE eROUNDGOVER NO, 10-130-041 GREEN LOCKING COVER. AREAS ADJACENT TO THE FINISH GRADE SIDEWALK. z , REMOTE CONTROL VAL VE, GREEN ' 'S;';" / ff,~ IN COLOR. ~ • ff/° 0.~tJ ,.¼ __.---PVC SCH. 80 MALE ADAPTER. ~["1 L! 17'1' .--PVC. SCH. 80 NIPPLE (TYP). -; ;§ ,rw,.o1~ ~ ~---PVC SCH. 80 MALE ADAPTER. ~ ' I l ll,4 i .-----H. " , -:;::;-v------3/4d> PEA GRAVEL; I GU. FT. MIN. -' /'J,""· . ;;;;itx"'&l,'0 , ~ __.--PV e, PI PE ~~eil\i! <._'R'~.i$.~· sit. ,",_____, ---PVC SLIP FITTING 1~-:.<: 1<:2-i;;'<s:~.:S .. ~ 3':::..S, '__,, CONTROL WIRE ri I COMMON WIRE TQ • • • •• • u ;/, /f·'.,<-1/A'<:;•yZv'iv••«:-;,y ••• "'-._ -CONTROL WIRE SPRINKLERS ·• ' • • "--PVC MAINLINE \. /A) ..l.. p SHRUB POr-U N.T.S. ~ B) QUIGK GOUPLER N.T.S. , G) REMOTE GONTROL VALVE N.T.S. / ~----ROUND PLASTIC VALVE BOX WITH LOCKING COVER BY AMETEK OR APPROVED EQUAL • • ~ ~,,~=-::-•. =_IT';:.-::: .• ::, ,::::,;,c "u..,..-+--------" ,=,..,.1=rn=: IUc:U,,;, ;llfl1lli.ll_§ FINISH GRADE z I: OJ - . iii'~ iJ'i' i ':!:~ rnt1?·r-1~1 I!= I::. ····-·1 ~ ~ :.U~-;1 r-t-+,-p*"··*·, -----BALL VALVE; LINE SIZE p.J;,·-. ._! ~-t-,-___ , +·~'"'"~::::W~t-------VAL VE BOX EXTENSION; LENGTH AS REQUIRED MAIN SUPPLY, LATERAL MAIN SUPPLY LATERAL 120 VOLT V'IIRIN6 AND V'IIRIN6 • 2~" AND SMALLER, 18" . 3" AND LAR6ER, 24" ),· ' Cl ALL MAINLINE SHALL BE INSTALLED PER MF6'S. SPECIFICATIONS. TAPE AND BUNDLE lt>llRIN6 AT IOFT !l O.C,. MAXIMUM. /"' SNAKE ALL PLASTIC___,/ --w PIPE INTO TRENCHES NOTE, AS SHOJl>lN. LATERALS, MAINLINE a SLEEVES TO BE Pl:!RPLE ALERT LINE INSTALL ALL 120 VOLT lt>ltRE IN CONDUIT PER LOCAL CODE. r-- PROVIDE A 20" LOOP IN v-llRE AT ALL CHAN6ES OF DIRECTION 6REA TER THAN 30'. 'REMOVE TIES AFTER ALL CONNECTIONS HAYE BEEN MADE. PREVAILIN6 -- WIND 0 PLAN SECTION 0 2. 2· DIA X 10' LODeE POLE PINE STAKE. e,, EXISTINe SOIL. ~~t§.i1zs.fEEP GLEl'<R OF-ROOT BALL. "I. I" COMPACTED AMENDED BACKFILL. 3. 'ROOT G'ROWN AT ORl01NAL LINE OF (SEE SPEGSJ SLOPE. 10, VERTICAL DRAIN HOLE (6" DIA. 4. 1-'lA TER BASIN 3" MIN, DEPTH, AFTER INITIAL WATERINe BY HOSE. REMOVE BASIN IN LAWN AREAS. 5, BERM FILL 6. PLANT TABLETS. (SEE SPEGSJ X 6' DEPTH) USE CORK SCREW AUGER TO EXCAVATE DRAIN HOLES AND FILL W/ PREPl'<RED BACKFILL MIX 11. I" DEPTH AT MULCH, MAINTAIN I" GLEl'<RANGE AT'ROOT GROWN. REF DATE BY & ......... . llJ1EJ~lDllA\JN1 .,, I' II LandseApe Archllecture & Planning 2600 NEWPORT BLVD. SUITE 130 NEWPORT BEACII ° CA 92663 P II ONE: 949.675.2445 FAX: 949.675..9992 The use of these pluns & specifications shall be restricted to the original site for which they wer-e prepared and puh!i<llllion thereof is expras:ily limited to such ll""· Reproductioo,. public,alion or rc-w:e by any method, in whole or in part, withoul lhe express consent ofPcridian is prohibited. Tille to lhesc plans nm:1 specificatioill! =in in Peridian without prc,judic,,. Vi~ll21 contact wi1h these plans ltlld spec1ficat10ns shall coru;tilu1e prima fiKac evidence ofthe acc~lanci:: ofthese~cti.ons. DESC.l<:IPTION OF REYISION5 APP'D. D BALL VAL\kE N.T.S. E) PIPIN6 AND V'IIRIN6 N.T.S. ,, F) ST ANDA-RD T-REE ST AKINS N. T.S. 1--+---+--+----------t---, ' DIAMETER SHRUB PLANTIN6 4 -. 5 . CD ROOTBALL GROV'lN SHALL BE I" ABOVE FINISH GRADE AVOID PLANTING SHRUBS DIREGTL Y IN FRONT OF IRRIGATION SPRAY HEADS PROVIDE CLEARANCE lt>lHEN POSSIBLE @ 3" HIGH WATER RETENSION BASIN. FORM FROM PLANT PIT EXCAVATION. MAY BE RAKED OUT PRIOR TO OTHER V'lORK AS DIRECTED BY LANDSCAPE ARC,HITEC T @FINISH GRADE @)FERTILIZER TABLETS PER PLANTING NOTES @PREPARED BACKFILL PER· PLANTIN6 NOTES NOTE, WATER SATURATE ALL EXCAVATIONS PRIOR TO PLANTING. N.T.S. : H) 0 ~--TREE AND STAKE PER DETAILS. ~--ROOT BALL ROOT BARRIER, 6" MIN •. \ USE 'CENTURY' ROOT BARRIER CP 24-2 3", w~ ,~~ J ~ 24" DEPTH, INSTALLED PER MANUFACTURES'5 SPECS. AND CITY'S REQUIREMENTS. -FINISH GRADE .. ll I! 0 I ~: ::.:: ~ !/: ' .r;,J t ~ I Ill I~ ~ :·• \lm;~::(JI••:· • '!LLll=---"'" BACKFILL PER PLANS, SPECIFICATIONS AND DETAILS. ------EXISTING SOIL NOTE, THE NUMBER OF'ROOT BARRIER PANELS SHALL Vl'<RY AC,C,ORDING TO SIZE OF THE TREE/ROOT BALL. INSTALLED ROOT BARRIER PER MANUFACTURES'S SPECS. AND THE CITY'S REQUIREMENT OF e,• FROM CENTERLINE OF 'fREE (Total of 16'), ROOT BARRIER N.T.S. APPROVAL RECOMMENDED GENERAL SERVICES DIRECTOR DATE _______ _ APPROVAL RECOMMENDED UTILITIES DIRECTOR R.C.E. ND. 51056 DATE. _______ _ APPROVAL RECOMMENDED TRAFFIC ENGINEER R.C.E. ND. 455210 REVIE)'1tD DATE PRINCIPAL CIVIL ENGINEER R. C.E. NO. 56980 DESIGNED DRAWN DATE ________ f,==c---'T"-P-f::.=-......::cGG=----1 CHECKED DATE RP 10.29.2008 ' ' C-3865 IRRIGATION & PLANTING DETAILS IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHttT 1 1 OF 1 5 • \ IRV NE TERRACE SPECIFICATIONS DIVISION O -GENERAL CONJ ITIONS 0.1 0.2 GENERAL PROVISIONS The General Provisions of the Contract shall be the Standard Specifications for Public Works Constructi, n, 2003 Edition. SUPPLEMENTARY CON )ITIONS: A. B. C. D. Workmanship: Wor~manship shall be of such quality as to comply with requirements of the local authorities, Landsca11e Architect, and City. DO NOT SCALE DRAWINGS! Written dimensions take precedence over scale. On-site vccifieation of dimen,ions and conditions shall be the sole responsibility of the Contractor. Notify Owner of any di sere ancy. Dimensions: Unless thcrwisc noted or indicated, dimensions on the plans shall be from centerline of column, face of co 1crete, face of masonry, face of framing, face of curb, and face of bond beam at pools. Schedule: Each subc ntractor shall start his work promptly, pursue it diligently, and complete it in accordance with the , '.on tractor's progress schedule. It is mutually understood that the schedule is subject to change wit1out notice as circumstances wan-ant. DIVISION 1 -GENERAL REQl IREMENTS 1.1 SUMMARY OF THE WO IK: This project consists of constrnction of the following: 1.2 1.3 1.4 1.5 1.6 A. Site work demolition and miscellaneous constnrction indicated. B. Landscaping and Jan scape irrigation, and connection to public utility water main. ALTERNATIVES: A. Not applicable. FIELD ENGINEERING: A. Provide field engine, ring services required for proper completion of the Work including, but not limited to: 1. Establish and maintain lines and levels. 2. Strnctural de, ign of shores, forms, and similar items provided by the Contractor as par1 of his rneans an methods of construction. 3. Locate and p otect control points before stm1ing work on the Site. 4. Prese1ve pe1Tianent reference points during progress of the Work. B. Promptly advise the L.,andscapc Architect when a reference point is lost or destroyed, or requires relocation because o other changes in the Work. ALTERATION PROJEC' PROCEDURES: A. B. C. D. E. In addition to demo! lion that is specifically shown, cut, move, or remove items as approved by City to provide nece.sary access or to allow alterations and new work to proceed: 1. Repair or rer oval of hazardous or unsanita1y conditions. 2. Removal of bandoncd items and items se1ving no useful purpose, such as abandoned piping, cond it, and wiring. 3. Cleaning of. urfaccs, and removal of surface finishes as needed to install new work and finishes. Patch, repair, and re nish existing items to remain, to the specified condition for each material, with a transition to a jaccnt new items of construction acceptable to Landscape Architect. Limit cutting and rc110val work to the minimum necessary, and in a manner avoiding damage to adjacent work. 1. Cut finish suir faces such as concrete sidewalk panels by methods to terminate surfaces in a sn·aight line '1 a natural point of division. General Rcquircmen s: 1. Provide sam1 products or types of construction as that in existing structure, as needed to patch, extend, or match existing work. 2. Presence of/; product, finish, or type of construction requires that patching, extending, or matching ~hall be performed as necessary to make Work complete and consistent to identical. or I igher, standards of quality. Patch and replace a 1y portion of an existing finished surface which is found to be damaged, discolored, or shows other imperfections as a result of construction work. I. Refinish pat, hed portions of painted or coated surfaces in a manner to produce uniform color and tex .. rre over entire surface. 2. \Vhen existir g surface finish cannot be matched, refinish entire surface to nearest joint. SAFETY AND HEALTH ROCEDURES: A. B. C. D. E. The Contractor is re nindcd that safety procedures for constrnction are governed by f'cdcral and State laws. Job safety shall be the sole responsibility of the Contractor, To provide safe and 1calthful working conditions for all persons, general project safety meetings should be conducted at the Site at least once each month drning the course of constrnction, by the Project Supe,intendcnt or his designated Safety Officer. Each trade should Jonduct a meeting not less than once each week, to review project safety requirements mandalory for all persons dudng the coming week. Contractors and sub ontractors shall immediately report accidents, injmies, or health hazards to Owner and Landsca c Architect in writing. This shall not obviate any mandatory rcpor1ing under the provisions of the Occupational Safety and Health Act of 1970. PRO.JECT MEETINGS: \ssumc responsibility for the scheduling of project meetings. Preside over meetings and assume, as we] , responsibility fornotices to attendees, and for the preparation and distribution of minutes. A. B. Prc-constrnction Me~ing: Arrange for attendance by City, Landscape Architect, and contractor before the Notice To Proceed can be issued. Progress Meetings: · rrangc for attendance by Owner and Landscape Architect, and by other consultants and subcontractors as required. Agenda, as a minimum, the following: 1. Progress to-, ate. 2. Revisions to schedule, if any. 3. Resolution o previously identified problems. 4. ldentificatio of current and anticipated problems and the development of concctivc 1.7 1.8 1.9 measures relative to such problems. 5. Review of changes, if any, and their impact on Project and scheduling. SUBMITTALS: The following is a list ofsubmittals required by the Landscape Architect. The quantity of each item will be determined by mutual agreement at the pre-conshuction meeting. A. B. C. D. E. r. G. H. I. .I. Shop Drawings: I . As required per plans. Manufacturer's Data: I. As required per plans. Materials Lists: I. lnigation system mate,ials and components, including sprinkler heads, pipes, controllers, valves) and backflow preventers. 2. Landscaping mate11als. f'ield Samples: I. As required per plans. Samples: I. As required per plans. Laboratory Test Reports: I. Soils agronomy report. Operating and Maintenance Data: I. Landscape in-igation system. As-Builts: I. Landscape irrigation system. The Landscape Architect's review of Shop Drawings shall not relieve the Contractor from responsibility for deviations from Drawings or Specifications unless he has called the Landscape Architect's attention to such deviations in writing at the time of submission nor shall it relieve him or responsibility for errors of any sort in the Shop Drawings. Substitution: No substitutions shall be made without the w1itten approval of the Owner . QUALITY CONTROL: A. Provide the following: I. Coordination and casual labor required to facilitate work of City-retained consultants. B. Costs relating to the retesting of materials and construction which prove to be defective will be deducted from the Conn·act Sum. TEMPORARY FACILITIES: The General Contractor shall provide temporaiy toilet facilities for all trades until completion of their work. A. The contractor shall provide pedest1ian protection in accordance with the City approved traffic control plan. 1.10 PRODUCT OPTIONS AND SUBSTITUTIONS: A. Wherever in the Contract Documents a material, article, or process is indicated or specified by trade, patent, pmprietmy name, or name of manufacturer, such specification shall be deemed to be followed by the words, "or equal, as approved in writing by the Landscape Architect". B. Where more than one propdetary name is specified, the Contractor may provide materials or equipment ofany one of the manufacturers specified, only if full compliance with other portions of the specification can be provided. C. Should the Contractor wish to substitute an item he considers equal to the one specified, he must within a reasonable time at1er the award of the Contract, furnish to the Landscape Architect the name of the manufacturer, model number, and other pertinent data and infornrntion respecting the "or equal" item which has been proposed in his bid. D. Substitr1tions will be considered by the City only if they result in sufficient cost savings to the City over the item specified. E. It shall be incumbent upon the Contractor using approved substitutions to assume all extra costs caused by the use of such substitutions where they affect other work or trades. 1.11 CONTRACT CLOSEOUT: 1.12 1.13 1.14 A. As a condition of final payment, submit the following for review and acceptance: I. As-built documentation and drawings. 2. Operating and maintenance data. 3. Warranties. 4. Spare parts and extra materials, as required. 5. Notacized labor and materials lien releases. B. As required by these Contract Documents, and as a condition of final payment, inshuct City personnel in the operating and maintenance of systems. CLEAN-UP: Keep the premises free from accumulation of waste mate11als or nrbbish. Remove such waste off-site at the end of each work day. Keep the project area and sun-ounding area free from dust nuisance. The work shall be in confo1111ancc with the air pollution control standards and regulations of the state department of health. OPERATING AND MAINTENANCE DATA: Where required by these Contract Documents, provide operating and maintenance data for equipment and systems. A. Fo1111at: Provide published or typewritten data in 8-1/2-by 11-inch fo1111at in 3-ring binders with identifying labels. Provide the following: 1. Title page identifying project, project locatior, Owner, Contractor, and subcontractor, and system desc1ibcd. 2. Table of Contents. 3. Index tabs as required to identify and locate data. B. Contents: As a minimum, provide the following: 1. As-built system drawings. 2. Descriptions of system components, including manufacturers' published data. 3. Operating and maintenance procedures. 4. Servicing schedule. 5. Control diagrams, multi-colored, with protective vinyl laminated coating. 6. Matecials and equipment lists with tag numbers cross-referenced to as-built drawings. 7. Spare-paris data. WARRANTY: All materials and equipment furnished and installed under this Project shall be guaranteed for a period of one year from the date of acceptance of the work by the City, unless a longer period of time is specified for a particular product. DIVISION 2 -SITE WORK SECTION 02050: DEMOLITION PART 1 -GENERAL 1.01 SUMMARY: 1.02 1.03 1.04 A. Section Includes: Demolition of existing structures, utilities and appurienances, within limits of Work, and removal from site. B. Refer to Drawings for specific items to removed, including: 1. Asphaltic concrete paving, curbs, gutters and sidewalks. 2. Underground plumbing and gas lines to shut-off valves. 3. Electrical se,vices to service poles. 4. Existing inigation. 5. Existing trees. C. Protect existing items designated to remain. D. Related Sections: I. Section O 1170 -Safety and Health Procedures. REFERENCES: A. National Fire Protection Association (NFPA): I. NFPA 241 -Safeguarding Building Construction and Demolition Operations, where applicable. QUALITY ASSURANCE: A. Qualifications: Employ skilled workers trained and cxpc11enced with the specified requirements and methods. 13. Regulatory Requirements: Comply with applicable codes and regulations of governmental agencies having jurisdiction. Where those requirements conflict with this Specification, comply with the more stringent provisions. C. Obtain and pay for all permits required in connection with this Work. f'ees made necessa1y by the removal and dumping of debcis shall be paid for by the Contractor. PROJECT CONDITIONS: A. Dust Control: Take appropriate means to prevent dust from becoming a nuisance to the public and to the surrounding area. Use of water shall not result in hazardous or objectionable conditions, such as flooding or contaminated nrnoff Comply with dust regulations imposed by local air pollution agencies having jurisdiction. PART 2 -PRODUCTS [Not Applicable] PART 3 -EXECUTION 3.01 EXAMINATION: A. Verification of Conditions: Prior to Work of this Section, visit the site in company with Landscape Architect and verify the extent and location of demolition required. 1. Carefully identify limits of demolition. 2. Mark interface surfaces as required to enable workmen also to identify items to be removed and items to be left in place intact. 3.02 PREPARATION: 3.03 A. Protection: 1. Erect barriers, fences, guard rails, enclosures, chtttes, and shoring to protect personnel, stntctures, and utilities remaining intact. 2. Protect existing amenities to remain in place, to be reused, or to remain the property of the City, by temporary covers, shoring, bracing, and/or supports. Repair items damaged dming pcrfonnancc of the Work or replace with new. 3. Protect designated trees and plants from damage. 4. Warning Signs: Provide waming signs, lanterns, and lighting for vehicular and personnel protection. Maintain warning signs during the period of Work as required by applicable safety ordinances, B. Traffic Access: 1. Ensure minimum interference with roads, streets, driveways, sidewalks, and adjacent facilities. 2. 3. 4. Do not close or obstrnct streets, sidewalks, passageways without permission from authorities having jurisdiction. lfrequired by governing authorities, provide alternate i-outes around closed orobstnrcted traffic ways. Maintain access to adjacent existing buildings to ensure uninterrnpted operations during demolition work. METHODS: A. General: 1. Use only methods and equipment approved by the governmental agencies having judsdiction. Demolish and completely remove from job site the existing constmction designated to be removed. B. Utilities and Related Equipment: Remove all existing utilities as indicated and as uncovered by Work, and terminate in a manner conforming to code, and at a time satisfactory to the Architect. Remove meters and related equipment and deliver to a location as instructed by the Architect without additional cost to the Owner. Dispose of utility lines encountered that are not shown on the Drawings in accordance with instmctions of Landscape Architect. 3.04 3.05 3.06 A. During demolition of paved areas, all asphalt and concrete fragments exceeding 6 inches in maximum dimension shall be removed from the site. B. rill voids with soil. Place fill in lifts not exceeding 12 inches thick and compact to a density not less than adjacent soil in accordance with Section 02200 -Earthwork. C. Grade surface to adjacent contours and slope to drain. SALVAGE: A. Demolition: Materials or equipment to be demolished shall become the property of the Contractor except for items spcci fled to remain the property of the Owner. Such items if any, shall be carefolly removed to avoid damage and be delivered by the Contractor to location stipulated. R. Replacement: In the event of demolition of items not scheduled to be demolished, promptly replace such items to the approval of Landscape Architect and at no additional cost to the Owner. C. Materials and equipment shall not be placed on view to prospective purchasers or sold on site. CLEANING: A. Debris and Rubbish: Remove and n·a11sport debris and rubbish to an off-site disposal area via an approved hauler and haul route in a manner that will prevent spillage on streets or adjacent areas. Clean up spillage from streets and adjacent areas. B. Do not store or bum mate11als on site. C. Remove all tools, equipment and appliances used for demolition from the site upon completion of the Work. END OF SECTION SECTION 02810: IRRIGATION SYSTEMS PART I -GENERAL 1.01 SUMMARY: 1.02 1.03 A. Section Includes: Automatic sp1inklcr irrigation systems and controls. B. Related Sections: I. Section 02900 -Landscaping. 2. Division 15 sections: General requirements for water and drainage systems. 3. Division 16 sections: General requirements for electrical work. C. Pcnnits: Apply for and secure required pcnnits. REFERENCES: A. ASTM: I. B 62-85 - S t a n d a r d Specification for Composition Bronze or Ounce Metal Castings. 2. D 1784-81 -Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 3. D 1785-83 -Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. 4. D 2241-84 -Standard Specification for Poly(Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR-Series). B. National Sanitation Foundation (NSF): I. Requirements for Seal of Approval. C. Plastics Pipe Institute (PP!): I. Recommendations for hydrostatic design stresses for PVC pipe. D. Standard Specilications for Public \Vorks Constnrction. as reference in Document 00705 - General Provisions. SUBMITTALS: A. Product Data: In accordance with Section O 1300, submit detailed lists of materials proposed for use. Prepare typewlitten matecial list using the following fom1at. Double space between each item: B. C. ITEM NO. DESCRIPTION MANUFACTURER MODEL NO. Project Record Documents: Rcconl information on a daily basis and submit in accordance with Section O 1720. I. Dimension, from 2 pennanent points of reference, such as building corners, sidewalks, or curbs, the location of the following items: a. Routing of main pressure lines, at a maximum of 100 feet intervals. b. The routing of24 volt control and common wiring. c. Point of connection to electrical power. d. Automatic control valves. C. Point of connection to water. f. Gate valves. g. Quick coupling valves. h. Backflow preventer. I. Controller. J. Sleeves. k. Water & electric meters. 1. Other related equipment. Controller Charts: Submit in accordance with Section 01730. DATE 6"f --.-·,----- --.•·,----- --L lPl~~IlJflA\JN l,Dnd~eape Arehiteeture & Plnnning 2600 Nl!:WPORT BLVD, SUITE 130 NEWPORT IIEAC;H ° CA 92663 PH ON F.: 949.675.2445 FAX: 949.675.9992 The use of these planN & spec.ifkattons shall he restricl.'Xl to the onglllal. sill: tor wlllch they wcri:c prepared and pllbhcation thereo:t" is expres.sly hrrntetl to Sll~h use. Rcpmduct10ll, publkalmn nr re--u.se by any method, in whole or ill part, without the elC.pross eo11s---nt of Pericli.in is proh1bl1ed. Ti1le to these plfl.llS !llld spcr1ficatiomi remam in Peridmn wHhoul prejudice. VisU11! conIBct wilh lhese plans illld specificallons shall comitJtnte prirna facie evidence of Uie acceptance of these re:;lrictions. DE5C-RIPTION OF REVISIOl-6 APP'D. -t--+--f-----------------~ 1---1 ---i------- +-------------------+---, f-+---+--+---------------~ .. ----·-·-······-- --- -+--+------------------··· I ... --- -·r------··f---------------------, - ----1---.. f-+---+-+-------------------,-~··- f--------------------,-···-·- ---·-' - C. Irrigation Valves, Related Piping, and Heads: Remove as indicated on Drawings. Salvageable C-3865 materials as determined by the Landscape Architect shall be delivered to the Own;:c.:..r.:..a.:..t a::..:.:lo:..:c::a.:..ti.:..o.:..n~~~----~-----=~-----,-.,..---,---,,-;r;:,,-=---.::===---------,'-~--+~---------------------1 indicated by the Owner. APPROVAL RECOM~lENDED APPROVAL RECO\lMENDED APPROVAL RECOMMENDED RE'/IE\'r'ED D. Materials used for pipe terminations and temporary connections shall be the same as the existing lines. fittings and flanges shall be of weight and class suitable for the service in which used. GENERAL SER'/ICES DIRECTOR DATE ________ _ UTILITIES DIRECTOR R.C.E. No. 51056 TRAFFIC ENGINEER R. c.E. No. 45521 o DATE PRINCIPAL Cl'/IL ENGINEER R,C.E. No. 56960 DESIGNED DRAV/N DATE _________ , DATE _________ f-:===-_T_P+.:-=-G_G_--1 CHECKED Df10.29.2008 RP SPECIFICATIONS IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHEET 12 or 15 l r v ~ ~ -._,_ V'l 1.04 1.05 1 06 1.07 D. E. F. G. 1. 2. 3. 4. Prepare ch, ,ts after Project Record Drawings have been approved by Landscape Architect. Provide I cc ntroller chmt as follows: a. Chart hall be a reproduction of the Record Drawings, if the scale permits fitting the contro !er door. If photo reduction p1ints are required, keep reduction to maximum s,ze p ssible to retain foll legibility. b. Chait ,hall be black line ptint of the actual "As-Built" system, showing the area covere1d by that controller. c. ProvH e I chart for each controller. Identify the area of coverage of each remote control valve, using a distinctly different translucent r astel color, drawn over the entire area of coverage. Following a proval, hennctically seal charts between 2 layers of20-mil thick plastic sheet, and mount u ing Velcro or similar fasteners. Charts shall be co,~pleted and approved prior lo final review ofinigation system. Checklist: Provid a signed and dated checklist and submit in accordance with Section O 1730 p1ior to final re vie;; of the work. I. Use the follo.wing forn1at: a. Plumb ng Pe1111its: If not required, so note. b. Mate,i~I Approvals: Approved by and date. c. Pressu e Line Tests: By whom and date. d. Recore Drawings: Received by and date. e. Contra ler Charts: Received by and date. f. Matclirltls and Equipment Furnished: Received by and date. g. Opera\ ng and Maintenance Data: Received by and date. h. Systen and Equipment Operation lnslrnctions: Received by and date. i. Manu]clurer's Wananties (if required): Received by and date. J. Wlittc'.I Guaranty: Received by and date. k. Lowe1ing of Heads in Lav.11 Areas: If incomplete, so state. 2. Provide catalog and part sheets on materials and equipment installed under this Section. 3. Include inde sheet stating contractor's and equipment manufacturer's name, address, and phone numb r. Miscellaneous He, s: Furnish the following tools as a part of this Contract: 1. 2. 3. 5. 6. 7. Two sets of r;:eys for each automatic controller cabinet, and each controller enclosure cabinet lock. Two wrench, s for disassembly and assembly, or adjustment, of each type splinkler head used in this ir stallation requiring such special tools. One 30-inch prinklcr key for every 12 lock lid valve boxes used in this installation. Two 5-foot I, ng valve keys for gate valves. Two quick cor)lp!er keys and matching hose swivels for each type of quick coupling valve. Four keys tot I for loose key hose bibbs. Five extra he ds of each type installed. Test Repo,ts: In ac ordance with Section 01300, submit test repmts of pressure testing. lnstmctions: In actordance with Section 0 1730, provide maintenance manuals, instructions, and demonstration• to Owner's maintenance personnel. Maintenance manu ls shall include sufficient detail to pcm1it operating personnel to understand, operate, and rn: intain equipment. QUALITY ASSURANC~· A. B. Qualifications: ln~taller shall be regularly engaged, and specializing, in the installation of equivalent inigatioll systems using solvent-gasket joints. Certifications: Ele, trical wiling, controls, motors, and devices shall be UL listed and labeled. DELIVERY, STORAGE AND HANDLING: A. Exercise care in hardling, loading, tmloading, and stating PVC pipe and fittings. Pipe shall be transported in a vehidle which allows the length of pipe to lie flat without 1mduc bending orconcentratcd external loading at a 1y point. Pipe that has been dented or damaged shall be discarded. WARRANTY: A. Submit warranty fa ms in accordance with Section 0 1740 -Wairnntics, Guaranties, and Bonds. B. Duling the warrant} pe,iod, the Owner reserves the light to make temporary repairs as necessary to keep the sprinkle· system equipment in operating condition. The exercise of this ,ight by the Owner shall not relieve the Contractor of his responsibilities under the tern1s of the wan-anty as herein specified. MAINTENANCE: A. The entire sptinkle1 irligation system shall be under foll automatic operation for a period of 7 days ptior to any pl· nting, and for 60 days after approval to begin maintenance period. PART 2 -PRODUCTS 2.01 PIPING AND FITTINGS Pressure supply linclfrom point of connection through backflow prevention unit shall be copper or brass. 1. Copper Pipe, d Fittings: a. Pipe: Tvpc K, hard tempered. b. Fittings. Wrought copper, solder joint type. c. Joints sl all be soldered with silver solder, 45 percent silver, 15 percent copper, 16 percent .inc, and 24 percent cadmium. Solid at 1125 F. and liquid at 1145 F. 2. Brass Pipe an Fittings: a. Brass pipe shall be 85 percent red brass, ANSI Schedule 40 screwed pipe. b. Fittings Rhall be medium brass, screwed 125 pound class. B. Pressure supply line 1-1/2 inches and smaller downstream ofback!low prevention unit sha11 be ASTM D 1785 Sch, dulc 40 PVC. Pressure lines 2 inches and larger shall be Class 315 PVC. 1. Identification Markings: Identity all pipe and fittings with the following indelible markings: a. Manufa turc's name. b. Nomina pipe size. c. Schedul or class. d. Pressure rating, in PSI. 2.02 2.03 2.04 2.05 2. 3. 4. 5. e. NSF Seal of Approval. f. Date of extmsion. Pipe (Solvent Weld Type): Manufacture from virgin polyvinyl chlmide compound in accordance withASTM D 2241 orASTM D 1784, Class 12454-B (fonnerlyTypc I, Grade I). Hydrostatic design stress rating 2,000 psi. Fittings: Standard weight, ASTM D 1785 Schedule 40, injection molded solvent-weld PVC. Comply with J\STM D 1784, Class 13454-B. a. Threads (Where Required): Injection molded type. b. Tees and Ells: Side gated. Threaded Nipples: Standard weight, ASTM D 1785 Schedule 80 with molded threads. Pipe (gasketed): a. Pipe 4" and larger to be CLASS-200 with rnbber gaskcted bell and spigot co11nections. C. Metal: D. E. F. G. I. Galvanized Pipe: ASA Schedule 40 mild steel with threaded connections. 2. Fittings: Medium galvanized screwed beaded malleable iron. 3. Protective Coating: Two coats of Koppers No. 50 Bitumastic. Non-pressure Lines: J\STM D 1784 Class 14333-D (fom1erly Type rr, Grade I) PVC with solvent-weld joints. Comply with general requirements for pressure lines. Visible Pipe and Fittings: 1. General: Integral gray color. 2. Threaded Risers and Nipples: ASTM D 1785 Schedule 80 PVC. 3. Other Risers and Fittings: J\STM D 1785 Schedule 40 PVC, solvent weld. On-grade Installation: I. UYR-PVC Schedule 40 Brownline pipe or approved equal. Sleeves: I. 4 inches and smaller: ASTM D 1785 Schedule 40 PVC. 2. Larger than 4 inches: ASTM D 1784 CLass 12454-C (fonnerly Type I, Grade 2, Class 315) PVC. H. Conduit: U.L. listed Schedule 40 PVC with integral gray color. JOINT CEMENT AND PRIMER: A. Primer and solvent shall be by Christy's or approved equal. :VALVES: A. Gate Valves: 1. 3 inches and Smaller, (Unless Otherwise Noted on Drawings): ASTM B 62 brass body, 125 pound saturated steam-rated with screwed joints, non-rising stem, screwed bonnet, solid wedge disc. Provide with bronze handwhccl. Nibco, or approved equal. 2. 4" and Larger, AWWA approved with flanged connections, cast iron body, stainless steel bolts, foll-face gaskets and a 2" square operating nut. Nibco F-619 or approved equal. Class 312 stainless steel nuts and bolts shall be used to connect all flanged fittings. B. Swing Check Valves 2 lnches and Smaller: 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc, confonning to FS-WW-V-5 ID, Class A, Type IV , C. Anti-Drain Valves: PVC construction with F.1.P. thread inlet and outlet. lnlcroal pa,ts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Valcon ADY, or approved equal. D. E. F. Quick Coupling Valves: I. Two-piece type brass body, 125 pound class, with 3/4-inch female threads opening at base, pe,rnitting operation with a special connecting device (coupler) designed for this purpose. a. Coupler threads: Lug type. b. Hinged Cover: Brass with a yellow vinyl cover and locking top. Remote Control Valves and Master Valves: 1. Remote control valves shal I be in accordance with type noted on drawings. 2. Master valves shall be in accordance with type noted on drawings. a. Master valve relays shall be Potter Brumfield Model #LR42803 or approved equal. Valve Boxes: 1. Non-Traffic Type: Plastic box with locking cover. Ametek, Cm-son lndusttics or equal, as detailed on Drawings. a. Remote Control Valves: 12" x 12" x 18" Model 190106. Emboss valve station numbers on top or cover, 2" high. b. Gate Valves: 9" diameter by 10 inches Model 181104. Emboss G.V. on top of cover, 2" high. 2. Traffic Type: I 0-1 /4-inch diameter precast concrete, as manufactured by Brooks Products, El Monte, CJ\ (818)443-3017. Provide bolt-down cast iron cover. G. Valve Sleeves: For manual control valves 4" PVC Sch. 40 with Toro 850-00 valve marker. H. Identification: 1. Tags: Polyurethane Behr Dcsopaid, yellow in color with black letters 2-3/4 inches by 2-1/4 inches, as manufactured by Chlisty's, or equal. 2. Attach identification tag showing valve number on each solenoid pigtail. HEADS: A. Small Lawn Sprinkler Heads: In accordance with type noted on Drawings. B. Small Shrubbery Sprinkler Heads: In accordance with type noted on Drawings. C. Rotary Sp1inkler Heads: In accordance with type noted on Drawings. D. Tree Trrigators: Provide assemblies as indicated on Drawings, including vents and filters. BACKFLOW PREVENTION UNITS: 2.06 2.07 2.08 A. Backflow Preventer: In accordance with the type noted on drawings and equipped with resilient 3.04 sealed ball valves. B. Wye strainers at backflow prevention units shall be 125 lb. steam rated Bronze with 40 mesh S.S. screen size 2" and smaller and shall be similar to Wilkins YSBR. Size 2½" and larger shall be Cl. 125 cast iron flanged with epoxy coating and 20 mesh S.S. screen similar to a Wilkins FSC or equal. AUTOMATIC CONTROLLER: A. Provide type and size as noted on Drawings. EQUIPMENT ENCLOSURES: A. All equipment enclosures for controllers and backflow devices shall be vandal resistant or stainless steel construction of the type noted on the drawings. ELECTRICAL WIRING AND SERVICE: A. High Voltage: I. Elcclrical service to automatic controller shall be in accordance with Division 16 Sections. Provide final hookup to equipment as a part of the Work of this Section. B. Low Voltage: I. Connections bct\veen controller and remote control valves shall be made with direct burial AWG-UF, 600 volt wire, 14 gauge or larger, insulation thickness 3/64-inch, utilizing low density high molecular weight polyethylene insulation. 2. Splices, where pe1mitted, shall be waterproofed using Rainbird, Snap-Tite, Scotch-Lok No. 3576 Connectors, or li.1siblc heat shtink tubing. 3. Pilot wires shall be a different color for each controller. Common wires shall be white with a different color stripe for each controller. Minimum size shall be No. 14 gauge. 4. Two continuous spare control v11ires, blue in color shall be installed with all pressurized mainline from the controller to the ends of the mainline. INSTALLATION: A. Plastic pipe and fittings shall be installed in accordance with manufacturer instructions. B. Install backflow assemblies in shrub areas at minimum height permitted by local code. C. Brass Pipe and Fittings: Assemble using Tenon tape applied to male threads only. D. Plastic Pipe and Threaded Fittings: Assemble using Teflon tape applied to male threads only. E. Galvanized Metal Pipe and Fittings: Assemble using TeAon tape applied to male threads only. Coat below grade portions with 2 coats of protective coating. F. Quick Coupling Valves: Unless otherwise indicated, locate valves in slmcb areas within 6 to 12 inches of nearest edge of hardscape. G. Check Valves and Anti-Drain Valves: Install where required to prevent low-head drainage. H. Tree lnigators: Locate at each tree. Install as indicated on Drawings, including vents, filters and other apprntenances. I. Backflow Prevention Unit and Automatic Controllers: Yetify location with Landscape Architect. Install in accordance with manufacturer's instructions. J. Sprinkler Heads: I. Shrub heads shall be insta11ed as noted on Drawings. 2. Elevate foll heads in lawn areas to a minimum of 4 inches above grade. 3. Jnstall heads along curbs, walks, and paving level with grade in lawn areas. 4. Lower raised heads within IO days after notification by the Owner. 5. Set all heads perpendicular to finished grade, unless otherwise directed by Landscape Architect. K. Remote Control Valves: Install valves in shrub or ground cover areas wherever possible, or where shown on Drawings. Install each control valve in a separate valve box. Land~c•pe Arcl1ltecture & Planning 2600 NEWPORT BLVD. SUITE 130 NEWPORT BEACH ° CA 91663 P II ONE: 94?.675.2445 FAX: !:t4'J.fi7.S.999l The use of lhese plans & Rpec1ficalm1!.'I shall bere,,1r,cted to the ongmal si!e for wfm:h they were prepared and pubhcation thereof IB e:,:pre!15ly llllllted to such use. Rcpruducticm, publicallon or re-use by any method, in whole or Ul part, without the, CJtpre~s con~enl ofl'eridian IS prohibilcd, Ti1k to lhcse plr.ns llild specificatmll.'I remain in Pendl.fill without pr~judice. VJ.'ill!ll contact with lhese pllll.'i 11nd spec1ficafions shall constitute prima facie evidence of the acceptance oflhese restrictons. PART 3 -EXECUTION L. Contractor shall install concrete throust blocking per AWWA Standards for location and installation critclia. 3.01 3.02 EXAMINATION: A. Before Work commences, a conference shall be held with Landscape Architect regarding requirements of the Work of this Section. I. Do not install irrigation system when field obstmctions, grade differences, or discrepancies , in area dimensions exist that may not have been considered in the original design. B. Examine surfaces for conditions that shall adversely affect execution, pennanence and quality of\Vork. C. I. Verify that grading has been completed and the work of this Section can properly proceed. 2. Exercise care in excavating and working near existing utilities. Be responsible for existing utilities and for damages to utilities which are caused by operations or neglect. Cheek existing utility drawings for locations. Notify Landscape Architect in wtiting of existing conditions that are not shown, or that differ from those shm,01 on Drawings. D. Do not proceed with Work until discrepancies arc conected or existing utilities are located. PREPARATION: A. Lay out each system using slaking method as approved by Landscape Architect. Maintain and protect approved staking layout. Piping or equipment shown diagrammatically on Drawings outside of planting areas shall be installed inside planting areas whenever possible. B. Lay out sptinkler heads and make any minor adjustments required due to differences between actual site conditions and the Drawings. Minor adjustments shall be maintained within the 01iginal design intent in order to avoid conflicts between planting and architectural features. C. Protection: Proteetthe installed work and matelials ofother trades from damage drning inigation installation system operations.3.03 TRENCHING AND BACKFILLING: A. Excavate trenches in straight lines to required depths. Follow approved layout for each system. Bottom of trench shall be flat to insure piping is supported continuously on an even grade. B. Provide minimum coverage as fo11mvs: C. D. E. F. G. 1-1. I. Pressure supply lines 3" & larger: 24 inches 2. Pressure supply lines 2½" and smaller: 18 inches. 3. Non-pressure lines: 12 inches. 4. Control wire: 18 inches. Place under pressure supply lines. Provide not less than 4 inches clearance between each line and not less that 6 inches clearance between lines of other trades, unless otherwise noted in details on Drawing. Protect materia1s to prevent intrusion of di1i and moisture. Test all systems p1ior to backfilling. If the only piping installed is over 20-feet long, pressure testing is required for that section at the time of installation. Upon completion of piping installation, the entire system shall be tested. Backfi11 Material: Clean, fine granular malclial, free of rocks and debris. Compact backfill with mechanical devices to a dry density equal to adjacent undisturbed soil. Restore to adjacent grade, free of dips, depressions, humps, or other irregularities. I. Compaction by trnck or other vehicle is not pem1itted. Under Paving: 3.05 3.06 3.07 3.08 M. Non-pressure plastic pipe & fittings shall be cemented using 100% active solvent. N. Pressure plastic pipe and fittings shall be coated with a ptimcr and a 100% active solvent. 360° applicators shall be used pipe 2½" and larger. UTJUTY SERVICES: A, Connect to existing water outlet or gate valve at locations indicated on Dmwjngs and make minor changes in location necessary due to actual site conditions as work of this Section. B. Connect to existing electrical service. Make minor changes in location as necessary due to actual site conditions as work of this Section. WIRING: J\. Place wiring in the same trench and along the same routing as the pressure supply lines, unless othen,vise approved. B. C. I. Install wiring prior to main line whenever possible. 2. When more than one wire is placed in a trench, tape wires together at maximum 10 feet on centers. Provide a 12-inch expansion loop at each connection and directional change. Provide a sufficient length at each splice to allow valve bonnet to be brought to the surface without disconnection. Use a continuous wire beh:vccn controHer and remote control valves. I. Except as otherwise approved, do not splice wire at any point. 2. Approved splices shall be enclosed in a box. D. rr wires under paved areas cannot be continuous, splices shall be enclosed in an approved junction box. VALVE BOXES: A. Fill area under box with minimum of 1 cubic lcct of 3/4-inch cmshed gravel before box is installed. Allow a minimum of 18" between valve boxes where more than valve/valve box are installed together. FIELD QUALITY CONTROL: A. Contractor's Responsibility: I. Notify Landscape Architect for the fo11owing reviews, with 48 hours minimum notice. a. Pressure supply line installation and testing. b. System layout. c. Automatic controller installation. d. Control wire installation. e. Lateral line and sp,inklcr head installation. f. Emitter tubing and emitter installation. g. Coverage tests p1ior to landscape planting. 2. Provide 7 days notice for Final Review. 3. Provide "walkie-talkie" equipment and/or personnel to maintain communication from review area to automatic controllers. 4. Provide up-to-date Project Record Drawings at each review. a. In the event Contractor calls fora reviewwithoutup-to-date Project Record Drawings, or without prcpating the system for inspection, Contractor shall be responsible for I. Backfill with sand, one layer 6 inches below pipe and one layer 3 inches above pipe, and reimbursing Landscape Architect on an hourly basis for the inconvenience. No REF DATE BY OE¼RIPTION Of RE\/lSIONS' APl"'D. Ah ··.··.· .. - & ••.•···· -· - & ··.··.----- & ··.·-.-· .. - ~-•-+--+-------------------,.-- I----+--+-+---···--------------·······-·- ···+---+--+-------------------,----, C--+---+--+--------------------- compact in layers to 95 percent compaction using mechanical tamping devices. Set in further reviews will be scheduled until this charge has been paid. C-3865 place, cap, and pressure test piping under paving ptior to installation of pav~r::.'n:sgc.:w:.:,0::.1::.·kc... ===c-=----,-,-::==,---=====-----.===:--:====::---,;,;;c;:;;,;i;,;;---------7'--'--~~-------------------- 2. Install piping under existing walks by jacking, boring, or hydraulic APPROVAL RECOMMENDED APPROVAL RECOMMENDED APPROVAL REC0~1MENDED REVIEvvsD dtiving. Cutting or breaking of sidewalks or concrete is not allowed without Architect's approval. No hydraulic driving will be pem1itted under concrete paving. 3. Provide for a minimum cover of 18 inches between top of pipe and GENERAL SERVlCES DIRECTOR botlom of aggregate base for pressure and non-pressure piping installed under asphaltic concrete paving. UTILITIES DIRECTOR R.C.E. NO. 51056 DATE _________ 1 DATE ________ _ DATE TRAFFIC ENGINEER R.C.E. NO. 455210 ---------- PRINCIPAL CIVlL ENGINEER R.C.E. No. 56980 DATE DESIGNED CHECKED DRAWN TP GG DATf 029.2008 RP SPECIFICATIONS IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHEET 13 Ol' 15 V\ 3.09 B. C. D. Pressure Tests: 1. 2. 3. 4. 5. Do not insta 1 remote control valves, quick couplers, or any other valve assembly until testing of prJlssurc main lines is completed and approved. Do not back ill trenches more than necessmy until testing has been reviewed, tested, and approved. Provide equipment necessa,y to test systems, including force pump. Perlorm hydrostatic tests in presence of the Architect. Test pressur1 supply lines under hydrostatic pressure of 150 pounds per square inch for a period of 2 ours, unless otherwise directed by Landscape Architect in w1iting. System Flushing: Alter sp1inkler pipe lines and 1isers are in place and connected. and prior to installation of s 11inkler heads, thoroughly flush all lines with a fall head of water. Install sprinkler heads alt r lines have been flushed to the satisfaction of the Architect. Coverage Tests: 1. 2. 3. 4. Perform covf'rage tests alter sp1inkler system is completed, but p1ior to any planting, in the presence of the Architect. Test system o ensure that planting areas are watered adequately and unifom1ly. Make necess ry adjustments, including realignment of heads, to provide required coverage as directed b~ Landscape Architect. If it is detem\ined that coverage can be improved by a nozzle change, make such changes, or arrange ,+th the manufacturer to have such changes made, as part of the work of this Section. Make changes p1ior to any planting. CLEANING: A. Upon completion , fthc work, restore ground surfaces to required elevations and remove excess materials, debris a 1d equipment from the site to satisfaction of Landscape Architect. 3.10 DEMONSTRATION: A. Provide instmctio1 to maintenance personnel in proper operation of equipment in accordance with Section 0173 END OF SECTION SECTION 02900: LANDSCAPii'iG PART 1 • GENERAL 1.01 SUMMARY: 1.02 1.03 A. Section Includes: 1. Soil prcpara~·on and fertilization. 2. Planting ope tions. 3. Landscape panting matc1ials. 4. Imported to soil and planter mix. 5. Drainage m, terials in containers. 6. Maintenanc, . B. Provide landscape plantings in the areas shown on Drawings with plants in a healthy, vigorous growing condition Items not speci ncally shown in Drawings or specified, but nonnally required to confonn with st ch intent, are considered part of the \Vork. C. Jnclude labor and equipment required to place, amend, and fine grade the soil. Include the cost of fertilizer as specifi ·d. If the final soils analysis results in a change to the specified amendments, a Change Order w 11 be issued. D. Related Sections: 1. Section 028 0 -Irrigation Systems. 2. Section 029 5 -Landscape Finish Grading: Fine grading. 3. Section 029 0 -Landscape Maintenance. REFERENCES: A. American Joint C< mmittee on Hmticulture Nomenclature (AJCHN): 1. Standardize, Plant Names, latest edition. B. American Associa ion of Nurserymen, Inc. (AAN): 1. American Sfandard for Nursery Stock, latest edition. C. Standard Specific tions for Public Works Constmction, as referenced in Document 00705 - General Provision .. D. Agricultural Code of California. SUBMITTALS: A. Product Data: In ccordance with the provisions of Section 01300, submit complete lists of materials propose1 for use, giving the manufacturer's name, catalog number, and catalog cut for each item where a plicable. B. Substitutions: C. D. E. 1. lfanyplant specified is not obtainable, submit a written substitution request to the Architect during the b dding period. 2. Substitution. of plant mate,ials will not be permitted unless authorized by the Landscape Architect in ccordance with Section 01630. Selection, Tagginf and Ordering Plant Material: 1. Submit a re ucst for inspection and docurncntation to Landscape Architect at least one month prior o start of landscape planting work that plant material has been ordered. 2. Plants shall be subject to inspection and rejection by Landscape Architect at place of growth, and aller delive1y, for confonnity to this Specification. Imported Topsoil: 1. Furnish the. ource of imported topsoil to the Landscape Architect for approval. 2. Submit test rcsulls and schedule of recommended soil amendment adjustments to Landscape lrchitect for review. Agronomic Soils est Report: ln accordance with requirements under Article -Source Quality Control, submit re1 ort to Landscape Architect p1ior to preparation of soil amendment or ordering plant material. 1.04 1.05 1.06 1.07 F. Certificates: 1. Submit certificates for the following items upon delivery to the job site: a. Quantity of commercial fertilizer and organic Jcrtilizcr. b. Quantity of soil amendments. c. Quantity of seed. d. Quantity of other soil additives per agronomic soils test report. 2. Submit written certificate ofhydroseeding. 3. Submit Certificate of Delivery of container or bulk male1ials. 4. Submit written certificate of soil balance. 5. Submit w1ittcn certification of quantity and quality of plant rnatetials. G. Pre-Installation Conference: Provide a w1itten projected planting schedule noting the estimated completion date, number ofv,/Orking days required.and special coordination requirements. QUALITY ASSURANCE: A. Perforn1 work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work and provide for all inspections and pem1its required by authorities in furnishing, transp01iing, and installing matctials. 13. Test soil samples after grading operations are complete, at subcontractor's expense. C. Materials shall confom1 to the requirements of this Section and to Section 212 of the Standard Specifications, whichever is more stringent. DELIVERY, STORAGE, AND HANDLING: A. Handling Plants: Handle plants in a manner to avoid any damage lo the plant. Protect plants from sun or d1ying winds. Plants that cannot be planted immediately on dclivc1y shall be kept in the shade, well protected, and adequately watered. B. Furnish a Ce1iificate of Dclivc1y slip with each delivery of mate1ial in containers or in bulk. Certificate shall state source, quantity, or weight, type and analysis, and date of delivc1y. PROJECT CONDITIONS: A. Prior to excavation for planting or placing of stakes, locate utilities, clcctlic cables, conduits, sprinkler lines, heads, valves, and valve control wires so that proper precautions may be taken not to damage such improvements. In the event of a conflict between such lines and plant locations, promptly notify the Landscape Architect to ammge for relocation of one or the other. Failure to follow this procedure places the responsibility on the Contractor for making repairs at his expense for damages resulting from Work hereunder. B. Notii)' Landscape Architect in w1iting of soil or drainage conditions cncmmtcred during planting operations which arc detrimental to growth of plant rnate,ial. C. Chain link protective fencing shall be placed outside the dtipline of existing trees. D. All existing trees shall be protected in place. E. Contractor shall be responsible for the protection of all existing plantings. In-igation to remain in place. WARRANTY: A. Plant Material: I. Plant materials famished or relocated under this Section shall be wmranted in writing, for a pe1iod of 1 year for boxed mate1ial, 3 months for all other mate1ial, from tl1e date of final acceptance for all rnate,ial, against improper installation, and against defective, unsound, or diseased conditions that may appear. Plant mate1ial shall be guaranteed lo live and grow in a healthy condition for the above periods, commencing with the acceptance ofthc work at the conclusion ofthe maintenance. Dead or obviously WJhealthy materials shall be replaced without delay. Tbe opinion of the Landscape Architect will be final in detetmining plant rnalc1ial lo he replaced due to an unhealthy condition. 3. Upon receipt of written notice from Owner of the death of any warranted plant materials during the wammty period, the subject plant materials shall be promptly replaced with the same species originally planted, and ofa size closely approximating the size of the plant ifno1111al growth had occrnTcd since the original planting. Replacements shall be subject to the requirements of this Specification. 4. When plants are replaced, advise the Owner in w1iting, of the necessary establishment maintenance which must be pcrfonncd. 5. Contractor shall not be held liable for loss of plant matc1ials that have not been maintained properly by the Owner. 6. The expense of replacement shall be evenly shared by the Owner and the Contractor if replacement is necessary after the maintenance pc1iod but duling the warranty period. 7. Replacement shall continue to be made until each plant has successfolly established itself for the required guaranty period. PART 2 -PRODUCTS 2.01 MANUFACTURERS: A. Design of soil amendments and fertilizers is based on Oro-Power products manufactured by Southern California Organic Fertilizer Company, (714) 750-3830. B. Materials shall be the product of one manufacturer and shall be either the ones upon which the design is based or the products of a manufacturer accepted in advance. 2.02 MATERIALS: A. B. Imported Topsoil: 1. Provide natural, fertile, fiiable soil free from stones, noxious seeds, weeds, roots, subsoil or other rnate,ial detrimental to nonnal plant growth. 2. Obtain imporied topsoil from local sources acceptable to Landscape Architect. 3. Silt plus clay content of soil shall not exceed 15 percent by weight with a minimum 95 percent passing a 2.0 millimeter sieve. 4. Samples of the import soil shall be submitted to the soils testing laboratmy for analysis, interpretation, and recommendations prior to blending or backfilling. Fertilizer/Soil Conditioner: I. Provide commercial fertilizer, uniforn1 in composition, free-flowing, suitable for application with approved equipment, and delivered to site in unopened containers, each fully labeled according lo applicable fertilizer laws, and bearing the name or mark of the manufacturer. Oro-Power Plus, or equal. 2.03 2.04 2.05 C. D. E. F. G. H. J. K. L. M. Organic Soil Amendment: I. Provide nitrogen stabilized organic amendment derived from redwood sawdust, fir sawdust or finely ground bark. 2. Provide organic soil amendments in accordance with planting plan notes on Drawings. Pre-Planting Herbicide: Round-Up, or equal. Pre-Emergent Weed Control: Ronslar-G, Treflan, Eptarn, Vegitex, or equal. Mulch: 3/4 inch size nitrogcnizcd redwood chips, or medium grind bark mulch as produced by Michael Rawls Company, Orange CA (714) 649-2022, or approved equal. Peat Moss: Sphagnum peat moss, Canadian or European variety, free from alkali. Soil Sulfur: First quality commercial grade. Femms Iron Sulfate: First quality commercial grade. Ag,icultural Gypsum: First quality commercial grade. Calcium Carbonate Lime: First quality commercial grade. Root Hormone: Super Thrive. Backfill mix for general use shall be m accordance with the planting plan notes on the Drawings. N. Excess soil shall be removed or redist,ibuted before application of fertilizer. Where soil is to be replaced by plants. allowance shall be made so that when finish grading has begun, there shall be no deficiency in the specified depth of mulched planting beds. PLANT MATERIALS: A. Identification: Plant material shall be true to type and nomenclature in accordance with AJCHN Standardized Plant Names, and each bundle or plant shall be properly identified with durable, legible labels. B. Quality and Size of Plants: In accordance with rules and grading of AAN American Standard for Nursery Stock, and as shown on the Drawings. I. Trees, shrubs, vines, and ground covers shall have a norn1al habit of growth and shall be sound, healthy, vigorous, and free from insect infestations. 2. Plants that meet the measurements specified, but do not posses a nonnal conliguration or balance of height and spread, will be rejected. 3. Trees and shrubs shall have been grown in containers of the size stated on Drawings, and shall have sufficient roots to hold the root ball together allcr removal from containers without being rootbound. 4. Trees will be straight and or unifo1m shape without damaged, crooked, or multiple leaders. Trees with abrasions of the bark, sunscalds, disfigming knots, or fresh cuts of limbs over 1/2-inch which have not been pruned and painted or completely callused, will be rejected. 5. Groundcover plants shall be grown in llats or as indicated on the Drawings. rlatgrown plants (rooted cuttings) shall remain in original flats until transplanting. Soil shall contain sufficient moisture so that it will not fall apart when lifting the plants. C. Lawn: Sodded turf to match existing. ACCESSORIES: A. Tree Staking shall be as indicated on Drawings. B. Ties shall be as indicated on Drawings. C. Guying rnate1ials for on-grade planting shall be as indicated on Drawings. SOURCE QUALITY CONTROL: A. Agronomic Soils Testing: I. Take 2 samples of site soil at a depth of 6 to 12 inches, within proposed planting areas, after completion of grading and prior to weed control and soil preparation. 2. Take samples to an agronomic soils testing laboratory registered by the State of California and acceptable to ti1e Landscape Architect for soil evaluation. 3. Request testing for fertility and suitability analysis with w1itten recommendations for soil amendment~ fertilizer and chemical conditioners, application rates for soil preparation, planting backfill mix, hydrospray, and post-maintenance fertilization programs. 4. Soils report recommendations shall take precedence over the amendment and fertilizer application rates specified in this Section. . B. Testing laborato1y shall be Soil and Plant Laboratory, Inc., 412 South Lyon, Santa Ana, CA 92701, P.O. Box 11744, Santa Ana, CA 92711 (714) 558-8333. Tests shall be paid for by the Contractor. C. Furnish a soils analysis of existing on-site soil. There shall be 4 sampling areas located throughout the site as selected by Landscape Architect. Take 2 core samples at each sampling area. Suitability and fe1tility analyses with comments and recommendations shall be provided for each sample. D. I. Submit testing laboratoty's interpretation, recommendations, and comments to Landscape Architect within 14 days aJkr the completion of rough grading. rumish a soils analysis of import ::;oil, lightweight soil mix, camellia/gardenia/azalea mix, and nr sawdust p1ior to backfill. Submit 2 quarts of fine sand and 2 quarts of nitrogen stabilized fine fir bark for the custom lightweight soil mix for organi,c and particle size analyses. Do not mix. Submit I quart of fir sawdust for organic analysis. I. Submit soil testing laborato1y's findings to Architect within 5 days plior to backfilling. F. Samples of material, including fertilizers, soil conditions and other specified materials, shall be submitted for inspection. Delive1y may begin upon approval of samples. G. Samples of the native soil shall be submi!tcd to the soils testing laboratory alter rough grading and p1ior to soil preparation. On receipt of a soils analysis and recommendations, a Change Order to the Contract will be issued if revision to soil treatment is recommended. PART 3 • EXECUTION 3.01 EXAMINATION: A. Ve1ification of Conditions: lnspect and accept the condition of the site relative to this Section before commencing Work. If not acceptable, notify the Owner in writing. By proceeding with the Work of this Section, the Contractor indicates his acceptance of previous related work. B. Landscape work shall not begin until construction adjacent to planting areas has been completed and irrigation systems have been installed and approved by Landscape Architect. 3.02 PREPARATION: 3.03 3.04 3.05 A. Protection: I. Provide necessa,y safeguards and exercise caution against injury or defacement of existing site improv.ernents. 2. Be responsible for any damage resulting from landscape planting operations. Repair damage and return the area to the previous condition at no cost to the Owner. WEED CONTROL: A. Apply pre-planting herbicide to visible weeds, before and after soil placement. B. Pre-emergent Weed Control: Immediately alter planting, apply pre-emergent weed control 1naterials to planted areas which will not be seeded. C. Protect existing plants from damage. D. After application of weed killer, before and during preliminaiy and finish grading, remaining weeds and grasses shall be dug out by the roots and disposed of off-site. Weeds and grasses not of the perennial type, less than 2-1/2 inches high and not bearing seed, may be turned under. Perennial weeds and grasses to be removed include, but arc not limited to the following: I. Nut Grass. 2. Alfalfa. 3. St. Augustine. 4. Puncture Vine. 5. Kikuya Grass. 6. Mustard Plant. 7. Johnson Grass. 8. Wircwood. 9. Morning Gloty. SOIL PREPARATION: A. Cross-rip on grade planting areas to a depth of 10 to 12 inches in two directions. B. Broadcast the organic soil amendments uniformly over surface of the area to be treated. Roto-till the top 6 inches of planting areas to evenly distHbute the amendments and conditioners into the soi I. C. Moisture Content: The soil shall not be worked when the moisture content is so great that excessive compaction will occur, not when it is so dry that dust will forn1 in the air. Water shall be applied, ifncccssmy, to provide ideal moisture conditions. PLANTING OPERATIONS: A. Finish Grading: Prior to commencement of planting operations, complete finish grading as specified in Section 02915. B. General: P1ior to installation of irrigation system, specimen trees shall be located as directed by Landscape Architect. I. Preparation or Lawn Beds: At the time of planting, lawn bed shall be raked lightly to an even surface, removing any deleterious materials. Care shall be taken not to change the drainage pattern. The lawn bed shal I be inspected by the Landscape Architect to dete1mine suitability for planting prior to seeding. The Contractor shall obtain such approval before seeding. 2. Watering: Jmrnediately at\er planting, seeded areas shall be watered with a fine spray, care being taken to avoid erosion, and the planted areas kept moist until the seed has germinated and the plants have become established. . 3. \Vateling Basins: Construct a finnly compacted rnoWJd of soil around each tree and plant to form a watering basin at the edge of and following the shape of the planting pit area . Mounds for trees and for vines from 5 gallons or larger containers, shall be at least 2 inches high. Excavated earth, if capable ofretaining water, may be used. Refill any se!tlcmcnt. C. Plant Pits: Trees and shrubs shall be installed in round pits with vertical sides, a width equal to twice the diameter, and a depth equal to the height of the root ball or container. Sides and bottom of plant pits shall be scarified. D. Setting Container and Larger Plants: I. Liner root barrier shall be installed adjacent to all trees. a. The root barrier shall be CP-Series 24" depth manufactured by Centu1y products, 1144 North Grove St., Anaheim, CA 92806, (714) 632-7083 or approved equivalent. b. l11e barriers are black molded modular panels manufactured using 50% recycled polycnthylene plastic with ultraviolet inhibitors and .085 mil in thickness. Each panel has vertical 90 degree root deflecting 1ibs protruding 3/4" in height. The ribs have a minimum thickness of .085 and are placed 6" apart. An integrated self interlocking 90 degree ribbed connection joining system provides for an instant assembly by sliding one panel into another. -REF DATE BY Landscape Architecture & Planning 26011 NEWPORT BLVD. SUITE 130 NEWPORT HEACU ° CA 92663 P II ONE: 949,675.1445 FAX: 949.675.9991 The u,;e of these plans & specif1ca!ious sha\l lrn restrkloo to lhe origrnal site fur which they were prepared and pubhca!loo thereof is expressly 1,m,ted In sucl! use. Rr.pmdLiclmn, pubhcalion or re-use by any melhn<I, in wll!1le or m part, without !he c;,;prcs~ con~ent ofJ>c,riilian is prohibited. Title to these plr.ns rui.d spccificatiol!Srerruiin in Feridian withom prejudice. Visual contact wi01 lhese plnns and spcc1fic~tions sha □ oonsll1ule prima facie evidence of the acceptance nfthc.s,: rC'llricbons. DE5C-RIPTION Of REVlS!ONS & f---+--~---~·-_·-+-f····. ------------------+--, & .. --.--,--+=--+-------------------+--- f-+---+-+-------------------1·-·-- --·--f---+------------------ f-+--+-+--------------------i····-·-·- - --+---+---1---- ----------------1·····-·- f---t----j··· ------------------+-----J f---t---l···f----------------------1--1 E. Soil testing shall be conducted for organic suitability alter completion of planting in the soil C-3865 preparation and backfi II mix areas. Submit to the testing laboratory the origin~a:;-l .::a.::m.::e:::n:::d::.rn::.e:::1_::1t',-;-;rr:,-,-::,----.-.,-:',:-:,.,--,--::,::-:-,,rr.-=-==----.===::--=====---,.:===---------f---'---'-~---------------------j specification with previously issued bulletins for soil APPROVAL RECOMMENDED APPROVAL RECOf,lMENDED APPROVAL RECO~iMENDED REV1Er1tD amendments and installation procedures. Provide 3 random samples of planting soil for analysis. Fe1tility analyses, recommendations, and inte111rctations shall be furnished by the testing laboratory to ensure all specified amendments made been provided. GENERAL SERVICES DIRECTOR DATE _______ _ UTILITIES DIRECTOR R.C.E. No. 51056 DATE ________ _ TRAFFIC ENGINEER R.C.E. No. 455210 DATE PRINCIPAL CIVIL ENGINEER R.C.E. NO. 56980 DESIGNED DRAV/N DATE _________ 1-~~~--'T'-P+c-=-G'-G~----t CHECKED D.' 10.29.2008 RP SPECIFICATIONS IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT SHEET 14 or 15 ' • ' I ( \ \ --- 3.06 3.07 3.08 3.0 3.10 E. F. 2. Plants sh, 11 be centered and set on the approp,iate native soil that has been puddled and settled. 3. Plants sh, 11 be set with the top of root ball level 2 inches above finish grade and rotated to give the best appearance in relationship to acljacent strnctures or suJTmrndings. 4. Use appr priatc backfill mix to continue filling plant pits. Set plant plumb and brace 1igidly in 1osition until backfill mix has been tamped solidly around rootball. When 3/4 of the pit is ackfilled, water thoroughly, saturating the rootball. Continue filling pit to finish grade wit 1 backfill mix. 5. When the plant pit is filled, fonn saucer berm around plants with backfill mate1ial sufficient to hold 2 nchcs of water. Remove the bcnn p1ior to dressing. 5. Apply ro t hormone at the rate recommended by the manufacturer. Tree balls shall be set before ap 1lication ofroot honnone, and shall be mulched immediately aftcrapplication of root hom one into the root ball. 6. Water plaits immediately a Iler planting. Provide on-site or approved imported top soil as necessary for raised planters and bring soil up to required finis 1 grades. Staking and GJying: Immediately ai1er planting. stake 5 gallon, 15 gallon and 24-inch box trees. Guy larger trees as detailed on the Drawings. GROUND COVER: A. Install plant material in moist soil in the areas and at the spacings indicated on the Drawings. in neat rows, i1isuring complete coverage of planting areas, including under and around trees and shrubs. Spacings shown in the Plant List or on the Drawings are i1iangular spacing, unless • I otherwise note, . B. Tnstall ground cover rooted cuttings, pots, or flats after mulching. HYDROMULCH W ,ED ERADICATION PROGRAM: A. Fertilize plantin areas with urea 46-0-0 commercial fertilizer at the rate of0.5 pounds per 1000 square feet. B. C. D. E. Water planting, rcas thoroughly and continuously for a pe,iod of3 consecutive weeks. A specific watc,ing durati, n and frequency program designed to germinate all residual weed seeds shall be approved in ad• ance. Discontinue wa ering process for 2 days. Then apply a nonselective broad spectrum systemic herbicide for pc ·c,mial weeds. The type of chemical to be used shall be detcnnined by a licensed pest control ad, isor. If annual weeds are present, usC straight contact herbicide in accordance with pest contn 1 adviser's recommendations. Allow sufficien period of time to insure that all weeds are dead. Follow herbicide manufacturer's direction. Water plantingfreas thoroughly and continuously for a period or 3 weeks. A shorter wate,ing period may be ennissible at the discretion of the Architect. Discontinue wate1ing process for 1 day prior to th second application of the herbicide spraying. Re-apply the spraying operation with a straight dontact weed killer according to pest control adviser's recommendations. Avoid inigation for a 11inimum of 4 days for effective final weed kill. F. Clear al I des ice ted weeds from the area. G. Water all planti 1g areas thoroughly and continuously for 3 consecutive days to saturate upper layers of soil pr or to hydromulching operation. H. Allow planting rea soil surface to d,y out for I day only prior to the hydromulching application. Exercise care tc not allow the soil surface to be either super-saturated with water or bone dry p1ior to the hyd omulching installation. There should be some residual moisture within the fist 1/4-inch ol'the. oil surface. FIELD QUALITY C )NTROL: A. B. C. D. General: Notify Architect at least 24 hours in advance when requesting on-site reviews. Schedule for 01 -Site Reviews: 1. Pre-job c, n ference. 2. At comp! tion of finish grading. 3. At comp! lion or roto-tilling. 4. J\t comp I, tion of fine grading. 5. At delive,v of plant materials. 6. At plant 1, yout prior to excavating pits. 7. J\Hcr plar ting pits have been excavated, but prior to backfilling. 8. Alter inillal planting operatmns. (One tree with each type of specified staking shall be approved ~rior to planting of trees.) 9. Alter plaJement of drainage course, but prior to placement oflightweight soil mix. Pre-1vlaintcnan c Review: 1. At the coJ1pletion oflandscape planting operations and p1ior to the beginning of the fonnal maintena, cc period, the Pre-Maintenance Review shall be held. 2. Request oh-site review of Landscape Architect five working days prior to the completion of work i, order that a mutually agreeable time for review may be arranged. 3. At the time of review, the areas under the Contract shall be free of weeds, dead leaves and trash, nca ly cultivated and raked. Stakes, guys and plant basins shall be in good order. 4. If, alter the Pre-Maintenance Review, Landscape Architect is of the opinion that the Work has been e1fom1cd in accordance with the Drawings and Specifications, w1itten notice of preliminm} acceptance will be given. This rcpo11 will note any items which must be co,rected, and state the date of commencement and completion of the fom1al maintenance pe,iod. Final Review: P lrform Final Review in aceordancewith Section 02970-Landscape Maintenance, at completion o 60 calendar day maintenance. CLEANING: A. Keep all areas ofth \\'ark clean, neat and orderly at all times dming the period of Contract. Clean constmction areas a the end of each day. PROTECTION: A. Protect areas susce,tiblc to traffic by erecting barricades immediately ai1er planting. Maintain protection as rcquir d by Section 02970. END OF SECTION SECTION 02915: LANDSCAP': FINISH GRADING PART 1 -GENERAL j 1.01 SUMMARY: A. Section lncludes: Weeding and finish grading of lawn and planting areas. B. Related Sections: 1. Section 02900 -Landscaping. 1.02 DEflNITIONS: A. finish Grading: Finish grading shall consist of finishing surfaces by raking smoothly and evenly. removing, and disposal of extraneous matter to facilitate natural 11.m-offv,,ater. PART 2 -PRODUCTS [Not Applicable] PART 3 -EXECUTION 3.01 EXAMINATION: A. Vclification of Conditions: P1ior to Work of this Section. examine the installed work of other trades and ve,ify that such work is complete or properly corrected to the point where this installation may properly commence. 3.02 PREPARATION: 3.03 A. Preliminaty Grading: Grades in planting areas shall be established to within plus or minus 0 .10-foot under other sections prior to beginning of landscape constrnetion. B. Weeding: Defore and dming finish grading, weeds and grasses shall be dug out by the root and disposed of off-site. INSTALLATION: A. 13. C. General: When preliminary grading and weeding has been completed and the soil has d1ied sufficiently to be readily worked. lawn and planting areas shall be graded to the elevations indicated on the Drawings. Grades not othciwise indicated shall be uniform levels or sloped between points where elevations are given. l\:linor adjustments of finish grades if required shall be made at the direction of Landscape Architect. finish grade shall be a smooth, even, and uniform plane with no abrupt change of surface. Soil areas adjacent to building shall slope away from the building to allow a natural nm-off of water, and surface drainage shall be directed as indicated on the Drmvings by remodeling smfaccs to facilitate the natural mn-off water. Low spots and pockets shall be graded to drain properly. Drainage: Finish grade with proper slope to drains. Flow lines, designated or not, shall be graded and maintained to allow free flow of surface water. Conform to grades indicated on Drawings after thorough settlement and cornpactmcnt of the soi I. Moisture Content: The soil shall not be worked when the moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will fonn in the air or that clods will not break readily. Water shall be applied, if necessmy, to provide ideal moisture content for tilling and planting operations. D. Shmbs and Ground Cover: The finish grade of shmbbc1y and ground cover areas shall be 1-1/2 inches below grade ofadjacenl pavement, walks, curbs, or headers and 3 inches below adjacent walls, except when drainage conditions may require flush grades, as directed by Landscape Architect. E. Lawn Areas: The finish grade of lawn areas shall be 1-1/2 inches below grade of adjacent pavement walks, curbs, or headers, except when drainage conditions may require flush grade as directed by Landscape Architect. Roll lawn areas with 300 pound roller until a uniformly compact and even surface is obtained. F. Immediately prior to planting operations, planting areas shall be cleaned of weeds, debris, rocks over I inch in diameter, and clumps of cai1h that will not break up. Adjust any areas disturbed by installation of sprinkler iJTigation system. 3.04 FIELD QUALITY CONTROL: A. Reviews: Conform to review requirements of Section 02900. END OF SECTION SECTION 02970: LANDSCAPE MAINTENANCE PART I -GENERAL 1.01 SUMMARY: A. Section Includes: Continuous maintenance of plant material during and after maintenance period. D. Related Sections: I. Section 02810 -Irrigation Systems. 2. Section 02900 -Landscaping. 1.02 QUALITY ASSURANCE: A. Rcgulatrny Requirements: Comply with applicable codes and regulations of governmental agencies having jurisdiction. Where those requirements conflict with this Specification, comply with the more stiingcnt provisions. 1.03 MAINTENANCE: A. Maintenance Service: After landscape planting and irrigation work have been completed, inspected, and approved by Landscape Architect, provide maintenance of planted areas by means of continuous watering. \Veeding, rolling, mowing, re-seeding. cultivating, spraying. mulching, trimming, edging, and other operations necessmy for care and upkeep for a period of 60 calendar days for the Plant Establishment Period, followed by a 90 calendar day maintenance period. The site shall be inspected and approved by Landscape Architect at the end of the 60 calendar day Plant Establishment period, before being placed on maintenance. PART 2 -PRODUCTS 2.01 MATERIALS: A. Materials used in conjunction with the maintenance work shall confom1 to the material requirements originally specified under Section 02900 for the landscape planting work. PART 3 -EXECUTION 3.01 EXAMINATION: A. Ve1ification of Conditions: P1ior to Work of this Section, examine the installed work of other trades and ve1ify that such work is complete or properly cmTected to the point where this maintenance work may properly commence. 3.02 LANDSCAPE PLANTING: 3.03 3.04 A. Maintenance of new planting shall consist of wate1ing, cultivating, applying pre-emergence weed control, weeding, mulching. re-staking, tightening and repailing of guys, resetting plants to proper grades or upright position, restoration of planting saucers, and furnishing and applying such sprays and invigorants as are necessary to keep the plants free of insects and disease and in thriving condition. B. Fe1iilizing: I. Apply top-dress fe11ilizer to groundcovcr areas at the rate of 50 pounds per 1,000 square feet at 25 days and 50 days after beginning of maintenance period. 2. Bandini Gro-pellets shall be applied at the rate of 20 pounds per 1,000 square feet to all lawn areas 25 days and 50 days after the maintenance period is initiated. C. lnigate planting areas as required to ensure active growth keeping areas moist but not saturated. Regulate irrigation as necessaiy to avoid erosion and gullying. D. Inspect plants, including lawn, for disease or insect damage weekly. Treat affected material immediately. E. Remove damaged or diseased growth from trees and shrubs. Treat cuts larger than 1/2-inch in dlamcter with tree paint. F. Immediately remove any dead or dying plants not in a vigorous thriving condition. Replacement shall be the same species and size as originally planted. G. Restakc, tighten, and repair guys. Reset to proper grades or up1ight position any plants that arc not in their proper growing position. H. Mow lawn to a height of 1-1/2 inches and trim edges whenever the average height exceeds 2 inches. Remove clippings. I. As it becomes evident that certain lawns and groundcovcrs have not established unifom1ly or properly, replant the areas immediately with the same plants and quantity as specified to achieve 90 percent coverage of healthy, actively growing lawn and groundcovers for approval at Final Review. IRRIGATION SYSTEM: A. Maintenance of inigaiion system shall consist of cleaning nozzles, servicing valves, setting controller programs, and other activities required during the landscape maintenance period. FINAL REVIEW: A. Conduct final Review at the completion of the fonnal maintenance pe,iod. B. The Contractor shall request the inspection, in writing, to Landscape Architect 10 working days before the completion of work in order that a mutually agreeable time for inspection may be aJTangcd. C. Landscape Architect, Contractor, Owner, and others as Landscape A1chitect shall direct, shall be present at the Final Review. D. If. after the inspection, Landscape Architect is of the opinion that all work has been pe1fo1111ed in accordance with the Drawings and Specifications, and that all plant materials are in satisfact01y growing condition and the irrigation system is in operating order, he will give the Contractor w1itten notice of final acceptance and end of the fom1al maintenance period. E. Work requiring corrective action or replacement in the judgement of the Architect shall be pcrfo1111ed within 10 days allcr the final inspection. Corrective work and materials replacement shall be in accordance with the Drawings and Specifications, and shall be made by the Contractor at no cost to the Owner. 3.05 CLEANING: A. Planted areas shall be kept free of debris, and shall be cultivated and weeded at an interval of not more than 14 calendar days. B. At completion of maintenance pc1iod, all areas included in the Contract shall be clean and free of debris and weeds. Plant mate,ials shall be live, healthy, and free offi'1fcstation. C. Wash down walks and paving areas only, with high pressure hose at least once a week. 3.06 PROTECTION: J\. Protect planting areas and plants against damage for duration ofmaintenance period. Maintenance includes temporaiy protection fences, barriers, and signs as required for protection. If plants become damaged or injured, treat or replace as directed by Architect at no additional cost to Owner. END OF SECTION APPROVAL RECOMMENDED GENERAL SER\t1CES DIRECTOR DAT[ _______ _ APPROVAL RECOMf,iENDED UTILITIES DIRECTOR R.C.E. No. 51056 DATE ________ _ APPROVAL RECOMMENDED DATE TRAFFIC ENGINEER R. C.E. No. 45521 o ---------- RE\t1E\"/lD PRINCIPAL Cl\t1L ENGINEER R.C.E. NO. 56980 DATE DESIGNED CHECKED DRAl'/N TP GG DAT10.29.2008 RP -REF DATE ffi' t---i------ rD18R(fDTA\JN Landscape Architecture & Planning 2600 NEWPORT HLVD. SUITE 130 NtWPORT HEACII ° CA 92663 P HONE: 949.675.2445 FAX: 949.675.9992 The u~ oftl1c-se 1,!ans & spec1fical!or.s shall he restncted to the ongmal site for winch they were prepared and pubhca1ton therrof rn expre.ss!y lrrmkd to sucll use. Rcprodllchon, publirnlmn Of re~usc by any mdhod, in whole or in part, wit110L1! the express con~<:rJI ofI'ernlran is prohibited. Tille ta fhe:se plans and spec iii.cations remain in Peridinn wlthoul pre JU dice. VIBual contact with lilese plans 811d spec1fiCl!tions shall con~l!tute prima facic evidence of the acceptance nf1he,:e reslnciJOIL~. DE¼RIPTION OF RE'/1';;,ION'.:> APPV. --------------------t---i ··--f---+--+--------------- f--t---+-+---------------------,--··· ---l--+-+-------------------i---1 -----+---+--+------------------------r----i t------------ ' ·J----t--+-----------" ··-·---·---··-~-·· -~ '--t---i ~, l········f-------------------t---J f-+---+-+-----------------1--- . C-3865 SPECIFICATIONS IRVINE TERRACE LANDSCAPE IMPROVEMENTS PHASE 1 CITY OF NEWPORT BEACH R-5941-S PUBLIC WORKS DEPARTMENT . SHEET 15 OF 15 \