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Home My WebLink AboutP_5199_S' i I ' .. ', . -.:··.· :,: ·-. . . .. ,, ~"' . ' / f . .. . •,•• ' / ' NEWPORT COAST DRIVE VIEW PARKS j VESTING GENERAL NOTES -STANDARD PLANS 1. The developer shall telephone the Orange County Environmental Management Agency, 567-7800, at least 24 hours prior to starting construction. _ . 2. All landscaping and irrigation work. shall conform to . the Orange County Environmental Management Agen·cy Standard Plans (current edition) and. these -plcins. In case of conflict, the standard plans shall prevail. • 3. All trees within 5' of hardscope shall be planted in deep root containers. 4. ENCROACHMENT PERMIT No. 2001~0044 ·_ • 2601,0045 \': ' EMA-approved· plans· do not relieve contractor I developer from responsibility to obtain public property permit which shall be available _ on the job • at all times >Vork is being accomplished in public right of way. 5. All improvements constructed by these plans shall be County of Orange maintained. REVISION REVISION DESCRIPTION APPROVAL DA1E NO. SIGNATURE &. ,#/. 8Pt2 ALL SHEETS· ~ - 6 6 6 TENTATIVE PARCEL MAP LANDSCAPE ARCH~TECT JEJP EPT LANDSCAPE ARCHITECTURE 31872 CAMINO CAPISTRANO SAN JUAN CAPISTRANO, CA 92.675 Phone: 949-661-7127 Fax: 949-248-259~ _ . _ ·Project Principal: RICHARD VANDERWOOD, ASLA · Project Manager: JIM ENGELKE, ASLA DEVELOPER IRVINE COMMUNITY DEVELOPMENT COMPANY ----~550 r~EVJP0RT-CENTER~DRIVE ---,,-.._\ -NEWPORT BEACH, CA 92660 Phone: 949-720-2340 Fax: 949-720-2629 : Project Manager Land Development: JOHN SHERWOOD -~ 95-116 .-01, '"· ZONE 6 lio. . ~-. • R(S(RVOlft I-ID s»0 CAN'l'OH R SCRVOLR TITLE SHEET LANDSCAPE TITLE SHEET VIEWP ARI( #1, CONSTRUCTION LAYOUT PLAN VIEWP ARK #2, CONSTRUCTION LAYOUT PLAN CONSTRUCTION DETAILS CONSTRUCTION DETAILS VIEWP ARK #1, PEDESTRIAN CROSSING ARCHITECTURAL PLANS VIEWP ARK #I, IRRIGATION PLAN VIEWPARK #I, OAK TREE DRIP PLAN VIEWPARK #2, IRRIGATION PLAN VIEWP ARK #2, OAK TREE DRIP PLAN IRRIGATION LEGEND AND NOTES • IRRIGATION DETAILS VIEWP ARK #1, PLANTING PLAN VIEWP ARK #2, PLANTING PLAN PLANTING DETAILS • LS 95.19D SHEET NO. T-1 LI.I Ll.2 Ll.3 Ll.4 A-I L2.I L2.IA L2.2 , L2.2A, L2.3 L2.4 L3.I L3.2 L3.3 $,'J--1 JOAOULH RESERVOIR PROJECT VICINITY TITLE: PLANNING COMMISSION RESOLUTION 91.31/CDP 91.007 EMA REGULATION HEREBY CERTIFIES THAT THIS PLAN WAS DRAWN BY: STAFF ,DESIGNED BY: STAFF CHECKED BY: R.H. V.Jr. CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DATE ,, .. 9/20/95. . ' DATE ''•• 9/20/95 DATE - ' 9/20195 .. ~ ' . . ' , ... ,,, ' • -,' --. . ., VICINITY MAP ,_ \i:~ •.• • "'-.-: . . . ' -._,..r ,-- ., APPROVED BY ENGINEER: ' ' APPROVED BY: IRVINE RANCH WATER DISTRICT WATER FACILITY -- .-SIGNATURE • SIGNATURE DATE T-1 -,. ' ,.,_,_ ... ,, ,•, :, ' : ·, . L LAND$CAPE ARCHITECT'S SEAL .SICNATORE ., • . ,' /' ·" . .. ' DATE ·-s1GNATURE OF i6 SHEETS ~-_'.:?i(.i_.: .. · .,''.·,; .. ·: :;:·:-.' ~ -.· .. -, " '-'"'',-•. • .· ., ~·. • '-· ;_,,.,;, :, _;;:~,-.,. '-,,-._;..,,.;'<'.\,._ .. ::·.·. -~·-·.-.. :·; . -_ --, ,L. --•• ,, ·--~.~···; _'...-,:,::::-:2,i-"::,.:·;_,. -·. -.• _,.,,.-: -... .-·:~~--,-... ,,, ' '" ,•. • • . -·--,,• ---. -------------.. ----··· / --/ / ,/ ,' .· / / ------- ---- --- ·--- PA ·-·- -- / / ,· / / / \ \ - ---------\- \ '"•------- ,. ------ -------- L-s•~-·----;-,,<. __ . • ·--. -----,-_;:-:·---./<:::. ·-_,;:·-------s;,--- .,-,---f-··-----y_: ' \ \ \_ cP '(} -- \ \ \ -\ \ PA. ---'------ P.A. -,, ----. ...\ ' ' -... _ \ \ "' 00 a, \ \ ----------- ' \ \ \ \ \ - \ \ - ---. -· ,. ----·- --- \ ----------·· ------··. --- ---· ---. -- \ ' - ----···· ,. ____ , \ --__ ,. .. --·-· / ,--- -- .---- --- '--,i -- -- --- -- --- -----· -(SS) ----(R\,V) (D\V) I TIE' '" . ---- --,-" -- ------ --- ------ --- \ -- E><15T1NG CONCRETE WALK. PROTECT N PLACE. (TY?,) / PA ···--· ...... , __ -----------·--,---------------------- -- ------·- --\,. ~---~--------:~·j_L5 ___ _ ----~----~_:__,._ --• -- --- ----- / / -410 405 ... , __ ---- ·----. ·----- --385 -------aso --375 ---370 ----365 -360 355 -350 --- -----· / --345 ----340 -335 ---330 --325 320 --315 310 305 300 ---- 295 -----· \ \ \ \ PA \ -- -- ---- ----- -" ·-... \ ··,,. \ -, ', \ -' \ \ \, \ -' \ \ \ \ -------··- --·,-·--··- ' PA. /_ _ _____ (T/E) I \ \ -\ ---- \ \ \ \ \ \ \ \ \ \ ' -- -\ \ \ \ \ \ \ \ PA \, \ \ --- ---403, --401 \ / I --------!-·----· / '• P.A. \ / / / -I I / .. --· / -· PA I -· ------· / /f :/ :1 Co co -I i' .' i 0-, -- I I I . --, __ ,. .----- - - I ------::::~:::-.::.-------/~ -·· / J -/! /i / - I ! -- , .. --- ---· Ll1rr .ofo GRAPING / / / I LiMIT OF PERMIT I Co 2J NCCP LINE/ PARCEL LINE NOTES I. FOR HORtzONT AL CONTROL POINTS 5EE CIVIL ENGNEERNG PLANS, PREPARED 13Y R13F CONSULTING. 2. CONTRACTOR TO 5Ul3MrT SAMPLES OF ALL CONCRETE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TC CONSTRUCTION. REFER TO SPECS FOR RJRTHER REQU-TS, 3. LANDSCAPE ARCHrTECT TO 13E NOTFl,D N ADVANCE TO l3E PRESENT PURING NSTALLATION OF l30ULPERS AND PLACEMENT OF RANDOM STONE PAVING TREATMENTS. 4.ALL CONSTRUCTION IMPROVEMENTS SHALL 13E COUNTY OF ORANGE MANTANEP. CONSTRUCTION IJ,a:E1'ID FOR MATEralAL.5, COLORS, FINl5HE5 AND MODELS, 5EE INCUISIVE CON5TisUCTION IJ,a:E1'ID ON SHEET LL3 NlJMl3ER DE5CRl?TION DETAU.. 0 EXPOSED AGGREGATE WALK DETAIL A SHEET Ll.3 0 CONCRETE PAVNG DETAIL 13 4 D SHEET Ll.3 0 SAW-OJT JOINT, TYP. DETAIL C SHEET Ll.3 0 EXPANSION JOINT, TYP. DETAIL E, SHEET Ll.3 ® PARKING LOT 5EE CML ENG.PLANS © PEDE5TRL4N CR055NG 5EE DETAILS SHEET Ll.5 G) RANDOM STONE PAVING DET. I, Ll.3 DET. H, LIA 0 RANDOM l30ULDER5, TYP. DETAILS F,G,I SHEET Ll.3 ® OVERLOOK HARPSCAPE/ DETAIL H ENLARGEMENT SHEET LIA @ OVERLOOK 5EATWALL DETAIL A SHEET LIA ® INFORMATION KIOSK 5EE ARCH. ENG. PLANS @ POJRED-IN-PLACE 5EA TWALL DETAU.. G SHEET LIA @ DRINKING FOJNTAIN DETAIL F SHEET LIA @ 13ENCH 5EA T DETAU.. D SHEET LIA ® PICNIC T Al3LE DETAU.. C SHEET LIA @ TRASH RECEPTACLE DETAIL 13 SHEET LIA ® HANDICAP PARKING ACCE55 5EE CIVIL ENG.PLANS ® HANDCAP SIGNAGE 5EE CIVIL ENG.PLANS @ KIOSK HARP5CAFE DETAILS E, G ENLARGEMENT SHEET LIA 1§) REMOVEA13LE 13OLLARP PET Al. DETAIL H SHEET Ll.3 ® DECOMPOSED PETAi. J GRANrTE PAVING 51-!EET Ll.3 0 15 30 60 I I I I NORTH SCALE: 1"=30' ~--' VIEWPARK NO. 2 VIEWPARK ~O. 1 PAC:FIC COAST H:GH','IAY KEYMAP 31872 Ccmlno Ccplstn::no Sen Ju:::n Copi:..bl':l'IO, CA 92675 949 631-7127 FAX 949 248-2599 1214 East Grscn Sb'cGt Paocdcna, CA 911 cs -628 765-2003 FAX 628 765-2547 PREPARED FOR: 550 NEWPORT CENTFR DRIVE: NEWPORT BFACH, CAUFORNIA 92660 TELEPHONE, (949) 720-2000 CONSULTANT: Revisions By VIEWPARK NO. i CONSTRUCTION LAYOUT PLAN LS 95.19D 111111 Job No.: Drovm: CR/JK/JE Checked: RHV/MS SHEET 2 OF 16 ' 0.. / . •. \ \ \ I \ \ I / ·---·- 1,-'\ __ ,. \ \, ; ._,· \ \ \ \. • \ \ \ \ • \ \ \ \ NE /"' 0 c'. I I ! \ ! . ',) \ \ ; . . • I \ \ \ ' \ \ . \ \ I ! \ \ ; \ \ I \ \ \ \ \ \ \ \ PORT I I \ I \ I • / / P.A. ! , co EXISTING CONCRETE WALK. PRo1ECT IN Fl.ACE. / ' ; I / P.A. / ST 20 / \ ~;,(.:"' \ I I \ I DR~VE CONCRETI: DRIVS.UA y AND Tl-lk:KENED CONCRETE S!DEWALK FER CIVIL ENGINEER'$ PLAN I I I (j) / ~--,· / ; / I / / // ,• I / i ; I I I I / // 1-·/ / ----- ___ /- / / / / I / '----/ 7 '-----/ NCcP Llf,,E/ F~LiNE / / I / / ; / / / / / / / I I ---·-· / . / / / ' I / / / I / / / / I / I I .---· __ _,.- / / / / / ---- ; I NOTl:5 I. FOR 1-lORIZONT AL CONTROL FONTS 5EE CIVIL ENGINEERNG Fl.ANS, PREPARED !3Y REJF CON5UL TNG. 2. CONTRACTOR TO 5Ul3Mrr SAMPLES OF All CCNCRETE TO l.AND5CAFE ARCl-!rrECT FOR AFFROV AL PRIOR TC CCNSTRUCTION. REFER TO SFEC5 FOR FURTHER REQUIREMENTS. 3. l.ANDSCAFE ARCHrrECT TO ElE NOTIFED N ADVANCE TO !3E PRESENT DUR NG NST ALL.A TION OF ElOUI..DERS AND Fl.ACEMENT OF RANDOM STONE FAVNG TREATMENTS. 4. All CCNSTRLICTION IMPROVEMENTS 5HALl !3E COUNTY OF ORANGE MANTANED. CONSTRUCTION LEGEND FOR MA'TcRIAL.5, COI..OR5, FNISHE5 AND MODELS, 5EE INCI.IJSIVE CONSTRUCTION LEGEND ON SHEET Ll.3 NIJMeER DESCRIPTION DETAL CD EXFOSED AGGREGATE WALK DETAIL A SHEET Ll.3 0 CONCRETE FAVNG DETAL El 4 D SHEET Ll.3 0 SAUJ-0.JT JONT, TYF. DETAIL C SHEET Ll.3 0 EXFANSION JONT, TYF. DETAL E, SHEET Ll.3 0 FARKNGLOT 5EE CIVIL ENG. Fl.ANS @ FEDESTRLAN CROSSNG 5EE DETALS SHEET Ll.5 (i) RANDOM STONE FAYING DET. I, Ll.3 DET. H, Ll.4 0 RANDOM ElOULDER5, TYF. DETAILS F,G,I SHEET Ll.3 ® OVERLOOK HARD&CAFE/ DETAIL H ENLARGEMENT SHEET Ll.4 @ OVERLOOK SEA'TWALl DETAL A SHEET Ll.4 ® NFORMATION KIOSK SEE ARCH. ENG. Fl.ANS @ FOURED-N-Fl.ACE SEA 'TWALl DETAIL G SHEET Ll.4 ® DRNKING FOUNTAN PETAL F SHEET Ll.4 @ 6ENCH SEAT DETAIL D SHEET Ll.4 ® PICNIC TA6LE DETAIL C SHEET Ll.4 @ TRASH RECEPTACLE DETAIL El SHEET Ll.4 ® HANDICAP FARKNG ACCE55 5EE CIVIL ENG.Fl.ANS ® HANDICAP SIGNLAGE 5EE CIVIL ENG.Pl.ANS ® KIOSK HARD5CAFE DETAILS E, G ENLARGEMENT SHEET Ll.4 @ REMOVEAElLE 60Ll.ARD DET AL PETAL H SHEET Ll.3 @) DECCMFOSED DETAIL J GRANrrE PAVNG SHEET Ll.3 0 10 20 40 I II.----,I NORTH SCALE: 1 "=20' ~---1 VIEWPARK NO. 2 PAClRC CQASTH:GH;'JAY KEYMAP 31872 Camino Ccplctrono St:n Juen CoplG1J'ano, CA 92875 949 631-7127 FAX 949 248-2559 1214 Eoot Gl'GQn Strc:;t Pcsc.dsna,CA 91108 . 628 795-2003 FAX 628 795-2547 PREPARED FOR: 550 NEWPORT C£NT£R DRIVE NEWPORT BEACH, CAJJF'ORNIA 92660 TELEPHONE: (949) 720-2000 CONSULTANT: Revisions By ~ =-'= oc © c«: tiL "r"" ,... s I LO Ci} w ('\! < en 0.. = co -I-< > Zz 2 a: w ~ fr 2 -I w • w > Cf) -:::) _. 0 0 = 0 c) 0 a: oc ~ z -C 0 :c z ~ ~ w F 0 > --oc cc t; ~ 00 c«: ~ Ix :::) I-a: z 0 $ 0 I-w Q,. en I-u w a1 z (!j -0 z F > z 0 -oc ~ 0 w > tiL s w z Date VIEWPARK NO.2 CONSTRUCTION LAYOUT PLAN LS 95.19D 111111 Job No.: ED0-533 Draem: CR/JK/JE Checked: RHV/MS SHEET 3 OF 16 Cl Cl Lr, I Cl_ CONSTRUCTION LEGEND NUMElER DE6CRIPTION CD EXPOSED AGGREGATE WALK 0 CONCRETE PAVING 0 SAll>OJT JOINT G) EXPANSION JOINT ® PARKING LOT © PEDESTRIAN CROSSING 0 Ll1ITED STONE PAVING @ RANDOM BOULDERS @ 0 @ @ @ ® @ ® OVERLOOK HARDSCAPE ENLARGEMENT STONE VENEER SEATWALL INFORMATION KIOSK PO.JRED-IN-PLACE SEA TWALL DRINKING FOUNTAIN ElENCH SEAT PICNC TABLE TRASH RECEPTACLE HANDICAP SIGNAGE KIOSK HARDSCAPE ENLARGEMENT I, STABUZED DECOMPOSED GRANITE PAVING, REFER TO SPEC!'ICATIONS FOR MD< AND StJPPLIER. 2. APPROVED COMPACTED StJEl GRADE PER GEO=Nt:AL REPORT, Q)--=~--=~--=~~,,;:_~m:..:..1,-0'=p--=o--=se-=-d,:,:___;,G_a_n_ite_P_av_i_n=g ____ _ MATERIAL INTEGRAL COLOR CONCRETE MFR• SCOFELD HAND-SEEDED AG-GREGA TE MFR•KRCROCK INTEGRAL COLOR CONCRETE MFR•SCOFELD AC PAVING INTEGRAL COLOR CONCRETE CUREl 4 GUTTER w=D INTEGRAL CONCRETE COLOR MFR•SCOFELD INTEGRAL COLOR CONCRETE MFR• SCOFELD HAND-SEEDED AGGREGATE MFR•KRC=K LIMITED HAND-SEEDED STONE MFR,, KRC ROCK W, H, L QTY, 5' X 4f X 5' 4 3' X 3 X 4' 4 Jj' X 2' X 3' 3 INTEGRAL COLOR CONCRETE MFR• SCOFELD HAND-SEEDED AGGREGATE MFR•KRCROCK LIMITED HAND-SEEDED STONE MFR,, KRC ROCK STACK LEDGER STONE MFR•KRC=K CONCRETE PO.JRED-IN PLACE CAP MFR• SCOFELD w=D/CONCRETE INTEGRAL COLOR CONCRETE MFR• SCOFELD MODEL# FC5 76 MFR•HAW5 MODEL ~4/PINE w=c, MFR• VICTOR STANLEY, INC MODEL # CP-3/PINE w=D MFR• VICTOR STANLEY, INC, PRECAST CONCRETE MODEL TR-D3 ROUND MFR• DURA ART STONE INTEGRAL COLOR CONCRETE MFR• SCOFELD COLOR FINISH MESAElEIGE PALM SPRINGS GOLD "MAX CRU51-IED 11ESA ElEIGE LIGHT SANDBLAST SEE C~L ENG, PLAN SEE C~L ENG. PLAN MESAElE~ LIGHT SAND ElLAST NA'TURAL NA'TURAL 11ESA ElEIGE LIGHT SANDBLAST 11ESA ElEIGE PALM SPRINGS GOLD ~II MAX CRU5!-IED RED MTN, LEDGER NA'TURAL MATCH BOULDERS AT HARElOR WATCH/ CANYON WATCH PARK 11ESA ElEIGE PALM SPRINGS GOLD j" MAX CRU5I-IED RED MTN, LEDGER NA'TURAL RED MTN-LEDGER NA'TURAL 11ESA ElEIGE LIGHT SANDBLAST MESA ElEIGE LGHT SANDBLAST NA'TURAL AGGREGATE LGHT SANDBLAST LT 6ROWN 5T AIN POl.:YURET!-IANE SEAi ED MFR•TElD LT BROWN STAIN FOL"T1JRETI-IANE SEAi ED MFR•TElD AGC.-REGATE• PALM MEDUM SANDBLAST SPRINGS GOLD MESA ElEIGE DETAIL A S;.JEET Ll3 DETAIL El SHEET Ll3 DETAILC SHEET Ll3 DETAl.5 D, E SHEET Ll3 SEE C~L ENG.PLANS SEE S;.JEET Ll-5 PETAL I S;.JEET Ll3 DETAIL H, S;.JEET Ll.4 DETAl.5 G, I SHEET Ll3 DETAIL H S;.JEET Ll.4 PETAL A S;.JEET LIA SEE S;.JEET A-I DETAIL G S;.JEET Ll.4 PETAL F S;.JEET Ll.4 DETAIL D SHEET LIA DETAIL C SHEET Ll.4 PETAL El SHEET LIA SEE C~L ENG.PLANS SEE CWL ENG. PLANS DETAl.5 E, G SHEET Ll.4 I, BOULDER -NUMBER, SIZE AND PLACEMENT VARLAElLE AS FOUND/ STOCKPILED ON SITE, 2.FINISHGRADE. NOTES• A. THE FINAL POSrTION SHALL ElE APPROVED ElY THE LANDSCAPE ARCHITECT PRIOR TO ElACK FILL 4 PAVING El. THE DSTANCE OF D SHALL ElE NO LE55 THAN 6" AND NO GREATER T!-4AN 1811 2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 90· + + + + + + + ++++++++ ++++++~A+ +++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,+ ++++++++++--:-"""-~~~~~-;-"-:-"-,"'-,!, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' ~ • • + + + + + + + + + + + + + + + ~ + + + + + + + + + PLAN VIEW @ Boulder Horizontal Control G ~~----- Sc:!::i: fJ/4' = 1 '-0' I, =NCRETE ElOLLARD, MODEL ~QR-86-RSO COLOR C-3 LATTE, TEXTURE TT ACID ETCl-1, BY QUICK CRETE, (909)737-b240, 2, MANUFACTURER'S BOLLARD SLEEVE WITl-1 LOCKABLE 1-IASP TOP PLATE SET FLUSl-1 WITl-1 =NCRETE DRIVE, CONTRACTOR TO PROVIDE MATCI-IING WEATI-IER-PROOF PADL=K5 AND TWO SETS OF KEYS FOR EACl-1 BOLLARD INSTALLED. 3, D.G, TRAIL PER DETAIL "J" Tl-115 51-IEET, 4, 90% =MPACTED SUB6RADE. 5, CONCRETE FOOTING WITl-1 I" DRAIN 1-IOLE, b, 2'-0" FROM BACK OF SIDEWALK, 7, CONCRETE DRIVE APRON PER CIVIL ENGINEERS PLAN, 8, TI-IICKENED SIDEWALK PER ENGINEER'S PLAN, 9, CENTERLINE OF TRAIL, 5EE SI-IEET Ll2, a ~1 '-MAINTENANCE-.. PULL OUT 1 • "' ' 1u 6'-5' ·-· :p 0 1u Plan View 12' No Seals @ Rsmovebla 0ollerd Hf----------= 1/2•1'4? P.A. PA @ PA ' , ' t, ' . f> • . I> SECTION L 3/8" THICK FIElER EXPANSION JOINT WITH H-CAP -FU JOINT FLU5H WITH APPROVED SLCONE SEALANT TO MATCH ADJACENT CONCRETE PAVING, TYP. 2. 3/1611 RADIUS, i'r'F'. 3, CONCRETE PAVING NOTES• A, SEE CONSTRUCTION PLAN FOR LOCATION OF ED<PANSION JOINTS El, StJElMIT SAMPLE OF SEALANT TO LANDSCAPE ARCHITECT FOR APPROVAL 3 t, ' , ' . , • (> ' • ' ' t, . ' L BOULDER • NUMBER SIZE AND PLACEMENT VARIABLE AS FOUND/ STOCKPu.ED ON SITE. 2. FNISH GRADE 3, COMPACTED StJEl GRADE, PER GEOTECHNICAL REPORT 4, CONCRETE WALK (WHERE OCCURS) 5, APPROVED SI-CON SEALENT TO MATO-I ADJACENT CONCRETI:: FAYING, TYP. NOTES• A. FACING MARKS (PAINT AND CHALK) AND ALL UNNATURAL MARKINGS SHALL ElE REMOVED FROM ALL VISIElLE StJRFACES OF THE BOULDER El. THE FINAL P05rrlON SHALL SE APPROVED ElY THE LANDSCAPE ARCI-IITECT PR:IOR TO 6ACK FU AND PAVING 4 ' MAX, 3 ® Boulder Venical Control F --'-=-:.:..:,,c________c_ ___ _ Sc:>: fJ/4' = 1'-0' PA i L CONCRETE AGGREGATE PAVING. SEE DETAIL "A", Tl-i!S SHEET. 2, HAND-SEEDED LIMITED STONE PAVING. SEE CONSTRUCTION LEGEND FOR MFR. AND COLOR. 3, RANDOM BOULDERS. SEE DETAl.5 "l--f' AND "I", Tl-4!5 S!-4EET. 4, ADJACENT DR~AY PAVING/ 0-CUREl, REFER TO CWL PLANS, &, FINISH GRADE/ PLANTING AREA, TYP, 6, SAU.aJT JOINTS HAND PLACE RANDOM, FLAT, GRADED, RED I MOJNTAIN STONE PECES AT PEDESTRIAN PARKING LOT ONL 'T', STONE PECES SHALL BE 8 11-24 11 SURFACE AREA, ± 2'' TI-IICK AND PLACED UNDER THE Di<ECTION OF THE LANDSCAPE ARCHITECT -111 m m--,, ,-,~7'-TT)- bCONCRETE STANDARD, StJEl-GRADE J DETAIL "A" T!-1I5 S!-IEET -- Random Boulders/ limited Stone Pavin @Ent Enlargement 3 I. CONCRETE PAVING -SEE DETAIL. ue/ T!-1!5 61-!EET. SEE CONSTRUCTION LEGEND FOR COLOR AND FINISH 2, FINISH GRADE• -½" FOR 'TURF AREAS -\'211 FOR PLANTING AREA$ 3. WALK EDGE -¼" RADUS 4, SAW CUT JOINT -SEE DETAIL "c", THIS SHEET &, AGGREGATE -SEE CONSTRUCTION LEGEND FOR COLOR AND SIZES NOTES• A. SEE CONSTRUCTION PLANS FOR SCORE JOINT < ED<PANSION JOINT LOCATION El, CONTRACTOR SHALL StJElMIT SAMPLE OF AGGREGATE FOR APPROVAL ElY LANDSCAPE ARCHITECT 4 @1--~-'._-=~-~-~-A=g=gr_e=g_at_e_W_a_l_k ____ _ J, CONCRETE PAVING, SEE CONSTRUCTION LEGEND FOR COLOR AND FINISH, 2, FINISH GRADE• 1/2" IN 'TURF AREA I 112" SHRUEl/GROUNDCOVER AREA 3. WALK ED6E wrr1-1 3/8 11 RADIU$. 4. SAW CUT JOINT-SEE DETA!L t", Tl-II$ S;.JEET, &. #4 RESAR-@ I8u O.C. EAC!-1 WAY. 6, SUEl ElASE PER GEOTECHNICAL REPORT, 7. COMP ACTED StJEl GRADE PER GEOTECHNICAL REPORT, 31872 Ccmlno Ccpi ... b~o Son Juon Co.pi:rtr.:mo, CA 92875 949631-7127 FAX949248-2589 1214 Ecst Grc:::n SiTcot Po.ocdcno., CA 911 ca 628 7£5-2009 FAX 626 7£5-2547 PREPARED FOR: ~ Ol:'.':'-.'l.t'JTY oova.on~3JT OlMPANY 550 HEWPOl?T CEN7CII Dl?IV£ NFWPOl?T SEACH, CALIFORNIA 92660 TELEPHONE: (949) 720-2000 CONSULTANT: NOTES: Revisions By Date A. SEE CONSTRUCTION PLAN FOR -------- 1' • ' ' ' ' • ' t, t, t, t, • ' • .• • 0 0 6 6 6 • ' ' • • LocATION OF ED<PANSION AND SCORE JOINTS, 1. ¾.U WIDE SAW CUT JOINT 2 CONCRETE PAVING NOTES A SEE CONSTRUCTION PLAN FOR LOCATION OF SAW CUT JOINTS 2 • ' ' ' ' ' ' " t, t, • ' • • 0 6 6 6 ' ' ' ' ,. ,. ,. ,. ,, "·"·"· . ',!'>', ' ,t,',t,',t,',[>' © Saw cut Joint C -------Sl:=J: 5' = 1'-0' t, ' ' ' , ' ' , ' ' b • t, • J, ARCHITEC'TURAL COLUMN OR WALL 2, 3/8" FOAM ED<PANSION JOINT WITH TEAR-AWAY CAP -FU JOINT FLU5H WITH APPROVED SLCONE SEALANT TO MATCH ADJACENT CONCRETE PAVING, TYP. 3. CONCRETE PAVING NOTE• StJElMIT SAMPLE OF SEALANT TO LANDSCAPE ARCHITECT FOR APPROVAL t> . ,,. . . . D , , ,,. ,. . ' {). . . ,,. ,,. , ' I> ,,. . . ' !'> ' . ' @ Paving @ Venical Surface D --=--=---------- Sl:=J: ~ = 1'-0' 00 ~ oc c.o ~ ©l.. ,,.. ,,.. s I LO Ci) w C\l c::C en D.. = ca -I- c::C > zz 2 cc w ..-f2 2 ...J w • w > Cl) -::> ..J (,) (.) = 0 t5 0 cc oc ~ z ~c 0 ~ :c z w F' ~Q > -C: ID b ~ 00 ~ a: I-::> i...; cc cc z 0 $ 0 ti w a.. z I-u w ~o C, -z F' > z (,) -oc ~ 0 w > ©l.. $ w z CONSTRUCTION DETAILS LS 95.19D 11111 Job No.: E00-533 § D, Drawn: CR[JK{JE Chocked: RHV/MS ~5 @I co =--0 E§ § EE Oe, "' Oo o-;; c~ -:;;m a -C C -' () SHEET4 OF 16 0 iii si Cl) j o.O 0, y. Ln ' D- II f----' L NFORMATION KIO$K. REFER TO ARCHITECTURAL PLAN$ FOR STRUCTURE AND FOOTn--165. 2. NFORMATIVE &IGNAGE BY OTHER$. &EE ARCHITECTURAL PLAN$ FOR PEDE&TAL AND FOOTNG. 3. POJRED N PLACE CONCREITE &EATWALL TO MATCH ARCH. COLLUMN&. &EE CON5TRUCTION i.EGEND FOR COLOR AND FNl&H. 4. 03 REBAR TOP, MIDDLE AND BOTTOM, CONT. S. #3 REBAR VERTICAL I@ !e/ O.C, ALT. BEND&. 5. EXPANSION JONT AT STRUCTURE. $EE DETAIL "En, 51--!T. Ll.3. 7. CONCRETE FAYING. SEE DETAIL. 11A1~ &HT. Ll.3. REFER TO CONSTRUCTION LEGEND FOR COLOR AND FINISH. 8. ND6 DRAIN PER CIVI.. PLAN$. S. #3 REBAR I@ 1811 O.C. 60TH DIRECTION$ 10. COMPACTED SUB-BASE PER GEOTECHNICAL REPORT. 11. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. 12. FINISH GRADE. 13. CONCREITE BAND. 14. CONCREITE REV. IS.:!," RADIJS ALL CORNER$ AND EDGES. 15. 3-#4 REBAR CONTINUOU&, @ Poured-In-Place Kiosk Seaiwall G r----------------~:i: 2/.f = 1 \.()' H ., . ·-. ... . . 2 3)----... ·'. •,•• I/ I/ ,. ' .. ' .. ,;" '. (JS ... l r '. 1}-+, .. , ' .. , ,· . •I• • ,I' • • •• . ;: .. : ' •. D I .. ' ' •. ·'· . ,•. . . ' /2 ...... ' . . . ,· . . ·. :::---_..-:::: . . . -,.· . ,• .. ,' .... Overlook Hardsca e Enlargem:an'i: ·.·., ) .. ,• ,· .. ' •., . . , .. . . ,. 'i . . . . . . . . . : ,• . . ,•,• .. . . . '·. . .. .. ' ' .· I. &TONE VENEER &EATWALL. &EE DETAIL "A", Tl-1!6 &I-IEET, 2. EXP AN6ION JONT. &EE DETAIL 'b" AND ''E", 5!-IEEr Ll3. (rrF.) 3. 6AWCUT JOINT. 6 LOCATION$, &PACED EQUALLY. 4. HAND 5EEDED AGGREGATE CONCREITE PAVNG Wn-H NO. 4 REBAR AT 1211 o,c. EACi-1 WAY, 6EE DETAIL "A11, 51-lEET L!.3. S. HAND 5EEDED AGGREGATE WALK PER PLAN. 5. LMn-ED &TONE PAVING. &EE PETAi.. I &HEET Ll.3, &EE CON5TRUCTION LEGEND FOR MFR., SIZE AND TYPE. LAND5CAPE ARCHITECT TO BE PRESENT TO APPROVE LAYOJT . 1. CONCREITE PAVNG. &EE PETAi.. '\3" SHEET Ll.3. 9l--~ '>. s>--, <JI . . ' . • . • . ' .. ·· ,' . ·. ·. '• • • •, : . . ,• .•. . . . . . . 2\---/ '>. I. KIOSK STRUCTURE. COLLUMN PER ARCHITECTURAL PLANS. 2. KIOSK ROOF LINE. 3. 16 11 WIDE SEA TlUALL F!N~ TO MATO-I ARCl--l. COLLUMNS. SEE DETAtL. HG!~ THIS &HEET. 4. HAND&EEDED AGGREGATE PAVING. &EE CONSTRUCTION LEGEND FOR COLOR AND FNl&H. S. DECORATIVE CONCREITE BANDNG. &EE CON5TRUCTION LEGEND FOR COLOR AND FINISH. 6. •:tw><1211hXl"d BRASS LETTERS. SEi FUJ6H MO CONCREITE AS MANUFACTURED BY OJTIDOOR DIMENSION$ (714) 578-9555 ATTENTION, GERI cox. 7. 12) N.D.6. 4" ROJND BRA66 GRATES. CONNECT TO STORM DRAIN SYSTEM ON SITE. 8. EXPAN51ON JOINT. &EE PETAi.. 'E", &HT. Ll.3. 9. ADJACENT CONCREITE AGGREGATE FAYING. SEE DETAIL "A'~ &HT. Ll.3. ID.INFORMATION SIGN FOOTNG. &EE ARCHITECTURE PLAN$. 11. 6AU.aJT JONT N PAVNG. &EE PETAi.. ''c" Sl-tT. Ll.3 12. &AUJCUT JOINT IN &EAT WALL. 13. COLD JOINT. NOTE$, A. CONTRACTOR TO SUBMn-CONCREITE 6AMPLE6 TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CON5TRUCTION. B. ALL PAVNG Wn-HN &EAT WALL AREA TO HAVE NO. 4 REBAR AT 12" O.C. EACH WAY CONTN.JOU&L Y. @1---~-i~-:~-~-=H_1.!_rd_s_c_a__._p_:a_E_n_la_r=g'---:a_m_:a_n_'i: ____________________ _ • "' 9• 12· J~~,,Jbrr 0 11 ~8~ 1'-6" 1'-6" . •. • ,:;::;=4c:c:_;..:..:_c.,___~_:__ __ .,.'.l' . . . . •, : .... ,_ ·. '·. '•i" • • _ ... :. • . • :, . . :.• . ·-'. • ..• '· ... '• .. :_··. ' ..... : .:·· . .-... ,. . '·•· . : ·,. . . •,' .,,. I. PEDE&T AL DRINKING FOJNT AN -SEE CONSTRUCTION LEGEND FOR MODEL, COLOR 4 FNl&H 2. !," DLA. 'L' ANCHOR BOLT (TYP. FOR 4) 3. ROJND AMATEK GREEN VALVE BOX 4. ¾" GATE VALVE S. FLIJSH MOJNTING PLATE PER MANUFACTURER'& SPEC& 6. CONCREITE AGGREGATE PAVING TO MATCH ADJACENT WALK. &EE PET Al.. 11A 11 5!-IEET Ll.3. 7. FOOTING • PER MANUFACTURER'& 6PECl'ICATION6 8. 2", SCH. 40 PVC WASTE LINE TO SUMP. INST ALL &UMP PER COJNTY OF ORANGE STANDARD PLAN #1513 9. ¾" &UPPLY LINE· &EE IRRIGATION PLAN$ FOR CONNECTION TO 6UPPL Y LINE 10. t' CL.EANOUT NOTES, A. FOJNT AIN &HALL COMPLY WrrH ADA REQUIREMENTS B. INSTALL '\"" TRAP ON WASTE LINE AS REQJIRED PER CODE AND STANDARD PLAN #1613 C. WATER LINE &HALL BEN ACCORDANCE TO 1.R.Ui.D. AND ORANGE COJNTY HEAL TH DEPT. CODE& AND GIJIDLNE&. ® Drinking Fountain F -~-------------Se:!J: ~4• = 1'--0' • .,,. (\J • (\J - 24' 1/411/ !' '- 2· I. CAST-IN-PLACE CONCREITE WALL CAP. REFER TO CONTRUCTION LEGEND FOR COLOR AND FINISH. PROVIDE ~" &AUJCUT JONT& '@ S' O.C APPROX EQ. &PACNG. 2. &TONE VENEER &EE CON5TRUCTION LEGEND FOR COLOR AND SIZE. 3. +/-11 11 MORTAR BED-MINIMIZE GRa.IT JONT&. 4. MA6CNRY TE& '@ 12" O.C. 5. 8"x8''xl611 C.MlJ. BLOCK.. GROUT ALL CELL& SOLID. 5. 04 REBAR CONTN.JOU&. 1. 04 REBAR '@ 24" 0.C. VERTICAL Wn-H ALTERNATE BEND$ N FOOTING AND CAP. 8. SUBBA6E PER GEOTECHNICAL REPORT. 9. COMPACTED SUB GRADE PER GEOTECHNICAL REPORT. 10. PERIMETER ADJACENT PAVING. &EE CON5TRUCTION PLAN AND LEGEND. f,'.lb=;=d.,/",,:,.-.,,-+---c.c;,.,,__ 11, CONCREITE FOOTNG. "~-.•• : ~ " . -·,. _;, ' " ., ·;, . 1~12. DEEPENED FOOTING-@ PERIMETER, b)i_"'(~"'r:"":.{i")}i""\t"'.ir"'i5l';ji/J IJ/l,,,~t""i:""f"';~~-"',;\,!' • .b;?.~'"";(;-}4t~-~ •.. ., 13, ~SH GRADE, -111-1 • , • · . 14. :!," RADIJ&, ALL EDGES. • I I 111 . • .. . ' • • = = IS. FELT EXPANSION JOINT. I 111 r .e0...;o;_·--'-"' 0 • 13 Ti ,,I I l,1i' 1111 i' 1~11 i' .. ll 24' ® Overlook S:aa'i: Wall A __ ____c__ ___ _ ~J: ~4• = 1'--0' II ~Ill I~ II -111 • -=II' I_ ' . .. .. -:-, ....... ._., . .-. . , ... . . ,: : ·:-:';,;-·· . ,, . '•• •• .. ,, ;:,::, ~ • .. .. • •. '> _. __ ,_ , ... 2'-4" 2'-3" . . ·. :. ,-... :· .. . . •' I. TRASH RECEPTACLE. REFER TO CON6TIRUCTION LEGEND FOR MFR, MODEL AND COLOR. 2. DOWEL MOJNTING N&ERT. 3. !" DIA. X 12" ANCHORING DOWELS. ANCHOR RECEPTACLE TO CONCREITE PER MFGR RECOMMENDATION& . 4. CONCREITE FOOTING. S. AGGREGATE CONCREITE PAD . 2 6. &AWCUT JONT. &EE PETAi.. "C", &HT. Ll.3 . 7. ADJACENT AGGREGATE CONCRETE PAD, SEE DETAIL "A'~ SI-IEET l...13. 8. COMPACTED 6UB6URFACE PER GEOTECHNICAL REPORT. 9. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. 10. lj" PVC SCH. 40 DRAIN PA:. EPOXY S FLIJSH W/IN61DE BOTTOM OF TRASH RECEPTICLE AT 2" DRAN HOLE. 11. FINl&I-I GRADE. MAINTAIN 2" CLEARANCE. 12. I CU. FT. ii" CRIJSHED ROCK SUMP. WRAP ALL &IDES wrrH APPROVED FI..TER FABRIC. NOTES, A. PRODUCT ARRIVE& Wn-H CAST DOWEL INSERTS AS ORDERED. CONTRACTOR TO CONTACT MFR. TO VERR'Y. J 'T ...., 111 -... ' 0 o, a '?, '. C, o 0 0 0 o ooooo c>o a O o l 1'-0' DIA, } ' s 1---T GY ;~;EW :,. _, (\J @~-~-r~_: ~-_h_1~_e_c_ep.._'i:_a_cl...:..e...:..P--=-a.:..:.d.!.../ An;__:_c,:_h_;o...:..ri:.;;...:n=g __ _ 0 0 8 l 3'-0' SQ. l ~ h I. PICNIC TABLE. &EE CONSTRUCTION LEGEND FOR MFR, MODEL AND FNl&H. 2. CONCREITE FOOTING. 3. INSERT 04 REBAR NTO POST PRIOR TO FOOTING PLACEMENT. 4. # 4 REBAR CAGE, TYP. S. CONCREITE AGGREGATE PAVNG. 6EE DETAIL "A", 51-!T. Ll..3-. 6. COMPACTED SUBGRADE PER GEOTECHNIC REPORT. 7. COMPACTED SUBGRADE PER GEOTECHNIC REPORT. 8. ii" THICK FOAM EXP AN61ON JONT Wn-H TEAR-AWAY CAP. FILL Wn-H APPROVED SILICONE SEALANT TO MATCH ADJACENT PAVING, TYPICAL. I © Picnic Table Anchoring C -----=---- Sl::!3: ~4• = 1'--0' 12· 8 .p_·•---"1.rt---~4 j, 1'-6' j, I. 5' LONG BENCH, &EE CONSTRUCTION LEGEND FOR MFR, MODEL AND FNl&H. 2. CONCREITE FOOTING. 3. IN&ERT 04 REBAR NTO POST PRIOR TO FOOTNG PLACEMENT . 4. # 4 REBAR CAC.--E, TYP. S. CONCREITE AGGREGATE PAVING. SEE DETAIL "A", SHT. J..l.3. 5. COMPACTED SUBGRADE PER GEOTECHNIC REPORT. 7. COMPACTED SUBGRADE PER GEOTECHNIC REPORT. 8. ii" THICK FOAM EXPAN5ION JONT Wn-H TEAR-AWAY CAP. FILL Wn-H APPROVED 61..=NE SEALANT TO MATCH ADJACENT PAVNG, TYPICAL. @ Bench Anchoring D ~---=-----Sc:i: r/4' = 1'--0' 31872 Crmlno CD.pi:...b~0 S.:n Juen Ccpiotn:mo, CA 92875 949 GS1-7127 FAX 949 248-2589 1214 Eest Grcon Strest P=cfsna, CA 911 oa 626 785-2003 FAX 626 785-2547 PREPARED FOR: ~~ Ol~i:' .. 'J.I.'.JTY oara.cr:-:.~ Ol-MPANY 550 NEWPORT CEN1FR DRM NEWPORT BEACH, CJ.UFORNJA 92660 T£1.EPHONEt (949) 720-2000 CONSULTANT: Revisions By Date C\l ca • Cl) 0 z ~ ...... oc ~ ffj -> CONSTRUCTION DETAILS LS 95.19D 1111 Job No.: E00-533 Drawn: CR/JK/JE Checked: RHV/MS fc'.i N 0 ~1' 0 E., ill Ee 88-g " .. -" C !i? z m 1'i -C C .J 0 SHEET 5 OF 16 0 iii ~i (/) £ o.o 7<- t, i:s-- Ln I D... , , .-! ,2 "· • 1' ~ .3 112x7 GL6 6x6 POSTS fl\ 4x6 DECI« \ ~7 I> [5<1 IX] IX] r kl ' ' --'-I--- - ,_ --" ---'--I-- - -·--·---I---· -,--- ---,, I "'--6 .3/4xl8 GL6 I /, ../ --'-I ---- ------'----- - ----- ---------I --'-I --- - - ------L.---- -·--·-- ----· -,----. - I L ~ I 9 ,!) --'-j -- - - - - - ---'------ - ---~ ------- - - ---'-I -- - - - -----'------ - ---~ ----. -- - - - - . - I I ------- ---. -- ------- ----·---- - -. --- ---- ' ~ l ~ -~ FOOTING 4 WING WAU.. e PLAN VIEW \211 TYF CUT POSTS FLIJ8H, TYP. fil fil 1❖1 1❖1 1❖1 1❖1 ❖1 • Jl'.11i' 111 •• I l❖I l❖I l❖I I •• -=111 II l_J~~❖~---___L_J..__\~~-1~==========~~❖b~J -111 6 11 CAMSER • • • • " n 0 • l 4'-011 .a ELEVATION AT WALKWAY /BRIDGE = "' • • l .a 4--#4TOP 4 SOTTOM <>------ol---- 2411 ---SLOPE 1°12 @ TOP OF CONCRETE TYP PAVING PER ARCH'L DJkii8 II I ill I-- ,- 12" ;; -~ 3/4" 7 ....--.3 l/2x7 l/2 GL6 ~-6"6 POSTS-@ 4'-0" O.C. 2-a1e"a M.e. w11--~ MAI I FAElLE WA81-1ER 6 .3/4xl8 GL6 CAM6ER611 (ALA8KAN 'TEI.LOW CEDAR) 4x6 DECK;~-~ 2-20d NAILS -@ EA GL6 SECTION THAU WALKWAY V4" P -@ 60TH SPES OF GL6 W/.3/4 "Q M.6. V4 V4 II 11 11 4" 2" II 4" I 11 4" 4" 12" = C) = ... 3/4" 1 l/4''x7" P TYP 'st ,!) "' 2-3/411Qxl2 11 LONG U.E1DFD Sl\JD8 3/4" 2 R=2D R 13S0 BEND so· BEND COLUMN TIE OR BEAM STIRRUP 4D 2 l/2' MIN. so•µooK OFFSET 180° 1--lOOK R=.3D FOR ('2 THRU 00 6AR 4D FOR ~ THRU #II ElAR \'I ,_Cl 12D FOR #14 OR #18 ElAR. ::f L 24'MIN. L ~ ll, ~ ~ ==,~===,~===· ~~~~ l ¾> DIA. FOR[coNCRETE __ f !li',si ~;,~~ 1 48 DIA. FOR'MASONRY -l --S ~ ~ dlli -----➔ REBAR LAP SPLICE 3/4" 4 GENERAL I. THE CONTRACTOR SHAU.. VERIFY AND ElF RFSPONSSLE FOR AU.. DIMENSIONS AND CONDrTIONS AT THE JOEl SITE. THE CONTRACTOR SHAU.. ElE RESPONS'6LE FOR ElRACING AND SHORING ALL EXCAVATIONS, TEMPORARY STRI.IClURES, AND PARTIALLY COMPLF1FD PORTIONS OF THE WORK. 2. AU.. CONDrTIONS NOT SPECIFICALLY SHOWN OR DETAILED SHALL ElE OF THE SAME TYPE AND CHARACTER AS THOSE SHOWN FOR SMII.AR CONDrTIONS. .3. AU.. WORK AND MATERIAL SHALL CONFORM TO THE CALIFORNIA CODE OF REGULATIONS TrTLE 24, PART I 4 2 (LATEST ADOPTED FDrTION) AND AU.. LOCAL CODES. 4. THE S1RUCTURAL DRAWINGS SHALL ElE COORDINATED WrTH ARCHITECl\JRAL. S. NOTIFY THE S1RUCTURAL ENGINEER 24 HCUR8 PRIOR TO PLACING CONCRETE. lb. CONTRACTOR SHAU. REMOVE AND REPLACE ALL EXISTING PIPE, CONDUrT, ETC., TO ORIGINAL CONDrTION AT AREA THAT NSlJ WORK PROVIDED. FOUNDATIONS I. FOOTINGS SHALL REST ON FIRM, UNDISl\JRElED OR COMPACTED 80IL AT A MINIMUM DEPTH ElELOW FINISH GRADE OR NAl\JRAL GRADE. 2. ALLOWAElLE 80IL ElEARING YAU.IFS ARE ElASED ON PRELMINARY REPORT ElY LEIGHTON 4 ASSoclATES DATED JANUARY' 10, 2001 NL1MBER PN 841.372-07.3. .3. CONTRACTOR SHAU.. LOCATE AND PROTECT ALL EXISTING U~ND PIPE, CONDUrT, FOUNDATION, AND ETC. PRIOR TO EXCAVATION AND NOTIFY STRI.IClURAL ENGINEER FOR ANY CONFLICT. CONCRETE I. ALL CONCRETE SHALL HAVE A MINIMUM ULTMATE COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS, AElUTMFNT . .32&0 PSI 2. AU.. CONCRETE SHALL HAVE A MAXIMUM SLUMP NO GREATER THAN 4''. EXCEPT FOR FOUNDATIONS WHICH MAY HAVE &" MAXIMUM SLUMP. .3. CEMENT SHAU. CONFORM TO ASTM CISO AND AGGREGATE SHALL CONFORM TO ASTM C.3.3. USE TYPE V CEMENT W/ WATER/CEMENT RATIO OAS 4. MIX DESIGNS SHAU.. ElE APPROVED ElY THE S=n.JRAL ENC.INFER PRIOR TO USE, AND SHALL ElE PREPARED IN ACCORDANCE WrTH METHOD El OF TrTLE 24 SECTION 190SA2..3 USE I 112" MAX. AGGREGATE. S. REFER TO THE ARCHrTECl\JRAL PLANS FOR MOIJU:)8, GROOVES, ORNAMENTS, CLIPS, OR TFXl\JRES RFGlUIRED TO ElE CAST INTO THE CONCRETE AND FOR THE LOCATION OF DEPRF88IONS, CURElS AND RAMPS. 6. PROVIDE .3" MIN. CONCRETE COVER ALL AROUND AU.. STEEL MFMElERS ElFLOW GRADE. 7. AU.. CONCRETE SHALL ElE INTREGAL COLOR WrTH EXPOSED 6URFACES SANDElLASTED TO MATCH ADJACENT WALK COLOR. REINFORCING STEEL I. REINFORCING STEEL SHAU. CONFORM TO ASTM Af>IS GRADE 60. AU.. REINFORCING SHALL ElE FROM IDENTIFIED ST=K MILL ANALYSIS SUPPLED. 2. AU.. REINFORCING STEEL, DOWFL.8, ANCHOR ElOLTS, ETC., SHALL ElE WELL SECURED IN PLACE PRIOR TO PLACING CONCRETE. CONTRACTOR SHALL USE TEMPLATES TO IN6URE ACCURATE PLACEMENT OF ANCHOR ElOLTS,DOWFL.8, ETC. .3. DOJ.El.S SHALL ElE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND SHAU.. ElE THE SAME SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE 8U68EQIJENT CONSTRUCTION. 4. AU.. CONTINUOUS ElARS OR DOJ.El.S SHALL LAP .36 DIA11ETER8 IN CONCRETE AND 48 DIAMETERS IN MASONRY, UNLESS SHOWN OTHERWISE. S. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVERS, CONCRETE AGAINST EARTH NOT FORMED ---.3" CONCRETE AGAINST EARTH FORMED OR fRl'JU/EI FD-2" WALLS AND CURElS-------1 112" SLAEl ON GRADE--------AT CENTER WOOD I. ALL WOOD MFMElERS SHAU.. ElE DOJc.LAS FIR ()J GRADE, EXCEPT ElLOCKING MAY ElE ('2 c.RADF, CONFORMING TO THE WCLA c.RADING RULES #16, OR AS SPECIFICAU.. Y r.AI I FD FOR ON THE DRAWINGS. EACH PIECE OF LUMElFR SHALL ElE GRADE MARKED, 2. .3/4" NON-SHRINK c.ROUT IS RFGlUIRED UNDER SILL PLATES AT ALL SEARING AND OR SHEAR WALLS. .3. WOOD SHALL RECEIVE 12) COATS OF PAINT TO MATCH ARCHrTECl\JRE. 8FF ARCHITECl\JRAL PLANS FOR ADDrTIONAL SPECIFICATIONS. GLU-LAM BEAMS I. AU.. GLU-LAM TMElFR SHALL ElE ALASKAN CEDAR FABRICATED TO CONFORM TO STANDARD SPECIFICATIONS. COMEllNATION SYMElOL • 20FVl2 AC/AC . . I ' ' ..... /' -71 '"' .--1 j< aaS VERT AT__/ WAU.. END 4 -..._ CORNERS. TYP. UNLESS NOTED OTHERWISE ' J CORNER INTER5ECTION ALT. CORNER 4 END SINGLE CURTAIN REINFORCING ' 1 11~11 ' I 4 ;:... "'l r er--= (_2~_j ;<. '- / J 2~ ALT, VERT,_..... J STD. HOoK l II u OR'90' HORIZ. ElEND J J V V CORNER INTER5ECTION 4 END ALT, CORNER DOUBLE CURTAIN REINFORCING NOTE0 'X" =¾>DIA. AT CONC. UNLESS NOTED 'X" = 48 DIA. AT MASONRY UNLESS NOTED CORNER REINFORCING 3/4" 5 31872 Ccmino CcpiQtrono Soo Ju.m Ccpl:;trcno, CA 92675 949 631-7127 FAX 949 243-25S9 1214 Ecst:Grcon Strczt P=o.dona,CA 9110S 628 785-2008 FAX 826 785-2547 PREPARED FOR: 550 NEWPORT CENrEfi DH/VE NEWPORr BEACH, CA!.ffORNIA 92660 TELEPHONE: (949) 72.0-2000 CONSULTANT: Vi Thornton-Tomasetti/ UU Coil & Welsh Engineers A Olv!.1on of The 'l'h!)mion-T~III Ol"QU? 15892 South Pasadena Ave. Tustin, CA 92780-5415 (714) 505.2751 • (714) JOS.1689 fia f-MIYcrrt:, NY~ NJ ~TnrnW, CT ·Boston, W. ~ L -oa:a,, TX ~Coqtty, CA Revisions By Date ~ oc ~ © ~ ..-..-$ I LO 0) w C\l < U) CL = ca -I-< > Zz 2 a: w ,;-f2 2: ...J w • w > en -::::> ...I 0 CJ = 0 t5 0 a: oc ii: z -0 0 ::r: z e 0 w F iii 0 > ...,_ --ix: III t; ~ 00 ~ <( Ii: ::::> i....; !'J_ a: z 0 $ 0 ~ w Q. I-0 w ~ z (5 ~ 0 z F > z 0 -oc t; 0 w > ~ $ w z VIEWPARK N0.1 PEDESTRIAN CROSSING LS 95.19D 111111 Job No.: E00-533 Drawn: Checked: -@I C m 0 E~ ~ ,:--~~ -c.C -<( ~ o1 mE • cE ·-0 1ij .l;o C -' <( C iG a: zt-"' :513 C 11.0 £ (Q_l}J~ ../) 6/18/99 4/IO/CO 7/2G/Oo 9/19/□o 09/06/01 1 A B C D E 2 TYP. STRUCTURAL NOTES GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOBSITE AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES WITH ANY WORK SO INVOLVED PRIOR TO STARTING CONSTRUCTION. 2 ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1994 UNIFORM BUILDING CODE. 3. THE ORA WINGS REPRESENT THE FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION, AND FOR CONDUCTING THE WORK IN A SAFE MANNER 4. ALL A.S.T.M. SPECIFICATIONS SHALL BE OF THE LATEST REVISION. 5. WHERE CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN. THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER FOR SIMILAR CONDITIONS CALLED FOR ON THE DRAWINGS. 6. BEFORE SUBSTITUTING A MANUFACTURED PRODUCT CALLED FOR ON THE PLANS, CONTRACTOR MUST OBTAIN THE APPROVAL OF THE ENGINEER AND THE BUILDING DEPT. IT IEHE CONTRACTOR'S RESPONSIBILITY TO PROVE EOUIVALENCY OF THE SUBMITTED PRODUCT THROUGH THE SUBMITTAL OF I.C.B.O, REPORTS. ETC. 7. CONTINUOUS INFECTION BY A PERSON CERTIFIED BY THE GOVERNING MUNICIPAL AGENCY SHALL BE REQUIRED FOR ALL FIELD WELDING AND ALL CONCRETE OVER 2000 PSI. 8. SEE ARCHL SPECS FOR ADD'L INFO. CLARIFY ANY DISCREPANCIES WITH ARCHITECT. FOUNDA T!ON,S 1. FOUNDA0TION DESIGN IS BASED ON THE SOILS REPORT BY NMG GEOTECHNICAL PROJECT REPORT NO. 96019-2 DATED 8/4/97 2. ALL SITEWORK, FOOTING EXCAVATION. GRADING AND FOUNDATION WORK SHALL BE DONE IN COMPLIANCE W1TH THE 1994 U.B.C. 3. FOUNDATIONS ARE SPREAD AND CONTINUOUS FOOTINGS WITH AN ALLOWABLE SOIL BEARING PRESSURE OF l500PSF FOUNDED 12" MIN. BELOW GRADE. 4. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPT. FOUND. INSPECTION THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A. THE BUILDING PAO WAS PREPARED ACCORDING TO THE SOILS REPORT B. THE FOUND. EXCAVATIONS COMPLY WITH TEH INTENT OF THE SOILS REPORT C. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. CONCRETE I. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150. TYPE V LOW ALKALI. AGGREGATE FOR REGULAR WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 2 ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION BEFORE PLACING CONCRETE. 3. MAXIMUM SLUMP SHALL NOT EXCEED 3· +/-1" FOR FOOTINGS, SLABS- ON-GRADE AND MASS CONCRETE, AND 4H +/-r FOR OTHER CONCRETE. 4. MINIMUM ULTIMATE CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS (MINIMUM 5 SACKS OF CEMENT PER CUBIC YARD!: I SLABS ON GRADE 2000 PSI 2. FOUNDATIONS 2000 PSI 5. PROJECTING CORNERS SHALL BE FORMED WITH 3/4. CHAMFER UNLESS DETAILED OTHERWISE. 6. CONTRACTOR SHALL PROVIDE CONSTRUCTION AND CONTROL JOINTS IN CONCRETE SLABS AS REQUIRED. 7. BEFORE CONCRETE IS PLACED THE CONTRACTOR SHALL COORDINATE AND CHECK WITH ALL TRADES TO ENSURE THE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, INSERTS, DEPRESSIONS ETC., RELATING TO THE AS SHOWN ON THE DRAWINGS. ANY CHANGE OR DISCREPANCY SHALL BE APPROVED BY THE LOCAL BUILDING AGENCY PRIOR TO PLACING OF THE CONCRETE.. 8. ALL CONCRETE WITH COMPRESSIVE STRENGTH GREATER THAN 2000 psi AT 28 DAYS SHALL BE PLACED UNDER THE SUPERVISION OF A DEPUTY- INSPECTOR LICENSED BY THE LOCAL BUILDING OFFICIAL. REINFORCING STEEL l. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60, EXCEPT t3 AND t4 BARS WHICH MAY BE GRADE 40. ALL REINFORCING STEEL TO BE WELDED SHALL BE A-706 STEEL. 2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS. A, CONCRETE POURED DIRECTLY AGAINST THE EARTH, 3M CLEAR. B. CONCRETE FORMED AGAINST THE EARTH OR EXPOSED TO THE WEATHER l l/2" CLEAR. USE 2N CLEAR FOR t6 OR LARGER. C. ALL OTHER FORMED CONCRETE. 3/4" MIN 3. ALL REINFORCING BAR BENDS SHALL BE COLD. 4. REINFORCING STEEL SHALL BE SPLICED WITH CLASS "B" SPLICES UNLESS NOTED OTHERWISE. FRAMING LUMBER 1. ALL LUMBER SHALL BE COAST REGION DOUGLAS FJR-LARCH AND SHALL CONFORM TO THE FOLLOWING GRADES AS ESTABLISHED BY THE W.CU.B. UNLESS NOTED OTHERWISE ON THE DRAWINGS: A:STUOS, I. INTERIOR WALLS: STUD GRADE 2. EXTERIOR WALLS: N0.2 3. TOP PLATES: N0.2 4. SILL PLATES: PRESSURE TREATED N0.2 B.BEAMS AND HEADERS: 1 4" THICK: N0.2. NO.I SELECT WHERE EXPOSED 2. 5· AND THICKER: N0.1 SELECT C:POSTS: l ALL POSTS: NO.I D.GLU-LAMS: l. GLU-LAMS SHALL BE A COMBINATION 24F-V4 AS ESTABLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AND SHALL CONFORM TO THE REQUIREMENTS OF JHE U.B.C. STANDARD 25-10 AND TO THE FOLLOWING: Fb=2400 KSI. FdPERPl=650psi, Fv=l65psi, E=l800000psi, ARCHITECTURAL GRADE APPEARANCE (UNLESS OTHERWISE NOTED), EXTERIOR RESORCINAL GLUE. DRY CONDITION OF USE. 2. SERVICE TEMP. OF THE BUILDING SHALL NOT EXCEED 150 DEG. FARENHEIT. 3. GLUE SHALL BE EXTERIOR TYPE AND SHALL CONFORM TO U.S. COMM'L STANDARD CS253-63. 4. FABRICATOR SHALL SUBMIT A CERTIFICATE OF INSPECTION TO THE BUILDING DEPT. FOR EACH BEAM & POST PRIOR TO ERECTION. 5. 'C' = INDICATES CAMBER BETWEEN SUPORTS ONLY<:" GLB lie. NO CAMPBER <:" CANTfLEVERJ NOTE: ALL EXPOSED LUMBER TO BE NO. 1 SELECT. 2. ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. SHALL BE AS MANUFACTURED BY THE SIMPSON COMPANY OR BY AN APPROVED EQUAL. 3. MAXIMUM UNFRAMED HOLES IN THE SHEATHING SHALL BE 3"" IN DIAMETER DO NOT CUT BEYOND THE LIMITS OF THE OPENING. 4. ALL NAILING SHALL CONFORM TO U.B.C. TABLE 25-0. SEE PLYWOOD SCHEDULE FOR SHEATHING MIN. NAILING. 3/8" SLOPNG ---CAP PLATE C<lNC>COL. HIP BEAM PER PLAN BELOW v~-PLATE EA. FACE TYP. 1/4' 3/ 4 • CHAtvfER • " 6 • < < HIP TO BEAM & COL. SCALE, r " r-o· ' .,. EAVE SCALE: r " r-o· l/4"SIDE PLATE'S TYP. FRAMING DTL scALE, r " r-o· 12" 3 V 4" SJOE FLA TE 1 1;2· W/{413/4" OJA MB. 0 SECTION LINE OF RAFT. BEYONJ LINE OF HEADER BEAM BEYOND HEADER BEAM-NOTCH TO FIT INTO BEAM POO<ET SNUG • ,ri z NO OVERCUTTING. . :,; -w :,; 112" TH<. X COL D!AMETER EMBED PLATE W/ {3) V2" DIA J: 5· WELDED STUDS. • 2· CLR • 12'dia CONC. COL. W/ 6 i4 RE-BAR SET VERT!CALL Y 3C 3D ,---(2) 3/4. DIA MB. TYP. RAFTER HIP BEAM 3E 6x Hf BM PEA PLAN BM OR WALL PER PLAN V2" x•r LAG SCREW EA 2x DECK TYP. TO RAFTER EAVE SCALE 3/ 4·c \'-0" ROOF PLAN • SCALE, 1/4" 0 r-o· ELEVATION SCALE, I/ 4· = r-o· 4 .._... \=---+--f-+--BM ' ,,,,. ' '. L 6E _, ' ' l ' ' ' ' ' ' _L 3~ DECK'G., DO NOT SPLICE LESS THAN 8"'-o· FROM HlP 4B 6E 5 COLOR/MATERIALS SCHEDULE FLAT CLAY TILE ROOF BY GLADDING Mc BEAN KILN RUN 19 BLENDED MIX NOTE, INSTALLATION TO BE LIKE GUARD HOUSE@ OCEAN HEIGHTS WOOD FRAMING MEMBERS COLOR TAUPE ALASKAN YELLOW CEDAR II OLYMPIC SOLID STAIN ?RECAST CONC. COL. LT. SANDBLAST SIERRA CONC. DESIGNS COLOR SIERRA STONE ·cARAMEL. EXPOSED STEEL CONNECTIONS & HARDWARE A SHOP PRIME PLUS TWO COATS COLOR MATCHy NOTE, PROPERLY PREPARE ALL SURFACES FOR PAINTING PER MANUF. RECOMMENDATIONS. SEE SPECS FOR ADDITIONAL INFORMATIOl\l SUBMIT SAMPLES fOR APPROVAL. PRESTAIN ALL WOOD BEFORE INST ALLING. 6B ROOF FRM'G @ PEAK -PLAN VIEW SB SCALE : v2·c r-o· TILE <t> ROOF HIP TILE VERIFY HIP TILE MATCI-IES ROOF PITCH 5D ---i· SE. b ·' V b ·' "' r 4 /2 b ·' m ' "' ·' V lo SECTION 3X6T&G---~ BEVELED EDGE DECKING 12 45r ,..---:::, ~ ~ ' / 3"- 4'-0- , ,~-,. ... " • ~ 2' 8" SCALE 1/4' = \'-0" 6 PLAN NOTES l WEATHERVANE: HBANNERM WITHOUT CUTOUTS, COPPER, 11WV-GE-B24 BY: WIND AND WEATHER, MENDOCINO, CA. 800-922-9463 ROOFING CONTRACTOR TO PROVIDE ANY ADDITIONAL FLASHING REQUIRED TO MAKE ROOF WEATHERPROOF. COORDINATE INSTALLATION DETAIL AS REQUIRED 2. ALL FLASHING/ SHT. MTL. TO BE COPPER. 1/4' BENT PLATE W/ 12l 3/4~ DIA. MB. TYP. HIP BEAMS @ PEAK SCALE r O r-o· 6B ~ 6 X 12 !5 1/8 X 121 RlDGE BEAMS . . 8'-0" ,··. ,._ 4X\Of31/8X10l RAFTERS 6 X 12 15 1/8 X l2l BEAMS NOTE: ALL BEAMS TO BE >, LAMINATED ALASKAN YELLOW CEDAR W/ RESAWN FINISH THEA VANE LAN NOTES WEA SEEP b ·' V b ·' V b ·' V OOF DECKING <@> T&G R TYP. / ""Jr 4~4 S TL. ANGLE EA SIDE OF RA HEAD CH FT. 1/2• x Y LAG INTO ER. THRU BOLT TO RAFT. AMFER CO~RS OF ANGLE OOF q)' DRIP TILE A EAVE ~ i CUT L EVEL WITH ND PLANE• GROU WN RAFTERS <@> 0 ESA "' •• . • ' TYP. ESAWN BEAM<@> 6i12 A TYP. 12· DI A PRECAST CONC. COL~ ON GRADE -SLAB ISEE L AND. PLAN CAST IN PLACE CONC . FOOTING 6E A B C E i • ' 31872 Camino Csplstrano San Juan Ceplstrano, CA 92675 949 661~7127 FAX 949 248-2599 1214 East Green Street Pasadena, califomia 91106 628 795-200:8 626 ~2547 PREPARED FOR: IRVINE COMMUN!lY DEVELOPMENT COMPANY 650 NEWPORT CENTER DRIVE, SUITE 300 NE;WPORT BEACH, CALIFORNIA 92658 {714) 720-5500 CONSULTANt~--=.:;;i L_JI/I NUNN ARCHITECTURE 31411 CAMINO CAPISTRANO_. STE. 300 SAN JUAN CAPISTRANO, 1eA 92675 949/493-2904 a FAX 949/493-2907 Revision By Dale (j) ~ cc <( co °'= ..--s ..-- I LC) C\l O') w a.. = co <( > <( ~ ,-z ...J LU 0: Cl) • 0 z w > Cf) LI.. ::S () 0 5 -C. a: cc <( z ;;i -a.:. 0 I 0: w Cf) ~ => ~ t5 > I--cc ID w ~ (j) ~ I- <( I I-<( 0.. 0 () z c.. 0: w 0 :$ ~ <( I-0 z c:, w z -I= > -I-cc en w 0 > a... s LU z . -" .. VIEWPARK NO.i ARCHITECTURAL PLAN LS 95.19D - 1111111111111 .. . >-C E00-533 • 0 Jot, No. "->-E 0 _o N Drawn NUNN ·cu ' "-co E c 0 E • ' o E Checked 0 "-... 0 • • ~ .!= > > • • A 1 ~o 0 ---' 0 -a: • zt--"' ' <z C ' SHE ,,, OF 16 --" 0 .,, ' ••' a.O a. " ,_'1--,, - ee I Tl 113-22 3 113-19 TR I" 28 ee ·--·----. •• •••. \~ -----~~WPORii \ --------.. ______ ·- 42 ee ee 36 56 SEE ~ UIA FOR DRIP '--_, SY&TEM LAYO.JT&. ' ---r----. ' 39 56 7 CONTRACTOR TO CONNECT INTO Tl-IE DOMESTIC WATER METER, AND ADD A 314" BACKFLOW PREVENTION DEVICE WITI-I ENCLOSURE PER Tl-IE IRRIGATION LEGEND. FOR FURTI-IER INFORMATION SEE Tl-IE GENERAL NOTES, AND IRWD NOTES. _ _ ... .. -- COAST _I_ __ , _____ _ -·----····-___ i_ ----------·--·-·--· -----------·-·-____ ,, ___ ,_ -__ ,, _____ ·-----· __ L.-·--- -····-·· -____ .,.. 24 ~':--·-~· ----.;~-,'.=-· ';-<)~ \~:« ~~. ~. ~ 36 IA-21 ea 111211 • • . ---,---- 1/ ~ '--.. 22 56 • 393 56 -46 56 33 56 --·-___ ...... ,--... ----••"' .--·---· ---------------·· -------·- ~..........__ ________ , ________ ~-- 9]-..___ (,'!>·· -....____ "Y, '. -'I, .• .s'a.9 •. -< /,,,___. / -1· -' \ _ .. - 29 ee iA-4 39 I V211 SS TR 32 56 29 ee 2b 56 ----l~,l~;-~J / •• / ••• -r===-ccc-===-:----i ., CbN!RoLLER· I A I ·1 FOINT OF CONNECTION' I ij'1 2• IFSI ·1w 1'1ElE'<I t lesl t l~'1~·2 AI 1 RECLAIMED WATER INFORMATION FOR FOG# I 4 CONTROL.LER(6)# IA, IB, 4 2A WA1ER l1ETl:R El.EYATION, 412' WA1ER FOC H.G,.L., 1lD' Poe STATIC PRESSURE, 133 F&I REG!IIRED DYNAMIC FRE56lJRE, 97 PSI MAXl!1.JM Fi:AK IRRIGATION DEMAND' 121 GFM CIVO.. STATION NO, -=6!i!'Jl:OO~====---Ml:Tl:R ADDRESS, 224:a3 1'1::c;=l c=t pr. TOTAL AREA SERVED, 13?..G7 5Q.FT. 3,0.3 AC. MAWA, 132,137 "9'l * h2 * 48.2 * .8 • 3,00,C,Z. GAL/YR. MAWA, 3.03 a: * .62 * 4.2 * .e. 6.31 AC. FT.!YR. 8W &14RU6, 132,137 "9'l * h2 * 48.2 * .8 I .6'15 • 2,!;27,221 GAL.!YR. 8l.ll 51-!RUfl, 3-03 a: * h2 * 4.2 * A I .6'15 • 5~ AC. FT.!YR. TOTAL 8W IN 5Q. FT.c..' ____ _,2,!l7~a':!,22aail'---GAL/YR. TOTAL 8W IN AC., 5~ AC. FT./YR. 6ET FRV/MV FOR CONTROl..LER IA 6ET F'RV/MV FOR CONTROl..LER ll:I 6ET f'RV/MV FOR CONTROL.I.ER 2A WFSI l:!>PSI 97 PSI CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG NOTES, !, ALL JRRIGATI□N IMPROVEMENTS SHALL BE COUNTY OF □RANGE MAINTAINED, 2, REFER TD SHEET L2.3 8. L2.4 FDR IRRIGATI□N LEGEND, NOTES, AND DETAILS, APPROVAL FDR □NSITE RECLAIMED IJATER SYSTEM ONLY IJATER METERS AND ALL CONNECTIONS TO IRVINE RANCH IJATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH IJATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION, FDR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300, PC# 1756 ONSITE APPROVA~Dt:?~ DATE f!i'/•O;;z_. LATERAL SIZING LEGEND 3/4" !' I 1/4' I 1/2' 2' 2 1/2' 3' 4' NOTE, THE LATERAL SIZE BET\/EEN T\/D IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE IS 3/4', 0 15 30 60 ~----',, I • • I NORTH SCALE: 1"=30' PACIFIC COAST tmffi'IAY KEYMAP 31872 Comlno Copicb'cno San Juon Capistrano, CA 92675 949 831-7127 FAX 949 248-25ll9 1214 Ecot Greon Strc:::rt P=clana,CA 91103 626 7S5-2009 FAX 626 785-2547 PREPARED FOR: 550 NEWPORT CCNTEH IJRfVE NEWPORT BEACH, CAUFORNIA $2660 TEl£PH0NE: (949) 720-2000 CONSULTANT: Revisions By Date 00 ~ oc co ~ (QL .,... .,... s I LO Ci') w C\l :;:!; Cl) 0.. = oO z I-< > a: z 2: ~ ow --' w • LL 2 w > en -::) _,J 0 u = 0 c3 0 0: oc z a: -0 0 :c z ~ ~ w F 0 > --oc Ill t; ~ 00 ~ a: Ii: ::) i...; a: z 0 $ 0 I-w Q. Cl) I-u w ~ z C, -0 z F > z 0 -oc I-en 0 w > (QL s w z VIEWPARK NO. i IRRIGATION PLAN LS 95.19D 111111 Job No.: EOD-533 Drown: CR/JK/JE Chocked: RHV/MS c l!l 0 0 ii e! -~§ l;j mE ~ cE -i;o -0 C _, < SHEET 8 OF 16 ~ ii ~~ ., ~ o.O @&D \ ' .J / I l I .• I I • , ( ' ' "1-':-:<-(; ,-- r I • --·--- ,/ . . --- • -.. --- -. ·---..... .. __ ··-·--. __ --- ----------·--·--· --. - \ \ \ \ \ \ \ /-,-. .--. ,,· "•.·~ •• / I \ "'- - - ----.... -····-- -\ --- -~---,,•-- ii] ~ ----·--··-··--.... ·--·---·----________ ,. -··--·-· / -. ---··-. -- 5EE 61-lEET L.2,1 FOR VALVE La:ATION AND INFORMATION. 5EE PLANTING FLAN FOR EXACT~ LOCATIONS, - ----------· ... -'··- •• -., ·-- "' "·. "'-• . "'- • "'- ' . \ ', \ / \ J_ ·-. __ ·-. ·-, -~. -•.. _ --.. , \ ,\ \ \ \ \ \ .\ "'- -----.. - \ ------ ---· ------ ·403 ·, J ,--·- -----· // , I ./ / I I I .1 I I A / I / I I I ~1 I I , .-I I l I I I /I I I I ---·· / i ---• --·· . 1 / / NOTES, I. ALL IRRIGA TIDN IMPROVEMENTS SHALL BE COUNTY OF ORANGE MAINTAINED. 2, REFER TD SHEET L2.3 & L2.4 FDR IRRIGATION LEGEND, NOTES, AND DETAILS. APPROVAL FDR ONSITE RECLAIMED \./ATER SYSTEM ONLY \./ATER METERS AND ALL CONNECTIONS TD IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FDR/DR APPROVED THROUGH THE IRVINE RANCH \./ATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FDR SPECIFIC REQUIREMENTS FDR OBTAINING SERVICE CALL (949) 453-5300, PC# 1756 DNSITE APPRDVA~t)z}~ DATF ·<g:"/.•OZ- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEGEND 3/4' 1' 1 1/4' 1 1/2' 2' 2 1/2' 3' 4' NOTE, THE LATERAL SIZE BETl-'EEN Tl-'□ IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE IS 3/4#, 0 15 30 60 I I NORTH SCALE, 1"=30' PACr.=IC COAST'H:t.HWAY KEYMAP 31872 Cmnlno Ccplstmno &m Juan Ccplstrano, CA 92675 949 631-7127 FAX 949 248-2589 1214 Ecsl:Grc;n Strcst Pccc.dGno. CA 911 ca 826 785-2008 FAX 828 795-2547 PREPARED FOR: ~ CD:'.~'llXJTY osvac1:.':.a« CDMPANY 550 NF:WPORT C£NT£R DR/VF NEWPORT BEACH, CALJFOHNIA 92660 TELEPHONE: (949) 720-2000 CONSULTANT: Revisions By Date ~ oc ~ co ~ ..... ..... $ I LO 0) w C\I < CJ) a.. = ca -I-< > Zz 2 a: w ...-~ ~ -' w • w > Cl) -=> ..J (.) 0 = 0 c) 0 a: oc 15: z -0 C :c z ~ ~ w F 0 > --a: cc I- ~ 00 (.) ~ ~ Ii: => I-a: z 0 ffi 0 I-w a. CJ) I-0 $ z 0 (!} -w z F > z (.) -oc ti; 0 w > ~ s w z VIEWPARK N0.1 OAK TREE DRIP PLAN LS 95.19D 111111 Job No.: E00-533 Dmwn: CR/JK/JE Checked: RHV/MS SHEET 9 OF 16 -·------ --- \ \ \ \ 5EE 51-ET L.2.1 FOR f'.O.C. FOR ™E EXl&TING l'<ECYCLED WATER MEIER LOCATION. ··--- ' / ----. \ -<:_.·· :\ ... • \ \ \ / ' / ! ', \ '.',. .. ,I<' > ''; \ . \ \ \ NE ' i j \/ 2S .. 66 \ 30 66 7 56 • \ \ \ \ \ ' \ \ I I PORT 66 / \ \ i ==8=()= \ . i I I / 22 ( f I/ \ \ X + 2 \ \ I I \ I I \ ·, ! ' ! \ ·,, 13 66 / I\) "' COAST 11 66 .-0 / • 25 ., ... i / + d) ' . ! / I I I I I / ! / I DR~VE 65 / . ----•• 5EE 51-ET L2.2A FOR DRIP ,,--1 SYSTEM LAYOUT, / / / / / / / / I / / ----· ,. - / / / / , I I / ·-·--~ ---',_ -. I I / I / / -- I / / ' / --- ... NOTES, 1. ALL IRRIGATION IMPROVEMENTS SHALL BE COUNTY OF ORANGE MAINTAINED. 2, REFER TD SHEET L2,3 8. L2,4 FDR IRRIGATIDN LEGEND, NOTES, AND DETAILS. APPROVAL FDR DNSITE RECLAIMED \./ATER SYSTEM ONLY \./ATER METERS AND ALL CONNECTIONS TD IRVINE RANCH \./ATER DISTRICT FACILITIES MUST BE APPLIED FDR/DR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISIDN/ DEVELOPMENT SECTION. FDR SPECIFIC REQUIREMENTS FDR OBTAINING SERVICE CALL (949) 453-5300. PC# 1756' ONSITE APPRDVA~ 0 ~~TE if"·/• 0-2-. CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEGEND 3/4' 1' 1 1/4' 1 1/2' 2' 2 1/2' 3' 4' N□TE1 THE LATERAL SIZE BETWEEN T\./0 IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE IS 3/4'. 0 10 20 40 ' I ' ' I SCALE: 1"=20' NORTH ___ _, VIEWPARK NO. 2 VIEWPARK NO. 1 PAC:l'IC COAST H:GJ-rNAY KEYMAP ' 31872 Camino Coplstr'i:lno Son Juan Ccpiotr'rulo, CA 92675 949681-7127 FAX949248-25S9 1214 Ecst Grsan Strest P~cna,CA 9110S 626 795-2008 FAX 626 785-2547 PREPARED FOR: ~ CIJ:'..Q:'l.lXITY oafa.oP..:':~JT Ol,V'.PANY 550 H£WPORT CENTER DRIVE NEWPORT BEACH. CALIFORNIA 92660 TELEPHONE: (949} 720-2000 CONSULTANT: Revisions By Date ~ oc c«: c.o (DL .... .... s I LO Ci') w C\l < C/J a.. = ca -I-< > Zz 2 cc w .,-f2 ~ ...J w • w > Cf) -:::, ...J (.) (.) = 0 (5 0 a: oc ~ z -Cl 0 J: z ~ ~ w ~ 0 > - ~ 00 oc !D t5 < ~ le ::::> I-cc z 0 $ 0 ~ w a.. I-u ~ z CJ w 0 -z ~ > z (.) -oc ~ 0 w > (DL s w z VIEWPARK N0.2 IRRIGATION PLAN LS 95.19D 111111 Job No.: EOD-533 § C. Drawn: CR/JK/JE Checked: RHV/MS .il'!i !:;I co ~-0 EC ls! E" oE Q, ug-... o-;; c~ a:" a -C C .J 0 SHEET10 OF 16 0 -al a: ~~ en £ c.o / I ------l ------- ,, \ I \ ·< <'·. \-' \ \ \ ' ·--, --- \ \ \ , \ \ \ \ \ \ ' , \ ' \ \ \ .\',--' i\) r,_ \ \ \ \ \ \ G) \ ! ! ', \ I \ \ I I \ NE I ,:/ I I l ( \ \\ \ \ ' \ ' '' \ ' ', ' ' ' \\' ' ' I I \\ \ ' , \ \ ' /' __ , PORT / ! )---' L----' ! L co / // I ,' i ' :' ,' / ; / ; I I / J J / / / / I I I ST .,. ...... . ___ .,..- ! , / ' ,, / / _/ .. I / DR~VE C, / / / / , ______ --··· ! . -----------/--- , I --, ·----·---_r --------~------------1· -------.__ _ -----+------------------(~ .. ------ / / / / / / / j I / --- / NOTES, 1. ALL IRRIGATION IMPROVEMENTS SHALL BE COUNTY OF ORANGE MAINTAINED. 2, REFER TD SHEET L2.3 8. L2.4 FOR IRRIGA TIDN LEGEND, NOTES, AND DETAILS, APPROVAL FOR DNSITE RECLAIMED \,'ATER SYSTEM ONLY \,'ATER METERS AND ALL CONNECTIONS TD IRVINE RANCH \,'ATER DISTRICT F ACILITJES MUST BE APPLIED FDR/DR APPROVED THROUGH THE IRVINE RANCH \,'ATER DISTRICT SUBDIVJSIDN/ DEVELOPMENT SECTION, FDR SPECIFIC REQUIREMENTS FDR OBTAINING SERVICE CALL (949) 453-5300, PC# 17"'--6 DNSJTE APPRDV ~ .0 ~TE f-/ · 0 Z- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG LATERAL SIZING LEGEND 3/4' 1' 1 1/4' 1 1/2' 2' 2 1/2' 3' 4' NOTE: THE LATERAL SIZE BET'w'EEN T\,/0 IDENTICAL TICK MARKS SHALL BE SIZED THE SAME. MINIMUM PIPE SIZE IS 3/4#, o;.._---"1 o 20"------"40 ' I ' I NORTH SCALE: l "=20' ---l VIEWPARK NO. 2 PACIFIC COAST H:l?H'.'IAY KEYMAP 31872 C:mlno Capistrano Son Juan Ct:p~o. CA 92875 949631-7127 FAX949248-2599 1214 Ecst Green Sb'est Pc.cadena,CA 91108 626 785-2009 FAX 626 785-2547 PREPARED FOR: [tMXS mY.:'.'l.!XITY cava.op.-,.::~m OJ:MPANY 550 HEWPORT CENTER DRIVE NEWPORT BEACH, CAUFORNIA 92660 TELEPHONE; (949) 720-2000 CONSULTANT: Revisions By Date 00 ~ oc co ~ ..... ..... $ I LO a, w C\I < (/) c.. = co -I-< > Zz 2 a: w ..-f2 2 ..J w • w > Cl) -::, ..J (.) (.) = 0 c) 0 a: oc ~ 2: -C C :::c z ~ ~ w ~ 0 > --a: re t3 ~ 00 ~ ~ b: ::, I-a: z 0 s 0 I-w 0.. (/) I-u w $ z c:, 0 -w z ~ > z (.) -oc ~ 0 w > ~ s WI 2 VIEWPARK N0.2 OAK TREE DRIP PLAN LS 95.19D 111111 >, Job No,: EOll-533 C " C. Drawn: CR/JK/JE Checked: RHV/MS ~!j !'I co "-0 EC ~ Eo Bi "' .,-;; c~ a: 0 a -0 C -' 0 SHEET 11 OF 16 a! 15 ~g ., ,li o.O .. GENERAL IRRIGATION NOTES I. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIAR HITH ALL GRADE DIFFERENCES, LOCATION OF HALLS, RETAINING HALLS, ETC. THE CONTRACTOR SHALL COORDINATE HIS WORK HITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH HALLS, UNDER ROADHAY5, PAVING, STRUCTURES, ETC. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOHN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS HHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 3. THE SPRINKLER SYSTEM DESIGN 15 BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAHINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY HATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETHEEN THE HATER PRESSURE INDICATED ON THE DRAHING5 AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OHNER'5 AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. DO NOT HILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. 5UCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 5. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLTION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS 5HOHN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 7. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED 50 THAT THE TOP OF THE SPRINKLER HEAD 15 I" ABOVE FINISH GRADE. B. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAHN AREAS SHALL BE INSTALLED 50 THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB. 9. ADJUSTING OF ALL LAHN HEADS BY THE IRRIGATION CONTRACTOR, 50 THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE FINISH GRADE, SHALL BE ACCOMPLISHED WITHIN TEN(IO) DAYS AFTER NOTIFICATION BY THE OHNER'5 AUTHORIZED REPRESENTATIVE. 10. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO HALKS, ROADHAY5 AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OR ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOH CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. II. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. IRVINE RANCH WATER DISTRICT Recycled and Potable Water Notes, A. The installation of the irrigation water system shall conform to the regulations for the construction of irrigation water systems within the Irvine Ranch Hater District (IRWD) and the accompanying plans and specifications. B. All onsite recycled ond potable water piping installed on this project shall be identified in accordance with IRWD's regulations and the irrigation specifications. C. Recycled water piping shall be purple PVC manufactured for recycled (reclaimed) water systems. D. Marking on the purple PVC shall include the folowing, Caution Recycled (or Reclaimed) Water; nominal pipe size; PVC-1120; pressure rating in pounds per square inch at 73 degrees; ASTM designations such as 1785, 2241, 2672, 3139. Printing shall be placed continuously on two sides of the pipe. E. All recycled Hater sprinkler box covers and control valves, isolation valves, quick couplers, and all appurtenances shall tagged with identification tags.» I. Tags shall be weatherproof plastic, 3° x 4"., purple in color Hith the Hards 11Narning Recycled ( or Reclaimed) Water -Do Not Drink11 imprinted on one side, and "Avisa Agua lmpura -No T omar" on the other side. lmP.rint1n_g shall be permanent and blacK in color. Use tags as manufactured by T. Christy Enterprises or approved equal. 2. One tag shall be attached to each appurtenance as follows, or ; Identification shall be affixed to each irrigation valve lid cover and valve as folloHs, (a) ldentifiy valve cover with label or branded hot stamp that reads "Recycled (or Reclaimed) Hater Do Not Drink" or use purple cover Hith same identification. (b) Attach tag to control valve stem directly or Hith plastic tie-wrap or (c) Attach tag to contra! valve solenoid Hire directly or with plastic tie-wrap. (d) Attach to body of the relative appurtenance with a plastic tie-wrap. F. Warning tapes shall be used on all constant pressure main line piping carrying potable water. G. Warning tapes shall be a minimum of 3 inches wide and shall run continuously for the entire length of all constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. H. Warnin'a tape for the constant pressure potable water piping shall be blue in color Hith the Hords Caution Buried Waterline BeloH" imprinted in minimum I -inch high letters black in color Imprinting shall be continuous and permanent. I. I RHD shall be notified two days prior to the start of irrigation construction at (949) 453-5300 and each work day thereafter until completion of project. J. All pressure main line piping from the recycled water system shall be installed to maintain 10 feet minimum horizontal separation from all potable Hater piping. Hhere recycled and potable water pressure main line piping cross, the recycled water piping shall be installed beloN the potable water piping in a class 200 purple PVC sleeve Nhich extends a minimum of 5 feet on either side of the potable Nater piping. Provide a minimum vertical clearance of 6 inches. Conventional (Hhite) PVC pipe may be used for sleeving material ii it is taped with 3-inch wide purple Narning tape which reads 11Caution Recycled (or Reclaimed) Water .11 K. The irrigation system has been designed to operate between the hours of 9:00 pm and 6:00 am unless otherwise directed by the district engineer. L. All new common areas where recycled water is used and that are accessible to the qeneral public shall be posted with conspicuous siqns that include the follawinq wordinq in a size no less tnan 4 inches high by_B inches wide, 'RECYCLED WATER -DO NOT DRINK" OR RECLAIMED WATER -DO NOT DRINK". Each sign shall also display an international symbol conveying the same warning. M. Adjust spray heads to eliminate overspray onto areas not under the control of the customer. For example pool decks, private patios, streets, and sidewalks. N. Contact the IRHD office two days prior to the irrigation system coverage test / and cross connection test at (949) 453-5300 and arrange a walk-through of the system. o. Failure to comply r,1ith any or all of the above guidelines will place the system in violation of IRND Rules and Regulations , and will result in termination of sevice until the appropriate corrective measures have been taken. P. Warning tape on recycled water constant pressure mainline piping is only allowed on project-by-project approval from the district engineer. If approved, it must follow these installation specifications: I. Narning tape shall be used on all constant pressure mains 2. Warning tape shall be a minimum of 3-inches wide and shall run cantinuously for the entire length of all ·constant pressure main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and the pipe every 5 feet on center. 3. Warning tape for the constant pressure rec·ycled water piping shall be purple in color with the words 11Caution -Recycled (or Reclaimed) Water" imprinted a minimum of I -inch high and black in color. Imprinting shall be continuous and permanent. IRVINE RANCH HATER DISTRICT 6UIDELINES FOR RECLAIMED HATER USE The following guidelines have been established by the Irvine Ranch Water District in conjunction with the Orange Gounty Health Department and the Santa Ana Regional Water Quality Control Board. They are to provide the basic paramenters for the use of reclaimed water in landscapeirrigation. To operate your system in compnance 1-lith these guidelines you must: I. Irrigate between the hours of 9:00 p.m. and 6:00 a.m. only. Watering outside this time frame must be done maroally with qualified supervisory personnel on site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will maninimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must be adjusted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (i.e. employing the repeat -Function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjust spray heads to eITmiate overspray onto areas not under the control of the customer. For example, pool decks, private patios, street and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable vales, etc., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the presence of reclaimed water, and the fact that it is not approved for drinking purposes. Given the high turnover rate of employees in the landscape industry, it is important that this information be disseminated on an almost daily basis. It is you, the Landscape Contractor, who is responsible for educatin each and every one of our employees. Obtain prior approval for all proposed changes and modifications to any onsite fadrities. Such changes m.;st be submitted to, and approved by, the District Engineering office and designed in accordance Hith District standards. • - Failure to comply with any or all of the above guidelines puts your system in violation to the District's rules and regulations, and will result in termination of service until the appropriate corrective steps have been taken. The Irvine Water District feels that the benefits to be derived from the successful application of reclaimed water merit the operating requirements that hove been established. \f you have any questions or if we can be of any assistance, please do not hesitate to call our irrigation water group at (949) 453-5300. IRRIGATION CONSTRUCTION NOTES 0 THE LANDSCAPE WNTRACTOR SHALL LOCATE AND CONNECT INTO THE EXISTING A 2" TURBO RECLAIMED HATER METER, HHERE SHOHN ON PLAN, AND VERIFY THAT THE STATIC PRESSURE IS ~PSI PRIOR TO CONSTRUCTION. CONTRACTOR TO FURNISH AND INSTALL MAINLINE (PER PLAN SIZE) TO FLANGED GATE VALVES, BASKET STRAINER, , AND TO QUICK COUPLER PER THE IRRIGATION LEGEND AND DETAILS. (SEE PLAN FOR SIZES). CONTRACTOR SHALL INSTALL MASTER VALVES, SEE LEGEND FOR MODEL NUMBER AND DETAILS. (SEE PLAN FOR SIZES). CONTRACTOR TO FURNISH AND INSTALL ALL MATERIALS AND LABOR TO EXECUTE AND INSTALL THIS PLAN. INSTALL THE GATE VALVES, BASKET STRAINER. QUICK WUPLER, MASTER VALVE. AND FLOH SENSOR HITHIN THE SHRUB PLANTING AREAS ONL, AS SHOHN ON THE IRRIGATION PLANS. ALL THE MAINLINE SHOHN IN THE HARDSCAPE AREAS ARE DIAGRAMMATIC ONL,. THE MAINLINE(S) ARE INTENDED TO BE INSTALLED WITHIN THE SHRUB AREAS ONL,. ALL MAINLINE. LATERALS, AND HIRES THAT RUN UNDER ALL HARDSCAPE AREAS THAT ARE SHOHN ON THE PLANS SHALL BE SLEEVED 2 TIMES THE ACTUAL PIPE SIZE DIAMETER WITHIN A SCH. 40 PVC SLEEVE, SEE DETAILS FOR INSTALLATION AND DEPTHS. 0 CONTROLLER 'IA' TO BE A D.I.G. LBT-XR CONTROLLER ASSEMBLY. THE CONTROLLER SHALL THE CONTROLLER INSTALLED IN STAINLESS STEEL ENCLOSURE: MODEL NUMBER: LBT-XR28 -ENCL X -LEIT KEf -MCOLXL -50' 0 CONTROLLER 'IB' TO BE A DJ.G, LBT-XR GONTROLI..ER ASSEMBLY. THE CONTROLLER SHALL THE CONTROLLER INSTALLED IN STAINL.E55 STEEL ENCLOSURE: MODEL NUMBER: LBT -XR28 -ENCL X -MCOl.XL -5C' 0 CONTROLLER "2A' TO BE A D.I.G. LEIT-XR CONTROLJ..ER ASSEMBLY. THE CONTROU£R SHALL THE CONTROLLER INSTALLED IN STAINLESS STEEL ENCLOSURE: MODEL NUMBER, LEIT-XR24 -ENCL X -MCOl.XL -5C' GENERAL NOTES: I. IRRIGATION SYSTEM AS SHOH ARE DIAGRAMMATIC. INSTALL ALL REMOTE CONTROL VALVES. QUICK COUPLERS. AND GATE VALVES. HITHIN THE PROPERTY LINES LIMITS !N SHRUB PLANTING AREAS OR AS APPROVED BY OWNER OR LANDSCAPE ARCHITECT. 2. THE IRRIGATION CONTRACTOR SHALL ADJUST THE THROTTLING STEM AT EACH ELECTRIC CONTROL VALVE SO THAT THE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES HITHIN THE OPERATING PRESSURE SHOWN ON THE JRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVEN OPERATING PRESSURE. 3. WHEN INSTALLING SPRINKLER HEADS USING RAlNBIRD 1800 SERIES NOZZLES THAT REQUIRE ARC PATTERNS OTHER THAN STANDARD ARC PATTERNS (360, 180, 90, ETC.) THE CONTRACTOR SHALL USE RAINBIRD VARlABLE ARC NOZZLES AND SHALL BE SELECTED TO MATCH SITE CONDITIONS. EXAMPLE, USE 8-VAN HHEN 8 FOOT RADIUS 15 REQUIRED OR A 12-VAN HHEN A 12 FOOT RADIUS 15 REQUIRED. 4. HHEN VERTICAL OBSTRUCTIONS (PROPS, STREET LIGHTS, TREES, ETC.) INTERFERE WlTH THE SPRAl' PATTERN OF THE SPRINKLER HEADS 50 AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION 50 AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OHNER. (TYPICAL) OBSERVATION SCHEDULE: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO SCHEDULE AN IRRIGATION SITE OBSERVATION REVIEW BY THE IRRIGATION DESIGNER, ¢/OR THE OWNER'S REPRESENTATIVE (48 HOURS MINIMUM NOTIFICATION TIME). THE FOLLOWING ITEMS SHALL BE SCHEDULED FOR REVIEW: I} PRE-JOB/KICK-OFF MEETING. 2) MAINLINE, BASKET STRAINERS, MASTER VALVES, FLOW SENSORS, BOOSTER PUMP INSTALLATION AND OPERATION, INSTALLATION REVIEW PRIOR TO BACKFILLING TRENCHES, ETC. IRRIGATION MAINLINE PRESSURE TEST. 3) CONTROLLER ASSEMBLY CERTIFICATIONS WITH MANUFACTURER'S AGENT. 4) FINALIZING THE LOCATION FOR THE CONTROLLER ASSEMBLIES. 5) IRRIGATION COVERAGE TEST/EACH VALVE DYNAMIC. PRESSURE TEST. RWQCB REQUIRED INFORMATION: A) THE AVERAGE NUMBER OF PEOPLE AT THIS USE SITE ON A DAILY BASIS. B) BOUNDARIES TO THE PROPOSED USE SITE, FOOTPRINT OF ANY FACILITIES ON THE PREMISES, DRINKING WATER FOUNTAINS, AND ANY RECYCLED WATER OR POTABLE WATER IMPOUNDMENT TO BE USED. C) THE PERSON($) RESPONS!BLE FOR THE OPERATION OF THE RECYCLED WATER SYSTEM AT EACH USE AREA. D) THE SPECIFIC USE TO BE MADE OF THE RECYCLED WATER AT EACH USE AREA. E) THE METHODS TO BE USED TO ASSURE THAT THE INSTALLATION AND OPERATION OF THE RECYCLED WATER SYSTEM WILL NOT RESULT IN CROSS-WNNECTJON5 BETWEEN THE RECYCLED WATER AND THE POTABLE WATER PIPING SYSTEMS. DESCRIBE THE PRESSURE TEST DONE BEFORE INSTALLATION OF THE METER. F) PIPING LOCATIONS OF BOTH RECYCLED WATER AND POTABLE WATER SYSTEMS, OR BRIEF EXPLANATION FOR THE EXCLUSION OF SYSTEM NOT SHOWN. PRESSURE CALCULATION RECLAIMED IRRIGATION PRESSURE CALCULATION RECLAIMED IRRIGATION PRESSURE CALCULATION RECLAIMED IRRIGATION Project Name 4/or Tract 11: NEWPORT COAST DRIVE VIEW PARKS P.O.C.111 Project Name 4/or Tract #:NEWPORT COAST DRIVE VIEH fARKS P.O.G. Ill Project Name t/or Tract 11,NEHPORT COAST DRIVE VIEW PARKS P.O.G. Ill lolater Meter I.D. 11: POC I Siu,: 2" Elevafam of i.-.:.ter Meter: 412' Ft. H.6L oc Static Pressure: 72CJ PSI Dote Of lnform::rtion~• -7~-14~--0~I ______ _ Source o~ lnfomiatioo,~l'°"'=-------- Name Ot Contact Per-sor(s): JOHHNY JOEHANSON Phone Nurrber: 453-5300 Basis For C.,lculations: LONGEST Rlff',l /Hl6HEST FLOW Remote Control Valvelf: IA-17 Size, 2' Demand at RCV~gpm -- Highest Head Elevation On The Sy$tern, 393 Preeoore Needed At HaadL....2L..pe1 PSI LOSS QTT. SIZE DESGRIPTION OF ITB1 FOR ITEMS I 2" Water Meter 1130 I 2" Ba$Ket Strainer 4.00 --Pressure Regu!alor - 4 2 1/2" Gate Valves 0.16 I 2' Master Valve LOO I I 1/2" Fle)I.I Sensor O.CA Xi 3 1/2" Mainline 0.16 420' 21/2" Mainline 3.10 Mainline I 2" Remote Cortlral Votva '"" Lateral Line Loss 1.79 Lateral Line Loss Lateral Line Loss Lateral Line Loss Rttings Loss (10%) 1.97 Elevation Char,ge5 -823 Total System Looses: 14 PSI Pr6"$1.Jra Required To Oper-ote lrrigotioo Head: 35 PSI Sub-Total Pressure Reqi.,red For Irr. System 40 PSI Static Pressure Available: 133 PSI Total PreMUra For Irr. System Operation: 57 PSI l,,loter Meter ID. ti: POC I Size:,~2~" _ Elevation of Water Meter: 412' Ft. H.G.L. or Static P~e, 720 PSI Dote OF lnformation:c__L7,cl4,c-0<DLI ______ _ Source of lnforrrotion:~IRWD=-------- Name of Contact Pers.ms), -lOHHN1' .JOEHANSON Phone NurriJer" 453-5300 Basis For C.,lctJlalions: LONGEST RLt,i /HIGHEST R.OW Remote Control Valvall: IB-12 Size~ Demand at RGV~ Hghe5t Head Elevation On The Sy$tem: 405 Pr6"$1.Jre Needed At Hood~ PSI LOSS QTY, SIZE DESGRIPTION OF ITEM FOR IT8'15 I 2" Water Meter 1130 I 2" Boak.et Stroiner 400 --Pressure Regulator - 4 2 1/2" 6ate Valves 0.16 I 2" Master Valve 100 I I 1/2' -~ OJA 20' 3 1/2" Mainline 0.16 321 2 1/2' Mcinline 2AO Mainline I 2' Remote Control Valve 120 1-oteral Lire Lo$$ 2.03 Lateral Line LCM Laterol Una Loos L.aterol Una Lo!!.!1 Fit~ Loos (Im) 223 Bevation Changes -3.03 Total System Losses: 22 PSI Pressure Required To Cperole Irrigation Hood: 35 PSI Sob-Total Pressure Required For Irr. System 57 PSI Static Pressure Available: 133 PSI Total Presoore For Irr. System Operation: 66 PSI Woter Meter I.D. Ii: POC I Sze: 2" ·~~-Bevation of Water Meter: 412' Ft. H.GL or Static Pressure, 720 PSI Date. Of lntOTTOOtion~' ~7~-1~4--0~1 ______ _ So.Jrce of' lntOrrnation~• ~'RWD=-------- Name Ot Contact PeroonCe}: -lOHHNl' JOEHANSON Phone Nurrber· 453-5300 Basis For C.,lctJlaticms, LONGEST Rl.N /HIGHEST FLOW Remote Control Valve.II: 2A-IO Size: I" Demond at RGV~ -- HighBst Head Elevation On The Sy$tem, 456 Pre=re Needed At Hood~ PSI LOSS QTY, SIZE DESCRIPTION OF 1-n:1v1 FOR ITEMS I " Water Mater 1130 I 2' Basl:.et Strainer 4.00 --Pressure Regulator - 4 2 1/2" Gate Valves 0.16 I 2" Master Valve 1.00 I I 1/2" AC)l,l Sensor QC,, Xi 31/2" Mainline 0.16 56d 2 1/2" Malnine 4.11 MoinGne I I' Remote Control Valve 300 Lateral Line Lo$$ 2.36 Lateral Lir.e looo Lateral Line Loos Lateral Line l....oos Fittings LCM (10%) 2h2 Elevatioo Changes -20/J Total System Losses, 49 PSI Preesure Req.,ired To Operate lrrigallon Head: 35 PSI SoJb-Total Pressure Required For Irr. System 34 PSI Static Pressure Available: 133 PSI Total Preeoore For Irr. Sy$tem Operotion, 97 PSI IRRIGATION LEGEND SYMBOL F H Q ADJ. T 0 'v' 'ef @ (BJ g @ @ @ @ @ @ @ @ ff @ (.29) @ s @) © ---------, I I : 1><1El31><1: L ________ ..., t><l @ 0 ffi ()) @ □ D-0 K z @] - MANUFACTURER MODEL NUMBERS DESCRIPTION FLOH RATE IN GPM RADIUS PSI HITH NOZZLE SIZE < T-rPE FULL HALF QTR. ADJ. THIRD HUNTER INST -12-CV NITH RAINBIRD 22-ss, F. H. Q 12" POP-UP SHRUB SPRAY HEAD NI TH PCS SCREEN AS NEEDED * 3.22 1.61 0.81 16' 30 TORO 3416 -12 -01 12" POP-UP SHRUB ROTOR 2.40 16' 35 TORO 3408 -12 -01 12" POP-UP SHRUB ROTOR 1.20 16' 35 TORO 3404-12 -01 12" POP-UP SHRUB ROTOR 0.70 16' 35 TORO 3416 -12 -02 ** 12" POP-UP SHRUB ROTOR 3.00 22' 35 TORO 3408 -12 -02 ** 12" POP-UP SHRUB ROTOR 1.50 22' 35 TORO 3404 -12 -02 ** 12" POP-UP SHRUB ROTOR 0.80 22' 35 TORO XP-300HP-F-05 ** 12" POP-UP SHRUB ROTOR 4.20 29' 35 TORO XP-300HP-H-05 ** 12" POP-UP SHRUB ROTOR 2.20 29' 35 TORO XP-300HP-Q-05 ** 12" POP-UP SHRUB ROTOR 1.10 29' 35 TORO XP-300HP-F-07 ** 12" POP-UP SHRUB ROTOR 6.20 35' 35 TORO XP-300HP-H-07 ** 12" POP-UP SHRUB ROTOR 3.10 35' 35 TORO XP-300HP-Q-07 ** 12" POP-UP SHRUB ROTOR 1.60 35' 35 TORO XP-300HP-F-09 * * 12" POP-UP SHRUB ROTOR 8.00 39' 35 TORO XP-300HP-H-09 ** 12" POP-UP SHRUB ROTOR 4.00 39' 35 TORO XP-300HP-Q-09** 12" POP-UP SHRUB ROTOR 2.00 39' 35 EXISTING RECLAIMED HATER METER LOCATION. DOMESTIC HATER METER LOCATION. THE DOMESTIC HATER METER SHALL BE INSTALLED PER THE CIVIL ENGINEER'S SEHER AND HATER PLANS, BACKFLOH PREVENTION DEVICE LOCATION AND BACKFLON ENCLOSURE LOCATION. THE DOMESTIC HATER METER, SHALL BE INSTALLED PER THE CIVIL SEWER I HATER PLANS. NATT$ RPZ BAGKFLON PREVENTOR -MODEL #U-909PGQT, SIZE PER PLAN. INSTALL HITHIN STRONG BOX POHDER COATED ENCLOSURE MODEL# SBBC-CR NITH A COLOR OF DARK GREEN.FOR THE POHDER COATING THE WNTRACTOR SHALL INSTALL THE BACKFLON ENCLOSURE PER THE IRRIGATION DETAILS. BASKET STRAINER ASSEMBLY-WATTS 97FB-CSSJB CAST STAINLESS STEEL BASKET STRAINER WITH A 50 MESH STAINLESS STEEL BASKET STRAINER, SIZE PER PLAN. INSTALLED IN A CARSON VALVE BOX #2460-48" DEEP HITH A PLASTIC COVER. GATE VALVE -NIBCO T-111 BRASS NITH GROSS HANDLE FOR MAINLINE SIZES 2" I SMALLER. I NIBCO F-619 HITH A 2" OPERATING NUT FOR MAINLINE SIZES 2-1/2" I LARGER. GRISHOLD 2250-E-FL NORMALLY CLOSED, PRESSURE REGULATING, SURGE ANTICIPATING, FLANGED EPOXY COATED MASTER VALVE. SIZE PER PLAN. CONTRACTOR SHALL FIELD INSTALL ONE (I) LEIT LEMA l527S/l527E• DC LATCHING SOLENOID ACTUATOR FOR EACH VALVE. REMOTE CONTROL VALVE -HUNTER HBV-SERIES-P HITH PRESSURE REGULATOR. SIZE PER PLAN. CONTRACTOR SHALL FIELD INSTALL ONE (I) LEIT LEMA l525S/l525E• DC LATCHING SOLENOID ACTUATOR FOR EACH VALVE DRIP VALVE ASSEMBLY, HUNTER HBV SERIES VALVE HITH A SALCO D,SFG-150 DRIP STRAINER ASSEMBLY FOR EACH DRIP VALVE HITHIN A 12" X 20" GREEN LOCKABLE VALVE BOX. SIZE VALVE PER PLAN. WNTRACTOR SHALL FIELD INSTALL ONE (I) LEIT LEMA l525S/1525E• DC LATCHING SOLENOID ACTUATOR FOR EACH VALVE. SEE DETAILS FOR FURTHER INFORMATION I EQUIPMENT, QUICK COUPLER -NELSON #7645 VALVE HITH GREEN LOCKING COVER, SEE IRRIGATION PLAN FOR LOCATION. SPARE HIRE PULL BOX LOCATION FOR THE (3) BLUE SPARE HIRES I (I) HHITE COMMON HIRE LOCATED HITHIN A 9" ROUND LOCKABLE VAVLE BOX. THE SPARE HIRES HITHIN SHALL BE 36" IN LENGTH AND COILED. WNTRACTOR SHALL LOCATE THE SPARE HIRES AT THE EACH CONTROLLER ASSEMBLY HITHIN AGRA, 12" RECTANGLE LOCKABLE VAVLE BOX 12" AHA, FROM THE BASE OF EACH CONTROLLER ASSEMBLY PVC TO POL, CONNECTORS. FLUSH VALVE ASSEMBLY FOR DRIP SYSTEM. SEE PLANS FOR LOCATIONS. FOR FURTHER INFORMATION, SEE THE IRRIGATION DETAILS, HUNTER CHECK VALVE. SEE PLANS FOR LOCATIONS. D.I.G. LEIT XR AMBIENT LIGHT OPERATED CONTROLLER INSTALLED HITHIN A STAINLESS STEEL ENCLOSURE. FOR PRICING AND ORDERING CONTACT, MR. TOM GENTILE AT (909) 461-0942. SEE THE IRRIGATION CONSTRUCTION NOTES FOR FURTHER INFORMATION REGARDING MODEL NUMBERS. CONTROLLER MOUNTED ON A LEIT MOUNTING COLUMN LOCATIONS. SEE CONSTRUCTION NOTE FOR FURTHER INFORMATION, RECLAIMED PURPLE PVC IRRIGATION MAINLINE SCH. 40 PVC (I " -I 1/2"), CLASS 315 PVC (2" -2 1/2"), (FOR SCH, 40 I CL. 315 MAINLINE BUR, 24" BELOH FINISH GRADE), CLASS 200 GASKETED MAINLINE 3" AND LARGER (FOR CL. 200 GASKETED MAINLINE SHALL BE BURIED 36" BELOH FINISH GRADE). FOR 3" PVC MAINLINE AND LARGER THE CONTRACTOR SHALL USE THE LEEMCO JOINT RESTRAINT SYSTEM, I ALL FITTINGS SHALL BE DEEP BELL DUCTILE IRON FITTINGS. AND MECHANICAL JOINT RESTRAINTS MANUFACTURED B, LEEMCO. INC. NO CONCRE E THRUST BLOCKS HILL BE ALLOHED, PURPLE PVC LATERAL PIPE, MINIMUM PIPE SIZE SHALL BE 3/4", SCH, 40 PVC (3/4" -2'). CLASS 315 PVC (2 1/2" I LARGER). SIZE LATERALS PER PLAN. PER DETAIL NUMBER J I OIP A B C E F G L SEE DETAIL PIQ 500 500 __________ , DOMESTIC I" TYPE 'L' COPPER LINE. CONTRACTOR TO FOLLOH ALL IRHD RULES FOR INSTALLATION OF A DOMESTIC HATER FOUNTAIN, BUR, COPPER LINE AT 18" DEPTH, 0 SCH. 40 HHITE PVC PIPE SLEEVE SHALL BE INSTALLED FOR AN, MAINLINE, LATERAL, OR HIRES CROSSING UNDER HARDSCAPE PER THE IRRIGATION CONSTRUCTION NOTE #I SLEEVING REQUIREMENTS. NETAFIM TECHLINE MODEL# TLDL9-l2xx. HITH POL, TO PVC CONNECTOR FOR OAK TREE DRIP IRRIGATION. ALL OAK TREES SHALL HAVE A 60' LENGTH OF TUBING. INSTALL ALL NETAFIM TUBING PER TREE IRRIGATION DETAILS, IRRIGATION VALVE CALLOUT, SB= SHRUB TF = TURF TR = TREE CONSTRUCTION NOTE CALLOUT: VALVE ID. NUMBER. 501 24 "'> CPM / ,;.;;.;;; rLANT MATERIAL. PLANT MATERIAL ABBREVIATION, AN = ANNUAL COLOR PT= POTTED PLANTS PM = PALM TREES -------17'\__ I RRIGA Tl ON ~~CONSTRUCTION CALLOUT NUMBER. VALVE SIZE. IRRIGATION POINT OF CONNECTION EQUIPMENT SIZES, __---POC NUMBER r"""";;;:;;:~-:::::'i:::----WATER METER POC II__..--METER METER SIZE 'l ~2,: ~ BASKET STRAINER ASSEMBL, SIZE BASKET STRAINER ASSEMBL, CONj!_.:..-- ~-CONTROLLER NUMBER ----MASTER VAL VE MASTER VALVE SIZE I ~ FLON SENSOR SIZE , "---FLOW SENSOR ALL CONTROLLER REMOTE CONTROL HIRES, COMMON HIRES, AND MASTER VALVE HIRES GAUGES SHALL BE AS FOLLONS FOR EACH CONTROLLER, NEWPORT COAST VIEHPARK, CONTROLLER 'IA' #14 CONTROLLER 'IB' #14 CONTROLLER '2' #12 * HHEN RADIUS OF SPRINKLER HEAD IS LESS THAN RADIUS SHONN ON LEGEND, THE CONTRACTOR SHALL ADJUST RADIUS TO PREVENT OVER SPRAY ON HALLS, FENCES AND HALKS. WNTRACTOR SHALL PROVIDE AND INSTALL (10) EXTRA 12" SPRAY HEADS < (10) EXTRA 12" HIGH POP XP-SERIES AND 340 SERIES ROTORS, TO MAINTAIN HEAD TO HEAD COVERAGE AS DIRECTED B, THE IRRIGATION DESIGNER ON TOP OF THE REQUIREMENTS IN THE GENERAL NOTES. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONL, WATER METERS AND ALL CONNECTIONS TO IRVINE RANCH WATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH WATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300. PC# 1751;> Res/dual Pressure At Total Pre-Sat Pressure: q bs. @ 15% of the Reslc!ual Pre5&ire At Total Pre-Set Pr=e= IQ lbs. @ 15% Ot the Reeidual Pressure At Total Pre-Set Preeoore: 15 lbs. @ 15% of the ONSITE APPROV~=tf~ DATE f{·/•az_ .,, Sib-total o,ystern oob-tatal eys,em sul:>-total requiretnerli$. requirements. req..,irernenb. 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 PREPARED FOR: IRVINE COMMUNITY DEVELOPMENT COMPANY 550 Newport Center Drive Newport Beach, Califomra 92660 (949) 720-2000 CONSUL TANT: Revisions By Date en Cf) co ~ I-.,,.... oc:: z .,,.... <( I LU LO 0.. <( ~ 0) a.. s -::::, Zo <( LU N ex: 0 ~ -00 Oo > -I u.. .,,.... -LU LU -I z () • <( 0 > (./') ex: 0 ()~ -<( 0:: z -o a.. 0 Cf) ::r: ::::, LU () ex: > I-~ <( I-0::: -en w Cf) I-<( <( cc z ~ a.. I-0 0 s z (.) 0::: 0 w w 0 w I-I--a.. > s a,_ (9 oc:: <( z 0 LU () -z Cf) I-0.. 0 Cf) s w z > LU :5 z IRRIGATION LEGEND & NOTES LS 95.190 111111 >, " Job No.: E00~533 "' C. Drawn: DG Checked: DG / RV ;,,E 8 ·28 ~-0 E" ~ Em aE t) 8-m-ltj " ~ ·-m "' .l;c, 0 l2.3 SHEET 12 OF 16 ..., (.) 0 "' "' m z>-1/) :si5 " .l!l O.(.) 0. APPROVAL FOR ONSITE RECLAIMED WATER SYSTEM ONLY HATER METERS AND ALL CONNECTIONS TO IRVINE RANCH HATER DISTRICT FACILITIES MUST BE APPLIED FOR/OR APPROVED THROUGH THE IRVINE RANCH HATER DISTRICT SUBDIVISION/ DEVELOPMENT SECTION. FOR SPECIFIC REQUIREMENTS FOR OBTAINING SERVICE CALL (949) 453-5300. PCII 1756 ONSITE APPROVAL?A t)~ DATE ~/-02-- z l' " I. DRIP TUBING, SEE PLANS FOR MODEL AND SIZE 2. POLY ADAPTER. 3. FINISH GRADE. 4. SALCO DTS-140-qoo TUBING STAKE, 18" O.C. 5. ROOTBALL 6. BACKFILL MATERIAL 7 PVC LATERAL REFER TO PLAN FOR SIZE AND TYPE. 8 UVR-PVC 90' ELL (5 X Tl 9. PVC SCH. 40 SLIP REDUCING TEE. 10. PVC LATERAL. SEE PLANS FOR SIZE AND TYPE. @ Surface Tree Drip System M------- N.T.s. 6'. I" 11 3 2 B I. GEAR DRIVEN ROTOR 2. FINISH GRADE 3. SCH. 40 PVC LATERAL PIPE 4. SCH. 40 PVC TEE (5xTx5) 5 SCH. 80 4" NIPPLE 6. MARLEX ELBOW qo• (TxT) 7. SCH. 80 12" NIPPLE 8. PVC SCH. 40 STREET ELBOW {TxT) 9. EDGE OF PAVING, HEADER OR BUILDING WALL I. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER. 2. BRONZE WYE STRAINER WITH A 40 MESH STAINLESS STEEL SCREEN. 3. BRASS RISER. 4. FROM DOMESTIC WATER METER. 5. COPPER 90 ELBOW 5 x 5. 6. FINISH GRADE. 7. COUPLING T X 5 . 8. SPEARS SGH. 80 PVC STAINLESS STEEL REINFORCED MAL£ ADAPTER. 9. PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS. 10. BRASS UNION. , Q '1-R_. P_._z_. _B_a_ck_f_lo_w_D_e_v_ic_e_F_o_r_D_r_in_k_in_g_F_o_u_nt_a_in _____ _ '-~ N.T.S. I. BACKFLOW PREVENTER ENCLOSURE, SEE IRRIGATION LEGEND FOR MODB.. NUMBER 2. BACKFLOW PREVENTER, PER THE CIVIL ENGINEER'S SEWER AND WATER PLANS. 3. CONCRETE BASE FOR THE BACKFLOH ENCLOSURE, PER THE MANUFACTURER'S RECOMMENDATIONS. 4. 8" X 12" X 10" PEA GRAVEL SUMP 5. ANCHOR ROD, PER THE MANUFACTURER'S REC01'1MENDATIONS. 6. FINISH GRADE 7 2" ABOVE FINISH GRADE. . . • TOP VIEW ® Backflow Preventer Enclosure p ---N-.T-.-S.--------------------------- L 2'-0" MINIMUM FOR LINES EQUAL TO OR LESS THAN 2½" DIAMETER. 2. 3'-0" MINIMUM UNDER PAVEMENT FOR ALL LINES AND LINES GREATER THAN 2½" DIAMETER. 3. DIRECT BURIAL LOW VOLTAGE CONTROL WIRES. 4. PRESSURE LINE (MAIN OR LATERAL. 5. NON-PRESSURE LINE (LATERAL). 6. WALK, PAVEMENT OR OTHER STRUCTURE NOTES: A. TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATIONS. B MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE 90%. G. BUNDLE CONTROL WIRES TOGETHER AND TAPE TO PIPE AT 100 FOOT INTERVALS 1=111-111=111=11,-m-m-rn-- 5 4 CD Trenching Detail I -~-----N. T. s. 2 6·' 4 3 I. IRRIGATION HEAD PER PLAN. 2. EDGE OF PAVING. HEADER OR BUILDING WALL. 3. SCHEDULE 80 P.V.G. RISER. 4. MARLE>< STREET ELL. 5. STREET ELL. 6. P.V.G. LATERAL LINE. 7. P.V.G. ELL OR TEE. NOTE, A. ALL THREAD SHALL BE NRAPFED WITH TEFLON TAPE. Q) Pop-Up Spray Head J I-----'---.;___;______;_ ____ _ N.T.S. I> • . I> . . • A • ' A • A • • • • I. LEIT -XR CONTROLLER WITH MV/P. 2. HIGH SECURITY STAINLESS STEEL DISC-LOCK. 3. HEAV'f-DUTY STAINLESS STEEL ENCLOSURE WITH LIGHT ACCESS THROUGH GRID ON TOP AND INTERNAL CLAMP FOR COLUMN MODEL ENCL X FOR LEIT X, XR AND XRC. 4. STEEL MOUNTING COLUMN FOR X, XR AND XRG. MODEL MCOLXS 35" (SHORT) MODEL MCOLXL 50" (LONG) 5. FINISH GRADE. 6. WNCRETE BASE 12" x IB". 5 Light Energized Irrigation Controller Leit X, XR And XRC 'K' With Light Accessible Stainless Steel Enclosure I '1----=-------------" , - 1. GREEN PLASTIC VALVE BOX HITH PURPLE RECLAIMED WARNING TAG. 10" ROUND, BRAND "FLUSH" ON LID. 2. INSERT X MIP 90 DEGREE ELBOWS 3. FINISH GRADE 4. SCH. BO PVC UTILITY BALL VALVE (F X F). 5. SCH. 40 PVC 90 DEGREE ELBOW MIP X FIP. 6. SCH. BO PVC -LENGTH AS REQUIRED 7. ONE ( I) CUBIC FOOT OF PEA GRAVEL SUMP 8. SCH. 40 PVC 90 DEGREE ELBOW. FIP X FIP 9. HARDIE SWIVEL TEE -MODEL #FTS!6 10. ½" x 18" DIAMETER FLEX HOSE II. %" GALV. PIPE STAKE 24" LONG. 12. THO (2) STAINLESS STEEL CLAMPS. © Drip Flush Valve Assembly L--'-------- N.T.s. - I GREEN COLORED REGT ANGULAR VALVE BOX WITH LOCKING GOVER AND VALVE IDENTIFICATION, SEE SPECIFICATIONS. 2. CHRISTY'S TAG #ID-MAX-P2-RC !P2-- 3 REMOTE CONTROL VAL VE PER LEGEND. 4. DIG LEIT DC LOCKING SOLENOID, SEE IRRIGATION LEGEND FOR TYPE 5. SPEARS DS-500 DRI-SPLICE NIRE CONNECTORS 6. CONTROL AND COMMON WIRES WITH EXPANSION LOOP. 7 PVC LATERAL LINE 8. PVC MALE ADAPTOR. q_ PEA GRAVEL {3 CUBIC FEET) 10 PVC MAINLINE AND FITTINGS. 11. PVC 90 DEGREE ELL. 12. SCH 80 PVC 3" NIPPLE. 13. SPEARS SCH. BO UNION, SEE SPECS FOR MODEL NUMBER A NOTE: 11: ALL THREADS SHALL BE NRAPPED NITH TEFLON TAPE. NRAP NIRE 15 TIMES AROUND I I" DIAMETER PIPE TO CREATE EXPANSION LOOP. PLACE '7..__-lJJi:iJ:'_J REMOTE CONTROL VAL VE BOX 1-6 12" FROM HARDSGAPE EDGE WHERE ADJACENT. 7 Remote Control Valve For Leit Controller Assembly N.T.S. I. DRIP REMOTE CONTROL VALVE 2. REGLArMED TAG AND RCV STATION NUMBER 3 SPEARS SCH. 80 UTILITY BALL VALVE 4. SCH. 80 CLOSED NIPPLE 5 SCH. 80 PVC 90' ELBON 5 X T 6. PVC IRRIGATION MAINLINE 7. SENNINGER MODEL #PMR-20MF PRESSURE REGULATOR 8. SCH. 40 qo~ ELBOH S X S q_ SCH. 80 TOE NIPPLE 10 SPEARS STAINLESS STEEL REfNFORCED SCH. 80 PVC UNION 11 DRIP FILTER ASSEMBL '( HITH A 200 MESH STAINLESS STEEL SCREEN 12. DRIP PRESSURE GUAGE !3. PEA GRAVEL 14 ½" X 24" FLEXIBLE HOSE 15. GREEN PLASTIC RECTANGULAR VALVE BOX WITH PURPLE RECLAIMED HARNING TAG, SEE SPECIFICATIONS FOR TYPE AND 51ZE 16. PVC DRIP LATERAL , Drip Valve Assembly And Filter Assembly I F :1-_ _;_ _______ _;._ __________________ _ '-_, N.T.S. - I I" IN GROUNDGOVER AREAS,½" IN TURF AREAS 2. INSTALL QUICK COUPLER IN APPLIED ENGINEERING PRODUCTS GREEN ROUND PLASTIC VALVE BOX WITH PURPLE RECLAIMED WARNING TAG AND LOCKING GOVER. HEAT BRAND VALVE LID WITH "QVC'. 3. QUICK COUPLER VAL VE PER LEGEND. 4. TWO (2) STAINLESS STEEL CLAMPS 5 ONE (I) CU. FT OF PEA GRAVEL AT BASE OF VAL VE BOX. 6 PVC SCH. 80 NIPPLE LENG TH AS REQUIRED. 7. PVC MAINLINE. 8. PVC ELL. 9. STREET ELLS TWO (2) REQUIRED 10 PVC SCH. 80 10" NIPPLE 11. PVC TEE FITTING. 12. %" GALV. PIPE STAKE 24" LONG. 13 FINISH GRADE. 14. 18" MINIMUM FROM ANY HARDSCAPE AREA 15. GHR!STY'S TAG #ID-MAX-P2-RGIP2 NOTE: A ALL THREADS SHALL BE HRAPPED HITH TEFLON TAPE PLACE QUICK COUPLER VALVE BOX 12" FROM HARDSGAPE EDGE WHEN ADJACENT. @ Quick Coupler Valve In Box G...---------N.T.S. I. VEHICULAR OR PEDESTRIAN PAVING-SEE PLAN. 2. SCH. 40 LATERAL LINE IN SCH. 40 PVC SLEEVE. SIZE TO BE 2 x DIAMETER OF LATERAL. 3. 90% MIN. BACKFILL RELATIVE COMPACTION, SEE GEOTEGH. REPORT FOR AJRTHER INFO. 4. 6" MIN. GOVER AND 2" BASE OF SAND BACKFILL. 5. MAINLINE -SEE LEGEND FOR TYPE. MAINLINE TO BE SLEEVED IN SCH. 40 PVC PIPE 2 x DIAMETER OF MAINLINE. 6. CONTROL WIRE BUNDLE IN A SCH. 40 SLEEVE -SEE PLAN FOR SLEEVE SIZE. 7. BACKFILL. INFILL, AND GOMPACTIONS, SHALL BE PER GEOTEGH. NOTE: A. ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER VEHICULAR PAVING, PEDESTRIAN PAVING, AND HARDSGAPE AREAS. B. CONTRACTOR SHALL COORDINATE ALL SLEEVING NITH HARDSCAPE CONTRACTOR PRIOR TO FORMING TO INSURE SLEEVES ARE SET. G. ALL SLEEVES TO EXTEND 12" BEYOND HARDSGAPE SURFACE. D. IF ANY PART OF THIS DETAIL CONFLICTS WITH THE ANY GOVERNING AGENCY RULES OR DETAILS. THEN THE GOVERNING AGENCY OR AGENCIES INFORMATION WILL SUPERGEDE THIS INFORMATION H!THIN THE DETAIL. NOTE: LINE TYPE LOCATION SIZE DEPTH IN LANDSCAPE < 3" 24" PRESSURE l 3" 36" MAINLINE UNDER VEfilGULAR < 3" 36" PAVING l 3" 36" IN LANDSCAPE < 3" !8" LATERAL l 3" 18" LINE UNDER VEHICULAR < 3" 30" PAVING ' 3• 30" ® Pipe Under Paving H 1----'--------- N.T.S. I. APPROVED VAL VE BOX, SEE LEGEND 8. 20" PEA GRAVEL 9. TO IRRIGATION SYSTEM 2. FLANGED GATE VALVES PER THE IRRIGATION LEGEND 10. PENT/TE CONNECTOR PER CITY STANDARDS 3. FROM HATER METER I!. CHRISTY RECLAIMED ID. TAG 4. 8-8" CONCRETE BLOCKS REQUIRED 12. LEEMGO FLANGED JOfNT RESTRAINT SYSTEM 5. FLANGED BASKET STRAINER PER LEGEND 13. LEEMCO JOINT RESTRAINT FITTING 6. I2"x I2"x6" CONCRETE SUPPORT WITH PIPE-LINE PRODUCTS PIPE SUPPORT 14. LEEMGO REDUCER (BELL x BELL) 7. MASTER PRESSURE REGULATtNG CONTROL VALVE PER LEGEND 15. !1/4" CONDUIT FOR THE MASTER VALVE WIRES TO THE CONTROLLER I MAINLtNE TO MASTER VALVES. 2 FLANGED GATE VALVES PER THE IRRIGATION LEGEND 3. BASKET STRAINER PER THE IRRIGATION LEGEND 4. MAINLINE FROM THE WATER METER. 5. FLANGED DEEP BELL FITTINGS AND RESTRAINTS PER THE IRRIGATION LEGEND. (Plan View) Single Basket Strainer with Single @-p:....N.T'-'r~;.;;;s.;;;.s.:c.ur;.;;;e....;R..ce"'gecu;;,;.la;;;.t;.c.o'-r_A_ss_e_m_b_._ly __________ _ I GREEN PLASTIC REG TANGLE VAL VE BOX WITH PURPLE RECLAIMED WARNING TAG, APPLIED ENGINEERING PRODUCTS #1015 WITH 'T' GOVER LID #I0I5T-2G. HEAT BRAND VALVE WITH "MSTR-VLVE". 2 FINISH GRADE 3 MASTER VALVE, SEE LEGEND FOR FURTHER INFORMATION 4. SCH. 80 PVC MALE ADAPTER 5. SCH. 80 6" NIPPLE 6. PVC IRRIGATION MAINLINE FROM BASKET STRAINER 7. SCH. 80 PVC 45 DEGREE THREADED ELBOW 8. SPEARS SCH. 80 PVC UNION (SR-FIPT X SR-FIPT) 9. PVC IRRIGATION MAINLINE TO FLOH SENSOR. SEE LEGEND FOR TYPE, AND LINE SIZE 10. SCH. 50 PVC 45 DEGREE ELBOW 11. SCH. 80 PVC CLOSED NIPPLE 12. 4 GU. FT. PEA GRAVEL SUMP 13. CHRISTY'S TAG #ID-MAX-P2-RC IP2 ~ 111 L • I 9 '_ - - - -I · · · ,_-,, ,-rn-m--, ,,_-,, ,--11 ,--,, © Master Valve -Reclaimed Water c------- N.T.S. I. 1-1/4" GALVANIZED STEEL BOX POST WITH WELDED CAP. 2. %" STAINLESS STEEL BOLTS AT A MINIMUM OF TWO LOCATIONS, LENGTH AS REQUIRED. USE I" DIAMETER HASHER$ TO PROTECT SIGN. 3. CONCRETE FOOTING. 4. FINISH GRADE. 5. COMPACTED SUG-GRADE. NOTES. A. SIGN 15 TO BE CONSTRUCTED FROM 10 GUAGE ALUMINUM. B. SIGN 15 TO RECEIVE TWO GOATS OF ACRYLIC URETHANE PAINT C. ALL LETTERING 15 TO BE PURPLE ON A HHITE NON-REFLECTIVE BACKGROUND. D. ALL USE AREAS AGGESSABLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINfMUM 2 PER WATER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES HIDE. 2 In order to Conserve Water ... !RECLAIMED WATER IN USE! DO NOT DRINK@NO TOME AGUA WASH HANDS @ LAVESE SUS AFTER MANOS DESPUES CONT ACTING DE USAR 3 @ Reclaimed Water Sign D ~------N.T.s. 31872 Camino Capistrano San Juan Capistrano, CA 92675 714 661-7127 FAX 714 248-2599 1214 East Green Street Pasadena, CA 91106 626 795-2008 FAX 626 795-2547 PREPARED FOR: IRVINE COMMUNITY DEVELOPMENT COMPANY 550 Newport Center Drive Newport Beach, California 92660 (949) 720-2000 CONSUL TANT: Revisions (0 ...... ...... I LO CJ) a.. <( 2 _J w (.) 0::: <( a.. w > -8 z w I- C, z -I- C/) w > Cf) ~ 0::: <( Q._ $ LU -> LU > -oc:: Cl I-- Cf) <( 0 c.., l- o:: 0 ~ LU z N 00 ...... . Cl) 0 z ~ 0::: <( a.. $ w -> By Date Cl) 1-z w <( 2 -:::, z (.) a:: 0 e o ::J z <( 0 (.) i= -(_) :c :::, (.) 0::: <( 1-w Cl) co z I-0 0::: (.) Ow ~ a.. w <( z &5 0 z ::s IRRIGATION DETAILS LS 95.19D 111111 >, C Job No.: E00-533 ro a. Drawn: OG Checked: OG/RV ;,.E 1:1 ·28 ~-0 EC ;;j Em oE ~ 0 8-m- ~ cm ·-a'i .l;c C l2.4 SHEET 13 OF 16 ..J 0 0 " "' m zt-"' :56 C ro a.o a: , ----- ·----. --.......,_ ____ SEED MIX TO BE HAND-BROADCAST THROUGHOUT MULEFAT SCRUB AREA SEED MD<< 0.113 AC Total Iba. 5'11160L 6!4RU!3 NAME R-lced ·.;·; .. ~ ... •1, AMBROS/A FSIL05T ACHY A 283 :·, •:.• ... •--~. .. ~ ...... •\ . AR1EME5L4 DO.JaASL4NA .II ERIOP!-lYLLUM CONFERTl'LORUM .06 URTICA D~ICA 55F. !-lOL05ERt:EA .o2 MULEFAT SCRUB PLANT PALETTE CONTAINER PLANTS/ CUTTINGS• OJl3 AC 5YMBOL Sl--lRUB NAME • -r\" ~ ... •i, BACCI-IARIS SAL!CIFOLIA :.~ .. : •,::-::,i, D/STICJ..ILIS SPICATA LONICERA SUBSP!CATA V. DeNUDAT R:I6E5 6PECIO&UM CHAPPARAL PLANT PALETTE CONT A!NER PLANTS/ CUTTINGS< SI-IRUBS 5'1'MBOL Sl-tRUl3 NAME ® l-!ETEROMELE& AR.BUTIFOLIA @ MAL05MA LAURINA @ R!-lU& NTEGRl'OLIA SIZE/SPACING CUTTING I 24" O.C. CUTTING I 24" O.C. 1 GAL/ 24" O.C. 1 GAL I 24" o.c. SIZE/&FACNG 1 GAL I 24" O.C. 1 GAL I 24" O.C. 1 GAL/ 24" 0,C, COASTAL SAGE SCRUB PLANT PALETTE TREES• S'1'MBO' TREE NAME/COMMON NAME SIZE/SPACING 0 GlUERCUS AGRl'OLW I GAL I FER PLAN COAST LIVE OAK EB GlUERCUS DUMOSA/ 24" eox COASTAL SCRUB OAK 0 5AM6UCU5 MEXICANW 1 GAL I PER PLAN MEXICAN ELDER6ERRY COASTAL SAGE SCRUB PLANT PALETTE ROCK OUTCROF5• LOCA TION5 TO BE DETERMNED N Tl-IE FE'I D 5'1'MBO 61-4RU6 NAME SIZE/SPACING CAL YS1EGIA MACROSTEG:IA 1 GAL / RANDOM DUDLEYA LANCEOLATA 1 GAL / 24" OC.. DJDLEY' A FUL YERULENT A 1 GAL/ 24" O.C. 55F. FUL VERULENT A MIRABl.,l CALl'ORNICA 1 GAL/ 24" o,c, COASTAL SAGE SCRUB PLANT PALETTE 6RA56LANDS= LOCATIONS TO BE DETERMINED IN THE FIB...D SYMBOL 51-lRUB NAME 51ZE/5F ACNG DUDL.EY A MULT!CAULIS LUG&/ AS DIRECTED TOTAL 3.02 QTY NOTES: 36 12 c;ROUPS OF3 36 12c:.ROUFSOF3 15 EVENLY 6PACED GlTT NOTES• 66 23 55 GlTT NOTE5• 21 UNFRUNED STANDARD 40 CONlRACT GRCWN 1 GlTT NOTE5• 20 FLA.CE NEXT TO LARGE 5!-lRJB5 40 GROUFSOF3-5 @KEY AREAS 30 GROUPS OF 3-5 ®KEY"AREAS 15 c:.ROUF5 OF 3-5 1'l KEY AREAS GlTT T NOTES• TlilN5TALLATION PER 4 RESTORATION ECOLOG,IT COASTAL SAGE SCRUB PLANT PALETTE' CACTI DOMINANT CONTAINER PLANTS/ CUTTINGS: 0,147 AC 5'1'MBOL 51-lRUB NAME SIZE/SPACING GlTY NOTES: ~ OFUNT,O. LITTORALl5 1 GAL.. / 2411 0.C, 99 33 GROUF5 OF 3 OPPUNTtA PR.OLIFERA 1 GAL / 24" o,c, 51 17 GROUPS OF 3 ERIOGONUM FA5CICULATUM 1 GAL/ 24" O,C. 18 b GROUPS OF 3 \ \ ---------! ____ _ ------------- --------+---- ---(SS) (RiV) ------. -------· -• -------·--' : ' Fi -(DvV) --___ , ·~· --··--------........ _, ___ -----\------ w ' . . 55 '~ -J2l -0 ·•·•····,.,·•·••_'_+_ .... __ :, ' ,i~~ -----+ 2 ~ .•.. ' '~ ', --'( ~ 1; \ \ ,' ' ... ,:.· \ --~ ' ,, -.,.-, ·,, =~--,;"--' ~ ·.' ... '(.... \ -;:;:.=.... ',, /2::--S:---~ % -----• • • ""-" '.-.:.. --oe---~~ ';_:;,'.:,·· •. •, ... •• r--.__ I . ·.:-:-·:_..,;,., ~ . I \ \ \ \_ ; ; • I • I • I /i l i • i • J i l1l+lllilililililili· '--"..A -· /j. -J>I -l tj_lj_l i Ii LI_ 1--,J 1-1 ··. .. • I Ii I/(I yl ~.:ct.i I\ t I--I I I • • • . -1 1-I I 1./111. · 1 __ !•· -/ . •• .. ·•-· .. _ . . ---11 • .~ 9 I i l_i J _I.· . I . Ii ~·, , I I •··-I Tl 1• L I ~1i Ii+· I I_J JJ_ I -t I ·.·• .• ._ _ 1 1 • ~ I ~ • I i-1 ••• -1 * * * _ _ .. _ I r· . . -· * 1 • .,( .. =:: .;:... I I I . • · · I >>+ +<<<< I I + + + + + + • 1t11 f tiJ.H i :::~:;: :\i:: ·: :: : '11 ii I' ifl i j ~..;.:,..__ I I (I i I i I i l,J,,-L-/.LI *i I i 1 I Ii 111 • ~~ .a---..!.lr I I • i I ~~ I • ~I ~ .. ) _j// ---- I I I I / I Ll11r OF GRADNG \ 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 COASTAL SAGE SCRUB PLANT PALETTE, ARTEMESIA DOMINANT COASTAL SAGE SCRUB PLANT PALETTE, SALVIA DOMINANT COASTAL SAGE SCRUB PLANT PALETTE' ENCELIA DOMINANT CONT A!NER PLANTS/ OJTTfNGS• 0.53 AC CONTAINER PLANTS/ CUTTING8: 1.07 AC CONTAINER PLANTS/ CJJTTJNG5, 0,732 AC SYMBOL SHRUB NAME SIZE/SPACIN6 . GlTT NOTES= 5-rMBOL &HRUB NAME 61ZE/SPACING GlTT NOTES• 5'1'MBOL &HR.LIB NAME 51ZE/5FACNG GlTT NOTES: [Z'.LJ AR1EME5L4 CALl'ORNICA 1 CiAL / 24" o.c. 150 S06ROUPSOF3 ITill AR1EME5L4 CALl'ORNICA I GAL / 24" O.C. 130 40 c:.ROUF5 OF 3 El AR1EME5IA CALl'ORNICA JG.AL. /24"0,C, 60 20 GROJPS OF 3 BACCHARIS PWL.ARIS 1 GAL. / 2411 o..c. 15 EVENLY SF ACED f3ACC!-!ARl5 FIUJLARJS 1 GAL / 24" O.C. 33 EVENLY 5FACED 6ACCHARl5 PILULARJS 1 GAL / 24" o,c, 22 EVENLY SF ACED BACCHARl5 SALICIFOL!A CUTTINGS / 24" O.C. 16 8 GROUPS OF 2 BACCl-!AR.15 SAL.JCIFOLIA CUTTINGS I 24" O.C. 32 16 6ROUPS OF 2 BACCHARIS SALIC!FOLlA OJTTINGS / 24" O.C 22 II c:.ROUF5 OF 2 ENCE-IA CALIFORNICA l 'GAL I 24" O..C.. IOI 14 GROUPS OF 3 ENCELIA CALIFORN!CA 1 GAL / 24" O.C. 203 30 GROUPS OF 3 ENCaL4 CALl'ORNICA 1 GAL / 24" 0,C, 139 • 110 GROUPS OF 2 ERIOGONUM FASCICULATUM 1 CiAL I 24"0.C. 60 30 6ROUF5 OF 2 ERIOGONUM FASCICULATUM I GAL/ 24" O.C. 90 45 GROUPS OF 2 ERIOGONUM FA5CICULATUM 1 GAL / 24" O,C, 88 44 GROUF5 OF 2 ,IOCOMA MENZieSII I GAL./ 24"0.C. 63 EVENLY 5FACED ISOCOMA MENZE511 I GAL / 24" O.C. 128 EVENLY 5FACED I60COMA MENZIE5!I 1 G.AL., / 24" o.c. 87 EVENLY 5FACED 150MERJ5 ARSOREA 1 CiAL / 24" o.c. 30 EVENLY 5FACED 150MER,IARBOREA 1 GAL I 24" o.c. 65 EVENLY 5FACED ISOMERI5ARBOREA 1 GAL / 24" 0,C. 44 EVENLY 5FACED lE'(MUS CONDEN5ATU5 CUTTING/ 24" O..C. 30 10 GROUPS OF 3 LEYMUS CONDEN5ATU5 a.lTTING / 24" O.C. 66 22 GROUF5 OF 3 L.E"rMU5 CONDENSATl.15 CUTTING I 2411 0,C, 45 15 GR.CUPS OF 3 LOTU5 SCOPARIJS VAR. SCOPARUS 1 GAL. / 24" o.c. 30 15 c:.ROUFS OF 2 LOTU5 5COPARIJ$ VAR. SCOPARIJS 1 GAL. / 24 I! o.c. 64 32 GROUPS OF 2 LOTU5 5COPARIU5 VAR. SCOFARn.J5 l GAL. / 24" O.C. 44 22 c:.ROUF5 OF 2 MALACOT!-lAMNUS FA5CICULATU5 lGAL./24"0.C. 42 EVENLY &FACED MALACOT!-lAMNUS FA5CICULATU5 1 GAL I 24" O.C. 50 EVENLY 5FACED MALACOT!-lAMNUS FA5CCULATU5 I GAL, / 24" O.C. 60 EVENLY SF ACED MARA!-l MACROCARFUS 1 GAL/ 24" o.c. 6 EVENLY 5FACED MARA!-l MACROCARFUS 1 GAL/ 2411 O,C. 20 EVENL 'l' 5FACED MARAl-4 MACROCARPUS I GAL. / 24" o,c, 18 EVENLY SF ACED MIMULU5 AURANTIA0..15 lCiAL/24"0.C. 61 21 c:.ROUF5 OF 2 M!MUUl5 AURANTIACU5 I GAL. I 2411 0.C, 123 45 c:.ROUPS OF 2 MIMULL.l5 AURANTIACLl5 1 GAL / 24" o,c, 85 30 GROUPS OF 2 5AL VL4 AF,O.NA 1 GAL I 24" O.C. 18 EVENLY 5FACED 5ALVIA AF,O.NA 1 GAL/ 24" O.C. 130 EVENLY 5FACED 5ALVA AFIANA 1 GAL I 24" O..C. 26 EVENLY 5FACED SAL V!A MEU..fFERA 1 GAL/ 24" O.C. 18 EVENLY SPACED SAL.VIA MELLIF£RA 1 GAL/ 24" o.c. 230 11S GROUPS OF 2 SALVL4 MELLl'ERA 1 GAL/ 24" 0.C, 26 EVENLY &FACED SOLANUM DOJGLASJI 1 GAL/ 24" 0.C. 18 EVENLY 5FACED SOLANUH DOUGLA6JI 1 GAL I 24" o.c. 33 EVENLY 5FACED SOLANUM DOJGLAS!I l GAL/ 24" O.C. 26 EVBJLYSPACED SEED MIX TO BE HAND-BROADCAST THROUGHOUT GRASSLAND SCRUB AREA SEED MIX= 0.123 AC Total lbs. 5'l'MEOL Sl-lRL.16 NAME Requrred □ AGROSTIS PALLEN.5 0.18 BLOOMERL4 CROCEA 0.02 CA5TUEJA EXSERTA 0.01 GALLIJM ANGUSTi'OLn.JM 0.06 MELICA IMPERFECT A 0,12 NASELLALEFDA 0.25 NA55EUA FULCl-1RA 0.98 . PLANT AGO ERECT A 031 PLANT AGO OVATA 0.12 FOA SECUNDA o:n 5I5YRNCl-lUM BELLUM 0.01 VULFIA MICR05TAC!-lY5 0.14 TOTAL 2.53 SEED MIX TO BE HAND-BROADCAST THROUGHOUT ENTIRE SITE 5EED MIX= L98 AC Tot.al lbs. S'1'MBOL 51-lRUB NAME Required BLOOMERIA CROCEA 0.35 ERIOP!-lYLLUM CONFERTl'LORUM 0.81 ESC/-18COLZJA CALIFORNICA 0.19 EUCRYPT A C!-RYSANTHEMFOLIA o.os, GNAP!-4Al..lUM BICOLOR 0.17 GNAPI-IAL.UM CAL.IFORNICUM 0.17 LA5T!-lENL4 CALl'ORNICA 3A8 LUFNU5 BICOLOR 1,74 LUFNU5 5UCCULENTU5 1.14 MIMULUS AURANTL4CUS 1.22 NA5ELLA LEFDA 3.48 NA5ELLA FULCl-lRA 6.96 OENOTHERA CALIFORN!CA o.os, FENS'TEMON SFECTABIL!S 0.17 F!-lACalA MNOR 0.35 FLANT AGO ERECT A 5.22 FLANTAGO OVATO 1.74 5I5YRNCl-ln.JM BEU.UM 0.11 TOTAL 28.10 NOTE• LAU.. CONTA!NER FLANTS TO BE !NNOCULATED WITH MYCORRHtZAL FUNGL 2.ALL TREE5 Wlr!-lN 5• FROM FAVNG 51-lALL RECEYE TREE ROOT BARRER& FER FF;RD STD FLAN #1708 3.ALL FLANTNG IMPROYEMENT5 51-lALL BE COUNTY OF ORANGE HANT AINED. 0 1530 60 I I I I NORTH SCALE• 1'=30' 31872 Ccmlno Ccpistrono San Juen Ccplstnlno, CA 92675 849681-7127 FAX94924&-25S9 1214 Eo.ot Grcsn Strezt Pc.sru:IGna,CA 91108 626 785-2008 FAX 628 7SS-2547 PREPARED FOR: ~ CXJ~Q..';u;aT'Y ~a.Ot=~:SNT Ol.vJPANY 550 NEWPORT CENTF/l DRIVE' NEWPORT fiCACH, CAl.lFORNIA 92660 TELEPHONE: (949) 720-2000 CONSULTANT: Rovlslons By Date ~ oc ~ (!) IQ).. ..... ..... $ I 10 0) w C\I <( ~ C!.. -= oO z <( > a: z ::ii 0 w ..-a: -I w • LL w > CJ) J => (.) 0 t5 0 = 0 a: oc ~ z -C 0 :c z ~ ~ w F 0 > 6 -oc m ~ 00 ~ a: b: => I-a: z 0 s 0 I-w 11. (J) I-u w a1 z CJ 0 -z F > z 0 -oc I-en 0 w > IQ).. s w z VIEWPARK NO. 1 PLANTING PLAN LS 95.19D 111111 VIEWPARKNO. 2 Job No.: ED0-533 ~ a. Drawn: CR/JK/JE VIEWPARK NO. 1 Checked: RHV/MS il-8 !ll co ~E 0 Em l;f Ee E!. 8 g-r- ® l3a 1 PACIFIC COAST H:GHWAY KEYMAP 7 SHEET 14 OF 16 o- ~ C !!! 1; m -0 0 -' 0 0 ii f!: ,,, ~is. a o.o .. >< I ~ C, -Ln Ci.. i \ \ -------------------------------------· ------------ / / ! ! --... - \ \ \ \ \ \_, \ \ \ . \ Cl-lAPPARAL PLANT PALETTE CONT ArNER PLANT&/ QJTTINGS= 5HRUB5 S-rMBOL 514RUB NAME SIZE/SPACING © '"ETEROMELES ARBUTIFOLIA 1 GAL / 24" O.C, @ MALOSMA LAUR!NA 1 C:!AL I 24" O.C. @ R-NTEGR!'OLL4 1 6AL I 24" O.C. COASTAL SAGE SCRUB PLANT PALETTE TREE&= S-rMBOL TREE NAME/COMMON NAME SIZE/SPACING 0 QUEROUS·AGRrroJ.;W 1S GAL I PER PLAN COAST J....IVE OAK EB QUEROl.16 J:<JMOSA/ 24" BOX COAST AL 6CRLl6 OAK 0 SAM6UCLl6 MEXICANA/ I GAL. I FER PLAN MEXICAN ELDERBERRY r,-,A'"'-AI r-Ar c:n 1.NT PJ\l ROCK OUTCROPS: LOCATION& TO BE MNED N T'"E FIELD S-rMBOL 51-!RUB NAME &IZE/SPAClNG CAL Y&TEGIA MACRO&TEGIA I GAL. I RANDOM J:<JDL.EYA LANCEOLATA 1 GAL/ 24" O.C. DJDLEY A RJL VERLILENT A 1 GAL / 2411 O.C. 65P. PUL VERULENT A MIR.ASL!$ CALIFORNICA 1 G:AL. / 24" o.c. \ \ \ QTY 19 15 9 QTY 3 17 II QT'( 10 20 10 :25 / / I I \ NOTES' NE PORT co t! ' COASTAL SAGE SCRUB PLANT PALETTE' ARTEMESIA DOMINANT NOTES, CONTAINER PLANT&/ CUTTINGS• 02b2 AC SYM60 6'"RU6 NAME S!ZE/SPACING QTY NOTES: UNPRUNED STANDARD V// ARTEMESlA CAL!'ORNICA 1 GAL./ 24" O.C. 81 27 GROUPS OF 3 =NTRACT GROJJN e=RIS PI.ULARIS 1 GAL / 24" O.C. 8 EVENLY SPACED BACCI-IARIS SALICIFOLIA CUTTINGS/ 2411 O.C. 8 EVENLY SPACED ENCalA CAL!'ORN= lGAL./24 11 0.C. 44 II GROUPS OF2 NOTES, ERkX,ONUM FASCICULATUM 1 GAL I 24" o.c. 30 10 GROUPS OF 3 PLACE NEXT TO LARGE 6'"RU66 150COMA MENZIE5!1 1 GAL./ 24" O.C. 20 EVENLY SPACED GRCUPSOF3-S iiJ KEY AREAS ISOMERIS ARElOREA 1 GAL/ 2411 O.C. 16 EVENLY SPACED GR.CUPS OF 3-S iil KEY AREAS LEYMU5 =SATUS CUTTING / 24 11 O.C. 16 8 GRCUPS OF 2 GROUPS OF 3-S 'al KEY AREAS LOTU5 SCOPARL.15 VAR. 6COPARU5 1 GAL I 24u O.C. 16 8 GROUPS OF 2 COAST AL SAGE SCRUB PLANT PALETTE' CACTI DOMINANT MAI.ACOTHAMNUS FASCOILATUS 1 GAL./ 24" O.C. " EVENLY SPACED CONT A!NER PLANTS/ a.JTT!NC::S: 0.01 AC S-rMBOL 6'"RU6 NAME s=SPACNG QT'( NOTES, MA~ MACROCARPU5 I GAL. / 2411 O.C. 6 EVENLY SPACED ~ OPUNTL4 LITTORALIS 1 GAL I 24" O.C. ,1 7 GR.CUPS OF 3 MIMULU5 AURANTIACUS 1 GAL./ 24" O.C. 39 11 GROUPS OF 3 OPPUNTL4 PROLA"ERA ! GAL/ 24" O.C. 15 5 GROUPS OF 3 SAL VIA APIANA 1 GAL./ 24" 0.C, 10 EYENL Y SPACED ERl060NUM FA6CICULATUM l 6AL / 24" O.C. 9 3 GROUPS OF 3 SALVL4 MELLWERA 1 GAL. / 2411 o.c. 10 EVENLY SPACED ST DR~VE 4 / / / / / COASTAL SAGE SCRUB PLANT PALETTE, SALVIA DOMINANT CONTAINER PLANTS/ CUTTINGS• o.tw AC SYMElOL SHRUB NAME SIZE/SPACING: QTY NOTES: 11 i I : ARTEME51A CALIFORN!CA 1 GAL I 24" o.c. " 11 GRCUPS OF 2 BACCHARIS PILULAR!S 1 GAL.; 24" o.c. 5 EVENl Y SPACED BACCHARl6 SALICIFOL!A QJTTING / 24" O.C. 5 EVENLY SPACED ENCEL!A CA.LIFORNICA 1 GAL. / 24" O.C, 29 5 GROUPS OF 3 ER.IOGONUM r'A5CICIJLATUM 1 GAL; 2411 o.c, 15 5 GROUPS OF 3 ISOCOMA MENZIESI! 1 GAL I 24" O.C. 13 EVENLY SPACED ~MERIS ARElOREA 1 GAL / 24" o.c. IO EVENLY SPACED LEYMU5 =NDEN5ATU6 o.ITTING: / 24" o.c. 10 S GRCUPS OF 2 LOTUS SCOPARIUS VAR. 5COPARU5 1 GAL/ 24" O.C. 10 S GRCUPS OF 2 MALACOT~MNUS FASCICULATUS 1 GAL I 2411 O.C. 15 EVENLY SPACED MARA!-! MACROCARFU5 1 GAL. / 2411 o.c, 4 EVENLY SPACED MIMULU5 AURANTL4CUS I GAL I 2411 O.C. ,., 8 GROUPS OF 2 SAL VIA AFIANA I GAL I 24u O.C. " 1!GROUP50F2 SALVIA MELL!FERA 1 GAL/ 24" o.c. 39 13 GRCUPS OF 3 / / / --. --. ---. ... ------- / I COASTAL SAGE SCRUB PLANT PALETTE' ENCELIA DOMINANT CONTAINER PLANTS/ CUTTINGS• 0.0S1 ,t;e SYMBOL SHRUB NAME SlZE/SP,t;C,fNG E2] ARTEMESIA-CAL!'ORNICA t GAL 1 ·2411 o.c. BACCHAR!5 PILULARl5 1 GAL/ 2411 O.C. 3 EVENLY SPACED 6A=ARIS SALICl'OLL4 CUTTING / 2411 O.C. 3 EVENLY SPACED ENCELIA CAL!'ORNICA 1 GAL. / 2411 O.C. 16 EVENLY SPACED ERIOGONUM FASCICULATUM I GAL/ 2411 O.C. 12 4 GROUPS OF 3 ISo=MA MENZESII ! GAL/ 24" O.C. 7 EVENLY SPACED 1 GAL./ 24" O.C. 6 EYENL Y SPACED LEYMU5 =NDENSATUS CUTTING: I 24 u o.c. 6 3 GROUPS OF 2 LOTU5 5COPARIU5 VAR. 5COPAR:IU5 ! GAL/ 24" O.C. 6 3 GROJPS OF 2 MALACOTHAMNUS FA6CICULATU5 1 GAL / 24 1' O.C. 6 EVENLY SPACED MA~ MACROCARPUS 1 GAL/ 2411 O.C. 3 EVENLY SPACED MIMULU5 AURANTIACU$ I GAL/ 2411 O.C. 15 4 GROUPS OF 2 SALVIA APIANA 1 GAL/ 24" O.C. 4 EYENL Y SPACED SAL VIA MELLIFERA 1 GAL/ 24" O.C. 4 EVENLY SPACED SEED MIX TO BE 1-lAND-BROADCAST Ti-lROUGl-lOUT ENTIRE SITE SEED MIX= 0.25 AC ·oTAL_Lfll' S-rMBO 6'"RU6 NAME ,_QUl<EI) D 6LOOMERL4 OROCEA 0.05 ERIOPHYU.UM =NFERTFLORUM 0.13 E5CH5=LZL4 CAL!'ORNICA O.Ol ELICRYFT A CHRYSANTHEMFOLIA 0.01 GNAP~I.IM Elk'.:OLOR 0.03 GNAP'"ALUM CAL!'ORNCUM 0.03 LA51Tl-lENL4 CAL!'ORNICA 0.50 LUPINU6 Ell=LOR 0.25 LUPINUS 6UCCULENTU6 0.:25 M!MULUS AURANTIACl.JS o.~ NA6ELLA 1.EPIDA 0.50 NA6ELLA PUL= 1.00 OENOT~ CAL!'ORNK::A 0.01 PENSTEMON 5PECTA6IL15 0.03 PHACELL4 MNOR 0.05 PLANT AGO ERBCT A O,T5 PLANT.AGO OVATO 025 SISYR"'°'"I.IM 6ELLUM 0.03 TOTAL 4.00 NOTE, I.ALL =NTANER PLANTS TO 6E NNOCULATED WITH MY=RRHIZAL FUNGI. 2.ALL TREES WITl-lN 5' FROM PAVING SHALL RECIEVE TREE ROOT BARRIERS FER FF4R:D 51P FLAN #!708 3.ALL PLANTNG IMPROVEMENTS 6'"ALL 6E COUNTY OF ORANGE MANTANED. 31872 Cr:mino Cc.plstmno Sm\ Juen Capistrano, CA 92875 949 681-7127 FAX 949 248-2589 1214 EQot GroGn StroGt Pcsc.dcna,CA 91108 828 785-2008 FAX 628 785-2547 PREPARED FOR: 550 NEWPOHT CEHTCR DH/VE NEWPORT BEACH, CAUFORNV. 92660 TELEPHONE: (949) 720-2000 CONSULTANT: Revisions By ~ oc ~ (0 [!.. ..... ..... s I U') CJ) w C\I < rn a. = ca -I-< > Zz 2 a: w ..-fr 2 ..J w • w > Cf) -::> _. (.) 0 = 0 c3 0 a: oc if z -C 0 :c z ~ ~ w F 0 > --a: CD t ~ ~ ~ h: ::> I-a: z 0 iTI 0 I-w a. rn I-0 $ z C, 0 -w z F > z (.) -oc I-rn 0 w > [!.. s w z Date ___ 01=1 ~1{--+2i°=====41° --_VIEWe.ABK N0.2_ SCALE: 1"=20' NORTH VlEWPARK NO. 2 VlEWPARK NO. 1 PACIFIC COAST HleHWAY KEYMAP PLANTING PLAN LS 95.19D 111111 Job No.: E00-533 /;' " a. Drawn: CR/Jl(/JE Checked: RHV/MS .a,E @I ca8 Ee 0 EQ ls: 8~ g ... m-;; ci a :l;o 0 _, () SHEET15 OF 16 0 iii a: ~~ "' a o.O .. >< • i:s--1, Lr, • D... ALL. INCl.llSIVE NOTE• A. CONTRACTOR MAY ENCOJNTER ROCK OJTCROFPINGS ON-SITE. F OCCUR&, CONTRACTOR I& RE&PON&16LE TO PICK/ GRIND PLANTING AREA&. NOTE' A. CONTRACTOR MAY ENCOJNTER ROCK OJTCROFPING& ON-SITE. F OCCUR&, CONTRACTOR IS RE&PON&l6LE TO PICK/ GRIND PLANTING AREA&. I. EDGE OF CURB/ EDGE OF PAVIN1',/ FACE OF WALL. PLANT LEGEND , I I PLANT LEGEND @1--~-'~-=~-~__:_-~_._p_ac_i;.:_;n=g _________ _ I. TREE ROOT6ALL' 5 4 15 GAL. I" ABOVE GRADE, 24" 130X 4 LARGER 3" Al30VE GRADE, TAPER ROOTl3ALL TO GRADE. 2. FERTILIZER TABLETS PER PLANTING SPECIFICATIONS. 3. PREPARED BACKFILL PER PLANTING SPECA=ICATIONS. 4. APPROVED ROOT CONTROL BARRIER, 5. Flt-JIS!-1 GRADE. b. b' ZONE OF OVER EXCAVATED AND RE-COMPACJ:W NATIVE SOIL. 7. TREE ROOTBALL DRAINAGE AND AERATION FOR 24' BOX OR LARGER UNLESS NOTED OTI-IERWISE. 8. PROVIDE TREE TRUNK GUARDS FOR ALL TREES IN TURF AREAS. 9. CONCRETE CURB. 10. DRIP LINE OF TREE (DEFINED BY Tl-IE MINIMUM SPACING DISTANCE IN Tl-IE TREE PLANTING GUIDELINES). 11. OONCRETE FLA TWORK. NOTES, A. POSITION ROOT BARRIER AS CLOSE TO CURB OR SIDEWALK AS POSSIBLE. RAISED ROOT PROTECTORS 51-!ALL BE FACING TOWARDS Tl-IE TREE. 13. TOP OF BARRIER SHALL BE I" ABOVE FINISI-IED GRADE. C. LENGTH OF ROOT BARRER SHALL BE EQUAL TO Tl-IE DRIPLINE OF Tl-IE PARTICULAR TREE TO BE PLANTED A5 DEFINED BY Tl-IE MINIMUM SPACING DISTANCE IN Tl-IE TREE PLANTING GUIDELINES, D. APPLY MASTIC SEALER TO JOINT BETWEEN CONCRETE SURFACE AND ROOT BARRIER. E. USE ROylT BARRIERS WHERE EVER TREES ARE PLANTED WITI-IIN:, OF ANY STRUCTURE, CONCRETE FLATWORK CURB AND GUTTER, UTILITrES, ETC. ' 4 ' /:, < • I> . . . 11 111 11W 1 1W I 1W I 1W I 1W 11\M-11·':±l'FE'SYI ' 4 2 X ROOT6ALL DIAME I ER Ill -II -, ~ ~ TTT---:--;- ,A,---=:::::1-~ A----=:::::1-_J 'I bl II SECTION A-A N.T.5. FLAN VIEW N.T.5. ® Linear Root Barrier Fi-------- Sc:!:i: 1/'J::' = 1'-()' 3 b ,-, -w ' J._...-------" "'--' ~· I -I 4 I H--,_ IJ ' ! ROOTEIAU DIA. n 2 ,1 ROOTBALL DIA. L TUJO..i1 DIAMETER X 8' LONG!: TREATED LODGEPOLE &TAKE& FOR S GALL.ON. 10' LONG LODC.-EPOLE STAKES FOR 15 GALLON AND 24 11 ElOX. PLACE &TAKE& AT RIGHT AN<;LE TO PREY AILING WIND OR A& DRECTED 6Y LANDSCAPE ARCl-lllECT. FOR 3.611 BOX TREE USE TW0-3" DL'IMETER X 10' LONG TREATED LODGEPOLE WITI-I 3.611 V.I.T. WtrH THRU 60LT&. 2. (2)-V.I.T. TWIST 6RACE, &~ PER 60X &IZE. 3. EARTH WATERING 6A&IN. NO LARGER THAN ROOT6ALL. RAKE OJT A& DIRECTED. 4. 6ACKFILL MC>< PER PLANTING &PECFICATION&. &. PLANTING TA6LET& PER PLANTING &PECFICATIONS. 6.FINl&HGRADE. NOTE' A. PLANT Ptr SHOWN I& FOR IS 1',AJ..I..QN 5~. FOR LARGER MATERL'IL, PLANT Pff SHALL. 6E 18" LARGER THAN 60X 5~ ON ALL. 5DE5 AND NO DEEPER THAN ElOX DEPTH. 6. V.I.T. BRACE& ARE TO 6E ATTACHED TO LODGEPOLE WfTH GALVANIZED DECK &CREWS, NO NAl.5 ALL.OWED. C. WATER-6A&IN &HALL. 6E FUED WrrH 2" LAYER OF BARK MULCH. D. FOOT TAMP 6ACKFU LIGHTLY !N 6 11 -1011 LIFTS MAXM.IM. 1. lUJ0-211 DIAMETER Xe' LONG TREATED LODGEPOLE 5T AKE& FOR S GAUON. 10' LONG LODGEPOLE 5T AKE& FOR IS GALL.ON AND LARGER. PLACE &TAKE& AT RIGHT AN<;LE TO PREVAILING WIND OR A& DIRECTED 6Y LANDSCAPE ARCHITECT. 2. TWO-V.I.T. TWl&T 6RACE, SIZE PER 60X &IZE. 3. EARTH WATERING 6A&IN. NO LARGER THAN ROOT6ALL. RAKE OJT A& DRECTED. 4. DEPRE55ED 6A&IN WrrH I" LAYER MULCH. REFER TO PLANTING SPECFICATION5. 5. CROWN OR ROOT6AU.. 2" ABOVE FINISH GRADE. 6. BACKFILL MC>< PER PLANTING 5PECFICA TION5. 7. PLANTING T A6LETS PER PLANTING &PECFICATION5. 8. EXISTING GRADE. 9. FIN~ G--RADE. NOTE, A. PLANT Prr SHOWN IS FOR • IS GALL.ON SIZE: FOR LARGER MATERL'IL, PLANT Pff SHALL. BE 18 II LARGER TI-IAN BOX &~ ON ALL. &DE& AND NO DEEPER THAN 6CX DEPTH. 6. V.I.T. 6RACE5 ARE TO 6E A TT ACHED TO LODGEPOLE WfTH GALVANIZED DECK &CREW&, NO NAIL& ALLOWED. C. WATER-BASIN SHALL. 6E FILLED WfTH 2" LA YER OF 6ARK MULCH. D. FOOT TAMP 6ACKFILL LIGHTLY 1N IO" -10" LIFTS MAXIMUM @r--=-~-r~.:....= ?=-w_P...:.l~-()';.:_;n=tin-'-"g"--=O=n~S=--=-lo=---pc:..:e=--------- NOTE' A. CONTRACTOR MAY ENCOUNTER ROCK OUTCROPPING& ON-SITE. F OCCUR~CONTRACTOR I& RE5PON516LE TO PICK/ GRIND PLANTING AREA&. 7 ROOT13ALL DEPTH I. DEPRESSED 6A&IN WfTH MULCH REFER TO PLANTING SPECl'k::ATION&. 2. CROWN OF SHRUB TO 6E PLANTED 1/2 "AElOVE FINISH GRADE. 3. ROOT6AJ..I... 4. PREPARED 6ACKFU MC>< PER 5PEC!FlcATION5. S. PLANT T ABLET5. REFER TO 5PECH"lcA TIONS. 6. UNDISTURBED 501. &CARFY &DES AND BOTTOM OF Pff. 7. FINISH GRADE. @i--~-~-J~~-~-~~_la_n_ti_n=g _________ _ NOTE• A. CONTRACTOR MAY ENCOJNTER ROCK OJTCROPPING& ON-SITE. F OCCUR&, CONTRACTOR 15 RESPONSIBLE TO PICK/ GRIND PLANTING AREA&. 1. DEPRESSED BASIN WITI-I l11 OF MULCH, 5EE &PECFICATION&. 2. CROWN OF SHRU6 TO 6E PLANTED I" AElOVE FINISHED GRADE. 3. R:OOTBAI...L. 4. PREPARED 6ACKFILL MC>< PER 5PECFICATK:>N5. S. PLANT TABLET&. REFER TO 5PECFICATK:>N5. 6. EXISTING GRADE. 7. UNDISTURBED &OIL SCARFY &DE& AND 60TTOM OF Pff. 31872 Comlno Capistrano San Juen Capimrano, CA 92675 949 681-7127 FAX 849 248-2589 1214 East Green Streat PcsmlGna. CA 91108 628 785-2008 FAX 628 7"..S-2547 PREPARED FOR: ~ m:-.':" .. MQTY ~;;.~vr OlMPANY 550 HEWPORT CENTER DRIVE HEWPORT BEACH, C.AUFORNIA $2660 TELEPHONE: (949) 720-2000 CONSULTANT: Revisions By ~ oc CD «i: ,... .,... s I LO 0) WI (\! < rn D.. = co z I-< > a: z 2 ow ..- ...I WI • LL 2 w > en -=> ...I 0 0 = 0 c3 0 a: oc ~ z -C 0 ~ :c z ~ w ~ 0 > --oc t3 ~ w CQ < a: ti: => I-a: z 0 ffi 0 ~ w ll. I-u ~ z CJ 0 -z ~ > z 0 -oc ti; 0 w > ~ s WI 2 Date 8. FINISH GRADE. ,,,..=------_____ ___:_11--i=i'LAN'T"ING1- DETAILS LS 95.19D 11111 Job No.c ED0-533 )< ~ a. ROOTl3ALL DIA. I Drawn: ~ t, Checked: l...r) ' CL f~ N 0 ~-fil E• Eo oE g o§-... .,- ~ co -:;~ -C C @1--~-~-~~-~-=~-.~_an_t_in_..,.g,_O_n_S_lo__.._p...:..e _____ _ SHEET 16 OF 16 ..J () if ti 5~ "' i 0.0 --------