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Home My WebLink AboutW_5295_SI I NEWPORT CEHTCR OCEAN l!O 7 PUBLIC WORKS DEPARTMENT BIG CANYON RESERVOIR LANDSCAPE AND SITE IMPROVEMENTS C-3599 BIG CANYON RESERVOIR ,._, 0 -EWPo -~'--.:: W1 I~ I )0 & 1/ ~ /// ---... ----/ ~----__,, \ ---!FOR "' COSTA "!: ~ MESA I , .. _, ST j ST PACIFIC OCEAN LOCATION MAP VICINITY MAP N.T.S. DIAL TOLL FREE 1-800-422-4133 AT L£AST 1WO DAYS BEFORE YOU DIG UNDERGROUHll SEJMCE Al.£RT Of SOUlllllN OOr<lRNIA APPROVED BY : APPROVED BY : GENERAL SERVICES DIRECTOR N.T.S. DATE: ,, __ P-UBLIC WORKS DIRECTOR R.C.E. 36106 DATE: ? f 11lo~ UTILITIES DIRECTOR RCE 25553 IRVINE PRO.ECT LOCATION "' , .------1:: G-1 ts ~-"----1J "' ~ t--------<:, t----------1'/i I C I GENERAL NOTES 1. ALL ON-SITE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LATEST EOffiON, ANO THE CITY OF NEWPORT BEACH "DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION. 2. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 3. CONTRACTOR TO VERIFY HORIZONTAL ANO VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CllY IF ANY DISCREPANCIES ARISE. 4. ALL BOLTS, NUTS, WASHERS AND MISCELLANEOUS HARDWARE SHALL BE TYPE 316 STAINLESS STEEL 5. CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH CllY, STATE OF CALIFORNIA AND FEDERAL ORDINANCES. 6. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES. 7. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS .AND ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WO~KING OPERATIONS. 8. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL. STATE AND LOCAL SAFETY REQUIREMENTS .. 9. EXISTING UNDERGROUND LITILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION OF LITILITIES PRIOR TO EXCAVATION. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION, SHUT-DOWNS AND START-UP WITH THE CllY OF NEWPORT BEACH. 11. WHEN REQUESTING INSPECTION, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE CllY OF NEWPORT BEACH AT (949) 844-3011 IN ADVANCE OF PERFORMING ANY SUCH WORK. SHEET INDEX SHT NO. SHT ID. 1 G-1 2 G-2 3 C-1 4 C-2 5 S-1 6 L-1 7 L-2 8 L-3 9 L-4 10 L-5 11 L-6 12 L-7 13 L-8 DESCRIPTION TITLE SHEET GENERAL NOTES, ABBREVIATIONS AND SYMBOL LEGEND RETAINING WALL PLAN AND PROFILE -SHT. 1 RETAINING WAl..l PLAN AND PROFILE -SHT. 2 STRUCTURAL NOTES AND DETAILS LANDSCAPE IRRIGATION PLAN -BIG CANYON RESERVOIR LANDSCAPE IRRIGATION PLAN -BIG CANYON RESERVOIR LANDSCAPE PLANTING PLAN -BIG CANYON RESERVOIR LANDSCAPE PLANTING PLAN -BIG CANYON RESERVOIR LANDSCAPE IRRIGATION PLAN -SAN MIGUEL DRIVE LANDSCAPE PLANTING PLAN -SAN MIGUEL DRIVE IRRIGATION DETAILS PLANTING DETAILS ABAND. A.B. ACP ASPH A.C. APWA Aw-NA AVE. BC CATV CSG CB C.P. CML&:C CML&:TW It C.N.B. CL CLR. CONC CCP C CMP CPLG. CF DWG. EA. E ELEC ELEV. EC EXIST. FH FLG. FO FOT G GA. G.B. HOPE HVY. HPG HORIZ. IN. 1.0. INV. IRR LBS. LT. lF MAX. MIN. M.J. MON M.LC.C.S.P. N N.T.S. NO. NOM. o.c. ocs O.D. PVMT. PED PL. PT. PRC PVC PCC PB R ABBREVIATIONS ABANDONED AGGREGATE BASE ASBESTOS CONCRETE PIPE ASPHALT ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION AVENUE BEGINNING OF CURVE CABLE TV CASING CATCH BASIN CATHODIC CORROSION PROTECTION CEMENT MORTAR LINED & COATED CEMENT MORTAR LINED & TAPE WRAPPED CENTERLINE CITY OF NEWPORT BEACH CLASS CLEARANCE CONCRETE CONCRETE CYLINDER PIPE CONDUIT CORRUGATED METAL PIPE COUPLING CURB FACE DRAWING EACH EAST OR ELECTRIC ELECTRIC ELEVATION END OF CURVE EXISTING FIRE HYDRANT FLANGED FIBER OPTIC FLAT ON TOP GAS GAUGE GRADE BREAK HIGH DENSITY POLYETHYLENE HEAVY H1GH PRESSURE GAS HORIZONTAL INCHES INSIDE DIAMETER INVERT ELEVATION IRRIGATION POUNDS LEFT LENGTH LINEAL FEET MAXIMUM MINIMUM MECHANICAL JOINT MONUMENT MORTAR LINED CONCRETE CYLINDER STEEL PIPE NORTH NOT TO SCALE NUMBER NOMINAL ON CENTER ORANGE COUNTY SURVEYOR OUTSIDE DIAMETER PAVEMENT PEDESTAL PLATE POINT POINT OF REVERSE CURVATURE POLYVINYL CHLORIDE (PIPE) PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE PULL BOX RADIUS EMERGENCY TELEPHONE NUMBERS AGENCY PHONE NUMBER SOUTHERN CALIFORNIA EDISON CO. (949) 835-5200 UTILITY CLERK CITY OF NEWPORT BEACH (UTILITIES) (949) 644-3011 (DAY) UTILITY CLERK (949} 644-3717 (NIGHT) UNDERGROUND SERVICE ALERT (800) 422-4133 OPERATOR SYMBOL LEGEND -------------PROPOSED PIPELINE ---- ----- ----CITY/COUNTY BOUNDARY -------------RIGHT OF WAY CENTERLINE ----S-• --• -S-• --SEWER LINE -------W--------WATER LINE -------G------ ------E ------E-- GAS LINE ELECTRIC LINE ------T --------T -TELEPHONE LINE ------TS-------TS-TRAFFIC SIGNAL -------CATV----CABLE TV LINE -------IRR----IRRIGATION LINE ___ ---SD--STORM DRAIN ------SL-------SL-STREET LIGHT LINE -------FO ------FIBER OPTIC LINE -----RW---RECLAIMED WATER LINE ---• -SFM ------SEWER FORCE MAIN -x-x--x-x-x-x-FENCE a o □ a □ □ a a □ a GUARD RAIL ---STREET LIGHT 1----------------------------------------....-----+---------------------------------------------t RP REDUCED PRESSURE BACKFLOW DEVICE POWER POLE STREET/TRAFFIC SIGN MANHOLE TREE JOB SITE SAFETY BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES ANO AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS CITY OF NEWPORT BEACH, TETRA TECH (HEREINAFTER ENGINEER), THEIR PARENT AND SUBSIDIARY COMPANIES, AGENTS, ~~~~~~i~~~L6f1'~~.?ERR~:E~~fl"~~ ~~M~ ~E~O~E Ei~EN~~R~~u~~op~~p!~E o~R w1~0~~L BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CllY OF NEWPORT BE.tiCH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY THE SOLE NEGLIGENCE OF CllY OF NEWPC)RT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF PROJECT, AS WELL AS DURING THE WORK'S PROGR~SS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY />HY INSURANCE COMPANY REGARDING COVERAGE. DISCLAIMER THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR Afl'f OTHER PURPOSE. ALSO, THESE DOCUMENTS 00 NOT REPRESENT AS-BUILT CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WIU BE AT THE SOLE RISK AND RESPONSIBILITY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, ANO EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. RCP RCSCP R.W. RWM REQ'D RT. R/W OR R.O.W. RD SCH. SWR SFM SMH SPECS. STD. STA. STL ST. LT. ST. STA. SD SDMH REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL CYLINDER PIPE RESILIENT WEDGE RECYCLED WATER METER REQUIRED RIGHT RIGHT OF WAY ROAD SCHEDULE SEWER SEWER FORCE MAIN SEWER MANHOLE SEWER OR SLOPE OR SOUTH SPECIFICATIONS STANDARD STATION STEEL STREET LIGHT STREET STATION STORM DRAIN SEWER MANHOLE SHRUBBERY ASPHALT PAVEMENT SDMH ~ STORM DRAIN MANHOLE [:: _;. -.J CONCRETE -J0t-FIRE HYDRANT WM0 METER BOX RP□ . s UTILITY BOX IRRIGATION CONTROL VALVE REDUCED PRESSURE BACKFLOW DEVICE GUY WIRE TEST BORING w w w 13LOCKWALL MON A 00RU MONUMENT x55.0 SPOT ELEVATION -·-;;.,:_~·:.',. ~.;: EXIST. CONTOURS ,,,.~ ... ~•~a•••,,, A I I V EXIST. UTILITY CROSSING (PROFILE) BLITTERFLY VALVE (PROFILE) ~-----------------------------------------------,-4--------------------------------------------------t SLPB STORM DRAIN MANHOLE STREET LIGHT PULLBOX SQUARE CORROSION TEST STATION N IZI H VALVE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR SHALL DEFEND, INDEMNIFY ANO HOLD CITY OF NEWPORT BEACH AND TETRA TECH, ITS EMPLOYEES, omCERS. AND AGENTS, HARMLESS AtlAINST />HY AND ALL CLAIMS BY AH'( PARTIES ARISING FROM, OR RELATED TO, A/If'( AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNE.YS FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAM.AGE TO, OR />HY AND ALL INJURIES WICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATIONS AS DEFINED IN GoyERMENT CODE 4216.1 (J), WHICH IS UNFORESEEN ANO DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES. BASIS OF BEARING FROM BC MON SAN JOAQUIN AND MARGUERITE {2168435.3840,66717575.7540) TAKEN AS N65"34'17"W TO A CHISELED X IN SIDEWALK (2168936.8759,6070473.4483) SURVEY CONTROL POINTS ARE AS FOLLOWS: HV3 -PK NAIL (2170545.1653, 6072372.1639) HV4 -MONUMENT IN WELL (2169298.2236, 6071972.2077) SQ. ss T TV THK. TBA TC TS TSPB TYP. VERT. WM w ws WY W.W.M. STAINLESS STEEL TANGENT OR TELEPHONE OR THICKNESS TELEVISION THICK TO BE ABANDONED TOP OF CURB TRAFFIC SIGNAL TRAFFIC SIGNAL PULL BOX TYPICAL VERTICAL WATER METER WATER OR WIDTH OR WEST WATER SERVICE WATER VALVE WELDED WIRE MESH AIR AND VACUUM RELEASE VALVE BLOW OFF THRUST BLOCK SECTION CALLOUT @--DETAIL NUMBER ~SHEET NUMBER @ PROPOSED PIPELINE CURVE ANGLE ANGLE POINT (PLAN VIEW) GATE VALVE (PROFILE) EXISTING VALVE I C " 1--------1" ·' □ 1--------1" I L 0 1-------1" ,r I C-3599 ------------------------...--...-.L...-------------,,---..,.,.,,=.,,,,..---'-----~-------------'-------1" APPROVED Ir PLANS PREPARED BY ~ BIG CANYON RESERVOIR ~2:~~ ~::;~: !u~~~ 1---+--+--------------+----t -·Pu~Tji~;!""IE~j_:)1,,!..f,jCTseE~ER~"""--1--------------------t~- lrv,ne, caI;1am,a 92618 R. E. O. 46214 GENERAL NOTES, ABBREVIATIONS 4 (949) 727-7099 1---+--+--------------+----t ~ (949) 727-7097 FAX DACE ,_"' ·ct!t AND SYMBOL LEGEND :::: l--l---l--------------+----+::;,:;,;;;;;~;;;;;:;~=~:;;;;...--1------------"T'"-------l;;--;/ I/' Llr "J, r DATE BY DESCRIPTION APP'o DESIGNED sE DRAWN RJw CITY OF NEWPORT BEACH w-s29s-s § ;:;STd;;.1".~r.-;.V°=-'!,TEc;:D~ES::;C:;c:O----;c;R:::cCEc--;c39:c;:2c;c61~LL-'--';,D~AT~E REVISIONS CHECKED SOT D~iJNE 2003 PUBLIC WORKS DEPARTMENT SHEET 2 OF 13 :; /- .. \ ' .~; i , . . I i • ' I I ; t I ' i ' 250 ··· L ~ I ' ' ---- 0 ::r: ~ z p ,-"' I . 10+00 g 0 0 + 0 -' ,. ' I ' I 10+50 . ·. REPLACE EXIST. CHAIN LINK FENCE WITH NEW CHAIN LINK FENCE PER CllY OF NEWPORT BEACH STD DWG 230-L-A -·-··· cffJ • . . . 11 X )(--,--;.. I )( - CONNECT V-DITCH TO TOP OF CONCRETE CHANNEL CONSTRV.CTION NOTE$ CD REMOVE & DEMOLISH EXISTING CHAIN LINK FENCE AND GATE. ® INSTALL NEW CHAIN LINK GATE, 2 PANELS, 8 FEET WIDE EACH WITH LOCK PER CITY OF NEWPORT BEACH STD DWG 230-L-B. 8 8 8 + id -"' -... 11+50 12+00 GRAVE PAVEi ACCES p ROAD I . . . --------· 15' 12+50 PROFILE . r CONSTRUCT I @ I /' --. --le • ""'-· \ CONSTRUCT 3' W,DE CONCRETE V-DITCH PER DETAIL EB 13+00 13 I g a ::!. 8 g 8 + I() "1 <O -"' 13+50 14+00 14 . '-+ - . --- I ~ 0 ::!. 8 g 0 + C! .... [;; -N 14+50 _, / •• BLOCK WALL. SEE DETAIL 0 1----t./ '::9 1 '-a" , • -6" I-..--.-,-.,--, --- - - -.. ..,_ ____ -",,,, ', ,,/ L_ ___ _r 3' WIDE V-DITCH CB l'i.T S. 1 '-6" ' I . ! l I. I .L I "' • I C-1 f---... ·---.... - CLEAR AND GRUB, COMPACT TO 90 (2) INSTALL REPAIR FOR ABANDONED DRIVEWAY .-----------.----------------,----i----,,--------------,--~~vi'.'i',------,-----=--=~=-:-:-______ .._ ____ ---1,: PERCENT, PLACE VISQUEEN WEED BARRIER, PER CONB STD-165-L PLACE 4" DECOMPOSED GRANITE (DG) : PLAN OVER 90 ll: COMPACTED SUBGRADE -~ <.i ---0/'i'.h;, , . , PLACE 2•x4• REDWOOD HEADER AT ,;f .,s"' r/ /Jor~<":A'f6\l.~-16241 l.a9,rna Canyon Raad, Swte 200 ~--.. 1----------------+---i ; ,·:~!'.:' 1---------R-E_I_AI_N_IN_G_W_A_LL _______ --l~ /;; ~,1 ;W ~ Irvine, Colifom10 92618 , PAVEMENT EDGE PER DETAIL 1 ON DWG 0 '-"(/ o ,.., (949) 727 ·7099 PLAN & PROFILE ::•, C-2 ;;'. /, No. Cl J 61 '.:ti (949) 727-7097 FAX I ----l----f.-----------------j--j--f~DA~l7,C~~,!;;;-;;;'l-:;;•TO~'\~;;;:;-==~t---------------------:-:--::-:-:--T--::::--;-:::~-;--70 INSTALL NEW BLOCK WALL PER DETAIL 1 '6\ INSTALL COMMERCIAL DRIVEWAY APPROACH ~*w· P-12 31-05 .: J ,.,.--/·'/' ~ O['.:IGNED DIIA'IIN / SHEET s1. ALL FENCING AND BLOCK WALL V:.,/ PER CONB STD-160-L, INCLUDING 4• OF ' "'' , # DATE BY oEscR1PT10N APP'o ~Ee RJW CIT. y OF NEWPOHT BEACH 1---w_-_s_z_g~---_s_· ---t?,, SHALL BE CONSTRUCTED WITH 3 STRANDS -1,,.r--.. CI I\. ;1,-'> pJ ·-,Jv-------6/30/03 ~ ~ , OF ANGLED BARBED WIRE. CAB. ~p ~,DESCO RCE 39261 DATE REVISIONS CH[CKED uj~r,E 200~1 PU3LIC WORKS !J,:PARTMENT SHEET 3 OF 13 . L__ ___________________________ _L__::::=::..___L~~~~_____::=-.1.._ __ ____:,::.:.:::.::::.:.: ___ L______J_~~--,-------'--------' ' ' ' i i I ' ' ' ' ' ' ' t • I : i I t j Jj 6 IN I : : I i I i ' I : !G§Df) ! : I i I i ' I ! i ! ' l . i ! i l ! ,..---'-, '1 / I i ' I I , 27 5 ~• , , ' I ' ~-,----,---' ' ' ! I : i ! 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L· .. __ ·-.;-.. _-.J.... •• ..1.~l • _, : : -· --~ =' -i•-•~'-_:-':_ .. =_:_·_ ..... ~~ .. -... ~ .. -·~· _ ..... _._·_· .. ~ 1 _• .. ~:·_: .. ~·-·· :=:-_: ·-·--_,· _ .... -1 .. •--~· ..• ·-~ .. ~=_ .. _ .. :L,_•~i _..ii_··~ ·-·~,I_··~· _..ii_._·_! ~I~\_ .. ~·'-·.·_--~-' _..l_;'-: ~f _:_1_· -~I ~_ .. _!_·~1 _··..L--'1--' ~·--1 -- _ ____j____ __ ~~~-•-•-~~~~~--~~~ --~---'--------~ - ~ - 14+50 TURF 2 IN X 4 IN , ---8 FT I.IIN, ' u' -RADIUS - GROUND COi/ER , + SEE STAKE DETAIL , SEE SPLICE DETAIL PLAN OF HEADER • 16d GALVANIZED NAILS 6d GALVANIZED NAILS (12/SPUCE) 1 IN X 4 IN X 24 IN SPLICE BLOCK 2 IN X 4 IN X 18 IN LONG SPUCE DETAIL 1 IN ON PAVED SIDE SLOPE TOP OF STAKE -1.5 IN ON GROUND . -_, ..... -· .. J COi/ER SIDE ! :.. • .,x_'r-1 • ' ' l • , I , 1' 1. ,_::: L .... : ...... STAKE DETAIL 15+00 1 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 ~ C;J~ BACK OF WALK ' I A ' I',/ .' i J 1/,,; / I / _./ '-s, ./ A "--CONSTRUCT B'-OCK MASONRY WAl.l. PER WALL PROFILE \ STA.. 16+00 .. 00 V-DITCH INV. 271.3 STA, 16+62,00 END V-DITCH INV. 271.6 DETAIL@ STA. 16+64 .. 00 END WALL BEGIN NEW FENCE \ I \ L\ ---:--REPLACE CHAINLINK FENCE WITH NEW _ .... --\ CHAIN LINK FENCE PER CITY OF __ __.--I NEWPORT BEACH STD DWG 230-L-A \ I ........ I \ STA, 17+42 .. 00 END NEW FENCE Tl E INTO EX !STING -----------~- t •. l. 'b N II I i - . . w z ..J 0 v,G: -wO !.c -°' ;>; ~ a.. ~ > °' w w a. : l__l)IST~NCE _I/ARIES I PER PLAN ~~ NOTES: ' ., \. STA.. 15+00.00 V-DITCH INV. 270,0 CONSTRUCTION NOTES G) REMOVE & DEMOLISH EXISTING CHAIN LINK FENCE AND GATE.. PLANTER WALL/FENCE SECTION A-A (TYPICAL) STA. 17 + 75 -19+20 1. HEADERS AND STAKES SHALL BE REDWOOD OR DOUGLAS FIR, TREATED PER STANDARD SPECIFICATIONS RECOMMENDED PRACTICE.. 2. USE TWO LAMINATED 1 IN X 4 IN BOARDS FOR CURVED HEADER BOARDS .. 3. USE GALVANIZED NAILS .. REDWOOD HEADER II I CB ----' 0111 '",, '• ', STA 14+83.14 = STA, 17+75 .. 00 BEGIN PLANTER WALL '-CONSTRUCT 3' WIDE CON¢Rffi V-DITCH PER DETAIL~ ~ INSTALL NEW CHAIN LINK GATE, 2 PANELS, 8 FEET WIDE EACH WITH LOCK PER CITY OF NEWPORT BEACH STD DWG 230-L-B, INSTALL NEW BLOCK WALL PER DETAIL 1, SHEET S-1 , ALL FENCING AND BLOCK WALL SHALL BE CONSTRUCTED WITH J STRANDS Of BARBED WIRE.. PLAN I NT.S. 0 0 ~---1 f C-2 O• ,----~---it ' ' >--------<" u I C-3599 I sc .---------..-----------------,.--,--...... --------------,--.,..,,==~-------,---------------...,_------t~ APl--'ROVI._D ) , , PLANS PREPARED BY: TETRA TECH, INC .. 16241 Laguna Canyon Rood, Suite 200 lr111ne, Col,forn10 92618 (!:l49) 727-7099 "'--"' (94!'lrn:')-7097 FAX ,,f / /; 4 ½~ 6/30/03 sr{vEN D rtsco RC[ 39261.... DATE l---+--+----------... ~--. .:.1J/),ttN(~,~2~ .. Er~:-~ .. ,__ ___ s_1G-:-:-N-~-:-:-G-R-:-:-:-:-v_o_1_R __ __,~ [;\ I .. "l.·"l.ce!l.._ -Pl.AN & PROFILE t: l----+----+---------------+---+===-....,.==---1-----------------r--------i-;- " ,l(;'J[ ll SES Dl<AWN RJW CITY OF NEWPORT BEACH w-5295-s ;~ ,__ _ _._ _ __. _____ R_E_VI_S_IO_N_s_· -------'---+,~:,~ll~c,~«~D---t D:jlJNE 200.l PU3LIC WORl<C: DEPARTMENT t-SH_E_ET_4 __ 0_F_1_3--t! DATE BY DESCRIPTION APP'D .-------------------------------------~-------------------------------------,-------------------------------------,-------------------------·· .. -----------, SITE WALL DIMENSIONS AND REINFORCING SECTION STATION H (MAX) Hr (MAX) Hk w W1 W2 W3 Wk T L "A" BARS "B" BARS "C" BARS "D" BARS "E" BARS 1 i','...,/JU Lv\h UL l.J W1f,'I i-l f• • 111 uf llh'lh)P f I, l l I .. !I ,! jl ~: I.! I1f'li ,\[ : .. 1 ft !j• l ,\ld.1 f_)LNJ!l I., ,. "' \ ,', I I I I I I ·I I I ' l ;,, : • t j I t· i l { t ' ,f. l1",J1r,•. 1 -!I llf,·t.~. 1 JI i : , 1 1 1 1 i• t q I , Ill 1/~ I 1 /...1;./J !.I t1,~IJ,! 1 .,. ,-.r Jl ll .-.1. f 1 ,. t • 11/.-H',\, Ill· [11 ,·,·:. t,·[.t,'sli·d Li! r1 1!1 • . I I 1 r--> -t ..:CJ I u 1 tit-➔➔ .. M I u " I' u" H'_, v~ 11, .. l f, .. ll-1-:;u T(.J l ld ~0 ( " - J j' -··U" /j l - U "', .. " •j, • 4 lbt•J•t T,.-) 1 l, + t,4 " 1J .. • " ""!' .. 1 -u Ir, ',-#4 TC;P J-#·l [(JP 3-#·l TOP Al,l1 fJ11[1(JM A//[J 8 Ji l(1M AIJD 81:1TT1)M f .. , 1, 1-· w_· I I ! ! • , . • • • - • ! i .. I I I I ', ' 1 ~t i I ' ' . , ti UR . - l_.(JAf P(H~ f:(JH':, (Jf· l[tK [ NW PLAIHER WALLS THAT ARE tJlLUW (;f-'.AOL w / lJITUMII J UOU:, WAfLkPl./(<1FIIJG ! 1 "D" BAR "[ .. bAI< . -#', COiJI I l·J /· [-1 ' l•'I A• I C, ll•W l<FTF I IJl•l V [Jlll,H UN 1,h:AIJIJLAR FILL .L f-- •. UMf'A1_ ll.D [(j 'JS~; 1-:l Lllilvf [JFN',IT, ' \ 4 Mill \ \ I CMU FENCE WALL DETAIL CB Q_ (Y w 0 I "' f--w < ('.) lj C, u f-- f.J L...J CJ i== ' -c· W I a_ .-,: t 90' BEND -----,_- H d ~ D=8d FOR #9 AND LARGER d=6d FOR SMALLER BARS ___ 1 . LIIP PER .. ~ ...__., 6 1 I LAP AND OFFSET 180' HOOK / STIRRUP OR TIE TYPICAL BAR BEND$ SCALE. N.T.S. :r: ' I. PLANTER WALL DIMENSION AND REINFORCING SECTION STATION H (MAX) Hr (MAX) Pl P2 P3 --------1-----------+---------------- 18+95 TO 18+45 TO 17+50 TO 19+45 18+95 18+45 -- 4'-0" 2· -0" --------------------·------+---------I Hk 16" 16" J-------·-+------+--_____ ___, _____ __, w W1 W2 Wk T "A" BARS "8" BARS ----f--.---- 1 '-0" 14" ' -- --·-----+ 1 '-0" -----·-----___ __, 8" 8" 9" 14" 14" --------------------- ,--------t------- "C" BARS 3-,#4 TOP 3-#4 TOP 2-#4 TOP ANO BOllOM AND BOTTOM AND BOTTOM -' -· . --~---~ ------+-------1 "D" BARS #5 @ 24" #5 @ 24" / __ 2 1 /2" WIDE X 1 // DEEP CONT kEY ;· 1-1 / 11 I • 11 EJAR BAR I 1 1..,..,.......,,...,..,., I 11 'I I I '.. · 11 -·· I: -, -rr---____ .. I--- -.. "[J" BAR >-, FOi< IT[M'j SHOWN BUT NOT NOTED-SEE(1 ) ,_/ PLANTER WALL DETAIL SCALE 3/ 4" -1 '-0" I Wk -1 ._ -tt~---/ , I -----#5 CONT. Wl w CB REINFORCING LAP SPLICE SCHEDULE BAR f'c=2500 f'c=3250 f'c-:-_'+000_ f'c=5000 L (inches) L (inches) L (inches) L (inches) J---t+---------- 3 4 5 6 7 8 24 32 39 47 69 78 21 19 17 -·------+------+----7 28 25 23 -------,J----------1--------j 35 ., 1 78 42 37 34 60 54 49 69 62 56 k u ,,;-11 o ;; @n n 11 u un u n@ n u « o ,w nu 222& :723 NOTES: 1. LAPS SHOWN IN THIS TABLE ARl CLAS'.i B, CAlcGCf-:Y j TYPl SPLIClS. LAP LENGTH IS BASE.I) UPON SMALLER OF TWO BARS BEING SPLICED WHEN NOT THE SAME SIZE 2. INCREASE LAP LENGTHS BY A FACTOR OF 1.3 FOR HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THIS REINFORCEMENT -REINFORCING LAP SPLICE SCHEDULE r3, ' \ SCALE. N.T S. MATCH SIZE & w/ CONT TOP REINFORCING ! ,-=-"' i . SP/ICING ---~ FOOTlt,G -...., 40 BAR DIA '\ \ \ \ STEPPED FOOT! NG SCALE: N.T.S. CONC. l:JLOCK WALL--,\ \ I TYP VERT. REINF CONTINUE 50% OF HORIZ REINFORCEMENT THRU CONTROL JOINT MATCH SIZE & SPACING - w/ CONT BTM \ FOOTING REINFORCING ) CLR FTG. STEP x2 ' NOTE: SEE CIVIL DWGS. PLAN FOR LOCATIDrl OF FOOTING STEPS (9 SPACE JOINTS AT APPROXll~ATELY EQUAL lfJT[RVALS ALONG LENGTH OF WALL. MAXIMUM JOINT SPACING IS 2 1 /2 TIMES THE HEIGHT Of-THE WAL .. (H) ..----1/4" DEEP GROOVE AT WALL T0P / AND SIDES FILLED w/ PAINTABLE / MASTIC SEALANT-COLOR TO MATCH J MORTAR ·,,,'·~ -,, ----INTERRUPT 50% OF HORIZ. REINFORCEMENT AT COfJTROL JOINT-DO NOT INTERRUPT STEEL AT TOP OF WALL EXPANSION JOINT IN CONC. BLOCK WALL '6 "', I GENERAL STRUCTURAL NOTES THESE NOTES SHALL APPLY UNLES'.i SHOWN/INDICATE[' IJTHEkWI .: U, cWHERE IN TH[- STRUCTURAL DRAWINGS. GENERAL 1 ALL MATERIAL AND CONSTRUCT IOI, SHALL CONFOPV TO THf 1997 lDITION OF THE UN I FORM BU I LO I r,G CODE AND THE 2000 ED IT I 01, Or I HE ST ANDAPD SPECIFICATIONS • FOR PUBLIC WORl,S CONSTRUCT I ON. 2. CONTRACTOR SHALL VERIFY ALL E~ISl ING CONOI IONS A~IU UIMEl'L,IONS BEFOI\E STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTR/IJ!'1 TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED II·, WRITING BEFOl<L PROCEEDING WITH WORK. 3. IT SHALL BE THE RES PONS I BIL I I Y OF THE CONTRACTOR TU ENSUF,E THAT WALLS ARE ADEQUATELY BRACED AND SHORED DURING CONSTRUCTION. 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE F INISHFD STRUCTURE. THEY DO NOT INDICATE THE METHO[J OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS 10 THE SITE flY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPEC"ION OF SUCH ITEMS. 5. DIMENSIONS SHALL TAKE PRECEDENCE. 0\/[f.: SCALlS 'iHOWN ON DRAWINGS, 6. ALL WORK SHAU_ CONFORl,1 TO THE PLANS At!D SPECIF I CAT I or,s I I, ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 7. ALLOWABLE SOIL D[SIGI') VALUES AS PER TABLE '8-1 A or· THE l,BC FOR !JATERIAL C:LA~IS 5. RlFER TO DESIGN CRITERIA ON THIS SHEET FOR VALUES USED IN DESIGN. 8. CDNTRACTOR SHALL VERIFY LOCATION OF ALL SI I!: UI ILi r llS f'RIUR TO '.olARflNG WURi<. BOTH ABOVE GROUND AN[; BFLOW GROUND, WHICH MA'r liE IMPACTED 8, THE WORK SH(1WN ON THESE DRAWINGS ANY CONFLICTS SHALL fl[ BROUGHT TO THE ATTENTION OF THt ENGINEER . REINFORCING NOTES 1 . RE I NFORCEMENT FOR corKRETE AND MASONRY SI-ALL BE D[FORM[D GARS CONFOl':M I NG TO A.S.T.M. SPECl1ICATION A615 (A706/A706M FOR WELDED REINFORCING) GRADE 60 <;T[[L SHALL BE USED EXCEPT THAT #3 □ARS AND SMAcLER MAY BE GRADE 40 STEEL. 2. WIRE MESH SHALL COI-.JFORM TO A.S.T.M. A185. LAPP" WHFRE SPI ICtD. J. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCI-IORAG[S PLACED IN MASONRY AND CONCRETE SHALL BE ACCURATELY PLACED AND POSITIVELY SECURED AND SUPPORTED BY CONCRETE BLOCKS. METAL CHAIRS, SPACERS, OR METAL HANLll<S, ANO SHALL BE IN POSITION BEFORE CONCRETE PLACING OR GROUTING IS BEGUN. DETAILING AND PLACING OF BARS SHAI_ L CONFORM TO THE A. C. I . MANU/,L OF STANDARD PRACTICES. 4. BARS SPECIFIED AS "CONTINUOUS" SHALL EXTENO THE FULL LENGIH OF THE MEMBER CONTAINING THEM AND MAY BE SPLICED (UNLESS NOTED OR SHOWN WITHOUT SPLICES ON THE PLANS) BY IAPPING BARS 50 BAR OIA,METEl'<S (BUT NOT LESS THAN 24") IN MASONRY. IN CONCRETE. PROVIDE LAPS PER DETAIL 3 0~ THIS SHEET. STAGGER ALL SPLICES. 5. DDWELS SHALL BE PROVIDED AT ALL POUR JOINI'; AND SHALL l:JE THl SAME SIZE AND SPACING AS RE I NFORC I NG DI REC TL Y BEYOND POUR J1) I NTS. MIN I MUM LAP SHALL BE 50 BAR DIAMETERS. 6. WELDING OF REINFORCING STEEL, METAL INSERTS AND CONNECTIONS IN REINFORCED CDNCRETE OR MASONRY CONSTRUCT I ON SHALL CON,-ORM TO LI. l:J. C. STANLJARD 1 9-1 . USE LOW HYDROGEN E-70 SERIES ELECTRODES FOR WELDIN<o Of REINFORCING BARS. COt,T I NUOUS INSPECT I or, Is REQUIRED OF ALL FI ELD WELD I NG Ir, ACCORDANCE w I TH U.B.C. SECTION 1701. CONCRETE NOTES 1. All CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3250 PSI AT 28 DAYS. SPECIAL INSPECT ION NOT REQUIRED (DESIGN COMPRESSIVE S1PENGIH IS 2'.JOO PSI). AGGREGATES SHALL CONFORM TO A.S.T.M C33. 2. CEMENT FOR CONCRETE SHALL BE TYPE V PORTLAND C[MENT CONFORMING TO A.S.T.M. C150. TYPES I OR I I CEMENT MAY BE USED IF SOIL SULFATE LEVELS AS DETERMINED BY A GEOTECHNICAL ENGINEER ARE SUFFICIENTLY LOW. 3. CONCRETE COVER FOR REINFORCING BARS SHALL R0 • CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3" EXPOSED TO EARTH OR WEATHtR: NO. b lHRUUGH NU. le bAkS = 2" NO. 5 BARS, W31 OR D31 WIRE, AND SMALLER= 1 1/2" N01 EXPOSED TO WEATHER OR IN COI-JTACT WI TH Tl-I[ Gl,OUI-JD: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BARS - 1 1/2" NO. 11 BARS AND SM/1.LLER = 3/4" BEAMS, COLUMNS: PR I MARY RE I NFORCEMEI-JT, TI ES. Sf I RRUPS. SPIRALS = 1 1 /2" 4. NO PIPES OR DUCTS SHALL BE PLACED IN STRLCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES THROUGH WALLS AND FLOORS . 5. THE LOCATION or ALL CONSTRUCTIOfl JOINTS ,.OT SPECIFICALLY NOTED OR SHOWN SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. MASONRY NOTES 1. CONCRETE MASONRY UNITS (CMU) SHALL BE HOLcOW CELLULAR CONCRETE BLOCl<S AND SHALL BE MEDIUM-WEICHT UNITS CONFORMING TO A.S.T.M. C90 GRADE N-1. SOLID GROUT ALL CELLS ( I 'rn = 1500 PS I). MASONRY UN I TS SHALL BE EITHER SINGLE OR DOUB!_E OPU, END BLOCKS AND SHALL INTERLOCK AT ALL WALc CORNERS ANO INTERSECTIONS. BLOCKS SHALL BE TAN WITH SPLIT-FACE TEXTURE TO MATCH EXISTING CONCRETE BLOCK WALL LOCATED AT THE RF SERVO IR ENTRANCE OGI PAC I c IC DR I Vf . 2. CEMENT FOR MASONRY SIIALL BE SAME AS THAT cc,~ COi'-K--·ITE. 3. SAND SHALL CONrOkM ro A.S.T,M. C144. ' . " c, 4-. MORTAR MIX SHALL BE l PART CEMEfJT, 3.75 P!,RTS 'c,AH:, ,\1-.JrJ O 25 HYDRATED LIME (BY ;·, VOLUME) . 5. GROUT MIX SHALL BE 1 PART CEMENT. GRAVEi (BY VOLUME) AND SHALL HAVE OF 2000 PSI AT 28 DAYS. 3 PARTS ':AND. ;,1-11 • '. PARTS PEA A MINIMUM ULTIMAIE srRENGTH 6. MElAL BAR POSITION[RS SHALL BE USED TO ENSlRE THE CORRECT PLACEMEN1 Of IHE VERTICAL WALL REINFORCING. J---------1, " J---------t ' , -J C-3599 ,------....----------.--~--,-.-..:::::::::::__.,L_ __ -,-----.=,,.,,..,,...-------.---------L__::_..::.::.~ :• SCAL[. N T. S. PLANS PREPARED BY ~;,~~ 2::n~!:!· L~~~ lrv,ne, California 92618 (949) 727-7099 (949) 727-7097 FAX 1----+---+---------------+-----IAl'Pl<OVlD L 1----+-----+---------------+----,~NGINflf< I~ C.~-i 16214 BIG CANYON RESERVOIR CMU FENCE WALL DETAILS " " ' " 1 "I. Ill IV-.IL" •"\,.-0_-,_ ,ro 1-----;----1---------------i--+C ... F ... '.-",I ... G~-JF_Cl...;_...,;._D ... RA ... W ... N== ...... +---------------,---------I~~ DATE BY DESCRIPTION APP'D VMR MTP CITY OF NEWPORT BEACH W-5295-5 o 1--..1--.....1------------------t·;;;'.~l~ECKf[J ___ -• --DATE 1--------t'." REVISIONS DEW JUNE 2003 PU8UC WCRI· -l'AFTMFNT SHEE1 5 Of 13 1/ I i ' ' I I I I VJ I o-; a f\; /\,(j <.r) I J ~(:) .3.30 I ' I RES = = n n X = CEMETARY 0 == 0 20' WIDE LIMIT OF WORK ZONE -en -- -- 112" I n X "' .:. .... 1H J: "' w w "' ' ~ ..J i'i .... ! IRRIGATION NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODt:S. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES IS ONLY FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING. AND ARCHITECTUREAL OR UTILITY ELEMENTS. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OR MAY BE REQURED TO MOVE THEM AT THE CONTRACTOR'S OWN COST . 3. ALL HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 4. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROAD- 5. 6. WAYS, AND/OR BUILDINGS AS Ml:CH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO F!T THE EXISTING SITE CONDITIONS AND TO THROT- TLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN. THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILFULLY 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 EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. !N THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL CHANGES NECESSARY TO BRING THE SYSTEM BACK TO A CONDITION ACCEPTABLE TO THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIM- SELF WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, RETAINING WALLS. ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAY PAVING, ETC. 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE. -------------------8. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. --L r---=--- -~TS OF WORK 1-112' ----._ ---.. I :.... I ---- / •. •, • 41 • I ..J:.. I ~ ---- 9. 120 V.A.C. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCA- TION BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRAC- TOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. I _-' £ I -=-=-=-=-=-=-=-======----INSTi'.tl::--ALL EQUIPMENT/, ;-----J SEE NOTES ,----~ 10. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 11. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF Al 20.0 TEMPORARY CONTROLLER 'A' -ONE (1) STATION, VAULT #1 LOCATE CONTRO~R IN THIS AAEA VERIFY FINAL LOCATION WITH CITY INSPECrDR PRIOR TO INST,-uATION. VALVES SHAU. NOT BE LOCATED ~ORE THAN EIGHTY FEEt (HO') FROM CONTROLlER. INSTAU.. BATTERY OPERA.TED RAINBIRD TBOS SYSTEM CONSISTING OF A BURIED CONTROL ~ODULE TO BE LOCATED WITHIN A CHRISlY CONCRETE VAULT SURROUNDED BY A CONCRffi COLLAR PER DETAJL INSTALL PER t.iANWFACTURER"S SPECltlCATIONS. ONCE POWER HAS BEEN SUPPLIED TO THIS AREA, THE 1 20 VAC POWER SHALL BE PROVIDED TO A PROPOSED CONTROL.1..ER LOCA- TION BY OTHERS. FALLOW AREA TEMPORARY CONTROLLER 'B' -ONE (1) STATION, VAULT #2 LOCATE CONTROLLER IN THIS AREA. VERIFY FINAL LOCATION WITH CITY INSPECTOR PRIOR TO INSTAU.ATION. VALVES SH,l.Ll NOT BE LOCATED ~ORE THAN EIGHTY FEET (80') FRO~ CONTROLLER. INSTALL BATTERY OPERATED RAINBIRD TBOS SYSTEM CONSISTING OF A. BURIED CONTROL MODULE TO BE LOC ... TED WITHIN A CHRISTY CONCRETE VAULT SURROUNDED BY A CONCRETE COLLAJR PER DETAIL. INSTALL PER MANUFACTURER'S SPECIFICA.TIONS. ONCE POWER HAS BEEN SUPPLIED TO THIS AJREA, THE 120 VAC POWER SHALL BE PROVIDED TO A PROPOSED CONTROLLER LOCA-TION BY OTHERS. PRESSURE LOSS CHART VALVE A1 GPM:20.0 1• i"IA"TER METER I" BAU~fLOl"l Pl<EVENTI:R 520 LF OF 1-1/2" MAIN LINE z; 1.F OF 1-1/4' LATE"-"!. LIN!= FITTINe5 (20l10 MAINLINE L055/ 11 REMOTE CONTROL VALVE 5PR.INK1..f:R OPERATIN6 PRE:55URE, /Tl TOTAL 5Y5TEH L055E5; 5UMMARY I - I" / 3 --------~-:::!____ I/ I I I ----- NOTE: BORE UNDER EXISTING CONCRETE DRAINAGE------ STRU@ APPROXIMATELY THIS AREA. L-5 -. --~ '·Jr.,• --~~ ---(8') ::---~ ----- CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRES- SURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION TO THE OWNER'S SATISFACTION. 12. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTAB- LISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT IF SO ORDERED BY THE OWNER. 13. INSTALL VALVES A MAXIMUM DISTANCE OF 80' FROM CONTROLLER MODULE. 14. GROUPINGS OF EQUIPMENT DENOTED ON PLAN SHALL BE INSTALLED WITHIN A CHRISTY R-8 PIT VAULT WITH THE DIMENSION OF 21-1/2' X 31-1/4". THE VAULT SHALL HAVE A HINGED METAL COVER. INSTALL EQUIPMENT IN A NEAT MANNER TO THE SATISFACTION OF THE CITY INSPECTOR. VAULTS SHALL CONTAIN POINT OF CONNECTION -WATER: CONNECT TO EXISTING B" ~INLINE IN 1HIS AREA VERIFY LOCATION AND PRESSURE PRIOR TO INSTALLJ\TION. PRESSURE DERIVED FROt-1 CITY OF NEWPORT BEACH. ENOUGH KNOCK-OUTS TO PROVIDE FOR A SINGLE PIPE THROUGH EACH KNOCK-OUT. CHRISTY CONCRETE PRODUCTS OR EQUIVALENT, (800) 486-7070, FREMONT, CA. PEAK WATER OE~ND: AVAILABLE PRESSURE: REQUIRED MINIMUM PRESSURE: PSI ATPOC: 80.0 2.2 PSI qn PSI 4.2 PSI .b PSI ID PSI 1.2 PSI 20.0 PSI 20.0 GPM B0.0 PSI 57.4 PSI IRRIGATION SYMBOL LEGEND: ,,,--DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~-v' 21 . .-DENOTES MAXIMUM GALLONS PER MINUTE (GPM) FLOW THROUGH VALVE --<,--'-'-;;....,-'-'-' ~-DENOTES VALVE SIZE IRRIGATION LEGEND· SYMBOL PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL !I RAJNBIRD 1H04 t.lULTI-PORT SPRAY NOZZLES (2 PER TREE) HALF 4' .25 20 HALF B/SHT, 15 SYMBOL PRODUCT MODEL DESCRIPTION DETAIL [0 --WATER METER PROVIDED BY OWNER, INSTALLED BY LANDSCAPE CONTRACTOR -1. - VERIFY SIZE PRIOR TO INSTALLATION. INSTALL PER CITY OF NEWPORT BEACH STANDARD STD-503-L. ~&&. RAJNBIRD TBOS CONTRACTOR SHALL INSTALL A TEMPORARY 4 STATION RAINBIRD TBOS BURIABLE 11/SHT. 13 CONTROLLER IN A CHRISlY CONG. VAULT. INSTALL PER MANUFACTURER'S SPECIFICATIONS, ONCE POWER HAS BEEN SUPPLIED TO THE AJREA. CITY FORCES SHALL REPLACE 1HE TBOS SYSTEM WITH A PEDESTAL.. l.lOUNTED RAIN MASTER AME SENTAR CONTROLLER THAT SHALL BE INSTALLED PER CITY OF NEWPORT BEACH STANDARDS. # STATIONS PER PLAN. 1%1 FEBCO 860 BACKFLOW PREVENTER - 1 ". INSTALL PER CllY OF NEWPORT BEACH STANDAJRD STD. 520-L STD-520-L, BACKFLOW SHALL BE INSTALLED ON A CONCRffi PAD EXTENDING PAS1 1HE EQUIPMENT A MINIMUM OF 24" IN EACH DIRECTION. ..... MATCO 754 SERIES FULL PORT BALL VALVE -SIZE PER PIPE 5/SH1. 13 • GRISWOLD OW SERIES BRASS REMOTE CONTROL VALVE -SIZE PER PLAN. VERIFY ADAPTER FOR RAINBIRD TBOS 12/SHT. 13 POTTED LATCHING SOLENOID THAT SHALL BE REQUIRED ON THE VALVES. 2·· ---BURIED PRESSURE MAINLINE PIPING -CLASS 315 FOR PIPE 1-1/2" AND LARGER AND 3/SHT. 13 SCHEDULE 40 FOR 1-1/4" AND SMALlffi -SIZE PER PLAN 1/.2" BURIED NON-PRESSURE LATERAL LINE PIPING -PVC SCHEDULE 40 -SIZE PER PLAN. 3/SHT 13 2/SHT. 13 L-1 "' D D N ' "1 D ' r-. D ~ ~ D 44.2 PSI -~ *2 "_ ~ PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER PAVING -PVC SCHEDULE 40 SIZE NOTED ON PLAN, IF ND SIZE NOTED, USE TWICE THE DIAMETER OF THE INTERIOR ~---'-----IN PIPE, IRRIGATION CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENE-0 O'. AVAILABI.£ 5TATICC Pf<E5!>JRE AT FOG, 00.0 P51 ,. --4--- TRATIONS WHERE NECESS..RY. "1 0 N .._ ____ __,a -,;; 0 @ OE516N f'RES6IJRE (15511 5TATIC); bO.O PSI RE6'1JIRED SYSTEM MINIMUM Pl<ESSIJRE, ( Q)) 44.2 PSI 15.e.i PSI CONTROL WIRE SLEEVE INSTALLED UNDER PAVING BY IRRIGATION CONTRACTOR. 2/SHT. 13 -----PVC SCHEDULE 40 -Sl~E AS DENOTED ON PLAN. t----------------------------------------------------------------------------------------------------------_.,.,_,,....,, _______________ .,:~..;'8;:;~~0::_l;_HJ~-=-~c:-:3-0::.:3=7==~~. "' @) RffilDUAL F'RES5URE, ( @ -Q) ) Total Concept Landscape Architecture, Inc. BIG CANYON RESERVOIR Ait'iACl A, -- / r __) I I I I I I ~l 320-✓11 /~-------- 320 -- 1/2" • /◄' 4' :1/4" -----3/4" 1/2' -------,. ---.------ CEMETARY ------,. --- FENCE LCCATIO -------:_~ .... -- -I' ---,-- ----~----___ -::::, ~ __j__ vJ =:) 0::: m e,.5 TEt.lPORARY CONTROLLER 'C -TWO (2) STATIONS, VAULT #3. LOC,,..TE CONTROLLER IN THIS AREA VERlfY flNAL LOCATION WITH CITY INSPECTOR PRIOR TO INSTALLATION. VALVES SHALL NOT BE LOCATED l,IORE THAN EIGHlY FEET (80') FR0/,1 CONTROLLER. INSTAU. BATTERY OPERATED RAINBJRO mos SYSTEM CONSISTING OF A BURIED CONTROL MOOUU TO BE LOCATED WITHIN A CHAISTY CONCRETE VAULT SURROUNDED BY A COhCRETE COLI.AR PER DETAIL. INSTALL PER WJ.IUFACTURER·s SPECIFICATIONS. ONCE POWER HAS BEEN SUPPLIED TO THIS AREA, THE 1 J.O VAC POWEH SHALL EIE f-'AOVHJl:.O 10 A PROPOSED CDNTROLU:R LOCA- TION BY OTHERS. lf<i<ICAI iUN L lCl NlJ: ~YMBOI PRODUCT MODEL DESCRIPTION NOZZLE RADIUS GPM PSI PATTERN DETAIL MULTI--PORT SPRAY :,; HAJ "1t:J11il> ld04 NOZZL£S (2 PER TREE) HALF •• .25 20 HALF 9/SHT. lJ '., YM UC!l f-'l!OIJUC I MOJU O[SCRiPTION DETAIL M, WAll:...C tr.4l lLM PkOVIOl.D BY OWNU{, IN~TAlLEO ff'1 LANDSCAPE CONTRACTOR -1. - ' VU•IIF'Y Sil[ P/otlOR TO IN!"::ii"lALJ..ATION. INSTALL PER ClTY Of NEWPORT BEACH STMDARD SfD-~Ol-l &&& HAJNU11-IU ruos CONlf<AClOFt SHALL INSlALL A lEMPORAHY 4 STATION HAINBIRD TBOS BURlABLE 11/SHT. 13 CONlROLL.fH IN A CHRISTY CONC. VAULT. INSTALL PER MANUFACnJR[R'S SPECIFICATIONS. ONCE POW[H HAS BEEN SUPPLIED TO THE AREA, CITY FORCES SHALL REPLACE THE rnos SY'STt::1.4 WITH A PEDESTAL MOUNTED RAJN MAs:Tt::H RME SENTAR CONTROLLER THAT SHALL H[ IN5TALLED PER CITY OF NEWPORT BEACH STANDARDS. j STATIONS PER PLAN. % f lUCU 8b0 bACKFLOW PR[V£NTER -1 •. INSTALL PER CITY OF NEWPORT BEACH STANOARD S10. 520-l sro-~.io-L. llACKflOW SHALL l:JE INSTALLED ON A CONCrl[T( PAD EXTENDING PA!:,.I THE LQUIPMENT A. MINIMUM Of 24• IN EACH DIRECTION. ►◄ MAICO -,~4 su-m_s fUU PORT BALL VALVE -SIZE PER PIPE 5/SHT 13 • GHi~WOLO OW S[-{1(S BRASS REMOTE CONTROL VALVE -SIZE PER PL.AN. VERIFY ADAPTER FOR RAINB1RD TBOS 12/SHT. I J JJOTT[D LATCHING SOLENOID THAT SHALL 8£ REQUIRED ON THE VALVES. -• l:H.JH1U.l f-'Hl::i~Ul•U: MAINLINE PIPINC -Cl.ASS J15 FOR PIPE 1-1/2• ANO LA.RGER ~0 3/SHT. 13 -SCHEOJL( 40 fOR 1-1/4• ANO SMALL£H -SIZE PER PlM '' UUHU::U NON--f-'HLSSUF<E LAT[f-lAL UNI:: PIPING J/SHT. 13 . PVC SCHEDUL!:. 40 -SI2[ PER PLAN . d t, PIP!:: ~Ll:.i:.VL rnH lfiKIGATION PIPING 1t-+SlALl.l:.D UN□ rn PAVING -PVC SCHEDULE 40 l/SHT. 13 ',/ '.:)11( t,,QTED ON PL.AN, IF NO Sil[ hlOTED. USE TWICE Th[ DIAMETER OF THE INTERIOR P1P£. IRRIC>iTION CONTRACTOR SHALL INSTALL SL[E\/ING, INCLUDING WALL PENE- [HAflONS -WHERE NECESSARY. ' '' CONTHOL WIRE SUJ:.VE INSTALL(D UNDER PA.\IING BY IRRIGATION CONTRACTOR. 2/SHT. 13 V P\IC SC:Ht::DULE 40 -SIZ[ .AS DENOTED ON PLAN. FALLO -- INSTALL ALL EQUIPMENT WITHIN VAULT #3 NOTES FENCE LOCATION e,.5 330 ----------- FENCE LOCATION IX) N ") PRESSURE LOSS CHART VALVE: A1 GPM: 20.0 PSI AT POC: I" WATER METER I" BACKFLO,I PREVENTER 520 LF OF H/2" MAIN LINE 25 LF OF H/4' LATERAL LINE FITTIN65 (2011, MAINLINE L055.I I" REM::JTE CONTROL VALVE SPRINKLER OPERATING, PRE5Sl.RE, CD TOTAL 5l'5TB'1 L055E5, SUMMARY, AVAILABLE STATIC PP.E55URE AT POG, @ DESlc5N PRESelJl<E (75'1', 5TATIG), F<EGIJIRED 5T5TB'1 MINIMUM PRE55URE, /CD) @ RESIDUAL PRE55URE, ( @ • CD ) IX) N 0 L[) ~ n X 80.0 2.2 P51 'lD PSI 4.2 PSI b PSI ID F51 7,:2 PSI 20D PSI 44.2 PSI tx).0 PSI 60.0 PSI 44.2 PSI 15.ePBI OCl a, 0 n X IRRIGATION NOTES: 1, ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES IS ONLY FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING, AND ARCHITECTUREAL OR UTILITY ELEMENTS. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OR MAY BE REQURED TO MOVE THEM AT THE CONTRACTOR'S OWN COST. 3. ALL HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 4. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE ANO TO PREVENT OVERSPRAY ONTO WALKS, ROAD- WAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROT- TLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 5. DO NOT WILFULLY 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 D!\.1ENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION cJESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZEcJ REPRESENTATIVE IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUl'1E FULL RESPONSIBILITY FOR ANY AND ALL CHANGES NECESSARY TO BRING THE SYSTEM BACK TO A CONDITION ACCEPTABLE TO THE OWNER. 6. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIM- SELF WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAY PAVING, ETC. 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE. 8. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 9. 120 V.A.C. ELECTRICAL POWER SHALL BE PROVIDED TO THE CONTROLLER LOCA- TION BY OTHERS, IT SHALL BE THE RESPONSIBILITY Of THE IRRIGATION CONTRAC- TOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY. 10. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 11. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF 12. 13. 14. CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRES- SURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORK,NG CONDITION TO THE OWNER'S SATISFACTION. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTAB- LISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT IF SO ORDERED BY THE OWNER. INSTALL VALVES A MAXIMUM DISTANCE OF 80' FROM CONTROLLER MODULE. GROUPINGS OF EQUIPMENT DENOTED ON PLAN SHALL BE INSTALLED WITHIN A CHRISTY R-8 PIT VAULT Wl~H THE DIMENSION OF 21-1/2" X 31-1/4". THE VAULT SHALL HAVE A HINGED METAL COVER. INSTALL EQUIPMENT IN A NEAT MANNER TO THE SATISFACTION OF THE CITY INSPECTOR. VAULTS SHALL CONTAIN ENOUGH KNOCK-OUTS TO PROVIDE FOR A SINGLE PIPE THROUGH EACH KNOCK-OUT. CHRISTY CONCRETE PRODUCTS OR EQUIVALENT, (800) 466-7070, FREMONT, CA. IRRIGATION SYMBOL LEGEND: ~-DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) SEQUENCE ~..,,, 21 . .-DENOTES MAXIMUM GALLONS PER MINUTE (GPM) FLOW THROUGH VALVE --,.,.;..;.:;_;-~ '--DENOTES VALVE SIZE ,.., n 0 N [( ; I L-2 • "i( ---"------1~ ~ ~, N_O_R_IB~~::::::~I, \ ./ 1 "-30' C: :S0:57 ., ----------------------------------------------------------,...--------------------------------------....----.---------------,--~=!\m~------,----------.;...~;:.........1. ____ --1_"'~ I A PROVED Total Concept Landscape Architecture, Inc, Corpora.Le Office: 2'1lil0fi Smyth Drive Valancla CJ. 91356 PH IMIJ.702.1011 FX 6tll.702.02r.13 Or&111c CountJ Offlon: 1340 Reyru1W. A•eoue. ::tuiUI 103 lnt.n9, CA "2014 PLANS PREPARED B'r': ~27,~~~ ~:n~~'. !u~?~ l~ine, California 9261 B (949] 727-7099 (949] 727-7097 FAX BIG CANYON RESERVOIR w n u l---+---t--------------+----t~~~~/c-,fl,,~==------------------------1~ 0 U\NDSCAPE IRRIGATION PLAN 8 t:- 1----+---l--------------+---li.;~~...:~~~~==~--------------.--------18 Ii DATE ___ '2~0?, ,, ·, DESIGNED DRAWN DATF BY DESCRIPTION APP'D HHK :i CITY OF NEWPORT BEACH W-5295-S 1--------1:3 PH IK8.&60,1016 n: ll•"l.260.1801 .._ __________________________________________________________ _l _________________ _JL_..:::::::::::::~ _ _l _______________ _i ________ !R:;EV~l:S~IO~N~S~. ________ L.::.::..!;.t~[.]:~:;;;.£~.L-~~~~~~~~~~~.J~~~~!.J1!.Jo CHECKED DATE ! PUBLIC WORKS DEPARTMENT 7 OF 13 HHK 6-13-03 SHEET ' ., " .... \, EXISTING H.O.A. PLANTINGS ' ! ' I \\ \\ I I \\ \ c:::,c:::, '") m N n EXISTING PLANTING NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING TREES AS INDICATED. CONTRACTOR SHALL PROVIDE A 3" HIGH WATER BASIN AROUND ALL EXISTING TREES A MINIMUM OF 6' DIAMETER. CONTRACTOR SHALL CLEAN ALL DEBRIS AND DEAD WOOD FROM EXISTING TREES PER THE DIRECTION OF THE CITY INSPECTOR. FILL BASIN WITH 2" LAYER OF "FOREST FLOOR" "o-4" MULCH COVER. rr, rr, X --------- FENCE LOCATION EXISTING EUCALYPTUS GROVE PROTECT IN PLACE DRAINAGE CHANNEL RESERVOIR Joo 295 CEMETARY 305 0 rr, n - FENCE LOCATION 20' WIDE LIMIT OF WORK ZONE 0 D X -,______ - n n m -- FALLOW AREA -- 3 so - -tj-m N n f') .m_ - or, n X PLANTING NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHER WISE SPECIFIED. 3. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE. WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. THE CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNDER 4:1 SLOPE. ALL SLOPE AREAS OVER 4-:1 SHALL BE CLEARED, BUT ROOTS LEFT INTACT FOR SLOPE STABILITY. REMOVE ALL REFUSE AND DEBRIS FROM SITE PER LOCAL CODES AND ORDINANCES. 5. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE IDENTICAL FORM. ANY TREE DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE TREE OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. THE SAME SHALL APPLY FOR SHRUBS AND GROUNDCOVERS. ANY MATERIAL APPEARAING TO BE UNHEALTHY, EVEN IF DETERMINEJ TO STILL BE ALIVE. SHALL NOT BE ACCEPTED. THE CITY INSPECTOR SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABIL- ITY OF PLANT MATERIAL. 6. ALL DISTURBED PLANTING AREAS SHALL RECEIVE A 2" LAYER OF NITROGEN FOR- TIFIED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL CONSIST OF "FOREST FLOOR D"-4"", BY AGUINAGA FERTILIZER COMPANY, IRVINE, CALIFORNIA OR APPROVED EQUIVALENT. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLAN,.ING AREAS EXCEPT SLOPES, UNLESS OTHERWISE DENOTED ON THE PLAN. THE MULCH SHALL BE 1" DEEP WITHIN ALL TREE AND SHRUB WATERING BASINS. ABSOLUTELY NO BARE GROUND SHALL BE SHOWING. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ~ 7. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY PLANT MATERIAL JAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF TH':: SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TD THE CITY. A -- Joo 295 8. REFER TO SPECIFICATIONS FOR WEED ABATEMENT PROGRAM. 9. REFER TO SPECIFICATIONS FDR SOIL PREPARATION PROGRAM. 10. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND BE SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND OR ANY INJURY TO ANY PERSON. 11. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS AROUND ALL TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF CONCRETE CULVE.RTS OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "DEEP-ROOT" OR "CENTURY" 24" DEEP PANELS LOCATED HORIZONTALLY ADJACENT TO HARDSCAPE AND SHALL EXTEND A MINIMUM OF 24" PAST THE MATURE TREE DRIP LINE ON ALL SIDES. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. 12. THE CONTRACTOR SHALL MAINTAIN THE PROJECT FOR A PERIOD OF NINETY, (90) DAYS, SEE SPECIFICATIONS. 13. PLANT ALL TREES A MINIMUM DISTANCE OF SIX FEET (6') FROM ALL PAVING, FENCING, DRAINAGE CHANNELS, DR OTHER TREES 14. NO TREES SHALL BE PLANTED CLOSER THAN B FEET FROM FENCING, DITCHES, WALKS, HARDSCAPE, IRRIGATION EQUIPMENT OR OTHER TREES. TREE LEGEND: DESCRIPTION EP -EUCALYPTUS POLYANTHEMOS -SILVER DOLLAR GUM 15 GALLON 5 GALLON 1 GALLON EP -EUCALYPTUS SIDEROXYLON 'ROSEA' -RED IRON BARK 15 GALLON 5 GALLON GALLON PLANTING LEGEND: TYPICAL SYMBOL FOR 15 GALLON SIZE TREE TYPICAL SYMBOL FOR 5 GALLON SIZE TREE TYPICAL SYMBOL FOR 1 GALLON SIZE TREE TYPICAL DESIGNATION e:-oR TREE lYPE HEIGHT 7'-9' J'-4' 1 '-2' 7'-9' 3'-4' 1'-21 ~ r;::v TYPICAL DESIGNATION C'OR QUANTITY WITHIN GROUPING WIDTH 2'-.3' NA NA 2'-3' NA NA L-3 "' • TI ~--~---,IN '3 0.. .,------h-------o..., 0 N f--------t;;-..., 0 f---------.1i;l C-3037 "' 0 t-----------------------------------------------------------..... --------------------------..... --------------------.--,--------------,--T.'l'==,:--------r------------------------t~ PLANS PREPARED BY BIG CANYON RESERVOIR .::;-Tola] Concept Landscape Architecture, Inc. C()rpon1UI Office: ffi06 Sm,th Drlvt1 Valucla CA 91366 PH ML.702.1011 FX 661.702.0293 Or&n&e r.ount.y Office: 1:340 KQnolcl.l Avenue, SI.lite 103 ln!w,, C. 92'11< PH U411.25C.115Hi F'X Q.4.Q.260J801 ~2~~~~ c~:n~!:!: L~S~ ----+------·--··---------------t ~!/!~~~~~~~-t---------------------! Irvine, Colifornio 92616 ~ (9•9l 121-109• LANDSCAPE PLANTING PLAN ° (949 727-7097 FAX 4 ; r L--L-J--------------1----1.;;DA;:,;T.;,E-~--,.:;;·;;::;,•;;:l:>.;~==~1-------------..... ------~8 APP'D DESIGNED HHK DRAWN CITY OF NEWPORT BEACH w-5295-s 0 -------ti PUBLIC WORKS DEPARTMENT DATE BY DESCRIPTION REVISIONS CHECKED DATE HHK 6-13-03 SHEET 8 OF 13 u ~r" -; r-,t ~~ "' ~ .-----------------------------------------------------------------------------------------------------------,.·-- J ( , r u ,-., ::; Joo -------------- ---~--------------- • - RESERVOIR I I I I I FALLOW AREA r I \ CEMETARY FENCE LOCATION FENCE LOCATION EXISTING PLANTING NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING TREES AS INDICATED. CONTRACTOR SHALL PROVIDE A 3" HIGH WATER BASIN AROUND ALL EXISTING TREES A MINIMUM OF 6' DIAMETER. CONTRACTOR SHALL CLEAN ALL DEBRIS AND DEAD WOOD FROM EXISTING TREES PER THE DIRECTION OF THE CITY INSPECTOR. FILL BASIN WITH 2" LAYER OF "FOREST FLOOR D" -4" MULCH COVER. IX) N ~ r<'J ' (l'.) N 0 LO ~ r<'J X lO CX) r<'J OJ IX) . lO ~ n (lJ . OJ 0 r<'J X I PLANTING NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHER WISE SPECIFIED. 3. ALL PLANT LOCATIONS ARE DIAGRAl"1MATIC. ACTUAL LOCATIONS SHALL BE WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. THE CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNDER 4: 1 SLOPE. ALL SLOPE AREAS OVER 4:1 SHALL BE CLEARED, BUT ROOTS LEFT INTACT FOR SLOPE STABILITY. REMOVE ALL REFUSE AND DEBRIS FROM SITE PER LOCAL CODES AND ORDINANCES. 5. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE IDENTICAL FORM. ANY TREE DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND S'-IALL BE REPLACED WITH AN ACCEPTBLE TREE OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. THE SAME SHALL APPLY FOR SHRUBS AND GROUN~COVERS. ANY MATERIAL APPEARAING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE CITY INSPECTOR SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABIL- ITY OF PLANT MATERIAL. 6. ALL DISTURBED PLANTING AREAS SHALL RECEIVE A 2" LAYER OF NITROGEN FOR- TIFIED SHREDDED TREE AND PLANT MATERIAL MULCH. THE MULCH SHALL CONSIST OF "FOREST FLOOR 0"-4"", BY AGUINAGA FERTILIZER COMPANY, IRVINE, CALIFORNIA OR APPROVED EQUIVALENT. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES, UNLESS OTHERWISE DENOTED ON THE PLAN. THE MULCH SHALL BE 1" DEEP WITHIN ALL TREE AND SHRUB WATERING BASINS. ABSOLUTELY NO BARE GROUND SHALL BE SHOWING. PROVIDE SAMPLES OF MULCH FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY PLANT MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO THE CITY. B. REFER TO SPECIFICATIONS FOR WEED ABATEMENT PROGRAM. 9. REFER TO SPECIFICATIONS FOR SOIL PREPARATION PROGRAM. 1 0. THE CONTRACTOR SHALL BE AWARE OF EXISTING ANO PROPOSED UTILITIES, AND BE SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND OR ANY INJURY TO ANY PERSON. 11 . 12. 13. 14. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS AROUND ALL TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF CONCRETE CULVERTS OR CURBS. ROOT BARRIERS SHALL BE EQUIVALENT TO "DEEP-ROOT" OR "CENTURY" 24" DEEP PANELS LOCATED HORIZONTALLY ADJACENT TO HARDSCAPE AND SHALL EXTEND A MINIMUM OF 24" PAST THE MATURE TREE DRIP LINE ON ALL SIDES. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL MAINTAIN THE PROJECT FOR A PERIOD OF NINETY, (90) DAYS, SEE SPECIFICATIONS. PLANT ALL TREES A MINIMUM DISTANCE OF SIX FEET (6') FROM ALL PAVING, FENCING, DRAINAGE CHANNELS, OR OTHER TREES NO TREES SHALL BE PLANTED CLOSER THAN 8 FEET FROM FENCING, DITCHES, WALKS, HARDSCAPE, IRRIGATION EQUIPMENT OR OTHER TREES. TREE LEGEND: DESCRIPTION EP -EUCALYPTUS POLYANTHEMOS -SILVER DOLLAR GUM 15 GALLON 5 GALLON 1 GALLON EP -EUCALYPTUS SIDEROXYLON 'ROSEA' -RED IRON BARK 15 GALLON 5 GALLON 1 GALLON PLANTING LEGEND: 0 TYPICAL SYMBOL FOR 15 GALLON SIZE TREE TYPICAL SYMBOL FOR 5 GALLON SIZE TREE TYPICAL SYMBOL FOR 1 GALLON SIZE TREE TYPICAL DESIGNATION FOR TREE TYPE HEIGHT 7'-9' 3'-4' 1 '-2' 7'-9' 3'-4' 1 '-2' TYPICAL DESIGNATION FCR QUANTITY WITHIN GROUPING WIDTH 2'-.3' NA NA 2'-31 NA NA ... 0 0 "' ' "' 0 ' ,-.. 0 ~ L-4 ~ ---"------'" '3 Q. -----1 <-------1.., 0 "' 1-------10 ... " ~.Q~JH ,..__C_3_0_3_7_......,~ t-----------------------------------------------------------""T---------------------------.---------------.... ---.--.---------------,--T'l":'-=e:---":'""----,----------...:.-:.:._...;~...:...:.:.:.;....--1'i "' / Tola! Concept Land•cape Arcbileclure, Inc. PLANS PREPARED BY: BIG CANYON RESERVOIR Corporal.a Office· 2?U06 Smyth Drml Valencla Ci 9131i6 ~,:,~~~ c:n;n~~: !u~s~ Irvine, Colifornia 926 I B !------------------------1 PLANTING PLAN " u 0 ;;; n 0 N 0 (949) 727-7099 (949) 727-7097 FAX PH 811. 702.1011 rx Btll. 702.0283 Ormae County Otrlce: * -l--------------1----ll.!;~;.,,;;;;;;:~;;,;:;:;;!;==;;;..I'l---------------------1:i LANDSCAPE DATE 1 ·~•o"J DESIGNED DRAWN !1 1340 Re,nllld.l ATIIIlue, SUI.la I03 DAI E BY DESCRIPTION -u~ ~ PH IMfl.200.1816 Fl lltil,2o0.1101 1-------1;, ___________________________________________________________ ..l, _________________ .JL __ :::::=. __ .J _______________ ..1. ________ _:R;::EV~Is:,::Io;;;N:_::S:.,_ _______ J __ ..,!!!;:!J...,.:~~~w-...:..::;;;;;:;;:.:::...:.;,;;:;,;~...::.;:.:.:.;:.:.:;::::.:.:.._..1...:::.::;:;;.:...;....:::....;:.:::..J;.:;, APP'D CITY OF NEWPORT BEACH W-5295-S HHK CHECKED DAl-l r'Ul3LIC WOKKS Ot:PAKTMt:Nl SHE.El 9 OF 13 HHK 6-13-03 r I I I I I I I I I \ MtLIIAN IR"IGA !ION NO It THl CONTHACTOR SHALL /.<E-WIRL THE U(ISTING lotlOIAN ISLAND VALVES TO ft1l PHOP05~ D CONTRQLl_ER 'A' TO THE CITY'S SATISFACTION. USE APPl·WPR1ATE S1ZED WIRES PER ThE WA.NUFACTURER"S SPECIFlCATIONS. HilH[ AHE 9 EXISTING VALVES LOCATED ON THE MEDIAN PROVIDE A ;.14"' LOOP OF WLR[ AT EACH VALVE BO)( THE NEW WIRES PASS BY lr1t CONIRACr□ R SHALL h'fl.lQY[ TH[ EXISTING CONTROLLER ANO GN[ 10 !HE CITY INSPECTOR VER1f.l' WITH THE INSPECTOR THAT NO OfnU-1 PARKWAY OR t,,j[DIA.NS ARE BEING OPERATED BY THIS EXISTING CONTtWLL£R PR10H PRIOR TO REMOVAL ANO REPLACEMENT BY THE PHOPO::io[D CONTROLLER 'A', Al. l CJfll/liiG AND PATCHING OF A.C. srnc.n SHALL tJE DON[ IN A.CCOrWANCE TO All RlGULATIONS S[T FOHTH BY lHf CITY OF NEWPORT UfACt1. IH,,..,,.·lJrtt( t:.x.srn .. c MUlH ANLJ ll<l~TING HACKi-LOW PH!:.VlNTE.H 1Nf0 THl A.SSElt.ll:ILY AS SHOWN. RE-INORK PIPING TO INCL uOE A MASffR VALVE AND FLOW SENSOR AS SHOWN. (LOCATION IS NTS) METER IS APPROXIMATELY 1, 1 JO Lf" FHCI.I TH£ ~TR£fl CROSSING SHOWN. I4.B lOCAi,Ur.~ .J' Wi'" I cur.ci,t IL 0 ~ -/~ip /i# . / \ POINT OF CONNECTION -CONTROLLER LOCATE CONffiOLLER ADJACENT TO POWER PEDESTAL AS DIRECTED BY CITY OF NDIPORT BEACH STAFF. CONTROLJ£R SHAU Al!.SO OPERA.TE ADJACENT ;JEOIAN ISLAND. 120 VA.C TO CONTROLLER LOCATION SHALL BE PROVIDED 8Y OTHERS. HOOK-UP OF CONffiOLLER TO 120 VAC SHALL Bg PERFORl.4ED BY THE LANDSCAPE CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS. POINT OF CONNECTION· WATER CONNECT PROPOSED MAINLINE TO EXISTING 2" MEDIAN MAJNLINE. VERIFY WATER PRESSURE. PRESSURE DERIVED FROM IRRIGATION PLANS BY PAULA A. BOSZA, LANDSCAPE DESJGNER FOR SAN MIGUEL DRIVE, FROM SPYGLASS HILL RO. TO SAN JOAQUIN HIU.S RD. DATED 1-25-80. REFERENCE CITY PLANS P-51 01-5. PEAK WATER DEMAl'IID: AVAILABLE PRESSURE)ESTIMATED PER BOSZA PLAN): REQUIRED MINIMUM eRESSURE: 24.6 GPM 65.0 PSI 64.B PSI r0 1/2' [g] □ ■ @ 0 c:, • tel ~ ~ ~ R ~ I)\ ctJ ■' dJ SYMBOL & 21@ 0 IFMI ~ • -~ . . DESCRIPTION NOZZLE RADIUS GPM 3500 SERIES 4• POP-UP ROTOR W/ CV 2.0 27' 1.40 3.500 SERIES 4" POP-UP ROTOR W/ CV 1.0 20' .77 570Z-6P-COM 6" POP-UP SPRAY HEAD 15-H 13' 1 .37 TORO 5 70Z-6P-COM s• POP-UP SPRAY HEAD I5-Q 14' .6B TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 12-F 11' 1.67 TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 12-H 11 ' .95 TORO 570Z-6P-COM 5• POP-UP SPRAY HEAD 10-F 9' ,. , 1 TORO 570Z-6P-COM 6'" POP-UP SPRAY HEAD 10-H 9' .60 TORO 570Z-6P-COM 6" POP-UP SPRAY HEAD 10-Q 9' .JO TORO 57DZ-6P-OM 6" PDP-UP SPRAY HEAD 8-F s· .74 TORO 5702-SP-COM 6" POP-UP SPRAY HEAD 8-H s· .J7 TORO 570Z-6P-COM 5• POP-UP SPRAY HEAD 5-H 7' .6B TORO 57DZ-6P-COM 6" POP-UP SPRAY HEAD 5-Q 4' .10 RAINBIRD 1804 MULTI-PORT SPRAY HALF •• .25 NOZZLES (2 PER TREE) RAINBIRD 3500 SERIES SHRUB ROTOR W/ CV 4.0 J1' 2.97 RAINBIRD 3500 SERIES SHRUB ROTOR W CV 2.0 27' 1.40 RA!NBIRD 3 DO SERIES SHRUB ROTOR W CV 1.0 .77 TORO 5702-6P-COl.4 SHRUB SPRAY HEAD 15-H 14' 1.37 TORO 570Z-6P-COM SHRUB SPRAY HEAD 15-Q 14' .68 TORO 5702-BP-COM SHRUB SPRI\Y HEAD 12-H 11' .95 TORO 570Z-6P-COM SHRUB SPRAY HEAD 10-H 9' .60 TORO 570Z-6P-COM SHRUB SPRAY HEAD 10-Q 9' .30 TORO 570Z-6P-COM SHRUB SPRAY HEAD B-H 8' .37 PSI PATTERN DETAIL 25 HALF 7/SIIEET 12 25 QUARTER 20 HALF g/SHEET 12 20 QUARTER 20 FULL 20 HALF 20 FULL 20 HALF 20 QUARTER 2D FULL 20 HALF 20 HALF 20 QUARTER 20 HALF s/SH£ET 12 25 FULL B/SHEET 12 25 HALF 25 UA 20 HALF 10 SHEET 12 2D QUARTER 20 HALF 20 HALF 20 QUARTER 20 HALF 1..,u .. 1 VI UT"\I.."-............ r.,1v,~ CHAIN LINK FENCING IRRIGATION NOTES: 1. ALL WORK SHALL CON FORM TO APPLICABLE CODES. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES IS ONLY FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING, AND ARCHITECTUREAL OR UTILITY ELEMENTS. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OR MAY BE REQURED TO MOVE THEM AT THE CONTRACTOR'S OWN COST. 3. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTAL- LED SO THE TOP OF THE SPRI\JKLER HEAD IS FLUSH WITH THE ADJACENT SIDE- WALK, OR PAVING. ALL POP-UP HEADS AWAY FROM EDGES IN TURF SHALL BE FLUSH WITH THE TOP OF GRADE TO PREVENT CONTACT WITH MOWERS. 4. ALL HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED. 5. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE ANJ TO PREVENT OVERSPRAY ONTO WALKS, ROAD- WAYS, AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING StTE CONDITIONS AND TO THROT- TLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 6. IT IS THE INTENT OF THE IRRIGATION PLANS TO INDICATE THE INSTALLATION OF POP-UP TYPE SPRINKLERS IN LANDSCAPED AREAS ADJACENT TO PEDESTRIAN AND VEHICULAR AREAS. IN THE EVENT THAT POP-UP TYPE SPRINKLERS HAVE NOT BEEN SPECIFIED IN THESE AREAS, IT SHALL BE THE RESPONSIBILITY OF THE IRRI- GATION CONTRACTOR TO BRING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY TO RECEIVE A CLARIFICATION PRIOR TO CONSTRUCTION. 7. DO NOT WILFULLY 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 EXISTED AT THE TIME OF THE IRRIGATION □~SIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL CHANGES NECESSARY TO BRING THE SYSTEM BACK TO A CONDITION ACCEPTABLE TO THE OWNER. 8. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIM- SELF WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAY PAVING. ETC. 9. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING, ALL SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE. 10. REFER TO SPECIFICATIONS FO" SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 11. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 12. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT THE POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRES- SURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING THE THE IRRIGATION POINT OF CONNECT!ON TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFF!:.:RENCES ARE NOT REPORTED PRIOR TO THE START OF THE IRRIGATION SYSTEM CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY' FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION TO THE OWNER'S SATISFACTION. 13. THE HYDRAULIC CALCULATIONS FOR THIS IRRIGATION SYSTEM HAVE BEEN ESTAB- LISHED USING THE MATERIALS AS SPECIFIED ON THIS PLAN. SUBSTITUTIONS MADE PRODUCT MODEL DESCRIPTION DETAIL TO THE MATERIALS BY THE CONTRACTOR WITHOUT PREVIOUS ACCEPTANCE BY THE LANDSCAPE ARCHITECT SHALL PLACE ALL LIABILITY OF THE IRRIGATION SYSTEM ONTO THE IRRIGATION CONTRACTOR. NO SUBSTITUTIONS OF EQUIPMENT WILL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO REMOVE AND REPLACE ALL SUBSTITUTED EQUIPMENT IF SO ORDERED BY THE OWNER. HYOROSCAPE CARSON GRISWOLD HYDROSCAPE '1ATCO GRISWOLD HS1 6-SOX24S/HSDX-OJ/HSDX-RF /HSEV-RADIO-F /HSEV-ANT -FD SATI LLIT[ CONTROLLER. MODEL 910 10" ROUND PLASTIC WIRE PULL BOX. COIL MINIMU"M 24" OF WIRE WITHIN BOX. THE NUMBERS AIWCENT TO SYMBOL DENOTE STATION WIRES (INCLUDE COMMON) TD BE TERMINATED WITHIN BOX. 2000 SERIES MASTER VALVE -1-1 /4 • FM200 FLOW SENSOR -2", USE EV-CAB-SEN CABLE WITH JM-3570 SPLICE CONNECTORS. 0/SHEET 12 +/SHEET 12 4/SHEET 13 754 SERIES FULL PORT BRASS BALL VALVE 5/SHEEl 12 OW SERIES ELECTRIC REMOTE CONTROL VALVE IN BOX -SIZE PER PLAN 12/SHEET 13 14. PROPOSED SYSTEM CONTROL WIRES SHALL BE OF A DIFFERENT COLOR THAN THE EXISTING SYSTEM. MASTER VALVE WIRES SHALL BE DIFFERENT COLOR THAN OTHERS. SPARE WIRES SHALL BE BLUE IN COLOR. 1 5. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 16. THE CONTRACTOR SHALL CONTACT MR. RICK BATES AT HYDROSCAPE FOR CONTROI_LER/ SENSOR CERTIFICATION AT START-UP OF SYSTEM. (949) 500-1122. 17. FOR TECHNICAL ASSISTANCE WITH CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. SLEEVE LEGEND: () RAINBIRO i--~-..l--'==!,.__.J...:4::::4:.:;RCe...._....L...:0:::U:;:IC::;K;..;;::CD:::U::.P.:::LI:.:;NG"-'VC::AL:.:.V::.E ..:.W:::IT.:_:H_YE=LL;;:Oc:;W_:Rc:;U:::B::::B::::ER:....::LD:::C::;K:::;IN:;;:G_:CA::;;.:_P_-.....:;J:,.;:_4 "--------16/SHEET 12 IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, PROVIDE AND INSTALL PVC SCH-40 SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND WALKWAYS PER SPECIFICATIONS. 2" -- 1/2" v2· BURIED PRESSURE MAINLINE PIPING -CL.ASS 315 -FOR PIPE 2• AND LARGER AND SCHEDULE 40 FOR 1-1/2" AND SMALLER -SIZE PER PLAN BURIED NON-PRESSURE LATERAL LINE PIPING -PVC SCHEDULE 40, SIZE PER PLAN. PIPE SLEEVE FDR IRRIGATION PIPING INSTALLED UNDER PAVING -PVC SCHEDULE 40 3/SHEET 12 3/SHEET 12 IRRIGATION SYMBOL LEGEND: SIZE NOTED ON PLAN, IF NO SIZE NOTED, USE lWICE THE DIAMETER OF THE INTERIOR OVERHEAD SYSTEMS·. L-5 .. ' <O ..., N 8 0 N ..., 0 r--0 PIPE. IRRIGATION CONTRACTOR SHALL INSTALL SLEEVING, INCLUDING WALL PENE- / TRATIONS WHERE NECESSARY. INSTALL PER CITY STANDARD DETAILS. DENOTES CONTROLLER (LETTER) AND VALVE (NUMBER) ,, ~-/,_ _ _ ,( 10_ _ _ CONTROL WIRE SLEEVE INSTALLED UNDER PAVING BY IRRIGATION CONTRACTOR, ~. 33 DENOTES MAXIMUM GPM FLOW THROUGH VALVE ~ / NORTH - --=v=-- - -PVC SCHEDULE 40 -SIZE AS DENOTED ON PLAN. INSTALL PER CITY STANDARD □ETAJLS \JF----DENOTES VALVE SIZE <-------'~ r---------------_;1~"-=..:2;;.:0::,' __ ... ~=;;;;;·=-;;=· ;;=;;;;;;;-EV;;;-;;;CA;;;B;;;-;;;S;;;EN=CA;;;B;;;LE=F;;;R;;;OM=F;;;LO;;;W=S;;;EN;;;S;;;O;;;R;;;T;;;O;;;C;;;O;;;N;;;TR;;;D;;;L;;;LE;;;R==,;;;;;=;;;,;=============;:;;:.,_,--------------,,----------------J..-.:C_-,;:3:.;5:.;9:.;9~--li Total Concept Landscape Architecture, Inc. Corporate Office: 27111)6 Smyth Dme V&leacla CA il366 PH 581.'r02.1011 F'X 681.702.0293 On.nae C01.Wt7 Office: 1840 Re,nalda b1U1u1, Bui.ta 103 lmne, CA 92514 PH MU.2f,0,18l0 FX Y·"l.2o0.J801 PLANS PREPARED BY, ~27,~~~ ~:n~~: !u~~~ , Irvine, Colifornio 92618 (949) 727-7099 (949) 727-7097 FAX STEVEN D. TEDESCO RCE 39261 DATE INEER 46214 0 ' BIG CANYON RESERVOIR {I ! SAN MIGUEL STREET SCREEN u \-----------------------1~ ~ ~ ., l------+--+-----------+--+0A;TE~;;..;-i;;;-;;,:;,•~o~:;~=~'' _____ 1R_R_1_GA_r_1o_N_P_LAN..-------lf: DESIGNED SE DRAWN CITY OF NEWPORT BEACH w-5295-s 0 CHECKED DATE I 1---------l:c3 SDT 6-13-03 ; PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 13 '-' DATE BY DESCRIPTION REVISIONS / i \ . .... ././ / / ,/~/ /' LUlAIIUN UI c-HAIN-~-"J L. INr( (_jA l l:' S . ,, -~_,, .,,,.,,,-1/ // _./~1 .,../ / r ·' / / ' ,,...,.✓ , I , // +/ _.,...- I , I \ \ I \ \ / \\\ / •. I • / t ), . / ,/ \ \ \ /---::--- /"/-::-.. ,/ / \ \ \ \ \ \ \ ( \ I ill \ \ .• ,• :>·. --~ Tota.I Concept Landscape Architecture, Inc. Curpor-ale Olfice; 27905 Smyth Dnve Valenci.a CA 91355 PH 1361.702.1011 FX 661.702.0293 Orqe County Offlce. 1340 Reiyiwldli AYemuei, Suile LOCI Jnme, CA 92Bl4 PH ll-t.B.200.16115 J'X 949.260.1801 PLAI-.S PREPARED 8Y: ~2:~~ ~;~~/ !,~s~ lr....ine, California 92618 (949l 727-7099 (949 727-7097 FAX STEVE~ D. TEDESCO RCE 39261 DATE DATE flY DESCRIPTION REVISIONS 1 END OF ,WA"L LOCATION CHAIN LiNK FENCING PLANTING NOTES: 1. ALL WOC:K SHALL CONFORM TO APP'JCABLE LOCAL CODES. 2. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. 3. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL 8~ W,TH THE LANDSCAPE ARCHITECT PRl'.lR TO PLANTING. 4. ALL PLANT MAIERIAL WITHIN A SPECIES SHALL HAVE IDENTICAL FORM. ANY TREE DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE RE?LACED WITH AN ACCEPTBLE TREE OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. THf SAME SHALL APPLY FOR ShRUBS AND GROUNDCOVERS. ANY MATERAL APPEARING TO BE UNHEALTHY, C:VEN IF DETERMINED TO STILL BE ALIVE, Sf-1ALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABIL- ITY OF PLANT MATERIAL. o. ALL PLANTING AREAS SHALL RECIE!VE P.. 2" LAYER OF NITROGEN FORTIF,ED SHREDDED TREE AND PLANT MATERIAL. IHE MULCH SHALL CONSIST OF "FOREST FLOOR (0"-4")" SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS, EXCEPT SLOPES UNLESS OTHERWISE DENOTE) ON THt PIAN. THE MULCH SHALL BE 1" DEEP WITHIN ALL TREE AND SHRUB WATERl'-IG BASINS. ABSOLUTE'LY NO BARE GROUND SHALL BE SHOWING. PROVIDE SAMPLE OF MULCH PRIOR TO ORDERING FOR APPROVAL BY THE LANDSCAPE ARC~ITECT. AGUINAGA FEflTILIZER COMPANY, IRVINE, CALIFORNIA, 949-786-9558. 6. THE CONTRACTOR SHALL TAKE EXTRCME CARE NOT TO DAMAGE ANY EXISTING PLANT MATERIAL. ANY PLANT MATERIAL DAMAGED BY THE CONTRACTOR SHALL BE REPL/\CED WITH ONE OF THE SAME TYPE AND Silt Al I HE CONTRACTOR'S OWN EXPENSE, AS ACCEPTABLE TO ,HE OWNER. 7. REFER TO SPECIFICATIONS FOR WEED ABATEMENT PROGRAM. 8. REFER TO SPECIFICATIONS FOR SOIL PREPARATION PROGRAM. 9. THE CONTRACTOR SHALL BE AWARE OF EXISTING Al'sD PRDPOSED UTILITIES, AND BE SHALL BE RESPONSIBLE FOR Al✓Y DAMAGE TO THE lJTI•. !TIES AND/OR ANY INJURY TO ANY PERSON. .,,-.,_1 0. NT _L TREES A MINIMUM DI 'NCE F 6' -RO PLA MA AC -TO ..,......~= 11. THE CO'-ITRACTOR SHALL MAINTAIN T ~E PROJECT FOR A PERIOD OF NINETY, (90) DAYS, SEE SPECIFICATIONS . TREE LEGEND: DESCRIPTION HEIGHT WIDTH EN -EUCALYPTUS NICI IOLII -NICiiOL'S WILLOW-LEAFED PEPPERMENT 15 GALLON 7' -9' 2' -3' ES -EUCALY?,US SIOEROXYI_ON -RED IRON BARK 1 ~ GALLON TC -TRISTANIA CONF~RTA -BRISBANE BOX 15 GALLO:~ SHRUB LEGEND: MYL -MYOPORLJM LAC:I UM -NCN RIS -RHAPHIDLEPIS INDICA 'SPR!NGTIM~' -INDIAN HAWTHORNE GROUNDCOVER LEGEND: VTTTTTTl), DENOTES LONICERA JAPONICA 'HALLIANA' -JAPANESE 1/..LJJ.1.LiJ.J FROM FLATS AT 18" O.C. TRIANGULAR SPACING VINl LEGEND: 7'-8' HONEYSUCKLE A DENOTES CLYTOSTOMA CAI .. LISTIGIODES -VIOLET TRUMPET VINE 5 GALLON AT 1 O' O.C.-SPLAY ONTO WALL PER DETAIL 3 SHEET 13 PL 2'-3' 0 DENOTES QUANTITY IN GROLDlr-,G, AND SIZE, (24"=24" @ DENOTES PLANT MATERIAL, '.:iEE LEGEND ABOVE BOX, 15G=15 GALLON, 5G=5 GALL0'-1, AND 1 G=1 GAL~ON) BIG CANYON RESERVOIR SAN MIGUEL STREET SCREEN PLANTING PLAN L-6 APP'D DESIGNED SE DRAWN CITY OF NEWPORT BEACH W-5295-S CHECKED DATE SDT 6-13-03 PUBLIC WO,,KS DEPARTMENT SHEET 11 OF 13 10 11 12 / ~-----SHRUS SPl-<AY HEAD ----·-AND ADAPTER ·•• WALL OR HARDSCAPE EDGE '' PVC SCHEDULE 80 NIPPLE _,----~.,ARcEX 90 DEGREE STRECT ELL ,,,----PVC LATERAL PIPE AND FITTING STANDARD SPRAY HEAD SCALE NTS · i I • .. I ! 12" WIDE CONCRETE COLLAR CHRISTY PIT VAULT, SEE DETAIL RAINBIRD HlOS4CMUS, 4 STATION CONTROL MODULE, (BATTERY OPERATED) PROVIDE 12" MIN. PIGTAILS IN WIRES FOR ACCESS TO UNIT. CONTROLLER AND COMMON WIRES TO VALVES. MAXIMUM 80 FEET USING # 14 WIRE. 1-;7",--RED BRICK PEA GRAVEL ~ 1 I :-:: I MAINLINE PIPING AND FITTING ' ' -···-----· ---f------1---~~~ 6 ___ ~ NOTE: USE PDlTED LATCHING SOLENOIDS WITH ADAPTERS ON I I ALL VALVES PER MANU,.ACTURER'S SPEC,FICATI0NS. TBOS BATTERY OPl;RA TED CONTROLLER SCALE NTS --·Low , ·i· !.! J • ; 2 ... -·--; , -' ,, ! . I I ·-' -1--·· ' I --· - I , .•. _ ... ' I I 'i I ' ~-LATERAL LINE TO VAI.VES ~--SCH 40 PVC MALE ADAPTER _,,-II ,,,..--CARSON INDUSTRIES # 1419A-12B, GREEN SQUARE BOX WITH LOCKABLE LID WATERPROOF WIRE CONNECTORS • t~~{~E 12" LONG EXPANSION ~-UNION -REMOTE CONTROL VALVE -PVC SCHEDULE 80 NIPPLES TYP. \_.---\t"r ii:· PVC TXT 90 DEGREE ELL --- I ,,' ,i'~:::11:·::· ';---PVC SCHEDULE BO NIPPLE ff RISER ~:Jit==--1 __ 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED fl-----PRESSURE MAINLINE SXSXT FITTING ......_~"__'-_...; _;;.. oo""°------COMMON AND CONTROL WIRES l~CMOTC CONTROL VALV[ SCALE N I ::i 7 8 9 6" MAX ~--POP-UP ROTOR HEAD, FLUSH IN TURF 1" ABOVE FINISH GRADE IN GROUNDCOVER ~--FINISH GRADE • 11 ,~-.'r= 11 111 :111 d ----~-CURB OR PAVING 1 .I ] n Ill Ill 11-------. 1 J1 1 11-11 1=1 1 ,. I II 111=-· PVC SCH-80 NIPPLE 'I 1- .,,.-----PVC SCH-40 TxT 90 DEGREE ELL _,_.-----PVC SCH-40 STREET ELL '---PVC LATERAL LINE AND FITTING '-----PVC SCH-40 STREET ELL POP-UP ROTOR SCALE NTS - 1-· I 0 NOTE: USE TEFLON TAPE ON ALL MALE THREADS. JL------~ GEAR DRIVEN ROTOR OR STREAM ROTOR ..---1/2"X36" CALV. STL. STAKE ----PVC SCH.BO NIPPLE I ~?!~~fr==~====:~----HEAVY DUTY GALV. STEEL [ PUNCH-LOK FASTENER, (2 REQ'D) ~ L---------KING BROS. "CV" SERIES RISER SIZE ~='-CHECK VALVE >-,-~ PVC SCHEDULE 80 NIPPLE FINISH GRADE MARLEX TXT 90 DEGREE ELL PVC 90 DEGREE STREET ELL 8" MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREEL ELL PVC LATERAL LINE AND FITTING SHRUB ROTOR SCALE: NTS 6" MAX. ~--POP-UP SPRAY HEAD, FLUSH IN TURF 1" ABOVE FINISH GRADE IN GR0UNDCOVER --· ', _q l ill="<. -.111 111· 111 111 111 ~-1c--~ CURB OR PAVING =iii.JI Ill Ill 11 1 1-111 1~--i lc:ccl 11 111 I 1=111 111=1 I I 11 11 [J I . 111 =111 11 =1 I 1=-1 I - J 11 111-'_I I 1:.,-1 ' I I l"rE='<f'I-MARLEX 90 DEGREE STREET ELL 'I 1~-~~LI=.-.------ c:c,' PVC SCH-40 90 DEGREE TxT ELL POP-UP SPRAY HEAD 8" MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREET ELL '---PVC LATERAL LINE AND FITTING SCALE NTS Total Concept Landscape Architecture, Inc. Corporate Office: 27006 Smyt.h 0rm, 1 Ve.lancia CA 9l3fi6 PH IIU.702.1011 F'X 061.702.02113 Oranae Counl7 Ottlce 1340 Reynoldl ATimUII, Suite 103 lmne, CA 9Z814 PH 148.260.1815 FX Na.250.1601 4 5 6 0 NOTE: PROVIDE 12" LONG EXPANSION CURLS CARSON INDUSTRIES, GREEN SQUARE BOX WITH LOCKABLE LID PROVIDE EXTENSIONS AS REQ'D ~J..1--__.._ WATERPROOF WIRE CONNECTORS TO IRRIGATION SYSTEM VALVES REMOTE CONTROL MASTER VALVE PRESSURE MAINLINE VALVE WIRES TO CONTROLLER, INSTALL MASTER VALVE WIRES PER MANUFACTURER'S RECOMMENDATIONS. 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED MASTER VALVE (FUTURE) SCALE: NTS BALL VALVE ,,-------GREEN ROUND VALVE BOX 2" ABOVE FINISH GRADE ~--FINISH GRADE EXTENSIONS AS REQ'D. .,--BRASS BALL VALVE PVC SCH 80 MALE ADAPTER PROVIDE 7 "-2" AIR SPACE BTWN BOTTOM OF VALVE AND TOP OF ROCK. c.,....c., ;, ~--8" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED SCALE: NTS ~---FINISH 6RADE ,,,----CARSON INDUSTRIES #<110-126 ROUND BREEN BOX ,.----QUICK COUPLIN6 VALVE ,,,,.---RED BRICK, (4 REQUIRED) .,,..---I CUBIC FOOT OF PEA 6RAVEL ,,,.---BRASS NIPPLE c,---BRASS 90 DE6RE]:: S rREET ELL ,,---BRASS 90 DE6REE STREET ELL ,r---6" BRASS NIPPLE ,---MAINLINE PIPIN6 AND FITTIN6 QUICK COUPLING VALVE SCALE: NTS PLANS PREPARED BY: DATE BY DESCRIPTION REVISIONS 1 z f c() 2 3 Evolution DX2 stainless Steel edestal Cabinet Installation Moul"lll!'ig P;,d-- 2B".IC 28 ·• 8" mi1imlim Si'Fl concrete pad w1fo·----, beveled edges Pedestal Mounting 175"Typ_ cc 6 5' 0• 0 ,o 13.5' Oo -1--;o Cc ® a) ,,. ~k ~ 3-5'' c, "-../ / oun),11y Template provldiiid hir 1;;11;1'{ insl11llal1on [Jolt I lolt!&-st.11nhn,!i ste.il ha,· .,,,re st.indard with enclosure Item Description A,8 2' conduit• ste11on wuing C 1" c:omlutl -communico111□n D AC power conduit E 1" con du rt. &en1.0I wiring F External anlenna G Groundmg rud D\J\IG PED10B Bolt and Conduit Tern plate IRRIGATION CONTROLLER I "Ml. z ,:. c() 12" MIN. ,---DRAINAGE STRUCTURE FINISH GRADE IRRIGATION MAINLINE 45 DEGREE FITTINGS MAINLINE UNDER DRAINAGE STRUCTURE ,----------FINISH GRADE SCALE: NTS SCALE: NTS CU RB DR PAVING EDGE ~---,---, co TRENCHING DETA!L APP'O DESIGNED HHK CHECKED HHK DRAWN DATE 6-13-03 I r 4 ., q L-7 SCALE: NTS C-3037 BIG CANYON RESERVOIR LANDSCAPE DETAILS CITY OF NEWPORT BEACH W-5295-S PUBLIC WORKS DEPARTMENT SHEET 12 OF 13 '--\Jo ~-"' ".' "' - "' 0 0 "' "' 0 " 0 "' 3 D ci 0 ' w 0 "' 0 N 0 / "' 0 0 N "' ',; '" " m D u Vl "' 0 N 0 ~ "' 0 <( u / u _J _J c'ti 5 0 "' X N 3 1~,ut , .. 1•,uT •• 1•PUT3 .. IMPUT3· l~PUTJ• 1•,uT:Z· IIPUT 1 • llPUT 1 • U81:!-IAIHT US-llN::Jo: usn••••n SDISOR T EflMINAJ..B 0AA0 "Pc.ox.2sr ca.Nni1 .. LIJHITE I -TH 0-><-ROOTBALL VINE DETAIL TYPCl'.L CO NN~CHJNS fOMHOW SEN50 R ~-SPLAY VINE IN A FAN-LIKE MANNER AND ATTACH TO WOOD OR MASONRY WITH SS 3/8" EYE BOLTS IN ANCHORS, ATTACH TO PLASTER WITH EPOXYED DISCS AND TIES ONLY. VERIFY MANNER OF ATTACHMENT WITH OWNER PRIOR TO INSTALLATION AMENDED SOIL TREE BASIN ~----MULCH COVER f)...._ ___ ROOT BALL l/¥~'/ ~---AMENDED BACKFILL PER AGRONOMIST SOIL REPORT RECOMMENDATIONS ~-f>-------PLANT-TAB LOCATION /J;•----AMENDED SOIL LEVELING LAYER ~--NATIVE SOIL NOTES: 1. REMOVE NURSERY STAKES 2. PLANT -TABS SHALL BE 21 GRAM AGRIFORM TABLETS AT THESE RATES: 2 PER 1 GALLON 3 PER 5 GALLON 5 PER 1 5 GALLON SCALE: NTS DIROCTIONOFFLDW ----- EXAMPLE 11:I IJ~J.V!:S, R!:DUCE ~s, OR !:LIOWGl1'1 Tlt~ARfl'l FOR 'J' FLOW SEN SOR,DIME~SION 'A' MINIMU ld30" DlMENSON 'B'MlNIMUM 115" REFER TO THE TABLE PROVIDED WIT,-j THE FLJW SENSOR FOR CORRECT"K" AND "OFFSET' FOR YOlR APPLICATION. DNG FS1 DB 4 RAIN MASTER IRPJG,!IJI0!, SY3TEMS ,.18::lt'i-100 St.JRv'EVOF:A\ott,,,lJE, SIMI\AL..EY, C,A(.13063 ~?-527-4:118 FLOW SENSOR 12" SCALE: NTS 12" V'IIDE BY€," DEEP CONCRETE MOl'iSTRIP CONTINUOUS AROUND VAULT. HINGED METAL GOVER CHRISTY R-B, 2H/2"X3H/4" PIT VAIJLT 114 REBAR AT GENTER, (CONT) FINISH GRADE I" BELOH MOHSTRIP ,,_-~=11 I --• 111-"4 REBAR PIN AT 12" O.C. I ,-DRILL THROUGH PIT ~ALL II~ I I I=-coMPAC TED suBoAADE b" DEEP PEA GAAVEL FILL ENTIRE BOTTOM -111-RED BRICK AT CORNERS AND MID-SECTIONS , ' (B MIN.) 1 1t4" l:iOLTS/NUTS 1----UV RE ti IS IANT VINYL STRAP. DETAlL "A-A" FOLD ANO SECURE AS SHOWN TREE TRUNK ,,,--APPROVED STREET TREE / 24" BOX'MIN. / THIN CANOPY TO REDUCE WINO 7 R.ESISlANCE, AS NEEOED REMOVE NURSEHY STAKE IF ANY, Oi-UENT THE TRE[ WITH SECTION OF TRUNK SI IADED BY NURSERY ST AKE TO THE NORTH. SlKAl~-HAR. HEIGHT AS REQUIRCO Sff SPtC THE "MEGA STAKE" SYSTEM INSTALLATION PER SPEC. ~ PROVIDE TREE TRUNK GUARD ~..,,•_,~~ {ARBORGARD OR EQUIV.) DIMENSIONS OF THE ORIGlNAL CONTAINEH r~ :~ ! 1 _ IMMEDIA l ELY PRIOH. TO BACKFILL REMOVE TRFF FROM CONTAINER 2" LAYER MULCH. HOLD /I.WAY FROM TRUNK .-'1.1.------1--~ CAl~EFUI I Y Pl ACf IT INTO PLANTING PIT PRUNE KINKED ROOTS DO NOT LIREAK OR OTHERWISE DJSTURB ROOTBALL 30" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAL. WATER ---• GRASS A r NAllVEBACKFILLSOILEXCAVATE A' SOIL f-=LARE" ADJACENT TO AND LOWER TH-AN THE ELEVATION OF THE CONTAINER CURB ANO GUTTER I TAB AND ANTI-ROTATION PIN, INSTALL TAB 2"-4" BELOW GRADE I I -3' /-· FINISHED GRADE/SIDEWALK -RTILIZER TABLETS, SEE SPECS. FOR QUANTITY _, --~ UNDISTURBED SOIL --. ----ROOT BARRIER, USE ANTI-ROTATIONAL FIN NSlALL STAKE 3' ELOWGRADE E "CENTURY" ROOT BARRIER __ _ Ice,[' CP 18-2 ill=W ! _ tt-MOUND NATIVE SOIL BENcATH =I --i=I I I:=-" "-I I I· • -IF TREE, ASSURE THE ROOlBALL ·-H i"='I I_! I t:::cl' t::::' ni=...nr " ," ABOVF. FINISHED G~OUND . 1-· . • -11 llllrnlli" _ _2X CONTAINER WIDTH MIN. 1. Cen!e1 tree between the 5idewalk and curb 2. Space trees 35' min. to 50' max. 3. Plant 50' min. From BCR on the approach to an intersectior1 and 15' frorn tlv· 1-' ~~~ an the exit side. 4 Plant 10' min. from edge of dnve aµ-proc:1ch 5. Prnvfde iO' clearance from utiJity and sewer lines. 6. Plant 20' min. from street light and pawer poles. 7. Whern there 1s no side walk, plant tree in the center or µc:1rkway 8, Plant tree 3' from curb. NOTE: For list of designated trcc·s for spssific streets please call Urban Forester (9/19}644-3083 CITY OF NE\VPORT BEACH PUBLIC WORKS DEPARTMENT 24 INCH BOX TREE PLANTING DETAIL TREE DETAIL APPROVF.D: kCE NO. 36106 Dae. Drawn b. DUAWJNG NO. ~ • BLIC WORKS DIRECTOR Sfak N.T.S. -~ STD ht<III~\ D st STD-118-L-A SCALE: NTS ~----AMENDED SOIL TREE BASIN _____ MULCH COVER, 1" MAX. DEPTH IN BASIN _J _j <( m 5 ~ X "' ROOT BALL, (TOP SHALL BE FLUSH WITH SURROUNDING FINISH GRADE) ~---AMENDED BACKFILL PER AGRONO- MIST'S SOIL REPORT RECOMMEN- DATIONS ----PLANT-TAB LOCATION ----AMENDED SOIL LEVELING LAYER ~--FINISH GRADE X:~i,_~t;;;(;;?'_::----NATIVE SOIL 2X ROOTBALL 11= I ,I NOTES: 1. REMOVE NURSERY STAKES 2. PLANT-TABS SHALL BE 21 GRAM AGRIF0RM TABLETS AT THESE RATES: 1 PER 1 GALLON 2 PER 5 GALLON 7 PER 15 GALLON "' 0 0 N "' 0 ,-. 0 ---...If L-8 'O ii ~---'-----IN w Cl 1--------1,,., 0 8 "' 1 __ .__ __________________ -'----'---..L-----------r:::::::-:-.-::::-:-::::-:----:--:----:-:-7"~-~.Lr5~...J:=~C:.:O:.:,N.:,:C;R=E.:.T=E..:.P~IT~V;A:::U:;L:;T-:-----r---,--,----1!::.~~!,::~L-E:-1_f2:,_~_:S::,:H~R;U~B;_D:E:..T~A~l~L---,-------.Ll~~~~:_LE_: J_~_;_-c~-!3-0~3~7 ~-'•~ Total Concept Landscape Architecture, Inc. -PLANS PREPARED BY, APPROVED -BIG CANYON RESERVOIR .,, !,~~~~ c:n:n~!:!: !u~~~ t---+--t--------------+--tl"=--1"'<! ~~~~~'!,,,,:=::._ :: _____________________ ..... ~· Carpor11t.e Ol'tlc111: 2"1'KIO Smyth Drive Valencia CA 11366 PH UL10.UOU FI 861.'102.02"9 Drane• Cciunty Offlce: 1:UO Reynolu ,benu11, Suite 103 lrrine, CA 82111-4. Irvine, California 92618 ~ 8 i:1:; ;;;=;g:~ FAX I LANDSCAPE DETAILS §'. l----+--+----------------+--~DA:;;T~E~~,~•;.;l\:;,•;o~'}~~;;;;;;;;;;-11!".· ---------------,.--------1~ APP'D DESIGNED HHK DRAWN CITY OF NEWPORT BEACH 1---w_-_5_2_95_-_s_ ... iu DATE BY DESCRIPTION CHECKED DATE ~-----------------------------------------------------------------L ___________________ L __ _::::::=:_ __ ,.1 ________________ j_ ________ ~R~E:v~1s~1~o~N~s---------L-.::.1H~H~KLlL~6~-l1~3~-£D~3~-...,!P~U~B~L~1c::._:w~o~R~K~s~o~E~P~A~R~T~M:EN~T~-.Ls~H~E~IT:.2,1~3~o~F~1~3LJ~ PB liM-8.26Q,l8Hi YX 940.260.1601