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� - 'I-,' CU ENTSION 0 M 31 - CA P,,. E CONS LAI- PqDs .. .„....., ,.,....r ......... . .!.�+..:1, -✓.�...., .T. .. .. .. ,. ,,..r<ii'..ia't2i6'�dt,n.„..al�' 'a..ti. , �., .. •t. _ ., '. .. -i IRRIGATION IRRIGATION SHEET 2SHEET 3 t A NEW PHASE II - LOT 4 - EXISTING CENTRE CLUB 13 (84 UNITS) PHASE I APARTMENTS PLANTING PLANTING CENRF (812 UNITS) _ __ HEET 5 SHEET 4 t `� Si TH PAR9pmEN9 K , .. •._ .a v..? .. J. .�•.i, r� K..y f N:l.(.n♦�. Y.fin.. < n �uq '. ."4` 1k�7'-✓RY` �11..T.. r > . .. NEW HASE II - LOT 6 16 UNITS) I NCO , ' a y ZW9qRZ BLVD. D*Ae 9 NO * 99w9022�S & 99mOOI�PAP SHELBY 9T. ONTARIO 1-10 FREEWAY ' r 2` ' • A6N . ►N VICINITY MAP INDEX MAP CLIENT PICERNE A$$OCIATE$ TITLE SHEET NOTE: (949) 487-6262 CITY OF RANCHO CUCAMONGA CONTRACTOR TO OBTAIN A TRAFFIC CONTROL PERMIT FROM ENGINEERING ENGINEERING DIVISION, CITY OF RANCHO CUCAMONGA AND TO IRRIGATION PLAN 2,3 27432 C Arroyo PROVIDE LIABILITY AND WORKERS COMPENSATION INSURANCE. TREE/VINE PLANTING PLAN 4 ,5 San Juan Capistrano, CA DETAILS 6,7 LANDSCAPE ARCHITECT cITYENGI"EER DATE PLANTING/IRRIGATIONS SPECS 8 CITY OF ONTARIO $JA, INC. PUBLIC FACILITIES DIVISION (949) 837-5519 CIVIL ENGINEER CITY OF ONTARIO LANDSCAPE PLANNING HUITT-ZOLL.ARS (909) 390-8400 DATE CI -JIENT SH IND X RFV. 05!24100 REV.02113/02 1 REV. PER CITY OF A.C. COMMENTS 02/18/02 REV.02125/02 _ REVISIONS DESIGNED BY JN LksDSCAA MARK DATE BY APPROVED/RCE N0. DATE 1/13/00 CITY OF ONTARIO GL I I _ ��� ��9" LANDSCAPE � LAND � � � eTfREET � SHEET- OFAC N� E GLU� �EDIAN P 100 CONTRACT DRAWN BY Hd_ w 1 ARCHITECTURE PLANNING 914 DATEIZDATE 13/00 REVIEWED BY 81 `� »_ ELEPHONE 949 . 83 , 5519 IfRfRIGATION FLAN ACCOUNT - DA �� APPROVED BY R.C.E. EXPIRES DATE19 CHECKED BY DS pWG NO. ACCEPTED BY F I CE f'NE 4550C I ATS �F CAII` DATE 1/13100 CITY ENGINEER DATE PROJECT NO. 990520 I • r fit•------- ------•---- - ---_---�------.._..__-------- • - 4 s 1 I x 1 l It' _ tJr ; _ I JI �, I —;` — i ,1. l I 1 I , _ , )•" ,f'• ;.j t I 1 , �� _ 1'"! l 1- 1 I i• 1 C :t. ' J �; I I ,I V, 1. . 1 � %vi 1v A7 A6 l - - - - _J - � f I ; rr r . ! LLI - U SEE SHEET 3 FOR LEGEND AND NOTES I _ — _._ � l� •y � u L Con:� �. r i - i dF i, 1 + 1 -..�-�-�( 1t--�...•T rf __-• ---•_._- _•_ _.- .._ __F_." '.l _ __—_..__._--.. ___.__ .L_J•_-__— .__._. .'_-_. _� ) _ I / I , j , , —__ I— _ 1 _ � l _ .1 I� — --- — — — I 21 — I_ II/ A4 A3 A2 Al Oz'1 34 II%' 24 ll�z' m.5 112' 18.5 II�2 f LOCATE P.O.C., BACKFLOW DEVICE AND CONTROLLER SHOUTH OF -- - �-- THE MEDIAN CENTER LINE ON THE CITY OF ONTARIO PR � __ _ - - •' _ �.=-- ALL SPRAY HEADS WILL BE ADJUSTED SO THERE IS NO _ — — Lu OVERSPRAY INTO THE STREET. Z.� U 1 e 1 0 � cn 1" - 1 SCALE: 1 "=20' Z1 REV. PER CITY OF R.C. COMMENTS 02/13/02 REV.02I13lO2 REVISIONS DESIGNED BY DS MARK DATE BY APPROVED/RCE NO. CITY OF ONTARIO I �� L�pF DATE i/�3�o0 * ���``� �`�" �� LANDSCAPE LAND 4T �4 � �IEEDIAN SHEET 2 OF 8 2 A 6] CEI I �� CLU5 — IiEE Iy4N E 1/00 CONTRACT DRAWN BY RA w _� ARCHITECTURE PLANNING DATE 1/13/00 REVIEWED BY WATU # TELEPHONE 949 . 8J1 . 5519 ACCOUNT DATEO C I C� ��', DA 0���� APPROVED BY R.C.E. EXPIRES DATE DWG. NO. O� F L AN CHECKED BY DS ACCEPTED BY f I �E fRI \,/ `�0�' C q��`�° DATE 1/13AM CITY ENGINEER DATE PROJECT NO. 990520 I I I I 7 �i'7 Ill �,.'T`' {%l ,-' - l ,,t, .-- l.�`i•l 1 - 7 ),` + l ) .. 1l .t..` ) .f �( ...1 1( .., J( .�i- r ( , � �( � .,,' 1.�C JI .,.( l )_1 1, t )� I: =l ;1 i , �• i - - ii I' - ! -1,_?i. <...aa- 7� : _ . - - W� c U-1 I 11-1 Ul LU I 1 I � , I IRRIGATION NOTES IRRIGATION LEGEND P.O.a NO. i FRIOTION LOM CALCULATION$ 1. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL SYM MFGR. MODEL NO. GPM ARC PSI RAD COMMENTS CODES AND ORDINANCES. b RAINBIRD 1800- 8Q 0.28 90 80 8' SEE NOTES VALVE NO. A-7 2. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY Q RAINBIRD 1800- 8H 0.52 180 30 8' SEE NOTES DEMAND 29 GPM AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED. S. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY IF RAINBIRD 1800- 15Q 0.92 90 30 lb' SEE NOTES ORIGINAL STATIC PRESSURE 76 PSI ENCROACHMENT INTO ADJACENT PROPERTY, R.O.W.-S, EASEMENTS, RAINBIRD 1800- 15H 1.85 360 30 15' SEE NOTES OTATIC PRE$$URE AT METER SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. FEBCO BACKFLOW - 825 YAR WITHIN FIBERGLASS ENCLOSURE 1 1/2'WATER METER 1.6 PSI MODEL NO. BF-40, COLOR TO BE SILVER - AVAIL. THRU WINTERBOX 18061 REDONDO CIRCLE, HUNTINGTON BEACH, CA 92648, TEL: (714) 847-2228 1 1/2'BACKFLOW PREVENTER 12 PSI 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RAINBIRD RAIN SHUT-OFF SWITCH FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. -- MASTER VALVE -- PSI CONTRACTOR SHALL REPAIR/REPLACE AT NO ADDITIONAL COST TO RAINBIRD GB SERIFS ELECTRIC CONTROL VALVE (SIZE PER PLAN) PIPE (MAINLINE) 5.1 PSI THE OWNER, ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR IRRITROL MC-40 PLUS-B 40 STATION CONTROLLER W/ P-8B PEDESTAL 1 1/2'CONTROL VALVE 2.9 PSI IRRITROL MC-24 PLUS-B 24 STATION CONTROLLER W/ PAB PEDESTAL 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY H KING BROS. WLT-1000T PVC BLOCKED BALL VALVE - 1\- AND BELOW (LINE SIZE). PIPE (LATERAL) 1 PSI AND ALL DAMAGES TO OPERATIONS OR WORK OF OTHER NIBCO T-118 GATE VALVE - r AND ABOVE (LINE SIZE! MISC. LOSSES 2.5 PSI CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR O RAINBIRD "LRC QUICK COUPLER VALVE COORDINATION OF ACTIVITIES WITH ALL AGENCIES AND OTHER PWP CLASS 200 PVC LATERAL LINE (SIZE PER PLAN). ELEVATION CHANGE -- PSI TRADES = ___= PWP SCHEDULE 40 MAINLINE- 18' COVER (SIZE PER PLAN). PWP SCHEDULE 40 PVC SLEEVE/ CONDUIT- REFER TO NOTE NO. 5 BELOW LESS TOTAL PSI LOSS 25.1 PSI 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND WATER METER BY DEVELOPER. DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE EQUALS PRESSURE AT HEAD 49.9 PSI IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ARCHITECT AND LESS PRESSURE REQUIRED AT HEAD 30 PSI CITY INSPECTOR FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. EQUIPMENT NOTES 1. LOCATE ALL SPRAY HEADS 6' FROM EDGE OF PAVING. RESIDUAL PRESSURE 19.9 PSI 7. THE CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AND 2. DO NOT USE FIXED RISER SPRAY HEADS IN TRAFFIC AREAS. METER SIZE AT EACH POINT OF CONNECTION AND MAKE FINAL S. USE 6' POP-UP HEADS IN SHRUB AREAS CONNECTIONS ALLOWING FOR POSSIBLE MINOR DEVIATIONS. ANY 4. USE 'VAN" VARIABLE ARC NOZZLES FOR AREAS OTHER THAN 90, 180, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OR 860 DEGREES. 5. SLEEVE IRRIGATION WIRING UNDER ALL PAVING. PROJECT LANDSCAPE ARCHITECT AND THE CITY, ANY SLEEVE LATERALS UNDER ALL PAVING 4 FEET AND WIDER (SIZE 2X PIPE SLEEVED). CONTINUATION OF WORK WITHOUT NOTICE SHALL BE AT SLEEVE MAINLINE UNDER ALL PAVING 4 FEET AND WIDER (SIZE 2X PIPE SLEEVED). CONTRACTOR'S RISK AND EXPENSE. 6. USE PCS PRESSURE COMPENSATING DEVICES ON ALL NOZZLES. 8. REFER TO DETAILS AND SPECIFICATIONS FOR INSTALLATION OF ALL COMPONENTS. VAL Yom' No. 9. IRRIGATION PLANS AS DRAWN SHALL BE CONSIDERED G.P. I. /GPH/ TEAL TSL' ,SIZE DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARITY ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 10. ADJUST ALL HEADS FOR MINIMUM OVERSPRAY ON ANY NONPLANTED AREAS AND COMPLETED COVERAGE OF LANDSCAPE AREAS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING CONDITIONS (USE VARIABLE ARC NOZZLES AS NECESSARY). SCALE: 1 "=20' Ol REV. PER CITY OF R.C. COMMENTS 02/18/02 REV.02/13/02 REVISIONS DESIGNED BY 1R11DSC,(/� MARK DATE BY APPROVED/RCE N0. DATE 1113i00 CITY OF ONTARIO * I I I I _ * I ,����� " �y LANDSCAPE � LAND SHEET 3 OF 8 CENTfRE CLUB �E D IAN E „DD 4T �4 � T FE E T �IEE:) IAN CONTRACT DRAWN BY M w � ARCHITECTURE PLANNING DATE 1/13/00 REVIEWED BY /� ..yy��..}� men iEL [ PHONE 949 . 937 . 5519 ACCOUNT DATE f /� E �� I E 4 G 5 O C ( A�� & �J'',' °A AaPROVED BY R. E7(PIItES DATE I �i� f C��T f O N i�� ��l , a 5-L CHECKED BY DS ACCEPTED BY � tC I J �c OF C�L1�0 DWG. NO. DATE 1/.13/00 GTY ENGINEER DATE PROJECT NO. 990520 --- 324Jv ' V� f OF 1 FOURTH STREET ��-0 c" SiGfIT DLSTANCI; SIGIrr DLSTANCF. X i n � l l / '^— i 1 ` Of 71 1 0 ' 9 . 68 I V . O,RRIDOR VIEW CORRIDOR x102 - . 45 _ . 9.11 UO _ �a 8 . � ( ) % ,� SYMBOL LEGEND CONSTRUCTION LEGEND U FIRE HYDRANT O COBBLE STONE PAVING PER DETAIL C SHEET 1 STREET LIGHT O CONCRETE CURB PER DETAIL E SHEET 6 MAIL BOX ® GATE MOTOR 4 2 _._ 58'� _ I 122'-0' 23' 141'-0' 24' 235' oe FOURTH S _ ., CO RETE "I c c TE 2 co,CRETE l •�--1`��; I _ice , 1, o --------- 30o ❑, ❑ HT Dt � CFO R. `( Cl G 11 II J ; IZ sxitiT visT� _ ---- - - 11 11 ice' It Ie CD x -- - LLI LLI Ltj SEE SHEET F�) POF,%, LEC;� ENID AND NOTES �REY. PER CITY OF R.C. COMMENTS 02/18/02 SCALE: 1 "=20' --- REV.oz1l3roz REVISIONS DESIGNED BY JN Q�� �" ti;� ; 'v SHEET 4 OF 8 MARK DATE BY APPROVED/RCE N0. DATE 1/13/00 CITY OF ONTARIO * It I I I _ , �� �� 3� a�9 ` LANDSCAPE LAN D CEIV I fRE CJ.._U �ED ( ,4I `� 144 PLANNING 4T �4 5Tf;P-.-..EET t*,-*lE1:) lAN CONTRACT DRAWN BY RA � � ARCHITECTURE DATE 1/13/00 REVIEWED BY /� S4 raa tiQ� 1 T E l E P H 0 N E 9 4 9 8 3 7 5 5 1 9 �L A I �T f NG �I AN ACCOUNT DATE f r /� E IR E 74 C C O C I A T E C I f r APPROVED BY R.C.L E ows DATE +-- DWG. N O. SSS 1-- CHECKED BY ACCEPTED BY I (�./ I �l J J J \ �� DATE 1/13,00 CITY ENGINEER DATE jE PROJECT NO. 990520 • W 04 FREET 11 t _",, J " - _ a U � AV AZ, L •� L •� � fr • CONSTRUCTION LEGEND •'► ��� 'yl ,• vi,i, II CO Qr Y �y��1 �• 1 '' Y �u r� �• rrt� 1� O COBBLE STONE PAVING PER DETAIL C SHEET I ? jj��t �� % O CONCRETE CURB PER DETAIL E SHEET 6 ��, •� ,�r�t�� ''.t. �� ,��' NO CLEAR ZONE •N� •� k;�W Its Y r CIO PLANTING NOTES • �1• I. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE �I ooh I • 'I •�,' �a CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND �,1 I Arp I .A10 &&A .�.,+:�••� SPECIFICATIONS. CONTRACTOR SHALL NOT PROCEED WITH WORK PRIOR TO CLARIFICATION BY LANDSCAPE ARCHITECT OR CITY INSPECTOR. 2. CONTRACTOR SHALL 15E LIABLE FOR REMOVNG AND RE-INSTALLING Parkway • Median ' IRRIGATION EQUIPMENT, AND REPLANTNG AREAS WHICH ARE NOT ' \ INSTALLED PER PLAN AND SPECIFICATIONS. V 3. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR UNACCEPTABLE DESIGN REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR REPLACEMENT ITEMS SHALL BE EXACT DUPLICATES OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED 8Y THE LANDSCAPE ARCHITECT. 4. GLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS LNLE58 OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. TREES YOUNG AND MATURE, SHALL PROVIDE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANTING LEGEND INSTALLATION OF ALL PLANT MATERIAL INDICATED ON PLANS, A CLEAR ZONE FREE OF BRANCHES AND GROWTH QUANTITIES INDICATED ON PLAN ARE FOR ESTIMATION PURPOSES FROM 24" ABOVE THE CURD TO 6 '6" ABOVE CURB: ONLY. SYMBOL BOTANICAL NAME COMMON NAME SIZE / SPACING QTY. COMMENTS SHRUBS AND GROUND COVERS SHALL BE SUCH THAT TREES (6P,4GING PER PLAN) THEIR ULTIMATE GROWTH HEIGHT WILL NOT• EXCEED 24". PLATANUS ACERIFIOLIA 'BLOODGOOD' ; LONDON PLANE TREE 24' Box 16 STD' u+ N.. MAGNOLIA G. 'MAJESTIC BEAUTY' MAGNOLIA 36' BOX 16 STD' • • ' r - MIN. TREE REQUIREMENTS ® TRACHEL05F'ERaf"1UM JASMINOIDES STAR JASMINE 5 COAL. 0 36' 516 PHORf1UM TENAX 'JACK SPRAT DWARF FLAX 5 GAL. 24 D G. 898 ALL TREES SHALL BE LOCATED A MIN. OF: R03MAR TA L RY 5 �0 -105 FROM BCR a STREET INTERS. PITTOBPORUM TOBIRA 'CREAM DE MINT' Nz.N 5 GAL. 0 24' OAC. 331 sem, 10' FROM LIGHT STANDARDS 10' FROM FIRE HYDRANTS a. rk�t 5' FROM SIDEWALKS, DRIVEWAYS, AND BLDGS. 5' FROM EDGE OF STORM DRAIN 4' 6" CLEAR ZONE 10' FROM WATER AND SEWER LINES NOTE ALL PLANTER AREAS SHALL RECEIVE A 2' - 3' LAYER OF 'WALK ON' MULCH TO BE INSTALLED PER SPECIFICATIONS SYMBOL LEGEND a 24" •��� ' �..e o FIRE HYDRANT STREET LIGHT Parkway Median . MAIL BOX ADEQUATE DESIGN ® GATE MOTOR NOT TO SCALE AREA O F CONCERN CRY OF ItAMCFfO cucARlAOAI(iA FSE Clear Zone for Medians and Parkways INTERSECTION IV SCALE: 1 -20 LINE OF. SIGHT DESIGN " 1 REV. PER CITY OF R.C. COMMENTS 02/18/02 REV.02/13/02 � � NUJCq - REVISIONS DESIGNED BY 1+ SHEET 5 OF 8 MARK DATE BY APPROVED/RCE N0. DATE /13/00 CITY OF ON T°R l0 _ �,' �� �°� �, LANDSCAPE LAN D Ifu C NT E GLU5 MEDIA �• �{ 4T � 5TREET � EEDIAN CONTRACT DRAWN BY I3A N uRF � ' ARCHITECTURE PLANNING DATE 1/13/00 REVIEWED BY DATE iEIEPHONE 9 � 9 . 8J1 . 5519 FLANTING FLAN ACCOUNT _ CHECKED BY DS �.�► APPROVED 6Y acE EXPIRES DATE DWG. NO. I��S L- ACCEPTED BY DATE f vF C Fn DATE 11131CITY ENGINEER PROJECT NO. 990520 ' 4•' .• .`s'- 3.;;� 1'c ,' -., `',• Ills...' —Imp w .. ; ` -,f. * 'f a 1'.•a Y' v14" }r' ,{t � �I•' • d d' ( -,£; . - - :;t a• ".rr .. .. ' .. ._•...�... .+.. ,', 'Sr i•h:-/,•.'�'�rV:Y .�,1y, PUN rr++L•� 'Y r�aK ir'-a'� , ..Y�7F� T':r ,F . •{ .: i ��-;.�,. 'ON S' ANDAR DFLAWING Of ONTARIO STANDARD DRQ WING CITY RQ �..._ CITY of ONTARIO STANDARDS. .-flRAWIN 11 Q , � , � • i,. - t �. k1.F T' �•''ti.'�!,�.r}K •�:r,:•.� •*•-'.]. c�,Ir .�juJ-':tW . ^';T. % .5 ,: _ fir - .i - . �,_ - . - 'a. 1,5,'�l` .j'4�C+CC�a. '�'. �'-J .T!'SS'h '��•. •l. � .a,i �..:r' �� ' i••r� r j r.'7` f ..., a y. i. `. .�.s' ,y.(+. q. ,' �v'fir'ti.:i 'w Yi ?, `;,... ••�1,, 'i ..', ++r�.., +, F+.q� _ i. ' ! .. *iv �E r. 1 •.. s, y.: y '.a. ?s ^a'. . :'y. '.r' .i1• .•i' .11. 1 ✓�_\ ;��-�:r,.` dry• 'l►i 'S �. 11 , .,. s „ "M MAN OF O.O. T+ *.OR P(ANTm pm (P� �; i � i I, 11`'• ,- ' '� 'fir.' a, ` �, r �: ;-t' ., . ,a MOTH Jr ':' ':I •-, •, j - .. .. r - I•k.,r ' •y .�'f-: 3y t rC r .^ �'•`•o: *sf`: a � �,. .. v wotcATEo aw ► ! To.,Wk itNcrolur+'noct� t 4 I a,9 AT DEP'TM3 Sfr10C><M RAT •`': + . • STONE SURfArCEFROM r.. y + w tri.► PRE AILrM r nmmHw AT A 2X • '1 t Or 1'. ��'' .�........ ! , v Y-r TO 2 1/'Y OK if 10' Lr m GOOOt rm "k sum pRema 710M 1/Mr SW OF1�•.0�1AtQW MI= AT TOf OrPOM `r Y• s • AOOT8AL1, (2 REOUMtM) YIT.• TME MC# SECUK 1 :t. , Itul '• ROCt( 00881E SMRALE r •+ TO 1x0001: POW MA'M 4AL�1MM r 4IM I Wim,» M _ z-cw"at TIES CAN BE UStD M1Th! sFEc�. CAL141HM SCREIMB. op M rVAM &MMM I ,CARiP1r slDks Alb ROTAOM MULCt1 em 6" mmm swum R 2 4 6 16 IOF PLAWIW PC 2 TMtES THE ORIGNAL WLY M TJ' ARM) 4' 8A10 BI►SE COMPACT bQl M AOORBA1,l DO&C Ett ' 3'p 12' 24' SOL TO 9% F�1 ORAOE• 4'/ 16' 32' r NOTES: _ = -• AMDOM 6ACWU Alb 1 ROCKS SFM1.t, Y[ "1�t GAS RIVER P1AKiiNG TiIOL� ' AS REOMM I 2 %Q0%w". 4krlf�lM m MRM SAomi Ow •SWAGE. � � - - AND NO 1M�OR TRACT OP Olt VM Qf.M'08tf1 - AOC16All. ��� 3 ALL'ROCKS ARE TO K'OTrR�1tS _ :.' �: � • 80ULDW SHALL 8E SAN CABRUM My R TYPE BOULDER% SMOOTK WATERWASHED. � 11A1� S — - - OREY-Ni m MM NO MkM FRACTUMS. ALL BOULDERS SUTUM TO APPRO�fAL, OF - : .- _ - - _ SiOEt Allp iGTTOM _ THE cmr. 4 PRovoc r LwL Cowcam 9" Aomw% r m - KAWM ALL TREE'S AAE TO BE ' PL4NTED 10' R. � • 2 TO 2 1/2 TWO THE 0R**6AL NTS Nn. i MTS MOOTS NrS r or*" * �Sw1 0. pwa Oro" %f Q 1 O. ft" . • apw% M ft%' 1lM ti Q Pwot _ um C>�skoi Mc Q ►was Oob 00~.NN APP1104�tD K CA ck IV: Ar +1 0. /w" 0060 0"0.""' � � Cb**" yr sm � Ore 4*"" APP'ii0= Wf ' � tip Oe+ OoM J�tt110 APPAOtiEO � ., _ SHRUB DETAIL BOULDERS COBBLE STONE PAVING. _ _ � DOUBLE STAKING OF TREE ]DETAIL CITY of ONTARIO STANDARD DRAWING CONCRETE HERDER MM '+ JO*M AT 5'-0' O.C. (FLAT F.C.) (PROMOS TURF) F*M CRAOE 11 -} 03 oO US REQ' OOMPACTEO StJb t4K ' 11- 6•. ACCEF FOR CON TION F ONTARIO PUBLIC ACILIT!PS D_FVELOPMENT NOTES: 1. POURED CONCftW HEADER SHALL 8E FORMED ON 807H SOB M M St�WIN STEE1. TROVO FOMSH ON THE TOP AND 3/4' RAMA EOCES. 2. TOP OF HfAM SHALL of Is AMC FiM9H ORAD AND txIR1U SMALL, BE UNIFORM AND FREE Ftp WW Z 3. 0' Mw. CONCAETE MOw sW IS REOUMtM ON ALL Kgm FAp Mj) ON Ou 4 y - . ^ CONCRETIE ' MOW SJL`RIP , l.t. f •' t. t L. t ` Rold lid .1101 VISIONS DEsioNoa 0Y �+ _ ff B �►� .� .. CITY OF ONTARIO � i�T : —DRAW BY •#,t iAl o s c .f � E r a - 5TREET MEDIAN s�Tfi cF' 41 :� C-1IIE9T.YI PtANM11lC OATS 3/bQ REIAEMED BY s } r. A . , i; CHEOU By 93o+►s 1AT :: t� A�.' T CONTRACT PJC- Ef;P.%NE )4S_50 ' � •. TEk��01�f14!'. .fi'>1! F� ��i1VT��������r�1*ATION ACCOUNwm ACCWM BY T � ,, •r QATT I&I/M. __..,._.., COTY FR DAs t. ' !' •� MP t ,)Mi, Nnr IBC , .� ._.._ .__--_._, ---'—'- ----- r _ , _..._;w. � t .7i�JJ •W. J' - --_. __r-r— _'--- it' , r • - `' •• _ �,,.J i, . . - rte. „_ r }-.• - ,.. . _ 1 , \.`, '., STANDARD DRAWING # . ONT10 STANDARD ORAVI( 1G C1 of ONTARIO {: �'?►IN of ONTARIO STAG, FM NG4 ` ,. .. ")4�a/Fl„ ••7 / 1rj ? .1 I,r. M .` :,, ;� r r�l ' • •.r: - ^' r •r: .•,. ; ; .t�r�, ,1Jif` �Y •�.lT'�'�J. .�l � ' - ', _ �.. _ -� rlti . ��':. LQ -.��~;E • r i r 'L t • �y• i. •t.: •• .)•. +.JJr Y'r';• •t ti• r•{ •„/'�r,. •%`•��!... •�„+ ;'� .. ,. '• : � - )i�I E. WEA r , t •1 • r 1 h a I, C .. . ry •i l �LIDim to T O. G r .41 *A& WDM U” EEC. � 1 pip 1 V. 1rrRt ' P'01-I0 Ipk KAC[ AT a11A0t ,•. Pblliti�lOM ', � ,•> ELEVATIONpill , ° °"�` 00m W” wow POEM iSASE wVS QM{6t1E MQtO 0H � ro IMIKp� i1RElT EIL. • Mme[ - Tl" P1ACD 3/4. OONDUff V. 3 FMBSH WAK Moot M. Nqq 40 ra aw w� m _. OF SE�V1a _[ tN11CAw1t 1v' k � SOH �,0_►MC M'IPIl M. No. • MAft +s em, Too ;• • , ,•.: i AS Amu= CON. gut , ii�Ma ipt' s0 I � I � SmEa {/MAMA , • .. . ppb E P11C wftIE! --WONL W[ Lim i X11` +. � ,r z•���. �, s ` A16 IMM M LAMM LK ft cow- UAWSON MO FMC MMS KOM MRAt� QOimm a WAS 1 NIII+I� to MOM sm : .. MOTE: Swul C OIX 0" '' 1. PRIM" MOW" 1100 A$ REQAUm l•If CODENOTE awa t' . r ¢s 90 SWEEP ElL ' . t�claatow �. s Z. STROMOM EMDLCSIME OR «c#bg9 M $Mo A 10 A004 OWL swummIL EQUAL IS KOU11RED ON ALL T: � swo"'lu. 1l Mim IS MK PI161JC VA"m PA 'L3i QS ' L 0 X""at ALL 004 NTS NTS 3• �(Dcol SOL ca awt 16'1�IM NTS `M p" IAPJ m Mtalmupa Ris�aw1,a lona pro" M a 1 oma► syr Rar + a Pwocc�.o«+r a Dote 0o;oOw.I994 APPROMo rr Chaos sr. a Pww aa. SVIem►a.1864 APPROVED &IDosom %r 1 frla •n+ a POP" Isom Pwa Doiftubw.1"s '- BACKFLOW. :'PREVENTER_.__._ NOW • _ . POP —HEAD . _ PIACEMENT - UP HEAD ASSEABLY AUTOMATIC CONTROLLER DRAWING ' CITY of, .-ONTARIO STANDARD' 'DRAWING { CITY of ONTARIO STANDARD DRAWING j CITY of ONTARIO STANDARD DRAWING CITY of ONTARIO STANDARD . CITY of ONTARIO STANDARD DRAWING � . 1 1/Z• OR s' METER WISTMASO ly CRY SmENALK AS WiSUM 6lq M /36 METER em (05 9W FOR 2• METER ,/�• PER Poor ! SECTION , VW °iC'�'`0 a V. ' OR APPWKII EQ A,) 1W 2 PIECE METER READING LIDS i pMsfl.q a vla. W1= � � OONA�7E rttSEltTS) { '• R� w� ' 6' ROIM� QRfEl1 EQUAL SPACER PWE (SUPP'tUED 8Y CRY) PIE si=E PLASTIC VAIa+[ OOx © : 1 1/2• 20 Ua Olt STAMP wo•a•• IN Y LETTERS tool SHALL K I of WAF Olt _ p0i1PAiCT ME* BAIGKF>LL • SPAC04 LMII3 (TVP3 . PWT WLK.SOX L& ! . IMS Ki Y ABOW F.41I amm. nAm VALK ON AS 0" 00" VALVE I W1TERiAL• Nh1 MItTOf OR MIlYSE1! QII N0. w AfWAt PER SPECS. MUM GRADE • ss 1 i ftT I�1AM4Y pl Pp QA+lsltr '• Z. 1M ON STI111P UV." ON UD • — -- — 3 SET RAW w/FA. M IM ARIA. ( CURE, wiAt1(• EEC. • fa. LATEAK, UNI 4 SET r ABOW VA IM , w. 1►MC UN 4400® Wd ' F>IM GRADE Allfh MAN LME Aorw+roa• •,oNEx mat umFORD """ " Plow •• ' NK CffV= STOP 4"••1427-f OR. IS-6" (Sir ts-m FOR 2 METER) S APPROVED EQUAL- OR APPWNM EQUAL """ 4 r cavcUl BRASS NIPPLE, LENM TO K SET VE1CAl _1 I RTr_ AS REOU11RED. f1NISt1ED GOA E. ` r MOL 0" PEA M44L 17JPVI.' CLASS 160 •'tti. T[w1+►ThE �oc.�nor+ cu- 6LE0Nc�tH AS NECESSARY FOR } AOCa>h41i 100 WE - -BLJYA 3i 1 SERVK:E SAOOI•E • ' : - CAPE VALUE r � 6AASS I�P'lE. 41M1. Pvc PIAN • ♦E •' _ • r �l i.��..{• .f''(r`T.',► ••fftll 1 PW � 40 TEE OR iii IW 1 "V• PIPE , '�. ' : ,. r.'�; ;� { `�a•` �--• PREF YAM+! PVC MAKINL LME •t , LAM fo ELL, TALL 1 � ...1.•.,� '' • .`'�� � '� '�'� �' M•• SONES 4-41 CORP. STOP 1 .x.• 'y ;lLi ;:�� t;�' +:, , TO 11104 oR APPW#W EQUAL. � � 46 ELOEPIK --PMC MALE AD�APTOft, TWO PLACES, i 1 1/2" Ac 2 SERVICE 24� �/t� TYPICAL INSTALLATION — TAPE w1RE� ' - sTANILEst sTEa CAST ICON UAW NOTE; A SERVICE SAwLE MAY 9E am= { Al IW MREIt'�ML;. I 1 CU. FT. MIN q' PEA GRAVEL sm t>SED ON STEEL WATER W`II1S LOOP AT EAGI.00N wEt ,h1 CORP. STOP w uEu Of OIWG o1r+E-witf i PRO�OC t�-+N+ai E�coa A�c�P 11gCT10W trAll[ 4FOR CO OR APPROM EO"- COUP1.0a , A1rq �' CNIINOE. WN Moog OF 11ETflt 900( TO KG►T1:0 lOPf1OVft A SUFl1CIM t1E110R11 © LOCAM 4' 6f3" 60" OF WAX NOTE Ax I" vm To I Awow. wM " + • FOR MWAUK AWA+CEIQ To cam• 1. L*j= Pa" AREAS ALL LINES t 14AWt aolOJcr TO 9L elf0uo►rt I NOTC: � i FON-i R��N . TO T1� $Ui1rAa MKIliOUT � . PVar 1fAM1 LSiE it IRC VE.LO � ANG 4. GAN OF CURB FOR s1DEV" , was vvtt• OE SIM W/ IwAt�• IM p�Pwm " } LIC F aCI��j'�S CF- tw BACK TO Rro►a Of wY►1►. NIILESS SCHM 40 PVC PIPE. we W PIPE T*•. w►aic • � K oEPn+ of s4• C � OTHERWISE SPECPM03• t M13Tl�t•lr 1 .a►. FT. a PEI►a�lclr Q , I 3. GAMLL w/t' SMM 6EWW ASO 3• L� b"I'M MAIN CONNECTION ; $"I BE suPna QY i SAKI now. ; I UY AMID VT TAN T>}+E•cxrY AT Tll[ � � ; 4. POWDE SU OM PACr" By I ' EXPEIa umxss ousufam f : Meow" YAMPw4 Ot1AC'ES. NTS RUM "AM 9M SfRv10E NTS Appi�llEO. i ! KS ' �PAoPExnr uwt AND CAI / Mlwlaw x' o,.,.� y: Mr+++.� a For" OMvw e� a Pw� ,• per, ►�! Pmt onr� ere MIy«+oAt �.Ih , ,, . a Pwade APPA01Ep C �. yr a Pwo O+a040", 6" ' ' O+a oolbbK. !64 AP►AQi1tD 6T Da 0►#�. � �'K prww, a Pws � c...l� � a � 1 • VALVE ICK COUPLERQGATE WA ocwbw.104 . rQ• U VALEWIRE SECTION LEC •:' LPA VICES , PIP .. ..��a - ' _. - • r1'' 1/2 & 2 WATER SER , ,; 1 A M 0 71►F REVISI�3NS o B1r •� .--. .— ', a s 1 A M D C A P E { CITY OF ONTARIO , * d4TH 5TREET MED- AN T�Acwu�c' >AI►TE rr APP'R EO/ACE N0. DAT[ " .T �L UOr . ' - C II I T f C T E ' l A N iI I M 101% oY w. `: ►.�;. ;: , : �,; 3 =YEis��srs s��,�1T.ss�s PL,4hltl�iCs/I 1C���'IC�N Ac GATE:�. M-- ' 1 4Z!;-,z ; ;, ►«� .� •� DWG No• : D AIL5 ._- - . __ _ _ -- IRRIGATION B. BAGKFILLINN6 B. QUALY CNTROL ITOOUSN�RVATION 5E3UENGE5 ARE A5 FOLLOW(, D. BACKFILL MIX FOR PALM`S SHALL BE WASHED PLASTER SAND. ( REFER 20. WATERIN6 0) BAC.IKFILL MATERIAL SHALL BE APPROVED SOIL. UNSUITABLE 1. TESTIN9 OF MAIN LINE PRIOR TO BAUKFILLIN9, 150 PSI FOR 4 TO DETAIL) A. IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED BY H05E I. SCOPE MATE=RIAL IMNGL UDIN9 CLODS AND ROCKS OVRR I' IN SIZE SHALL HOURS. CENTER FILLING OF MAIN LIPS SHALL BE ALLOWED. E. THE PREPARED SOIL SHALL BE UNIFORMLY BLENDED IN AN AREA IN A MODERATE STREAM IN THE P'LANNTIN9 HOLES UNTiL THE MATERIAL FUR?N15H ALL MATE=RIALS,Ef,1IPMENT,SERVICES,SUPERVISION. 19E REMOVED FROM THE PREMISES AIO DISPOSED OF LEGALLY AT 2. IRRIGATION COVERAGE TEST PRIOR TO PLANTIN9, BUT AFTER FINISH ADJACENT TO THE PLANTIN9 WORK AND SHALL BE ACCURATELY ABOUT THE ROOTS 15 COMPLETELY SATURATED FROM THE BOTTOM TO THE TRANSPORTATION APD LABOR HECA!55ARY TO PERIFORM ALL IRRISATION WORK NO GOrT TO OWNER. 6RADIN5. PROPORTIONED USINI& A SUITABLE ME,ISURIN6 GONfPROT T THE HOLE TO THE TOP OF THE CROTID. COMPLETE, INGIUDINIG BUT NOT LIMITED TO, SERVICE MAN)ALS RECORD (2) ALL BAGKFILLINS SHALL BE DONE CAREFULLY AND SHALL BE 3. PLANT DELIVERY APPROVAL IWA.UDINS LINERS, FLATS,CONTAINER EXCAVATED 501L SHALL BE REMOVED FROM SITE. PROTECT THE MIX FROM B. PLANTS ION S ALL13CANNOT A WATERED EFFICIENTLY OF A WITH THE EXISnN9 DRAWIN95i L005A EGUIPMBNfI 6UARJWTF$NIATSRIALSr ANO INSTALLATION PROPERLY COMPACTED FOR APPROVAL PURPOSES. PLANTS AND BOXED PLANTS. WATER UNTIL IT HAS BEEN PLACED IN BACKFILL AROUND PLANTS. IRRIGATION SHALL BE WATERED Tl MEAJNS OFA OFTEN (5) DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A 4.PLANT PIT LOCATIONS,DEPTHS,APD BACKFILL MIX IINCLUDIN9 F. SOILS TESTING G. APPLY AL R IN S IL Co NlPI QUANITITIES, AND K EPT13J A5 2. D12AWINN85 AND SPEGIFIGAlIONS MINNIMUM COVER ABOVE THE TOP OF THE PIPE. SEE IRRI&ATION LAWN AREAS AND CONSTRUCTION ITEM5 PRIOR TO PLANTiNS. THE CONTRACTOR SHALL HAVE AGRONOMIG SOILS TESTS PERFORMED BY ALL TIMES AND SOIL GC><DITIONS REQUIRE, O KPS THE DRUID NET AT A THE INTENT OF THE DRAWIMN9r AND SPTEGIFIGATIONIS !S TO INDICATE LEGEND. 5. COVERAOE TEST AFTER PLANTING,BUT BEFORE THE MAINTENANCE AN APPROVED SOILS TESTING LABRATORY AT THE FOLLOWINS TIMES ALL TIMES, WELL BELOW THE ROOT SYSTEM OF 9RA55 AND PLAITINS. AND INTENT O A COMPLETE AND EFFICIENT _ATlIO 5 t IRRITATION G. PVC, PIPE PERIOD INCLIVINNG CONTROLLER SEC,YIENGINS. _UPON COMPLETION OF ROUGH ORADINNG,BURINS INSTALLATION OF CARE 15 TO BE TAKEN IN WAT3RIN&SLOPES 50 AS NOT TO GAU5E SYSTEM. (1) PVC, PIPE SHALL BE SNAKED IN A?,N WHICH WILL PROVIDE b. COVERAGE TEST AT ED OF MAINTBNAiO.E PERIOD INGLUDIN9 IRR(&ATION SYSTEi1 AND PRIOR TO ANY PL_ANTIINB. EROSION DAN1AE�E. B. PLOT DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL GAREfIJLLY FOR EXPANLSION AND CONTRACTION AS RI�LOMREDED BY THE PIPE CONTROLLER SEQUENGIN6. -AFTER APPLICATION OF RECOM7�DED SOIL CONDITiONER5(PER D. FOLLOWIMN9 THE Pl_AINTINNG OF GROUND COVER PLANTS IMMEDIATELY GHHSGK AFD Vl3RIFY ALL DIMENN5IONNS AND SHALL REPORT ANY VARIATIONS MANUFACTURER THE LANDSCAPE ARC.HITEGT RESERVES THE RIGHT TO WAIVE,SHORTEN OR FIRST SOILS TEST) AND PLANTING BUT PR10R TO BE9INNING OF AND T HWATER BY THE IRRIGATION SYSTEM,OR BY A SLOW R TO LANDSCAPE ARCHITECT. (2) ALL PLASTIC, TO METAL JOINTS SHALL Be MADE WITH PLASTIC LENGTHEN EACH CONTROLLER STATION OPERATION DURING HIS MAINTENANCE PERIOD. UNNING& HNO��05E E SPRAY.RAY. G. DUE TO THE SCALE OF THE DRAWIMiGS, IT f5 NOT P�SIBLE TO MALE ADAPTORS,UNLESS OTIERN5E 5HOHN IN DETAILS. OBSERVATION VISITS. CONTRACTOR SHALL INCLUDE PRICE OF SOILS TESTS IN BID. INt�IGA1TE ALL OFFSETS,FITTINGS,ENG,WNI.H MAY BE 5LSC,ETO (3) THE JOINTS SHALL BE ALLOWED To SET AT LEAST TWENTYfOUR MIX BACKFILL IN ONE CENTRAL LOCATION NOT AT EACH PLANT SITE 21. A. C,O INS BASINS CONTRACTOR SHALL OFFSETS, (ETC, W,H THE BERIUGT IRE AND (24) HOURS BEFORE PRESSURE IS APPLIED TO THE PVC, PIPE UNLESS OTHERWISE APPROVED. A 517E SHALL BE PRE�5ELFGTED BY 12. FINISH 6RADIN6 A. GONSTRIIGT A FIRMLY GOMPACTT3D MOUND OF SOIL AROUND EACH TREE CAONTfD CONDITIONS,SHAAFf6GT1NB ALL HIS, WORK, AND PLUM FMS WORK (24) HOU. OWNER FOR STORAGE OF IRRI8ATION EGOPM ENT IN CONNTANER5. WEN PRELIMINARY 6RADIN9,(INCLUDING WEHDINNG AND FEiRTILIZING) HAS AND PLANT TO FORM A WATITRINS BASIN AT THE ED6E OF AND FOLLOHNN6 ACISHEID DAFF AIRF ALL HI , P K, AND RAN AND INDIGATiVE (4I MAN LINES SHALL BE TESTED IN PLACE BEFORE BACKFILLINNB OB5EiRVAT10N REPORTS SHALL BE MADE FOR EACH V15IT BY THE Bi�N COMPLETED AND THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY THE SHAPE OF THE PLANTINS PIT AREA, hYOUNDS FOR TR1�5 AND FOR A THE WORK TOR INSTALLED.APE THE WORK SHALL o INSTALLED IN THE FOR A PERIOD LL NOT ESTEE95 THAN FOUR(4) HOURS AND SHALL SHOW LANP5(_-APE ARCHITECT AND ONE COPY EACH SHALL BE SUBMITTED TO WORKED,ALL LAWN AND PLANTINNG AREAS SHALL BE 6RADED TO THE VINES FROM 5-GALLON OR LAR6eR GONTAINE25,SHALL BE AT LEAST 4- OF DIRECT AND WORKMANLIKE MASER 50 THAT C.ONFLIGI'S BE11^EEN NO LEAKAGE OR LOSS OF PRESSURE. DURING THE TEST PERIOD, OWNER AND CONTRACTOR ELEVATIONS INDICATED ON THE DRAWINIGS. GRADES NOT OTHERWUSf 5PEC MOUNSH FOR ALL OTHER . EXCAVATED VINES OR PLANTS NOT OTHERWISE SPRINKLER SYSTEMS,H PLANTING E M ARt.HNT 0 THAT FEATURES WILT DE MINIMUM TEST PRESSURE, AT THE HIGHEST POINT OF THE SECTION G. WHERE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARC.HNTEGT FOR INDICATED SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE SPEGIFIID SHALL BE AT �' HIGH. EXCAVATED EARTH, IF CAPABLE OF AVOIDED. MIMMI TESTED,SHALL BE 150 HE HIGH PER POINT Jc INCH, GENTEEL of ABOVE OBSERVATIOWAPPROVAL PURPO`Se5 WHEN JOB CERTIFICATION ELEVATIONS ARE GIVEN. MINOR ADJUSTMENTS OF FIN15H GRADES SHALL BE RFTAININ9 WATER,MAY 19E USED. ANY 5ET`LE ENT WITHIN THE BASINS FBEINSILLING S PIPE LENGTHS IS ALLOWED. 15 REWIRED BY A LOCAL AGENCY,THE CONTRACTOR SHALL REMAIN MADE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, AT NO ADDITIONAL RETAINING WATER SHALL BE REFILLED TO THE REQUIRED 6RADE WITH 3. SERVICE MAINUAL5JMIATS lAL5 LIST (5) AFTER ALL MEW SPRINKLER P1PiN6 AND RISERS ARE IN PLACE SOLELY RESPOWNEILE TO PROVE JOB GERTIFIABL E TO THE LANDSCAPE COST TO OWNER. INTOPREAR® SOIL,AND ADDITIONAL REST R STHE MIA ED SAWONDIVU5T ION— IJ A. IC>rITRAGTOR SHALL FURNISH OHNE N MANIAC TO OWN3t THE AND GONCGT9,ALL TEGE55JJZY WORK HAS BI�FN GOMPLE 7137 AND ARCHITECT, INCLUDING THE LANDSCAPE ARCHITECTS TIME AND EXPENSES INTO THE SURFACE AS REQUIRED 6 RESTORE THE F LIED CONDITION— MANUAL MAY Be LOOSE LEAFED AND SHALL CONTAIN COMPLETE EXPLODED PRIOR TO THE INSTALLATION OF SPRINKLER HEADS,CONTROL VALVES TO BE BILLED AT A RATE OF M15OOA4;L. FINISH 6RADE SHALL BE A SMOOTH,EVEN AND UNIFORM PLANE WITHOUT B. REFIOVR BASINS IN PLANTER AREAS AT THE TIME OF MULCH DRAWINI55 OF ALL EQUIPMENT INSTALLED SHHOWINIG COMPONENTS AND SHALL BE OPENED AND A RILL HEAD OF WATER USED TO FLUSH OUT IN THE EVENT CONTRACTOR 15 NOT READY FOR OBSERVATION AT THE ABRUPT GHAN9E OF SURFACE. SOIL AREAS ADJACENT TO BUILDIN55 SHALL INSTALLATION. CATALOG MERS T06ETHER WITH THE MAu%WAGIURSR'S NAMAID ID THE SYSTEM FOR A MINIMUM OF FIVE (5) MINUTES. AFTER THE AGREED UPON SCED HEDULTIME,THE CONTRACTOR SHALL BE RE5POMSIBLE BE GRADED (�% MIMNJ TO ALLOW A NATURAL RUN-OFF OF WATER AND IME ADDRESS. ADDITIONAL SHEETS SHALL COVER OPERATION INI5TRE1GT10NL5 SYSTEM 15 THOROUGHLY FLU5H8D,THE RISERS SHALL BE GAPPED OFF FOR ALL EXPENSES INCURRED BY THE LANDSCAPE ARCHITECT AND/OR ajRFACE DRAINA6E SHALL BE DIRECTED A5 INDICATED ON THE DRAWIN&5 BY 22. REDWOOD HEADER INSTALLATIONTERM ADDRIE EM. AD TO BE UOER7S SHA L COVER OP(RATIO KMIOWLEDGE. AND THE SY51191 PRE55LURE TEST® OTHER COLSULTANT'S AT A RATE OF *'75.00A*L PORTAL TO PORTAL. REORADIN6 SURFACES TO FACILITATE THE NATURAL 'RUN--OFF' OF WATER A USE ONLY APPROVED MATERIALS (REFER TO DETAIU B. CONTRACTOR SHALL I'URINISH A MATERIALS UST TO OWNER FOR (b) AT THE CONCLUSION OF A SYSTEM PRESSURE TEST,THE HEADS D. PROVIDE THE FOLLONNS EXTRA EQWP1fNT TO BE SUBMITTED TO THE 6RADIN5 SHALL BE DONE WEN SOIL 15 AT OPTIMUM MOISTURE CONTENT FOR B. STAKE ATA MAXIMUM 4a' ON CENTER APPROVAL PRIOR TO START OF WORK. SALD LIST SHALL CONFORM TO SHALL BE INSTALLED AND TESTED FOR OPERATION IN ACCORDANCE LANDSCAPE ARCAT9GT FOR FINAL APPROVAL PRIOR TO THE START OF WORKIN5. G. LAP STRAIGHT SPLICES A MINIMUM 24' IN LENSTN. LAP CURVED iANGE STANDARDS AND DATA A8 SHOWN ON DRA 1495, OR IN WITH DE5I6H RE-GUIREME NTS MINDER NORMAL OPERATING .:ESSURE MAINTENANCE. SPLICES A MINIMUM '36' H LENGTH. PE LE9EMD AND DETAILS. GOMNTRACTOR SHALL VERIFY HEAD PRESSURES NTH PITON TUBE AND 13. t-ETtIOD OF PLANTING AND WORK PROCEDURE D. GN1T10N, DO NOT ALLOW HEADER PLACEMENT TO INTERFERE WITH 4 RECORD ADJUST VALVE TO CORRESPOND WITH DESIGN PRESSURE, I. SIX POP-UP BODIES AND FOUR OF EACH TYPE OF NOZZLE A. NO PLANTIN9 SHALL BE DCkE UNTIL ALL OPERATIONS IN ARAN �'�' S /t CONTRACTOR SHALL PROCURE FROM OWNER A SEPIA NiYLAR OF THE CT) CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO FTC&MRED. CION.-UNCTION WITH THE INSTALLATION OF THE 5PRINCLER SYSTEM HEAVE E. ALL RAV, CS,BREAKS,SPLITS AND WARPED WOOD SHALL BE REPLACED BY SPRINKLER LAYOUT AND MARK THE EXACT 'A5 BUILT• C,Ot. ETA N'D OVAL OF TEST, IF CONTRACTOR 2. TWO KEYS FOR CONTROLLER D00R BEEN COMPLETED,FINAL SRADE5 HAVE BI-N ESTABLISHED,THE PLANTINS CONTRACTOR AT NO EXTRA G05T TO OWI Ei2 INNC,LLAINiS LOCATIONS OF ALL EGa<1iPTENT INSTALLED. LOCATIONS SHALL BAC.Y.FIL.LS TRENGHIN9 PRIOR TO PRESSURE TEST,THE CONTRACTOR 3. TWO KEYS FOR ENGL05URE LOOK. AREAS HAVE BEEN PROPERLY GRADE AND PREPARED AS SPECIFIED, AND 23. T. ST/dCIN6 SHALL BE RESPON5IBL.E FOR ALL DHREGT AND INDIRECT COSTS OF 4. FOUR QUICK COUPLER KEYS AND HOSE SWIVELS. THE WORK APPROVED BY THE LANDSCAPE ARCHITECT. A. STAKE ALL NOPREPA D HOLE AT TIME VI O IT 1(NIB BY PLACISOLID NG 13E SHOWN FROM EA5ILY IDENTIFIED PERMWNENT FEATURES 5" A5, S. CERTIFICATIONS B. THE RELATIVE P054TION OF ALL TREES AND PLANTS 15 SUBJECT TO STAKE IN THE PREPARED HOLE ANO TAKE B IT 12' INTO SOLID GROUNID. BUIL.DIN99 AO WAL.IK5. THE 'AS BUILT' DRAWINS'.5 SHALL BE DRAFTED LAJV i►NG IT RK FOR PROPER ADDITIONAL AND OBSERVATION THE BY IN INC EMPIAYINIB A COMPETENT DRAFTr.�MANI AFTER FINAL INISPECTiON LANDS.�GAPE ARGHITEGT AT NO ADDITIONAL G05T TO THE OWER PRIOR TO START OF MAINTENANCE WRITTEN CERTIFICATIONS APPROVAL BY LANDSCAPE ARC.HHTECT AND OWNER AND THEY SHALL, IF PLANT THE TREE AS GL.OS.�E TO THE STANCE A5 POSSIBLE AND BEFORE END OF NIANTENUNNCE AHTSPERIOD L FINAL PAYMENT, THE HYLAR D. INSTALLATION OF RINE-TINE PVC PIPE SHALL BE SLIMMI I I TO THE LANDSCAPE ARLHITEGT FOR THE NECESSARY,BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. L6445 " N9 H T ROOTS. FASTO T TRIS TO THE OTTANI END OF STAKE (I) EXCEPT AS MAY BE NOTED IN OTHER PARTS OF THE FOL.LOH114% G. ALL PLANTS SHALL BE RB-40VEV FROM THEIR CONTAINER AND SET 50 B. TR1B=S•a56, BOX SIZE LARGER TSHALL BE IMMEDIATELY GUYED SHALL Be DELIVERED TO LAOSSCAPE ARCHITECT. SPECIFICATIONS OR ON THE DRANNOS, INSTALLATION OF RING-TITS THAT, HI-EN SETTLED,THEY BEAR THE SAME RELATION TO THE REQUIRED B. CONTRACTOR SHALL FURNISH AND MOUNT A CONTROLLER CHART WITHIN PIPE AND CONNECTING FITT1NCvS SHALL BE OUTLINED IN MANUAL AS A QUANTITY AND QUALITY CX`GOMTfftLIA,L FERTILIZER AND AFTER PLANTINNS WITH NOT LESS THAN THitlB= GUYS PER TRJ�. (ice ORGANIC FERTILIZL3R. GRADE THAT THEY BORE TO THE NATURAL_ GRADE BEFORE BEING THE IN54DE LID OF EACH CONTROLLER. THE CHART SHALL BE REDUG® FURNISH® 13Y PIPE MANUFACTURER,OR AS SET FORTH BY THE JOHNS- TRANSPLANTED.BA Aq= EACH PLANT SHALL BE PLANTED IN TNTHHE CENTER OF THE TO DETAIL) APD SEALED IN PLASTIC,. VALVE SEGLIWAN6 AND MAIN LiNES SHALL BE MANVILLE COMPANY MANUAL M2-62A. THIS SHALL INCLUDE, BUT B. QUANTITY AND QUALITY OF ALL 501E A/E�bMEMS GALLED FOR PIT AND BACKFILLED UNLESS OTHERWISE L BE U ED, FOR BA CFILLI RED C.ORREGT, COMPLETE AND EA51LY UNDERSTOOD FOR FINAL APPROVAL NOT BE LIMITED TO, THE INSTALLATION OF THE PIPE AT THE BY PLANS AND SPECIFICATIONS. SOIL. NO SOIL IN MUDDY CONDITION SHALL N USED FOR BAGKFILLINIS. 24. ESPALIERING OF VINES INC,Ll"H5 SEASONALLY REWIRED WATER PERIODS. PROPER DEPTH AND THE CORRECT LOCATION OF CONCRETE THRUST NO FRAME POLL BE PERMITTED PROPAROUERLY TRUNKS OR STEMS. ALL BROKEN ALL TS SHA IS AND STAKES ARE TO I R1-MOVED FROM PLANTS, AND UN G. C.ONTRAGTOR SHALL SUBMIT CONTROLLER CHARTS TO LA05C,APE BLOCKS OF ADRGUATIE SIZE. CONTRACTOR SHALL MAKE AVAILABLE OR FRAYED ROOTS SIAL BE PROPERLY GUT OFF. PLANTS SHALL BE FASTENED AND TRAINED A6AIMSt HINGES OR WALLS UNLESS AtRLkHIIEGT PRIOR TO END OF M1AIN7EiNN/NGE PERIOD. THE SERVICES OF THE MANUFACTURERS REPRESENTATIVE AT THE b. MATERIALS D. LAND�rGAPE ARCHITECT SHALL APPROVE THE PLACIMN6 AND PLANTING OTHERHISE APPROVED BY 1}E LANID��GAPE ARCHITRGT. REFER TO DETAIL. START OF THE INSTALLATION AJD DURING C.ONSTRIUGTIOMI PLANT MATERIALS INDICATED ON THE DRAWN65 AND HEREIN 5PEGIFIE D OF ALL PLANTS. 5. LOOSE EiQUPMfNT (2) EACH LINE SHALL BE TESTED AT A PRESSURE OF 50 PSI GREATER SHALL CONFORM TO THE fOU.ONN5, E. IN THE EVENT THAT UNOERGROUIO GONSTRUGTICXN WORK CX2 25. MI_CP C40OF L.005E SP'RINKLUNS 1'SC�IPI`-N , OPERATING KEYS AND SPARE PARTS POLL THAN THE MANUFACTURER'S REGOM-END® WORKING PRE55URE FOR A A. NOMENCLATURE - PLANT NAMES INDICATED ON THE DRAWNS6 CONFORM OBSTRUGnON5 ARE ENGO"YFZ=D IN THE PLlNTIN45 OPERATION, WILD CONTROL MULCH INSTALLATION SHALL CONSIST UAP O OR BE FRNU5H6D BY THE CONTRACTOR IN Gt<IAJNTiTiE5 A5 SHOWN ON PLANS PERIOD OF FOUR(4) HOURS,WITH THE COUPLIN&S AND CONNECTIONS TO "STANDARD PLAINT NAMLES' ESTABLISHED BY THE AMERICAN JOINT ALTERNATE LOCATIONS FOR PLANT MATERIAL POLL BE SELECTED BY THE 3SUPPLIED BY' THICK RIBBON LA44PSCAPE TEDIUM GRIND' WOOD FIBER MATERIAL EQUAL TO OR OR IN SPEGIFICATIONLS. EXPOSED AND WITH THE CENTER OF PIPE SECTION SUFFIC,15 TLY COMMITTEE ON HORTICULTURE. EXCEPT FOR NAMES COVERED THEREIN, LANDSCAPE ARGHITEGT,AND PL.ANTINS COMPLETED AT NO EXTRA COST TO CALIFORNIA.(7 4)6355-3GG6 OVER ALL PLANTER (AREAS. SUPPORTED AO Fil I TO HOLD PIPE IN PLACE. THE E5TABLI5HED CUSTOM OF THE NURSERY 15 FOLLOWED. a ISR b. E. c B. CONDITION - PLAITS SHALL BE SYMMETRICAL,TYPICAL FOR VARIETY SUBMIT SAMPLE PRIOR TO PtURLHIASE AND FOR LAND��GAPR ARGHITRLT'5 A. THE ENTRE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY (1) ALL NOZZLES ON STATIONARY POP-UP SPRINKLERS SHALL BE AND 5N'EGIE5,SCDlIO,HEALTHY,Vi&ORO115,FRS FROM PLANT DISEASE, 14. PLANTING OF TREES APPROVAL BY CONTRACTOR A5 TO MATERIAL AND WORgANSHHIP, TI6HTBED AFTER IN5TALLATIOK ALL SPRINKLERS HAVINS AN INSECT PESTS,OR THEIR£68�, AND SHALL HAVE HEALTHY,NORMAL ROOT A. POSITION PLANTS IN PLANT LOCATIONS INDICATED ON DRAWINGS AND INY.LL RT S><TTL IVB T DAC.IR AS T AREAS IAL A GRADE FOR HI PERIOD ADJUSTMENT HTE" SHALL BE ADJL15TE7 ON A LATERAL LINE FOR THE SYSTEMS, WELL FILLINS THEIR CONTAINERS,BUT NOT TO THE POINT OF SECURE APPROVAL BEFORE EXGAVATINS PIT5,MAKING WCE55ARY 26. IN ADDITION T IN ONE N YEAR FOLLOWING THE DATE E FINAL AC.CEPTANGA OF THE PROPE=R RADIUS, DIAMETEUR AND/OR 6ALLONAFiE PER APPROVAL OF THE BEING ROOT BOUND. PLAITS SHALL NOT BE PRUNED PRIOR TO DELIVERY, ADJUSTMENTS AS INDICATED. F ADDITION R ANY OTHER CERTIFICATES SPECIFIED, M TRACTOR SHALL WORK OWER MAY EXERCISE OPTION TO FINAL A PART OF FINAL PROPER ,PE RADIUS, PI ELT. EXCEPT AS AUT}10RIZED BY LANDSCAPE ARCHITECT. IN NO CASE SHALL B. ALL PITS FOR TR1 E5 SHALL BE DU6 SCWARE WITH BOTTOMS LEVEL, FURNISk A ,GIU I,MTY WITH EACH F MATE R.I OF BULK MATERIAL,STATINS PAYML'fNf UNTIL THE ONE YEAR PRODUGTAr10RlQ1AMSFNP 9UARANTI'E HNAS (?� SPRINKLER HEAD5 AND Rl5ER5 SHALL BE INSTALLED AGC.ORDINS ME5 BE TOPPED BEFORE DELIVERY. THE LJ=N6TN OF SIDES AND DEPTH EQUAL TO ONE AND ONE-HALF TIMES THE SOURCE,Ci THE SY AND TYPE R MATERNAL AND THAT THE MATERIAL PAYI`l AD FROM DATE OF FINAL AGGEP'TAJNC.E. TO DETAILS FOR FINAL APPROVAL. G. DIMENSIONLS - THE HEIGHT ANO SPREAD OF ALL PLANE MATiBRIAL THE DIAMETER OF THE TREE BALL. GOMPACTED SOILS AT SIDES ANDELAPGOMFORNMS TO THE SPEGIFIGATION REQU)IREMEVTS. FOR BULK DEiIVER87 B. F WITHIN ONE YEAR FROM THE DATE OF GOMPLET►ON SETTLEMENT F. VALVES SHALL BE MEA5URE3D WITH BRANGHEN 5 IN THEIR NORMAL POSITION, AND BOTTOMS SHALL BE L005EMM BY SCARIFYIN9 OR OTHER APPROVED ORSANIGER FERTILIZER THE CERTIFICATE SHALL ALSO STATE THE VOLUME, OGC.URS, AND ADJUSTMENTS IN PIPES,VALVES AND SPRINKLER HEADS OR (I) REMOTE CONTROL VALVES SHALL BE ADJUSTED IN ORDER THAT A SHALL BE AS INDICATED ON THE DRAWINGS. THE CALIPER OF ALL TRE155 METHOD. PITS SHALL BE BAGKFII I WITH "PREPARED SOIL' TO THEIR NET WEIGHT,PERCENT OF NITROeEN AND PERCENT OF PH05PHOR C ACID. PAVING 15 NEGE55JrRY TO BRING THE SYSTEM OR PAVING TO THE PROPER UNIFORM P15TPJBUTIOW OF WATER 15 APPLIED BY THE SPRINKLER SHALL BE H-EASURED 4' - O' ABOVE THE SURFACE OF THE GRDUND. R£-Gat11R137 GRADE,AND THE BALANCE OF THE PIT FILL® WITH 'PRI�ARED FOR EACH FERTILIZER AND HAIL BE FURNISHED IN CONTAINERS,A SIMILAR LCVH� OF THE PERMANENT BLADES,CONTRACTOR, A5 PART OF THE WORK HEADS TO THE PL..A TINS ARIAS FOR EACH INDIVIDUAL VALVE WERE CALIPER OR OTHER DIM1E�,iIONS OF ANY PLANT MATERIALS ARE SOIL',THOROU6HILY SETTLED BY WATER APPLICATION. (RE=FER TO My PEIIGATE OR INVOICE SHALL ,H FURNISHED STATING TOTAL ATIES HAL LJfDfR OF HE PERMA SHALL ADIT ALL ADJUSTMENTS AS WITHNOLUT EXTRA H 5Y5TB1. OMITTED FROM THE 'PLANT LEGEHO, IT SHALL BE UDERSTOOD THAT PLAITING DETAIL5 AND SPAGIN9 DETAILS) BY WEIGHT AND VOLUME FOR EAGFI MATERIAL. THESE O THE START SHALL COST THISO OWER IN,T,SKNG THE:RESTORATION TM ALL DA OUT (2) QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12' FROM THESE PLANT MATERIALS SHALL BE NORMAL 'AMERICAN NURSERY`?-V4;' G. SET PANTS IN CENTER OF PIT, IN A VERTICAL POSITION 50 THAT BE 5UBF11TTEi7 TO THE LANDS�GAJ'E ARCHITECT PRIOR TO THE STAdRT OF THE COST NO,PAVING U OTHER E RESTORATION O ANY KIND. WA6K GUR85,HEALVES SHALL L E PAVED AREAS WERE DESIGNED. STOCK FOR TYPE LISTED. GROWN OF BALL WILL BE LEVEL NTH FIN15H 6RADE AFTER ALLOWING FOR MAINT9JANC.E PERJOD. S R.A.D ANY DIVIND L OR DEVELOP WITHIN THE SF ANY 9UARANTEE 1A TO (NRS,HE ANION DETAIL. D. INl5P1FGTION - ALL PLANT MATERIALS MUST HAVE BEEN PREVIOUSLY WATERING AND SETTLING AND SHALL BEAR THE SAME RELATIONSHIP TO PERIOD YNFNIC.H OWNER FE!"i5 MAY PJC DllC TO INJRRIOR MATERIAL AND/OR (3) NO CONTROL VALVES OR GUGK COUPLERS SHALL BE LOCATED INSPECTED AT THE NURSERY BY A STATE OR COUNTY HORTICULTURAL THE FINISH BRAVE THAT IT DID TO THE SOIL SURFACE IN THE Tl. PROTECTIONLACTO PERS P*Wf,H THESE PEELS SHALL EJ>E N� ERIO TMA RIAL ANBD IN TURF AREAS WITH10l)f PRIOR WRITTEN APPROVAL OF THE DEPARTMENT, AND SHALL BE SUBJECT TO THE INSPECTION ANO APPROVAL CONTAINER CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS BY CONTRACTOR TO THE SATISFACTION Of OWNER AT NO ADDITIONAL COST LANDSCAPE ARGHITEGT. OF THE LAO��GAPE ARCHITECT BEFORE PLANTINIG. D. PLANAR! L)S'RES�_>ED WATER BASIN AS NDE AS PLANT BALLS At EACHOVAL INCLUDED IN THE CONTRACT, INCLUDING PLANT MATERIALS,FENCES, TO OWNER WITHIN o HOURS TI WRITION NDTI W INY.RT 40 ANY AID F. VALVE BOXES E. PLANT LIST - 15 INDICATED ON DRANNGS AND LEBEMO. PLANT. WATER THIOROUGHiY, BACKFILLIMN6 ANY VOIDS NTH ADDITIONAL SUPPORTS,ATG.,UNTIL FINAL RE E NTATI.E OF THE WORK BY THE LANDSCAPE ALL OTHER DAMAGE HOUSED BY SUCH DEFECTS. FAILURE Of CONTRACTOR N VALVE BOXES SHALL BE SET ONE INCH(i') ABOVE THE DESIGNATED F. SIZES OF PLANTS - SHALL BE AS STATED ON THE LEGEND. PREPARED PLANTING MIX. ARC HITEGT AMD OWNERS REPRESENTATIVE. TO RESPOND IN A nM�Y MANNER TO REPAIR DADA CONDITIONS, FINISH GRADE IN LAWN AREAS AND THREE INCHE5 (3') ABOVE HAVCONE OMINER STOCK t1 - GALLON,5 - FALLOW AND 15 - FALLOW,SHALL SHALL PROMPT OWNER TO REPAIR SAM! AMD DEDUCT COSTS OF LABOR FINISH GRADE IN 6RCOV COVER AREAS. HAVE BEEN BROH^N IN THEIR RESPECTIVE CONTAINERS FOR AT LEAST ONE 15, FLAVINES VINES, SHRUBS AND 28. MAINTENANCE MATERIAL A►D EG1tIPM8NT U58D FROM CONTRACTOR'S FINAL PAYMENT. (2)VALVE BOXES INSTALLED /EAR WALKS,CURBS, HEAD£R90ARD`, (t) YEAR BUT NOT OVER TWO YEAS. A. VINES AND SHREUBS SHALL $E' PLANTED PER DETAILS. C.OMIPACTED AND PAVANS SHALL ABUT THOSE ITEMS. TOP SURFACE OF BOX SHALL 6. SUBSTITUTIONS - SUBSTITUTIONS FOR THE INDICATED PLANT SOIL AT BOTTOM OF PIT SHALL BE LOOSENED AND THE PIT FILLED NTH A. C.ONTRAGTOR SHALL MAINTAIN A SUFFIGIBNT NUMBER OF MEN AND 1. MATERIALS BE FLUSH WITH ITEMS LISTED ABOVE. MATERIALS WILL BE PERMITTED PROVIDED THE SUB5TITVT7r MATERIAL5 'PREPARED SOIL' TO THE BOTTOM OF THE BALL. WHEN THE PLANT HAS ADEQUATE AQUI oRK A PERFORM THE WORK HEREIN SPECIFIED. PLANT A. PIPE AMO FITTINGS C3)VALVE BOXES SHALL IS EDINSABOVEALLED IN SHRUB PLANTERS,NOT IN ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARC.HITEGT AND THE BEEN PROPERLY SET, THE PIT SHALL BE FILLED TO THE REQUIRED GRADE MAINTENANCE WORK SHALL CONSIST OF APPLYINIO HHERBIGIDES BY A N BRA55 - BRASS PIPE SHALL BE MPS 5TANOARD WEIGHT D5% RED MRF AREAS WENEVER POSSIBLE,UNLESS OTFERWNfSE APPROVED IN 5UB5TITUT10NN5 ARE MADE AT NO ADDITIONAL G05T TO OWER EXCEPT NTH "PREPARED SOIL' AND THNOROIUGHHL Y SETTLED BY TAMPfiNG. (REFER CERTIFIED SPRAYER C.ARINNB FOR PLANTS, INY.LIAINS BRAES. FITTINGS SHALL BE POTHf STANDARD 125 POUND CAST WRITING BY THE LANDSCAPE ARCHHIT5CT. FOR AUTHORIZED VARIATIONS, ALL SUBSTITUTE PLANT MATERIALS SHALL TO PLANTINNS DETAILS) SHRUBS AND TRI=ES,CONTROL 6, AERATING AND MONN6 OF L15. BRONZE THREADED FITTIN9S. H. AUTOMATG CONTROLLER LOCATION AND INSTALLATION CONFORM To THE REXIRJrM-B OF THESE SPECIFICATION. IF THE B. PREPARE A DEPFZE55ED WATER BA-51N A5 WIDE A5 PLANT PITS AT FERfILIZINHO AND CONTROL OF WEEDS,L BE AND DISEASES. l."?) PVC, TIRECONDUIT - FI THAT (5 USED FOR CONTROL WIRES SHALL (I) THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE ROGATION ACCEPTED SUBSTITUTE MATERIALS ARE OF A LESSER VALUE THAN THOSE EACH PLANT. WATER THOROUSHLY,BALKFILL149 ANY VOIDS NTH B. DAMA9E TO ANY PLATT® AREA SHALL BE REPAIRED IMMECOIATa Y. BE PVC, CONDUIT 5GHEMJs 40, TYPE 1220. ALL WIRrS UNDER SHOWN ON THE PLAN,VE FY EXACT LOCATION OF CONTROLLER NTH INDICATED OR 5PECAFIED,THE CONTRACT PRICE WILL BE ADJUSTED IN ADDITIONAL PREPARED H'LANTIN6 MIX NTH T. PSOIL CAUSED BY VARIES TE FOOT TRAFFIC SHALL O FILLED PAVING SHALL BE INSTALLED IN PVC, GOMNDIIA OR bLES UN A5 LANDSCAPE ARCHITECT PRIOR TO INSTALIS�TION ACCORDANCE WITH THE IPROVI51oN5 OF THE CONTRACT. G. 6ROUND GOVH3t5 NTN TOPSOIL, LeVEi l3D AND REPLANTED. EXTERMINATE ALL RCDDBNTS, AVIV 119 IN BE INS AD LAGENO. (2) ALL LOCA- AND OTHER APPLICABLE CODAS SHALL TAKE PRECEDENCE H. PLANTS NOT APPROVED - P'LANT'S NOT APPROVED ARE TO BE REMOVED i. PITS FOR FLAT SIZED PLAITS TO $E AT LEAST 4' X 4' X 4'. AND REPAIR RODENT HALL 13 IMMEDIATELY. (�3) PVC, NORPIAL IMPACT PYP-BeE E 12]O (TVG SGFYDULE 40 80) IN CONPEGTINNS THE 120 VOLT ELECTRICAL SER/IGE TO THE FROM THE SITE IMM®IATELY AAD REPLACED NTH SWTABLE PLANTS. 6ROUNG COVER ARES SHALL BE MOISTENED PRIOR TO PLAITING. NNO G. THE ENTIRE PROJECT SHALL E MAINTAINED FORA PERIOD OF E (AV TYPE II GRADE I NIGH IMPACT PiPE. CONTROLLER IRRIGATION CONTRACTOR SHALL PROVIDE POWER TO THE LANDSCAPE ARCHITECT RESERVES THE R16W TO REJECT ENTIRE LOTS FLATTED LINER,OR POTTED PLANT5 SHALL BE PLANTED IN DRY DAYS ETED o THE FROM THE TIME ALL 1E13�f5 DS WORK HAVE BEEN (A) OUTSIDE RIVETER OF TYPE SFV�LL DE THE SAE SIZE A5 GONTRfOLLER AND SHALL COMPLETE HOOKHIP TO CONTROLLER OF PLANTS REPRESENTED BY DEFEGTNE SAMPLES. SOIL. COMPLETED TO TNR 5An5FAG RIT OF THE LANDSCAPE A'STA T AND IRON PIPE. (3) THERE SHALL BE SHALL COVERAGE OF 501E (18'CONTMINKROLLER. OVER 2. SET PLANTS IN CENTER OF PITS 50 THAT CROWN OF PLANT HILL BE CONTRACTOR HAS REC.ENVE3D WRITTEN NOTIFICATION FOR "START OF (G)PIPE SHALL BE MARKED AT INTERVALS NOT TO EXCEED 5' THE 24-VOLT CONTROL PORE. INSTALL WIRE IN MAN LINE TRENCH T. iFERn FI ERS AND SOIL L AM:N OMS(FOR BID PURP0ANT ONLY) LEVEL NTH FINISHED GRADE TO 5 SETTLING of SOIL, TIMI THE PR MANGE'. WITH THE FOLLOHINS INFORMATION MA44PAGTURERS NAMY, AND TAPE TO SIDES OF MAINLINE AT 15' INTERVALS. SEE DETAIL. SAMPLES O, ALL SOIL OENDM N 54 `UN AND PLANTS SHALL BE SUBMITTED BACKFILL AND WATT i BE TO ROOTED DETAIU D. THE ALL TIM T SHRILL SCARED FOR IN A NEAT ER GLEAN CONDITION NOMINAL PIPE SIZE,PVC, TYPE AMD GRADE ANE. 1220) 5�R 1. CONTROL WIRE FOR I}SPEGTION AND STORED ON SITE UNTiL THE FURNISHINIG of 3. FLATTED PLANTS SHALL BE h�L ROOTED NTH PANNIERS AT LEAST 4' AT ALL TiMf5 TO THE SATISFACTION of iNE OWNER AND LAMOSGAI'E WITH LOCAL MAIL RATING GLA56, NIX APPROVAL AAO COMMERCAAL STANDARD N ALL IS TRICA_ EC,R/1PMEW AND PORINS SHALL COMPLY MATERIALS 15 COMPLETED. DELIVEtY MAY BEGIN UPON APPROVAL OF BUT NOT MORE THAN b' IN L@HETI. ARGHIIT_GT. DESIGNATION C,5 256-60 APD STATE CODES AND BE INSTALLED BY THOSE SKILLED AND 5AM11PLES BY LANDSCAPE ARCHITECT. 29. LAWN MAINTENANCE (b) PIPE SHALL BE MARKED AT INTERVALS WITH THE FOLLOWING LI.BNSAD IN 11f TRADE. A. OR&ANIG FERTILIZER MAY BE PROCESSED SEWA&E SLIA6E NTH A Ib. TRESS OC.GURRINS IN 1lJ^IN IFIPESH LL (NOT TO D AT I N IER M 5 HIT CTHE FO NW'Y, (2) GONJrECTI IN AND RADE.NS OF WIRE AT THE VALVE OR IN THY MINIMUM GONTRNT OF 1% NITROGEMN APD 2% PHH05PHIORIG ACID 5IMILAR TO A. TREES OCOARINS IN LAWN SHALL BE PLANTED BEFORE FINAL A. WAIRRINS - WATER AVERY DAY ONCE P� DAY FOR TWO WEEKS AFD NOMINAL 512E POG TYPE AMD 9RADE(IU°„EVIG 1220) SDR FIQD SHALL BI MADE U51NN6 RAN BIRD PEN-TINE GOhOEGTOR5 OR 'NITRO�JM)5'. METHOD OF PROGE55IN9 SHALL NOT DESTROY NORMAL PREPARATION OF TH05E AREAS. PE RP*EEK. Z GRADUALLY REDUCE ONTIN E TO OF NTAIN AHE TO THREE TIMES RATING GLA55, NSF APPROVAL AND COMMERCIAL 2 0)STANDARD EQUAL. BACTERIAL CONTENT. B. ALL TREES SHALL 1'!E INSTALLED WITH BARK PROTEGTION DEVICES AT PER WEEK. CONTRACTOR SHALL CONTINUE TO MAINTAIN THE LAWN UNTIL DE5HGNATION 65256 b'SI C5)EQUAL. ('3')FEET LONE PIG-TAIL HIRE SPLICES SHALL BE ALLOWED B. NITROGEN STABILIZED SAWDU`'T SHALL BE BULK NTH THE THEIR GROWN. (REFER TO PLANTING DETAIL) FINAL ACCEPTANCE B1 THE LANDSCAPE MAL) T T AND OWNER. ('E)PVC, TYPE I SHALL NOT ) THREAD® ONLY AT 1500EE FT. INTERVALS. THE NRE SPLICES SHALL L FOLLONNS NITROSEN GONTEN T BASED ON DRY WEI6HT, B. FERTILIZINS - APPLY 12-12-12 (BEST OR 6QUAU AT THE RATE OF (1')PVC, FITTiNGS SHALL Be PVC, TYt°7^ II,SGHi'�Dl1LE 40} QiGLO5ED IN A VALVE BOX NTH COVER IMPRINTED NTH THE OS% FOR REDWOOD SAWDUST Il. CARE OF PLANTS BEFORE AND DURING f'L AiNTIMNS S POUNDS PER I DOI SQUARE FEET THREE WEEKS AFTER INSTALLATION LETTERS ,�,. O.7% FOR FIR SA HDUST A. PLAITS SHA,L L NOT BE ALLOWED TO DRY OUT BEFORE OR WHILE 5T, AND WATER V PES C40N THEREAFTER (e) SOLVENTROVE SHALL BE MfiS GRAY NSF APPROV® A6 M J BArGLETOW PREVENTION UNITS 1.0% FOR BARK OR PINE BARK OR MIXTURE PLANTED. KEEP EXPOSED ROOTS MOIST BY MEANS OF WET SAWDUST, PEAT G. N5TALLAEASES ARID PEST CONTROL - TR RCA)R AFTER APPROVAL OF l_AN AIT SHA BY INDUSTRIAL NSF A HE?WIGAL SARVI.E GARDENA (1) THE BACKFLOW PREVENTION UNITS SHALL 8E INSTALLED A5 SHOWN ON SALINTY - THE SATURATION EXTRACT CONDUCTIVITY SHALL NOT MOSS OR BURLAP AT ALL TIMES DURING PLANTING OPERAnON5. DO NOT IMS ck)RCU C APPLY A S PER LAR MERCURIAL FiJNGI III E OF IL% AM. FC,TURE OR EGN1AL. PL AIS AND DET RFV B UNITSi-OH PREVENTION UNITS SHALL BE EXCEED 35 MILLIOHR�fS/GM AT 25 DE9R13:5 G. EXFV5E ROOTS TO THE AIR EXCEPT WHILE REINS PLACED IN THE 6f2OUND. MfRL11R0U5 GH-OLIVE A5 PER NMNIFAGTURER`5 REGOM�ENDATION. (W GA I ON SHALL BE ALIZEfl IN HAFDLIING TYPE i PiPE DUE INSTALLED PER LOCAL CODES IWAADINS CERTIFICATION. G. GOMM•EfRCIAL FERTILIZER SHALL BE DELIVERED IN SACKS OR CONTAINERS WILTED PI-WIS IN OR OUT OF CONTAINERS, HILL NO BE ACCEPTED AND D. M Ie+4T - (TALL FESCUE LAWNS) - THE LAWN SHALL H MOWED AT A NTH THE MANUFACTURERS LABEL S ONN9 WEIOW AND ANALY545 SHALL BE REPLACED AT THE C,ONTRAGTOR5 EXPENSE. HEIGHT OF 2• NTH A ROTARY MOVER EGiJIPPSD NTH ROLLER BEFORE TO THE POSSIBILITY OF CRACKING,OR OF SPLITIIMG WEN ATTACHED TO RAGE SACK OR CONTAINER- B. EXISTINS PLANTS, WHERE INDICATED,SHALL BE PROTECTED IN IT RJ=ACHES 3' IN HEI6HT. COLLECT 6RA%GLIPPIN&DURING MOWNIN5 DROPPED OR HANGLBD CARELESSLY. 9.OBSERVATION/CERTIFICATION, (I) WHEN CONNECTION IS PLASTIC TO MYTAL,MALE ADAPTORS A. ALL OBSERVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT PLliC.E. DAMIA&ED,OR DESTROYED PLANTS SHALL l'JE REPLACED IN OPERATIONS AND REMOVE FROM THE SITE. AFTER EACH GUTTA SHALL BE NEED. THE N1AlJ� ADAPTOR SHALL BE MiANO AL C>WERS ONS SHALL LBEDE By CONTRACTOR SHALL REGNUC-5T INSPECTION 8. REIDHOOD HEADER MATERIAL DUPLICATE SIZE BY THE CONTRACTOR WITHIN 4WD HOURS AFTER EBBE ,W THE GRASS SHALL BE MAINTAINED - A NEAT AND UNIFORM LINE. SHALL BE , ED.LUS ONE TURN ,&D A STRAP L^R BE JOINT AT LEAST TWO REPRESENTATIVE.WORKING DAYS IN ADVANCE H THE TIME INT(NSP ICT A. CONSTRUCTION 6RADE HEAMIR MATERIAL SHALL BE ROUGH SAWN NOTIFICATION BY THE OWNERS REPRESENTATIVE. THE l-AN ED6E5 SHALL BE NIAINTAINNI3D NEAILY AT ALL TIMES. COMPOUND SHALL BE PERMATIX TYPE II, 15 REGUESTFD. REDWNOOD. REFER TO H PLAN. (S) RING-TI1TE PVC, PIPE B. RE37Wi00D SPLICES SHALL BE A MINIMUM 24' IN LEN61H. 18. SODDED LJJ^N 30. 6�ROUNDC.OVER AD SERINE AREA MAINTENANIGE (AJ ALL PIPE INDICATED ON THE WORCMiG DRAWINIG5,SHALL BE G. NAILS SHALL BE GALVANIZED 60,8D OR 120 BOX. A. CULTIVATE ALL LAM AREAS TO A DEPTH OF 12'. ROCKS AND A. WATERING - NEW AFTER (NST SHALL BE WATERI3D ONCE PER DAY FOR GLL PI% I60 P51 PVC, OR WTH ,SIAL TR D. REDWOOD STAKES SHALL BE EITHER 2 X 2 OR 2 X 3 BY Ib' LOINS. DEBRIS LARGER THAN I' IN DIAMETER NIGH ARE BROUGHT TO THE TWIG R WEEKS AFTER INSTALLATION. REDUCE TER THEREAFTER F EVERY JOINTS. 9. STAKING MATERIALS SURFACE BY CULTIVATION SHALL BE REMOVED FROM THE 51TE, IF OTHER DAY FOR THE NEXT TWO(2) WEEKS. WATER THEREAFTER THF2JB= ('!3) ALL RNS-TINE JOINTS SHALL E! SEALED WITH ROVER A T1Z1 STNCIN9 SHALL BE AS PER DETAILS. GIA nVATION DOES NOT BREAK LUMPS,A SPIKE TOO11i HARRCJW SHALL BE (�) TIMES PER HUK UNTIL FINAL ACCEPTANCE.(3) WEEKS A R1Ni R AS PROVIDED BY THE BESEALE J WIT ALL PIPE JOINTS B. TIES FOR NOLDINLS TRt�S SHALL BE A5 PER DETAILS. PULLED D!!I-H►D A MFY�►Ad11GAL S�DEiR OR TRACTOR. B. FERTILIZATION - FERTILIZE THEE (3) WE HCS AFTH2 PLAITING SHALL PROVED FOR EXPANNSION AND GONTRACTiON G. TRIS 8VYING 5AHLL BE A5 PER DETAILS. B. PRESENT TO BE PLANTED 1500 SHALL BE FINISHED SMOOTH TO NTN 5 POUNDS 12-12-12 (BEST OR EGUAU PER 1,000 SQUARE FEET; (G) THRUST GLOVED SHALL BE NO AND -O TRACTED FOR PRESENT A NEAT AND UNIFORM GRADE PRIOR TO INSTALLATION THE FERTILIZE AND PEST C40 TROL THIRTY (30) DAYS. PROPER ANCHORAGE AHO DURABILITY OF THE RED TINE PIPE. 10. GRADING AND SOIL PREF ARATION LAWN BED SHALL Be INSPSGTED BY THE LA CSGAPE ARCHITECT TO G. DISEASE AD PEST CONTROL - FOR CONTROL OF SLUGS AND SNAILS, (RSR TO DETAILS) A. CONTRACTOR IS TO FINISH GRADE TO HITHIN I/IOTH OF A FOOT DETERMINE SUITABILITY FOR PLANNTINO PRIOR TO SODDINS. CONTRACTOR APPLY PELLETIZED TRIGALGIUM ARSINATE 5% BY WEIGHT AND B. SPRINKLER HEADS BELOWN THE TOP OF PAVANS WERE PAVANS EXISTS PER DETAILS. SHALL OBTAIN SUCH APPROVAL BEFORE SODDIN9. METALDBNYDE 5% BY WEI6HNT A5 PER NIANUFAGTUR CO RF-GOMR-7ENDATIONS SPRINKLER HEADS SHALL BE A8 SHOWN ON PLANE B. M015TURE CONTENT - THE SOILS SHALL NOT BE WORKED WEN THE G. ALL SODDED AREAS SHALL 13E THI0ROU6FULY WATERED AND FERTILIZED TWO (2) WEEKS AFTER PLANT INSTALLATIONS. FOR CONTROL OFAS G. VALVES MOISTURE C9NTIX-NT 15 SO GREAT THAT EXC.E5SIVE COMPACTION WILL PRIOR TO INSTALLATION OF SOD. LAWNS ARE TO BE KEPT C.OtMN000SLY PER MAN'!S AND OTHER SOIL Ii ENIP S,APPLY METRO BRAND TER DLIV T N REMOTE CONTROL VALVES - ELECTRIC RE10TE CONTROL OC.Cm AND NOT WEN IT 1550 DRY THAT DUST POLL FORM IN THE AIR MOIST BY IRRI6AnN6 AS OFTEN A5 RE%3 UIREP. PER MAJiTIONS. THIS REC.OMMENGATIONS TWO(2) WEEKS AE AN PLANT VALVES SHALL BE A5 SHOWN ON PLATS APO DETAILS. OR THAT GLADE HILL NOT BREAK READILY. WATER SHALL BE APPLIED IF D. ANY LAWN AREAS THAT DO NOT SHOW A PROMPT GATGH OF 6RA55 pHoSpLOROT S. THIS PRODUCT GONTARS DIELDRIN,t LINDANE AND (.`�SATE VALVES - APPROVED BATE VALVES SHALL BE AS SHNOWN NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING FOR SHALL BE RE-SODDED AT TEN DAY INTERVALS UNTiL AN AC.GtPTABLE PAHA% 'HOROTHIOATR. EXTERMINATE 60PHHET25 AND MOLES AND REPAIR STAND OF 6RA55 15 ASSURED. ON PLANS AFO DETAILS. SIZE APO L�PC.ATION SHALL DE A5 PLANNTINNG. D. PRUNING - ALL SHRUBS AND TREES SHALL BE P1NGH PRUNED A5 G. PRELIMINARY 6RADINNS - PRELIMINARY ORADINNS SHALL BE DONE IN 19. HYDRO-5l�DIN6 NEGE55AvRl' To BRCOURA&E NEW 6ROWTH AND TO ELIMINATE RAW 5UCKER IND11CATED ON(3)QUKC. .K OUPLINg VVAA,LVES - (IJI,K COUPUNs VALVES SHALL BE ��T� 5" A MANNER A5 TO ANTICIPATE THE FINISH 6RADING. EXCESS SOILS A. SLOPE ARE-AS, REFER TO PLANTINS PLAN AND SLOPE MIX PE51645 GROWTH. Do NOT BALL SHIRLIB5. OLD FLOWERS, AND DEAD FOLIAGE AND INSTALLED AS INDICATED ON PLATS AD DETAILS. ALL GUI.K COUPLING VALVE I. SCOPE SHALL BE REMOVED OR RIDISTRBUTED BEFORE APPLICATION OF FOR TYPES AND AMOUNT OF SiBD5 TO BE USED. ALTERNATE SEED MIXES LINBr. c�.l� BE {EH.lpVED. NO MAJOR TRE PRUNINS SHALL BE DONE KEYS AND Hi05E IC,ATE SHALL BE A S DE ILS. AG GIU C 11f G>LUIGK THE WORK OF THIS SECTION INCLUDES ALL LABOR,MATERIALS AND FERTILIZER AND MULCH. WHERE SOIL 15 TO BE REPLACED BY PLANTS MAY BE USED ONLY UPON APPROVAL OF THE LANDSCAPE ARCHITECT. WITHOUT THE APPROVAL OF THE LANP5C,APE ARCHITECT. CONTACT COUPLERS. EC,IJIPMENT REQUIRED To COMPLETE WORK INOIGATED ON THE DRANN66. THE AND MULCH,ALLOHANC.E SHALL BE MADE 50 THAT WHEN FINISH ORA,DING THE DES46N M SLURRY MIXES SHALL BE APPLIED BY AN APPROVED LA1.D50APE ARLHHITECT 46 HOURS IN ADVANCE OF ALL PRUNINS PE=RIODS. D. AUTOMATIC CONTROLLERS AND STEEL ERK.LO°SURES WORK SHRILL BE PE:RFORY-W IN ACCORDANCE NTH THE BEST STANDARDS OF HAS BEGAN, THERE 5HALL BE NO DEFICIEN CY IN THE 5PEGIFIHD DEPTH HYDROMILGH COMPANY. DESIGNED SLURRY MIXES WILL BE EITHER FOR E. HEEIt IN& - ALL PLANTING AREAS INCLUDING LAWN AREAS SHALL BE AUTOMATIC CONTROLLERS AND STEEL ENCLOSURES SWILL BE AS SHOWN ON PRACTCP FTLATI46 TO THE VARHOU5 TRADES AND UNDER THE C.oNnN om OF MULCH IN PL.AKnNS BEDS, IRR&ATS OR NON-IRRIGATED SLOPE CONDITION (REFER TO PLANS AND KEPT HEED-FREE AT ALL TIMES. WEEDS SHALL BE DUO OUT BY THE PLAHNIIS AND PETALS. SUPERVISION OF A COMPETENT FOREMAN,CAPABLE OF INTE'RPRETIN&THE D. WEDINS - BEfORE AND DURIN9 PRELIMINARY AND FINISH 6RADIN9, SEED MIX DESIGNS) EACH CONTAINER OF SLURRY MIX SHALL BE APPLIED ROOTS AND DI5P05ED OF SITE. E CONTROL WIRE FOR RCVS DRAHN9r AND THESE SPECIFICATIONS, THE WORK INCLUDED IN THIS ALL HEIHD5 AND ORA55M SHALL BE DU6 OUT BY THE ROOTS AND DISPOSED WITHIN A 2 HOUR TIME LIMIT,OR BE REJECTED ANOV O REMOVED AT UPON COMPLETION OF THE GALLED FOR MAINTENANCE PERIOD, THE ALL PORINS To BE USED FOR C.ONIHECTINB THE AUTOMATIC CONTROLLER SECTION 15 AS FOLLOK FIN15H ORADINN6 FOR PLANTINS;SOIL OF oFr SITE (EXC.CPT THOSE HEEDS AND BRASSES NOT OF THE PERENNIAL CONTRACTORS EXPBSE. 6fZOUNCoNTRACTOR SHALL FERTILIZE PER AIN02b - LAWN M F THEE ANC.E AND M24 TO THE ELECTRICAL 50LENDID AGTU*TED BY REMOTE CONTROL VALVE PREPARATION. FERTILIZATION, PLANf1NG IWALUPINNG LAWNi MAINTENUWCEa TYPE LE55 THAN 2-1/2' HIGH AND NOT BEARIN5 SEEDS, WHICH MAY BE B. TURF IED IN THE D TEP AR AS 13 AND SLURRY MIX SHALL BE AND SHRUB ALFA MAINTRINANGE OF THESE SPEGiFIGATIONS. SHALL Be TYPE OF-6OOV,T-STRAND OR SOLID GOP'PM PVC, INSULATION, IN5P6GTION AND C.ERTIFICATIONS7 OUA A NTEE57 CLEAN-UPi STAKING, TURNED UNDER). OATS MORE THAN 2-1/2' HIGH AND NOT BEARING SEEDS WITHIAPPLIED IN DE519NATED AREAS OC AN APPROVED HYDROhULGH COMPANY RVIPLACEPIENTS SINGLE CONDUCTOR,UL APPROVED U PERBRZOV FEAR GABLE. EACH 6UYIN6 AND ESPALIERING;MISCELLANEOUS A-L.OWVNrGA5. MAY BE TURNED UNDER PERENNIIAL WEBS AND ORi,S5E5 TO BE REMOVED PLAN N 2 HOUR TIME LIMIT PER GONTAIP PL MIX. (REFER GT 31. GUARANTEE AND PILOT OR "HOT' HIRE SHALL BE RED OR COLOR-.ODER WITH THE COMMON 2. APPROVALS INGL.UDE BUT ARE NOT LIMITED TO,THE FFOLLORN&, NUT 6RA55, PLANTING PLAN AND LEGEND) WERE APPLICABLE, A SUBSTITUTE SEED A. ALL �S5 AND Ef HEALTH ER SHALL BE GUARANTEED BY GOVTRAGTOR "RE BEINNS WITE. "PIG-TAL' WIRING N1RY 500 Ll.OR AT EACH A. ALL IRRI6ATTON WORK SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE PUNCTURE VINE, DALLAS GRASS, MUSTARD PLANT,5T. AIIGU5TINE GRASS, MIX MAY BE USED ONLY UPON APPROVAL OF THE LAND`�GAPE AfLCHITEGT. AS TO GROWTH AND HEALTH FOR A PERIOD OF 60 DAYS AFTER COMPLETION SO DE6RES TURAL ENCLOSE 3 FT.P1FrTNLS IN GONNTROL BOXES WITH ARC.HMTSGT IN WRITNG PRIOR TO THE START OF ANY PLANTING. ALFALFA,JOHNSON&RRAhSS,HIRE WEED,MORNINNS SL.ORY,BERMUDA&RA,55. G. DAILY WORK SHEETS, DAILY WORK SHEETS SHALL BE 546MED BY THE OF THE SPECIFIED MAINTENANCE PERIOD, AND/OR FINAL ACC.EPTANGE BY GONER STAMPED '58' (5PLI.E 190X). B. PRIOR TO EXCAVATION FOR PLANTINS OR PLA(-'149 OF STAKES, PRIOR To PLANTING,A ORANULAR PRE-E ERBBNT,NON-SIELECTIVE NOC.,HIT _'T OR SENT TO THE PRIER'S TSBOK49 I FO LANDSCAPEIONSHA THE LANDSCAPE B CONTRACTOR ALL TRESS N TO OH24' BOX SiC SHALL BE F. VALVE BOXES LOCATE ALL UTILITIES, ELECTRIC GABLES,CONDUITS, IRRIOATION HERBICIDE SHALL BE APPLIED AC.C.ORDINS TO MANIFACTURPRS BE RE TCT FOR PAYM1ENf APPROVAL. THE FOLLCDWIIFN9 INFORMATION SHALL GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE ALL REMOTE CONTROL VALVE5,FATE VALVES,AJO PRES6URE RELIEF LINES, HEADS,VALVES AND VALVE CONTROL PORES,AND ALL UTILITY RECOMyENDATIONS. � D® UPRIGHT POSITION FORA PERIOD OF ONE N YAAR AFTER COMPLETION (U 5EED - TYPES, AMOUNTS OF THE SPECIFIED MAJNTBJANGE PERIOD,AND/OR FINAL ACCEPTANCE BY VALVES SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN LINEE=R S 50 THAT PROPPfRFGAUTIoN5 MAY BE TAKEN NOT TO DAMAGE SUCH DETAILS,COMPLETE WITH LOGKINB COVERS. ALL SHALL BE 'C.HRISTIE' IHPROVET8NT5. IN THE EVENT OF A CONFLICT BETYEFN SUCH LINES AND (2) FERTILIZER-TYPE, AMOUNT AMIOUNT FIE LANDSCAPE ARLCII IF-96 S . LL E5 IN 24' BOXES OR ONTRAR, AMD ALL OR AN APPROVED EGxUAL.,ANO SHALL BE STAMPED We OR 'RLV' BY PLANT L,OGATIONS,PROMPTLY NOTIFY LANDSCAPE ARORTEGT WHO SHALL II. 501L CONDITIONERS APD SOIL TE5TiNG - SEE SOILS ANALY545 (3) MULCH - AV( IV'E - T FIELD GROWN AN ACiETlS SHALL BR. GUARANTEED O CONTRACTOR TO LIVE MANUFACTURER ARRANSE FOR RELOCATION FOR ONE OR THE OTHE5;L FAILURE TO FOLLOW A. UNLESS OTHERWISE INSTRUCTED BY AN AGRONOMY REPORT, IN ALL (4) SEEDING ADDITIVE - TYPE,AMOUNT AND GROW IN ,O ACCEPT OF E SPENT MANNER FOR A PERIOD OF ONE (I) G. BAC 09-OWN PRPVBNTION UNITS THIS PROCEDURE PLACES UPON CONTRACTOR THE RPSSPOtl15AI ILITY FOR, PLANTING AREAS THE FOLLONN&APPLICATION SHALL BE MADE PER 1000 (SJ AREA C OF LOADS - AMOUNT OF WATER YEAR AFTER COMPLETION E 1 Y T E LANDSCElDAPE MAINTENANCE PERIOD, THE BA A09-OH PREVENTION UNITS SHALL BE AS SHOWN ON PLAi45 AND AT H15 OWN EXPENSE, MAKING ANY AND ALL REPAIRS FOR DAMAGES SQUARE FEET OF AREA AND SHALL BE THOROUGHILY CULTIVATED IN TWO (b) AREA ENT USED - IN ACRES AND/OR FINAL ACCEPTANCE BY THE LAN&6,ROc ARf.HIANY DETAILS. RESULTING FROM HIS WORK. DIRECTIONS INTO THE TOP b' OF SOIL,AND THE AREA WATERED DOWN, (T) EN/ClE 3NT U5137 - CAPACITY AND LICENSE NUMBER B. ALL PLANTS THAT SHOW 51&MS OF FAILING GROWTH AT ANY TIME H. ALL VALVES SHALL HAVE PVC, Y.1#R15TY' TAGS ATTACHED TO THE D. PROTEGTIOWGLElJN-IUP DURING THE LIFE OF THE CONTRACT, INGLUDIN9 THE MAINTENANCE VALVE BODY VIA FAL HAVE p STEEL WIRE. TAOS SHALL Be PVC, WITH 3. GUANTITIE5 AND TYPES 5 C)YD5 NITROLIZEID WOOD SHAVIN95 PREVENT ANG/OR GLEAN-IUP OVERSPRAY ONTO CONCRETE RESERVOIRS, PERIOD,OR THOSE PLANTS INJURED OR DAMAGED AS TO RENDER THEM STATION BODY VIS PRINTED INA TEFL 6E. DOLOR TO TAB PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND/OR SPACING 150 LB5. &ROW POWER PLUS FERTILIZER DRAINAGE DITCHES,C AAN?ELS,STRUCTURES,ROADS AND WALKWAY5. UNSUITABLE FOR THE PURP05E INTENDED,SHALL BE IMffDIATAY DACKBROUND. AS SHOWN OR NOTED FOR EACH LOCATION,AND SHALL BE OF THE SPAGIES, 100 L85. AB. GYPSUM OVER5PRAY AND SPILLA&E ONTO RE-STRIGTiD AREAS SHALL BE REMOVED REPLAC.1V IN KIND AND SIZE AT THE EXPENSE OF THE GONTRAGTOR 8. INNSTALLLATION KINDS,SIZES, ETC.A5 SYM13OLIZED APD/OR DESCRIBED IN THE 'PLANE 10 LBS. SOIL SULFUR THE SAME DAY AT CONTRACTORS EXPENSE TO THE SATISFACTION OF THE G. CONTRACTOR SHALL,WITHIN 5 DAYS NOTICE BY THE LANDSCAPE A 5TALLATIB MATERIAL L59END' ON THE DRAWIN&S. THE L._ANOSC.A,PE ARCHITECT HAS 20 LBS. IRON SULFATE OWRER5 REPRESENTATIVE. ARCHITECT,REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS (I)EXGAVATION SWELL BE OPE3N VERTICAL GONL�TRUGTION PREPARED QUANTITIES ONLY AS A C0INVIEWENGE TO CONTRACTOR AND ASSUMES NIGH FOR ANY REASON FAL TO MEET THE REQUIRFf�NTS OF THE WEXC IANTLY WIDE L PROVIDE FIRM I AL C40I S STAGE AROUND NO RESPON5IBILITY FOR ITS ACCURACY. THE LAO`.�GAPE.CONTRACTOR 15 TO B, UNLESS OTHERyISSE INSTRUCTED BY AN AGRONOMY REPORT,PREPARE 6VARANTEE. REPLACEMENT SHALL BE MADE NTH PLANT MATERIALS AS INSTALLED AMO TO PROVIDE AMPLE SPACE FOR VERIFY ALL SIZES AND QUANTITIES. CONTRACTOR SHALL BE RESPONSIBLE SOIL MIX FOR BACKFILL IN PITS FOR TREES,SHRUBS AND VINES,OTHER INDICATED OR SPEORIGINAL GIFIED FOR THE PLAhtTiN6, AND ALL SUCH T# MATERIAL INSTALL BACKFOR IN5TALLAnON OF ALL PLANT MATERIALS AT THE SPACING INDICATED ON THAN Aj,�EAS,FERNS AND PALMS,A5 FOLLOWS, REPLACEMENT MATERIALS SHALL BE 6UARANTEEV A5 SPECIFIED FOR THE BACKFILLING AMO C. PAGTHNIG. NGHS FOR PIPE SHALL BE GUT TO REAIRE9 GRADE THE PLAPMNG LEGEND. (AMOUNT/CUIBIG YARD) ORI&INAL GUARANTEED MATERIALS. LINES, AND TRE3NC.H BOTTOM SHALL BE COMPACTED TO PROVIDE 4. VERIFICATION OF DINE*,&ONS ANO QUANTITIES "YD. SCREENED 5ITE SOIL AN ACCURATE GRADE AAO UNIFORM BEARING FOR THE FULL DIM EN5ION5 ARE APPROXIMATE, BEFORE PROCaVIN5 WITH ANY WORK, I/3 YD. NITROLIZED WOOD SHAVIN55 32. CIEAFN-UP LENGTH OF THE LINE. CONNTRAGTOR SHALL VERIFY ALL DIMENSIONS APD GUANTITESAD CONTROLLED RELEASE SHALL 15 LB5. BROW POWER CONTROLLRELEASE FERTILIZER (5"E N TWO(2) PIPES ARE TO BE PLACED IN THE SAME IMMEDIATELY INFORM LAN DSCAPE ARC.IITEGT,OR OWNERS DATIVE 10 LBS. Ave, GYPSUM UPON COMPLETION OF THE WORK IN THIS SECTION,CONTRACTOR H1H SHALL TRENCH,A 6' SPACE SHALL BE MAINTAJMM EETWITN PIPES. OF ANY DI5C.R8'ANCIE5 BETWEEN THE DRAWYN85 AD/OR SPECIFICATIONS AND I LD. SOIL SULK R REMOVE ALL RUBBISH, TRASH AND DEBRIS RE AND IS FROM HIS OPERATIONS. (1 TO PIPE INSTALLATION DETAIU ACTUAL SITE CONDITIONS. NO WORK SHALL BE DONDE IN ANY AREA WERE 2 LBS. IRON SULFATE CONTRACTOR SHALL REMOVE ALL EGIUIPTfMNT AND ACCEPTABLE E MS SERVICE THEFT 15 SUCH A DISCREPANCY UNTIL APPROVAL HAS BEEN &rvEN BY THE PLANTINS PITS SHALL BE PER DETAILS. AND LEAVE ENTIRE AREA INVOLVED IN A PEAT AND AGGI APE AR CONDITION IN ORDER TO GAIN THE FINAL APPROVAL BY THE LANDSCAPE ARCHITECT. LA ESCAPE ARC.HIITECT. G. PREPARE SOIL MIX FOR BACK FILL IN PITS FOR AZALEAS, 5. OBSERVATION/CERTIFICATION, GAMELLIA5,FERNS AND OTHER PLANTS(AS SPECIFIED) AS FOLLOWS, A. ALL OB` RVATIONS SHALL BE MADE BY THE LANDSCAPE ARCHITECT AND OWNERS REPR>cSENTATiVE. CONTRACTOR SHALL RE-GUEST INSPECTION I/5 WASHED PLASTER SAND AT LEAST THIO(2) WORFKINS DAYS IN ADVANCE OF THE TIME INSPECTION 1/5 1/5 LO�TR OR FOREST H11P1)� IAN PEAT MOSS 15 REOIJESTED. Hpsc�Ap SHEET 8 OF 8 REVISIONS DESIGNED BY JN - MARK DATE BY APPROVED/RCE N0. pATE 1/13/00 CITY OF ONTARIO _ ����° ��ti LANDSCAPE LAND 4TH T CCT ME BIAN CENTRE CHUB MEDIAN � E 1-0 - CONTRACT w ARCHITECTURE P L A N N I N G DRAWN BY REVIEWED BY ex. --Ilm s * 0 TEIEPNONE 949 . 831 . 5519 PLANTING / IRRIGATION ACCOUNT DATE 1/13NINA "� PICERNE ASS ❑ CIATES TF o� �O`i�`� APPROVED BY R.C.E I DATE SPECIFICATIONS °WG. NO. ' - CHECKED BY DS ACCEPTED BY F CA \ DATE 1/13/00 _ CITY ENGINEER DAA PROJECT ?v`0. 990520