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Home My WebLink About1556-L DEVELOPER 1 OWNER GREY'STOilE DIMES. INC. y�^J L. f 11M:t111 'itp.I 1 Corona,Ca. 91%19 (909)273-9494 LANDSCAPE ARCHiTECTURAL P. LANSTRAC. T NO 1 3 890 IN THE CITY OF RANCHO CUCAMONGA LANDSCAPE MAINTENANCE DISTRICT Na . 1_ VICINITY MAO`S GENERAL NOTES! SHEET INDEX 1. These notes shalt be' used in conjunction with the plans and any discrepancles shall be brought to the attention of the Landscape Architect and City Engineer. 2. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. L - 1 TiTLE SHEET ]. All work shall be L - 2 IRRIGATION PLAN performed according to current City Standards and the Standard Specifications for Public works Construction. L - 3 IRRIGATION PLAN 4. This work shall be installed by a licensed contractor who shall carry workman's compensation, public L - 4 PLANTING PLAN liability, and property damage insurance as required by law. L - 5 PLANTING PLAN S. Check for existing utility locations, prior to excavation work. Notify Dig Alert at 1-800-422-4133. A L -641 IRRIGATION DETAILS permit to excavate may be required. Exercise caution In excavating and working near existing utilities. L - a PLANTING DETAILS W 1LI70N AVENUE Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. L - 1 LANDS CAPE SPECIFICATIONS S. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City inspector, and W L - LANDSCAPE SPECIFICATIONS �.) all such recommendations from this report shall supercede soils amendment recommendations shown on the plans. I� Wy C N A FF F-Y 7. Wall footings and reinforcing shall not be located within the right-of-way, unless detailed construction and a Cot.LEG(, structural calculations have been approved by the Cfty Engineer. At the top e• slopes a two foot wide flat IZ A h a shelf shall run along the base of walls. t�'ANYAN TREE 8. Upon completion of installation, an establishment period shall commence, and upon written verification from the inspector that establishment 1s accomplished, an adequate maintenance period (typically 180 days) shall commence. Said maintenance shall conclude only after verification of leaf-out, fall color, flower color, < �a,�,, ,,,� PROJECT overall plant health, and with Council acceptance of the improvements. Maintenance shall include mowing, o Z LOCATION weeding, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such YL W sprays as are necessary for proper care and up-keep. Maintenance also includes all repairs, replacement, KQ cleaning and adjusting necessary to keep the irrigation system in good working order with proper coverage, %' ' required prior to final acceptance of the work by the City. A HIGMLAN17 AYENUE 9. Application of any chemicals shall be by State licensed personn#1 . Ali pesticide applications require P.C.A. recommendation. 10. Cal sense equj nt shall be installed under the direction of a Calsemse representative, phone number (714) 458-0129 and pproved by City Inspector. 11. One controller chart shall be provided for each controller. Controller chart shall be the maximium size' the controller door will allow and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall be a blackline print, and a different color shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in place prior te•final acceptance of work, by the City. 12. 8' wide x 6' deep concrete mowstrips shall be provided between all shrub/ground cover areas and turf areas. 6' x 6' mowstrips shall also be provided beneath metal fencing _F7 where City maintained areas are adjacent to privately maintained areas. 13. Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be made to the field and adjusted as necessary to meet field conditions as approved by the Public Works Inspector and project Planner prior to final construction. MAINTENANCE RESPONSIBILITY MAP.: 14. Equestrian fence: shall be located per the following criteria: * Fence shall end 10' back from the B.C.R. or per r•ecoxmmendations of Traffic Section. CONSULTANTS * Fence shall end 2' to either side of any fire hydrant or utility enclosures. * Fence shall end 1' to either side of any street IIght or utility pole. * Fence on street side shall end S' to either side of driveways with tranverse +medium broom finish on � concrete surfaces within trail . J.F. CATALDO & ASSOCIATES F�,11-�F�rUir�-•► �tiFrr-1s✓ C H A F F E Y COLLEGEAdditional fence setbacks from intersections may be required by the Traffic Section. 8A YILLAOE LOOP ROAD SUITE 335 PHILLIPS RANCH, CALIFORNIA 91766 tS. Street trees shall be installed per the following criteria: (909) 623-2343 CROWE/BEERS Fx ASSOCIATES, INC. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 1 700 Hamner Ave.Ste. 140 STANDARD PLANS. Norco,Ca_ 91 760-2957 BANYAN STREET _ — _-- _ (909)76-2040 l T 31--1} 2 PRIOR To THE COl4SEtCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS • REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACXPILL SOIL�t AMENDMENTS, AS DETMINED BY THE CITY INSPECTOR. z W 3 . A.LL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEP•PANCE BY •Q ��H��V �'� THE ENGINEERING DZ7ZSION. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS 4 ONLY. 5 F ) r LANDSCAPE QUANTITIES _ Gt}CA11�0 _ 7 G Gr- W90 --Tur—r— �kgt�� OT- Tum a Q 10 rlt 21 i4 15 I� h '� 'J �/ �.•+ bESCRPTION OF REVISION DATE: CITY 5��2 e5l� 1..rr l APPROVED 19 !? jo 2°� �% �y �"o- %,�au �N -( � � �; `°o'� s° r �.�.' -gulp CITY OF RANCHO CUCAMONGA 2, _\ - 0 U WH rt TO-f;NL TRACT 13890 0 - r — / fir' ', �� ` I� BANYAN STREET 3 TITLE SHEET P& M1141TWUls? 1 � VP �5� (—;Sr �- ;�GGI L'�f r!?`l• i-, w�`"� t`1�r� ��p' I;-� +�U�� ,PiG,•- APPROVED BY: DATE -50 _ I !1 /`► inLl� do QZ°F�; CITY ENGINEE R. k 153 MAP INDEX � �, �. �. E. No. ,'; `� 0 E SIGNR ECOMM ENDED : t"= Zoo � .� � �r ;f •; J.F. CATAL & ASSOCIATES ''' a SCALE / N 8A YILLAOE LOOP ROAD SUITE 335 ]DRAWN PHILLIPS RANCH, CALIFORNIA 91766 SH ET « v (909) 623-2343 OF { GrCHE� �'I F CALF - DRA NO, R.0 E NO / GATE' FILE NO 56 _L.._ Fur)']I �� r�=� Flo. i C;TY LIIE3SUHc CALCULATIC!�J WATER METER 0 E SIZE I" E plor- -fo GOr11Y)'IENcj6m NT OF tkcm IN TF{E VLGINIT�f Oi✓ ELEVATION ''o'Do / STATIC PRESSURE HIGH IOC LOW /CI`IY MW77 I-AUU ll� , NQ��I�nON SHA'i.(- I°JE G(V81y TD fOURC!OF IHF0111MTOM G VCA M f p1C,-.A W/�T�p. ( C^�'-�'� ' r� M��/�Zy�,Dh p�-'D�A��..}M I (V-3)-Z11-/ -}- X713 p/F. "�}-IEI`,G,PF�A71oNS B� �H PHONE DATE OF UId9ER 7 14 - '1C'7 1�`/ �I I� l5l A LO� V �i v_)o DATE OF INfORMA71011 1F�.�• �•.��tr. . _ � T �' ( ) kzj::4n& p/4YS I N PkWAt4ce or Ac-g+ camm a-'�mast- A-h P KG.L MEAN ELEVATION (REOMPED IF STATIC FRESaURE UNKNOWM • � �MONta°r`( TH 12v "f F'f ul�it7J4�( . ' WATER METER • ELEVATION (•) 2(0.53 ' eWDir- LO REMOTE CONTROL VALVE ALIO• S size MAXIMUM DEMANDb(A G.F.M. ELEVATION OF V HIGHEST HEAD a, 4, . "ESSURE 0 0.C.V. - R•s�- _ . Ory. SIZE ITEM ►.6J.LOSS 1« WATERMETFF - II RP. CACKFLOWDEVICE �I,y 4" GATE VALVES �. v I " MASTER VALVE A Lwow mmar- PRES& PEQ(FALL OFF) • ' MARL UNE Of H 40 PVC) 1.1t KAM UNE '' U H6) ' ` REMOTE CONTROL VALVE ASGEURLT LATERAL'- LINE LOSS�- • ��— LATERAL LINE LOSs � '�L- _ LATERAL UNG L064 - Frrnw.s LOSS(I m) L ELEVATION CHANGE U lb TOTAL SYTr[U LOSM— PRESSURE TO OPERATE HEAO: ►s,r1 ��({J TOTAL PRE33VRe REWPED: GV fly �/� • r'I , LOWEST STATIC PRESSURE AVAILABLE-- (IF VAILABLE:(IF R�OURED): I RESIDUAL WATER PQLS',URE: CITY REOUIREO RIES40UAL W.rrR 13•]0 PSI yA1,yE -H , 4MT -3 (. G 6 �LL7E SID�L--IdL,K lF�� g� IMPt2UV, PNS – ------- ----------------- - - -- — - --- ry� I-w1.1r GTyr.) e€�� To 5T I MPI-Uv. PLP�N S G+�eB — Q'1 — — — ` MF%(�. !E✓1r1lNT PlP�trS� 4FB14 0'&rwa.— PiPIF,`Ihh(I6 'pIP19l1Gmrz- IL Z,Arai P,�G �QL1ES1t� r w -� {?.��G•12. 'f� GJ-f�r~�,T I M�'1'-U�/, PLftNS, - y� �I�•r►kLc-K- l�j t�J�T'�L� Tem�t�C'1'ti P� �2� -S , 1 INh117� D►km7 P-��E� ID �6T ',t�PrOV PLANS z - --- -- 6 x ,. --- - 3� r - I„ 'X64 60+x• '� ----- ------- - - -- Ilh --- I� ---------------------------------------- - -------11��a---- ---------- -e-- -------- ---- --------------- ------------------- !�------------- -- ro -rlMpr�vS o e e e e e e e-;-�-® �- e e e' e e - e e e e �—�e----tee e e e — ,y @�e 0�f T --�-- ;f 1 .� r ti err 1 IF P 4 A ACO 5 /� 4 3 - �5 A- 2 A- ( (�x(o " GoNC. Mow StR�P(-TY>? 0 A �4 2a•� ti's iy a 4� I! 24� lo' HI&H CHAIN WNK ��E I6-( oT-M;, „ ; • loth ' /, z I MAX gl OFe TO gGHaot. 5rTS 1 1 ,20I��TION ' 05-11H 1501.1 Ik1ANUGT"tJf �Z / 1111�M�NTI I�Ab &pM rTAIL.1t15HT' ,. o �AIN�Izn Ig12 12�= SN�u�g�Y HEA El IRRIGATION NOTES ef ' 40 4z . NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL e (I II N �� I i I I �j I I I I „. '' ,dj• I �� I POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND `� PAY ALL COSTS FOR THF,INSTALLATION OF A NEW WATER METER. CONTACT THE I I - Qj It II g( ' r t'I CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION ' PROCEDURES. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED e.. - • �•- BY A BACKFLOW PREVENTER DEVICE,FOLLOWED BY A PRESSURE REGULATOR OR PUMP(IF REQUIRED),FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER - �• } VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND i LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON CITY SITE BY A REPRESENTATIVE OF THE CITY. DESORPTION OF REVISION DATE pPROVEO i po. �. polN7 of �o1.lNC��1oN - ' BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE EIRE LENGTH OF THE I /� �� COI , E G E jrl� .I E }� I��•�LJ L.��D I2 ' W II N G - I I/`T I I �� CITY F RANCHO C U C A M N G A MAINLINE TO THF.FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITIiIN PAVED ' /- PIGTAIL EACH ORANGE WIRE AT THF.F,NCLOSURF.. INSTALL TERMINAL STRIPS IN AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN M�IN Ij1�JE ENCLOSURE FOR IRRIGATION WIRING. PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE _ SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND _-_ ttivi NC9 h/G SGH 40 IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER EQUIPMENT,AND ARCHITECTURAL FEATURES. AJX I WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUN[�OVER/SHRUBS) I - ^ - - — _ _ - .SAL �I N�iCJ- �c xN o TRACT 13890- 3 , !3�tp APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 4:00 P.M. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS -- - B AN YAN ST R` E T -�M,c>< .p I �, s E N 5 "T t?1le-2 -2�ST�T101� I I I BANYAN 3 T B E ET TO 5:00 A.M. ONLY ONE,VALVE PER CONTROLLER SHALL OPERATE AT A TIME. AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK, ALL DISCREPANCIES �- _ _ __ _ % _ SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. I� I THE SYSTEM IS DESIGNED FOR THF,MINIMUM OPERATING PRESSURE AS SHOWN AT r ,-IW �1,�0' S�`I ( ,Lr lyz' OF ;2 �� dd Nt-10-0� y�\I Pi (�c I N r6I 9D r F�” Gp' I 9S,S I yE'S NOTV,7 I' ✓ I IS AS SPECIFIED.CONNECTION. TI4E IRRIOGATION CONTRACTOR SHALLOF GALLONS PER MINUTE THE VERIF'Y THE AVAILABLE UNDERGROUND UTILITIES,LPIPES ANDARIZE STRUC-UIRES,LANDRSELF SHALL TAKE SOLE L'GI - L�TH ALL �I� v!'�V✓E {zPd Np�i I°� 3�C�N 1� g I I V , I'R Rt G�1T1 ON PLAN WATER PRESSURE AT THE;SITE PRIOR TO THE START OF INSTALLATION. ANY RESPONSIBILITY FOR THE REPAIR/RFPLACEME.NT,AT NO COST TO THE CITY, FOR I I' ' j �/ ` , II CHANGES SEIALL BE BROUGHT TO THE ATTENTION OF THE CITY. ANY DAMAGE OF SAID UNDERGROUND FACILITIES. Z `� �t l%, vl- 1V r 1'-r'� r�� 2 l - �Y I�/�" C�I'VCi(OSl7YI�i pr ThL o > (((J �� t V 'T I- rr „ II APPROVED 13 DATE: AUTOMATIC CONTROLLER TO BE A CALSENSE ETI- -DTR2 A/ANTENNA PORT CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR Lu L (2 �E-I2 W pT �j�12t�5 �3 �T'-�W �0 V•�/ CITY ENGINEER INSTALLED WITHIN A STRONGBOX(SB)24SS/120 VOLT CONTROLLER/ELECTRICAL OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS.STREETS,WALLS, I I \/RR C p rD _ H.C.E.NO. ENCLOSURE, MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE I i� 5 LL N Ib IUB Y�\vV✓ ✓v� �� - W II DES" ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. COMPENSATING NOZZLE SCREEN (PCS) IN ALI. SPRINKLE HEADS AT INITIAL 1- •� _ (� REC tE ED SYSTEM SHALL BE OPERATIONAL,PRIOR TO TIM CITY'S ACCEPTANCE. ACTUAL CONSTRUCTION. ^' / M (i' c`(� � v -o I- 1.5 KG- 2q- VD�T ' p f3 To`c�i A- � 'I V� 3 J.F. CATAL DO-E� ASSOCIATE S LOCATION OF THF.ENCLOSURE,TO BE AS DIRECTED BY A REPRESENTATIVE OF THE WHEN VERTICAL I II L• SA Y I L LACE LOOP ROAD SUITE 335 ��`"> 'f��•�6 CITY. (FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.) j �- ` t'✓D�J M GP�P� t `' AL r /�_ I MAWW PHILLIPS RANCH, CALIFORNIA 91766 SHEET INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO 1`� --I�artLl •. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST /✓ ('909) G 3-2 343 �, Z OF AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE �� Q I�hl,•� G�q� INaICATI� �5GZLJ�NG� •� ` 1 CONTROLLER. ELECTRICAL,CONDUCTORS AND METER TO BE PROVIDED BY SCE, SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER 11 nn - �•�r® DRA��' COORDINATED AND PAID FOR BY THE DEVELOPER. COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE I N��A RCE NO /SS6 I CITY. Pt;R rt O1J INbICA�s w1Z� '� _ - I , DATE FILE NO , i1 Y _ ubt9 ' Mor- 1O cpm rnencf-maNt o f Ort I N T� „ PRESSURE MCOL,ITSONS _ VIUNII"f OF POKY MWD FAuuTIt✓-s , A MIN. (r - : .. I - Water !Serer x _ Sire ) ..,t - � �/k'f-� _ o r ZEE• H�. NOTI�ICATION �MvN x+ n Tievat:on _ Static Pressure High Low rs �MODEL " FM ." SHALL BE INSTALLED IN-LINE (A{ ( �e & ON � Mtz �p pr0+em I source of :nformation �� • , RENDniON OF TYPICALFLOWPhone lumber lb � PER DETAIL•WfTH. 1Ud UPSTREAM OF SENSOR,FLOW - Zl7 771 3 6F "f{ff 0Fr_, �TIoNs Date of -crmaticn �� i� r 19 SENSOR SHALL. BE INSTALLED MIN. OF 6"9W"1 fpm ANY y - _ CONTROLLER INSTAIlATION �� HGL mean elevation (stat'_c psi uakncwn.) . FTTGIST .-r Water meter elevation , - WIRES FROM OR ANY OTHER DIVICE _ ' Elevation Dif'_ereate __rte — x o.a.s ' WIRES FROM SENSOR TO CONTROLLER SHALL CbNS � ,� _ _. - Remote can-rcl Valve : sire �1� � OF ONE BLACK AND ONE RED STANDARD # ' x Maximum Demand G?m IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE • , Elevation :: Highest Head ` _ _. -. _ -- . Pressure a Rc•r - r '' '•o HOUSED IN A VALVE BOX AS, PER DETAIL p� : Lass - ��:� ALL EQUIPMENT ARE AVAILABLE FROM �J1'rTA. l Nb�t1Z�-, _ ��Pt�-�►hG L�t2., ' 'hhSET, Mfg filet?)�o3 7t4(o . e Slater meter _ �' - /�/�Q}�}'} '}'' �/��t•�2 aI R.?. 3ack::ow Device �. VALVES ' 0 -{Q czvlkl lNA 1 � Cxi1`. 1 r'��G� Press. Reg. (Fall-off) GOta'(!�f'tGT \ ' • • I,�r Master Valve w/ Flow Meter — " Gace 'ia-,e(s) If^MM lt3Ce W t'1'14 Pt GAI N f �{' � TTI V� Ma-,r. �e C�+T�'4o 73 — COMMON WQiE-- M I N E N _ At`!p �TfA�F M�¢'(P/�-!� Tit TY /4 7 t�►Jl� Lateral Line Loss •�- 4 Lateral _^e Loss �.,1(L— I � AtkTM�t�'( , Latera/ L ::e Loss)) vs r t F_ttirgs Loss (101) _ Eievat:ca Chance Y total System Losses: Min. ?S: to Operate Last Head: 0 ) '-'-, *City Required Residua ure: Q-- . Total Pressure Requi_bd: 3j . OWIRES A • 1.�(IL.J ?re-Set Regulated Pressure (:f Re^,'d): _40 P ` ' ('total PS: Req'd Less W.M., R.?.3 6 Residual ?S:) ?amp Boost (:f Req'd): WAI"FLOW tif ,(Total ?S: Req'd Less Static (Lcw) PS:) 4_ (. j • -Note: City Required Residual a teo Pressure: 15-20 psi (min.) MASTER I1Iy� IFWW B PrESSme q BACII • �►A7ER �0 Gp,1T1ZfiCtUYL DiWKCvf3lll�'`( T}I6 3t"iFTlG PJR'6�j VALVE MEM-1_I ,REDUCING�� FREVENTER MMR < m b �12E5 A'1 1}t6 Pornr or- Con rlCc-1t orf AVf DATA w pMW}�Of f Fx'OM fl 651(oh� l T rP/t �J>A4t L� a' �VkV I NfJU�CKiiIL VALVE F I:bGv (i Fl�ri it SFr �� —. — _ ,�G t� �Tt'N7Tort Ko mG CITY • cAu�++�octic;7un,. 136-b1_Acs� • .220P kSrll�uAtS 8�-Y��N- I r — — - y 10 WATER METER PROVIDED 13Y :C44A Mq►1a�- 6VVM 1�{ WATER -� YA4 0AIC, r1()v1 OS IP 6T( v AND PAY BY IRRIGATION CONTRACTOR. -LV r Gk- GGq X11 4 IRRIGATION SYSTEM DESIGNED TO MIN•WATER PRESSURE ¢�Cw �o Shy � -was .. OF 65 P.S.I.AT A MAX. OF�11G.P.M. J STATIC WATER PRESSURE OF 100 P.S.I. AT 1630 ELEVATION Mylp �<,6p.L� Z rfy`,wD FE8 1g,�19{a (-rest-diry �Zt_4 �� P..1'-PG-�- jD �Z�ET IMPxOV• PINS , p'IyJ Por <G, Goy , �� L,Ir�(T' — -r�z- �xr .moi y -- _ PROVIDE A PRESSURE REGULATOR L.II-'1 )r _ , 1 t ' - _ id-X b'' • Mo�ISf1z-IP G'�'� Si .�'K A4 �� S?" SET AT e5 P.S.I.SEE DETAIL NO. N P�iFG2 rU 'T I plov. V0YIo, 5 t�t1�•L' % Jt X X - It 1 1, — - -— �� IMPKvV. pis 1 _ or- 13'4) Lt�rFr_ rI I"� PIA �eI- 0000,? O k N 0,? ( f1P hIYJP - ecr-a 9, To F.«.6,, 0", �0 -I ��lrr - F - G,T ( — X x _ e _ \fir+ Dry p Safi IMM-PLA0 ��, e��e- cb ST I M Pa-)V P AI'46 ,��— � �\'� ,ti 3j ►- �_ , 9 � - - ' A _ a - - -- - _ 'I!� - - _ \`I+ ti�ti , o -`-- _ dh —e - e -_ -` W _ --- -- - -�"- -- -._ _ - -"- e- --- e -- - - - ��- n,�-tA IL .*A A t' _ _ = \� j w �� Iia(—� = ® `l / - _ �_ fe -----tiE - ------ --- --��--- -- -�-- - - — - - - - - - --- - - - � --�--� - - - 3� I'It \ i�I '�L � 9 A' '�' �� — Fv - `� ��- -9-R - - - a---- -- -- Ilk _ _�l e_ e , ®fib- - — - = % _L— 11 w w y wv ell 1� Ono _.._-__f ___..__—._- ply �; � - A RP u ti lye I&II. 1 ..' tiq 13 171zIV� /��op'I , , I, 1( 1�k y y� �o'�coWC.,C'0922(� GJ G Ab pr1G. �� \ Ati ��r IMort°`'' �� rt Z � �$ Z ' ��' ° Cpm TD F-rArl. 2 .h. �20P '�`f "INS _ 3 h50 ` ��e P> hoc -. G'GHlvo AItJ UN K- IIKF�o� E+-h-�� Ivl�.� � v - GvL AND 'P AC6P PArALJ-P-L TD 7NE � t�} STATION AUTOMATIC CONTROLLERiMOISTURE SENSOR --� MOUNTED INSIDE OF A FULLY ENCLOSED `•3 • Sc WN WITH SN��' ', ?0)( r*iD�L>�•5B-�t �LMETER PEDESTAL WHYrOA � r�c� SEE DETAIL. .� 120 V 60 CYC-ELECTRIC CONNECTION REQUIRED. I IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY I r FOR THE ELECTRIC METER AND CONNECTION. IF"IN� TION . �� Np • - m �-(N 15ot, MAN Lr-A,GT0I�f'Z a p�IN�+�n Igl2 12 SN�up�g Y HES �O IZ ' 2,� NT - u I� 12 " II IZ ' i � " • EJ N � 2f� I a � t e I' 11 a N FLT '' '' t5 ,79 " ,� (I I► i✓�l=R Tod'. of II I gQ PT �J '� I Qi21C�RTlo{`I NUTE�o, #-TH15 rAA,4 IS pIAG�►�Pr71G , ASL LINES wrMIN PecrFI_rY CITY HA ,\ r r CO .IIJta• DESCRPTION OF REVISION DATE �p►ROVED HAr r EYI cGE C , . o, c. paINT of CONN 'loN - - CITY OF RANCHO CUCAMONGA G f !2��u I� I�GUI.ATo tz - W I I.KI N� aro- 11/�I•" � ---- -- • _ _ ►_:.> �•p - - - MAINLINE PVC, 6zH4o(I/� �i SMau- �o G�315 l.�r_lz �►N� I'YG SGH 4D � - - -- — - — `'; - TRACT 13890, 1 X810. 3 roc SIGH qo it L.-3 W IZ — �l L,-z o�IZ— + , ' BANYAN STREET TENS �-TI -'DTK� �4A�IoNS I 4 L- _ N • � PLA •two �I. ON �� GATT M� _ RRI o � • Mari CoN-I-I�x- vPd-�� INf31f2p �F�- Gp- hI�S,�lz�5 NOT 1�D I.- -��. /�2 Z v I" IUIC'I= CaJPl. �PrwE IzPdNSI 33DNf' " Wim% ?2_2 5 Y- f3�/- 114 W 51acl.owre L ,( �_ 3 G` APPROVED BY: - DATE:y� t „ 4 ;� - , _ /j. , R.C.E.NO. ver KA7 SEI-IES -4031zr- N �P �_ CITY ENGINEER i �, DEs�ca RECON!="EKED 1 / � 6VAL'�� Nl t> p I.�YAI,VE t•5b� �D- (�Ip J.F._CATALDQ ASSOCIATES �R �'rr�tilTlhlG P�A eCC_ eAEFT L-5 `" 8A YILLAOE LOOP ROAD SUITE 335 a I My AL 22OF- N711 2 ' " "(D I FDR PET�,I LS SEE SHEET L - 6 DRAYM PHILLIPS RANCH, CALIFORNIA 91766 SHEET � �l.0 W M�� A�"P� N T� - � ,- — _ (909) 623-2343 L- 3 OF L2 16& F-T1NaIc�T ��aU�NG� G l ! _ CHECKED �� \�\ .. , � ��1�1�' /''�'��"�� L-V Ii JI^�Lir I+ .� 0r(Z CHECKED �.\i♦iaRDR�1 T/• INDIGP1' �g hM DATE F BILA NO `5 $� _L �a ►NL)&Ir' G cv12� I i PLANT LEGEND PLANTING MOTES , . 1�0� Pr?Jdl2 Ib e*M� t'Kr of er_ Ir+ 7H€ vrAwtf a7 1. Soil testing and preparation: M-f MWO FAUUt� >A TI , - MIR Gf 94 hr til Fr_ATIcO ��=1ltvts� CATEGORY SYMBOL BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY • Samples shall be taken at the kt,c, t3E Glvert M Mr, FIeED ,4DPcM1 (Z13) 217- 7713 Trees PLA RAC Platenus racemo3a California sycamore approx 35'o.c. 15 gal 2 conclusion of rough grading, an � � ` �'PP4AM ' _ agronomic soils report shall be made of all , Accent tree CER OCC Cercis occidentalis Western redbu_d 20' o.c. min 15981 26 areas to be planted, and all such ELA ANG Eleagnus angustifolia Russian olive 10' o.c. min 15981 1 recommendations shall be followed. Soil samples mag be sent to: ` 'dines P1AG UNG 'F'tacfadyena unguis-esti Gats claw 15'o.c. 5 gal 7 Soil & Plant Lab ' 412 S_ Lion Ig 3hrubs XYL CON. Xylosme c:ong"tum Shiny xylo3me 7' o.c. 5 gal 11 Santa Ana, CA 92701 y {714} 558-8333 t'led :3hrubs ABE EG Abelia grandiflora 'edward gouc:her' Glossy abelia 4' o c 5 gal 39 G,calma pO�r-fefA-lap, to 6) DIEVEi; Dieters vegeta Forthright lily 3' o.c 5 gal 98 2. All ground cover areas planted from rooted PITT WD Pittosporurn tobira 'wheelers d••,rarf' D'w•'arf mock orange 4' o c 5 gal 77 cuttings shall be treated with a pre-emergent `�_ NAN COM Nandina domestica Heavenly bamboo 3' o.c 5 gal 68 need killer- �EIz ?C^ RP.C�tJIM �flOfy c� ( Tr&ry gHlki t� g� I►'451M(b�b apr---- I _ Uy� 3hrubs PAP IND Rephiolepis i ndire 'ballerina' Da/arf i ndian hawthorn 3' o.c 5 gal 55 3. Contractor shall install plants in quantities & 1. A. S:REE': TREES ARE TO BE PLA_'1"•ED I:' ACCORDANCE RITE CITY �PA�I NG as indicated on L�G�r.ly STANDARD PLANT JUN BAH Juni per us c. 'bar harbor' Bar harbor j uni per 8' o.c. 5 gal 48 r JUN BCJuniperus squamate Vue carpet' Blue r_arpet juniper S' o.0 5 gal 86 " J --@65, AS _v._ _. BAr_. PIL Bac�:haris pilularis 'twin peals' Dwarf coyote bush 6' o c 5 gal 42 4. Maintenance period: leo Ob-f-5 MAH PEP Mahonia repens Creeping mahonia 3' o c. 5 gal 122 PRIOR TO THE CC-_N-z ICLX_-'1T OF ANY PLANT:-q(;, AN AGRONO'•IC SOILS TRA JAS Trachelospermum jrminoide3 Star jasmine 2' o.c. 5 gil - 42 REPORT SHALL BE LR"7:S _TD TO 7H.E CITY INSPECTOR. ANY UNUSUAL PCIS PRO Rosmarinus prostratus Creeping rosem.3t y 4' oz 5 gal 7 TOX:C:T:ES OR NL—RIS: DEFIC:ZNC:ES MAY REQUIRE BACKFILL SOIL XM C?d S, AS DE':�y:NED BY ME CITY INSPECTOR. ALL STRE:'T TREES ARE SU-a7EC'T TO INSPECTION AND ACCEPTANCE BY THE ENG:NEC—RING DZVT.S:ON. S—, -EET TREES ARE TO BE PLANTED PER PLBLZC Z?�ROV�+!ErT PLANS -� iC N.rit� �rtal t ONLY. . • - � (�t-1,>7 of 50. �L �� La M 1r' - I --- - sL G� W I�U GU�� ADJ�rJ'r ,►rx-+.-Ir�.�. �,Ei�l`.P� 'ro S'�t2,�f�"r I M PNZO`/E.r')F�rK �t�API 5 . (5 •� RI rc� TD STK T i r�rgove H�f Pt.�11JS -� G ' — 6l� iJUN eG - � � �► �I -5�, �A� PIL. -E561 nA p J U N 6' C, 1L ►- r2 6Fi fel✓P - — - . � •'f- � � J U N L"4o JUN G � IEN1_1_ 15 5G MAH -T i2 �Mr�tzr�✓M�Tt1- Pw 6'x(2 1�C pll� 5& JUN 15-c- 1,1_5& JUN g,C. 7 J& P>AL?V -�Y�'rea.l� r�b,t) — - 4 r+�►�r� U.�• -rel ►-CrY�J J L,i"rzrP Gt`jP) " Gia-.�'•, ar-1 T�� _ - — — - — OF 1=fM $, pipe C i _ �f .� . . • D J V o . ►•-+ ' r--. h o /tet u O e • ' ` ` • s , , [ � V O \0 V + / v.( r. - LY • Y � ,� � , � d �'/�_"\'��(� ^•�e\V�' _ ' „_'+ r-. • .- -✓ -.�-✓ V'^�� • • ♦ • • O — e 0 0 0 0 • a a • • • `< - 0 ^ -�� 0 9 • J• W 1 • • O • d t t B • 0 • e • o d e • . • r ' i t t t t r • • • wt� o a o 0 0 o w o o �•• - } ' i �- -1' -+ t- �- �' ' • 0 0 0 p / o o e o e o • +" �' �' 1 't' - -t a o 0 o a • o o a e • t t t + t �-- - -- V — \ _ x'11 4u aF so, c.tLEl; U hal fT 5C� Dl EiC� -5Co � (N I I I S �` 5�0 1 r' pI1T Wl'/ �2' I Mfg. vt,ewP� -o 1Hvv1, - -5� i3- , p_INtp (o � � 4 Vr-!� °I-6(� f'i 'd ';�- 5(� G OGC. 6'S�`'rcor�. �►J '�Ip CrLe) 6 AIN WNI- LENGE' 6Y�r-�s I�VM TO h W,-1 o N � I1b TH I e- � / CC QVC, �NC� / GROUND 'COVER LEGEND Mgt 0/v�00 L,Ff Oct CITY _ DESCRPTION OF REVISION DATE PPROVED u��N - 7AIL q_ , e. . CITY OF RANCHO CUCAMONGA /2 rtr1vp-E 6C.Hoi, sir 89 Coane-grad shtedded chipper mulch toathiclmess of ' 64 oa o� 4"d e pth L)et5+z-rte;- t •o« „. Awlable through: Blue Fl bbon Nursety - 0f�NYAtJ /,-ilL� orange, cA I __ ,- — — , TRACT 13890-13546-3 T (714) 633-3666 / / _BNYAN S` ET I— BANYAN STREET �M_IANote: Contranctorshallsuhmrta., pi P p I `^ t —� - - - L_ peon a tiorto urchase of `N SLo mulch for approval from car ins pector. f ,ea�,��l'�I, ori. �a�� ' PLANTING PLAN �' ._ .�. .�. r_•....r'irVua.r4., rev.. t:lc,:, .J•{f.'LI]Lf`.Li. l-1L�. 1 d �fr_: � .►1a� i �r�,-t�,�l t-s�rt � �r►. , /s r-4 v I�> r:r> %z �r1�,rE2 z ��I- I, J(i I` "��7 APPROVED BY: r r1,�►rlt'(�r'I r1r�Tz� �,vt•.fgp Fwir t Ec-�,F,r e>f ► s -rr DATE: ._ / CITY ENGINEER . 3 -+ � �` � � _ R.C.E.NO. DES" No 6GAt,� G'�t4r-i is _�tJt-J ,� TriG Lr�, CSV G t=c-� �;I�rj! i"t_ J� J.F. CATALD &_ASSOCIATES RE OR !1 �DG r�j�f"• C - �r�►-`� Fire � �.I�'�rJr�ri.,- o� ��r ��r�Ip�s �� 8A VILLAGE LOOP ROAD SUITE 335 DRAW PHILLIPS-PANCH, CALIFORNIA 91766 SHEET _ II� r i�.r. D �� {%►: ��/Er=r�t-4> �`{ "I��C-= I�t�r«`(.r � ; fie- �G�-rs�� n«-r�i,r-iF-ti•lr ¢f;rre`� 5A�'-t' t.-So�l'L - (91J9) 623-2343 Iov- er1 r ,�, �FF� To r �-ZaF r2 .FFG/a-1' � OF JZ �I `�T R. r i�.1� pF�a r IS P-EF�� `o St�EF%� L.- 8 of 11- hom : Nn l2>~Its WIU. �� 1'�12Mt1 V N1THIN 15 l=eer GF 'rHE of CMECKf>� DRAVKMG NO. N\VJr2 ✓T1HCo Uie �UTUM2-� �1 N �� DSCi'Pfv S -�1�1�/�("(O ( F r0 S�Ff L-J TM�V L"I2 GF (Z �Ir✓ RCE N^� — DATE FILE NO- -z556 - r PLANTING NOTES �-� � FIAt•fT LEGEND 1. Soil testing and preparation: ?IIA t . -172 CDMM*AC G� y,�, IN _ CATEGORY SYMBOL BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY Samples shall be taken at the fir✓ Viol mirf OG Ati-f yr'xvy) PAOomb conclusion of rough grading, an mIN - p� ?� hr int T1�} man -'T1�{�n-s`� ShZc�l 1� GIUen �U V11(� Feer ,4 1 Tr-ee3 PLA RAC Platenljs recemo3a California sycamore epprox 35'o.c. 15 gal 2 agronomic soils.report shall be made of all -7-71 t� 'F�E ' areas to be planted; aad all such Aixent tree. CER OCC Cer-r-is occidentalis 4l'estern redbud 20' o.c. min 15 gal 26 recommendations shall be followed_ ELA ANG Eleagnu::. angustifolia Ru,sian olive 10' o.c. min 15 gal 1 i Soil samples may be sent to: Soil & Plant Lab "- _ 'vines MAC UNG Macfadyena unguis-esti Cats clear 15, O.C. 5 gal 7 412 S. Lion Santa Ana, CA 92701 lg shrubs :r'L GDN ?tylosma r.ongetum Shiny xylo3ma 7' o c 5 gal 11 (714} 558-8333 _ f re-KeM rC,F rv+ ties-_. AE 3) t1ed shrubs AF EG Abelie grandiflora 'edward gour,:her' Gloasy abelia 4' o c S gal 39 2- All ground cover areas planted from rooted `' -• cuttings shall be treated with q pre-emergent _ _ DIEVEI: Dieter vegeta Forthnight lily 3' o.c. 5 gal 98 p^j PITT WD Pitto:;porurn tobira '%eheelers d••„arf' Dwarf mrn;k orange 4' o c 5 gal 77 weed killer- Y� �� 2•��r1M�lt�?1 � ti �. - � -v. �- - • NAN DOM Nandi na dome}tics Heavenly bamboo 3' o.c 5 gal 68 3. Contractor shall install plants in quantities fly 'Street trees shall be installed per the fol Iwing criteria Lex:/ shrubs RAP IND Raphiolepis indir.:a 'ballerina' Dwarf Indian ha'hrthorn 3' o c S gal SS 8s indicated On ►c ,�►ry 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE s;ITH CITY JUN BAH Juniperu:; c. 'bar- harbor' Bar harbor juniper- 8' o C. 5 gal 48 --f - STANDARD PLANS - Maintenance period: .JUN F.C. sq Junjperus uamate 'blue carpet' Blue �_arpet juniper 5' o.c 5911 86 =�. I� ��•rS • - - --- BAC. PIL Bacr:haris pilulari3 't••rin pecks' Dararfcolp)te bush 6' o c 5 gal 42 1 0 PEP Mahonia repens Creeping mahonia 3' o c 5 gal 122 � TRA JAS Trachelospermum jasminoide3 Star jasmine 2' o c 5 gal 42. PRIOR TO THE COF^STriC��'VT OP A?FY PLANTING, AN AGRCNO2sZC SOILS REPCRT SHALL BE FL-PUNISHED TO i E C'.TY iNSP:C^-•OR. ANY UN-USUAL PCIS PRI] Rosmarinus pro3tratus Creeping rosemw y 4 o-c 5 gal 7 TOXICITIES OR n--Rc IENT CEFIC:-NCIES MAY REQUIRE BACXFILL SOIL AY.ENDlS_rN-TS, AS DET MINED BY TFE CITY INSPECTOR. Q. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIV/SIGN. STREET TREES ARE TO BE PLANTED PER PUBLIC I?SPROVL ENT PLANS — — J �• Our v �� i W ._... rl 2 I�v°J1. 11"1/`c, Eqj CvfRIPVI FC Cf.- b;Wet r/VLJ '►F�GTrp� tf , ty Imto1'tt�VplPerrS erFEe ,vync�tmr�tze,r O 4”TH I liM, p.to•CWcoriejf,0-rP Al t,(-ryr-) M kJ r7 or so. ca 1% fr . l-1M 1 rte, �. ID rG 5#kCr- i?IL .- -► 4�-54 TRA .IAS MAN R5P I�lo►�k C et �TYf') � j �M11" -�ATjmPrIdu t ` IJP L) 1�+-K ,� Pie e-�1� s al I Gtr,) e V Ftp Te> ��-�. r� PITT .D• . I¢a 6& Pie, vei& >� �5 ;2 , 0 w �P� e R s>-o os �, I-Y�A�f eb �, r,1✓ `f 3 Ttel _ -- • • . I -5 vie; veC� �. r� �' * fir! eEFr�t✓ o G►� 9�i ,1 , tC 2 l%Y �/i� CXr' 11� E - --- - — . u �, / ` - - - - - - DF `�' 1• T1 R hJ t16 ►It, �' �'V--E � t N - • � tfit' rpe_ • I?- 5&AL, SUN .ra1camImIcbe p( `1L Cr1�) �d Gb 2 tz^L r'v; FQrTr�t't�r r"t e Ir Il S CAL, e - e • ry o <r ° • a ° o , �, 'Of 77 '^ • ° "'rX ;_A. 1 - • AH R!✓ 12-513aG FI1r � • e ' ° o � '�� / p 1%l1NlZ8 �' 1rYr _ 7 • • � ' • • - - -- _ • • ! p • ° •• ! ti ` </ v U "\ � 1'1 f V r i • ------ • • • 4 :. _ s u c c •�,j;1.i^i fi� o - - , -- ° - -v - ,,,,,,..w...�rr--,..., �.,�.-...,,.i✓..w..� - •+ OP - • • - V e r � � a e 3 - • ♦ 0 y e • r eo d o � 6F= sa,c 1=EE _ - - 0 r'I�..Io aFA,Gv+-.y%Ei� ur�1r - — � 1i1-j IF 1:1_14e,QP11-eA z- 154 f7LA f-AC- • �C� PITT- W 1� 15 -5b L1U o• PI 0,0. I�- rDt-, xYl. 6,oN NADoM, q� )Pkp INQ �o- b Ros �Ro ca' �!� � � � ' ( MSX ger TO r �- 5c� F,P�P_INI� �- �C� �N r' I�r., C%l . 9,1-r-4, VO'-Kr, C--(r-?) 11 -5(1 rVkG uc, A p- To p f�rAIL- 6HT l--°�of10 V r.�_. �l1TUP8 CAAIN UNK Fi ZCF • Wf OTH151M ( 'X60 COW MW 5rj1'Ih @ MeO' UNE- pr�t OT Iffi'1"W Mt4kNsi, V w It C cc rr `yGAL F_ GYM� I. 10TH - w i PT-H - H G52TY t GROUND COVER LEGEND X �1 x ZJ � - - .:rT �120�NT1-•1F�qr ��D►�i�NDUM x 2' x Ig" II <� _ - - ® / i .f zi �I- 'ti �' / .c CITU — DESORPTION OF REVISION DATE APPROVED © let X- X211 X �2" -- " �►� � - � CITY OF RANCHO CUCAMONGA Cosrse-grind shredded chpper m*h toathiclmessof a � 4 de th P _ - -' Avdable through: Blue Fbbon Nursery or I "Mer 17 D� BHT - • . Orange, CA -- - — — — — — _ l 3 O- _ 9 T —i TRACT 138 0 e 714 633 3666 � � r- .3 BAN Y STREET r. v_ BANYAN STREET Note: C~orshdsubmiit asample pdorto purchase of L1 � �•'� - �� m ulc h f orroval�f om insp ed or. PLANTING PLAN >4 w -AP41 ny,/G, rr-, P�rcv A-r �•1 - - Z �- P rl - 7 r �Il�� TwP►-1��-t►-�-rz. ,��,J.lv, � �-rt= Va �t�•• �� J� t� "� � ;•,-• , : APPROVED BY: DATE.c +�r-w r�t'�- 3 t - " ! PA 07% CITY ENGINEER R.C.E.NOe 4�1- DESJ1Gli R -COW • ' " �= . QiJ�,.�TTTE=.S 54-�J••�►-I D r•� �+-I� LC;G,�V �if-ri �`f� t�'(i t'I�`["C_ Pji (1�-t�� - �� J.F. CATALDO ASSOCIATES _ SI JI P C SJITE 335 �� ►-jn r r'�" ►-� r..1 n r r n r.-- � � -u h 8A V I L LACE L00 ROA Y L �� I I I r� r � r'I r-� rr- �-,•-•r f � ' w F3C G� EP-r�r=N �'( �r-lr� t -�i�J�• I r:{> �i /`{� - �F' 1►- �5. �Cf'�tSr�FG ��t'�01154 "' -6 `,�"-T L.-?oF•Jti DRAW PHILLIPS RANCH, CALIFORNIA 91765 SHEET r— �- -12wG,aTcri r�r- 2E .� Ta b 11 1K l� " GFE1 - 2L1N o � WILL Ii (909) 623-2343 pF OE - �� -r<-- L. cF Ole- FVTUI2� '�P�N�s r Fr�� 1n� � �v{�. T fi g I Z CHECKED DRAWNO. • �t� L-FI-��[�'Fi �'C'LI FIG1`�G t-f7 P-�-i'E'er �c� S�t'�-jS L'��hw L-�Z GF (Z J.FI� -PC E. MO �s.✓ !� ^� . DATE BILE NO : NO STAND ALONE CONTROLLER WITH ANTENNA o 24' STRONG BOX MODs6-lassEL EL NO Q W Q ANT 1 ANTENNA PORT Z o EPDXY FILLED LOCATED WHITE OUTSIDE OF BOX. BLUE wCOAXIAL CABLE m INSTALLATION/LOCATION LLLLLLLLLLLLLLLLLLLL NO PER CITY AND CALSENSE LLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLL Z F- LLLLLLLLLLLLLLLLLLLL ' z ROUND PLASTIC VALVE BOX & LLL L LL REPRESENTATIVE. uLLLLLLLLLLLLLLLLLI ENCLOSURE TO BE GROUNDED PER W LLLLLLLL LLLLLIILU. LLLLLLLLLLLLLLLLLLLL CALSENSE CONTROLLER LOCAL CODE. GROUND ROD TO BE g COVER ETCHED "IRRIGATION GATE" """""""""" RED "SNAP-TITS" WATERPROOF LLILLLLLLLILLLIIIIIL o_ (CARSON OR EQUAL) MODEL NO. PER PLANS BLACK CONTROLINSTALLELER SI DE,DE ENCLOSURE. ON LLLLLLLLLLLLLLL`LLLLLI CONNECTOR OR EQUAL LLILLLtIII L Z LLLLLLLLLLL�L�LILLLL LLLLLLLLLLLLLLLLLLLL 0 - """""""""" PIG TAIL EXPANSION IRRIGATION CONTROLLER LOOP (MIN-24" LONG) Q i7 FINISH GRADE ® CALSENSE HARNESS 120 VOLT DUPLEX ---0, FINISH • OUTLET (GFCI) CD PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL GRADE11 II I I WIRE CONNECTIONS II I I -I I-) I( TERMINAL STRIPS TO EQUAL) WITH PLASTIC INTEGRATED AS PER STD. 8. I I I I I�-III-I I III-III= MATCH CONTROLLERLOCKING LID. PLACE AT GRADE IN x MIN. I I I I 3'-6" X 3'-6" X 6" CONCRETE TURF AREAS AND 3" ABOVE IN DETAIL 520 >c k FOOTING INSTALL A MINIMUM OF -III-III- BALL VALVE - 1 1/2" OR SMALLER WITH I-111- SIZE. ATTACH IRRIGATION I 2% �_ STAINLESS STEEL HANDLE PLANT BED. _ ' 1 I' • 1 1' ' 3" ABOVE GRADE AND SLOPE -III-III III(-II REMOTE PIGTAIL. MFG. io ;D TOP TO DRAIN AT MINIMUM OF 29. III=1 III-I III-i 11= PER PLANS �_� •'• 'I I• • I I• • _ • •: : I i -III-III RESILIENT WEDGE - 2" OR LARGER WITH I-III-1 PIG TAIL EXPANSION -III=III=I•I II III=III=III= GATE VALVE 2" OPERATING NUT III=I LOOP (MIN.24" LONG) x x >c WHITE I=I I (-III I I I=III=III=I I COMMON WIRE/CONTROL WIRES IN ? III=III= EPDXY COATED 11 IF FIELD WIRES � - - (COMMON) -I�- • III III--I I I I I I I-I 11-111- 3" SCH.40 PVC CONDUIT. -III-III 111=1 VALVEF BLUE I�-I�I-I I I-= OF 14 I I 00 -III-III I I-1 WIRES 120 VLCONOUOITT PEIRELOCALIN RICODE)ID TEEL 90o SWEEP ELL �1 II I=I I I=1 I I=1 11= TO POWER SIDE OF CABINET (TYP.) 11=1 I-I 3" 3 -III-III .� I IIII1 I i� RED MASTERCONTROL _ ENCLOSURE MOUNT BLACK E 1o" 16" 11 Ed III-I I III-III-) II-III F�� HEAVY DUTY WEATHER - RESISTANT ANT 1 ANTENNA T FILLED LOCATED OUTSIDE OF II=III=III IT EPDXY II=III- FLOW METER NOTES: DIAMETER SAME PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION SIZE AS FLOW LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. _ 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL. METER SIZE PLANS• CODESLOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR � II A•o �.;.Ao DIAMETER SAME SIZE -4 I-III-I :'o'••o; •o• •o, III-I I PRIOR TO CONSTRUCTION. AS FLOW METER SIZE r _Z -III-III o 0 0 0 0•o III-I I I ELECTRIC METER PER SCE -III-I II-III= 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN CALSENSE CONTROLLER MODEL NO. -1 I M I aQe o III-I SEQUENCE OF REMOTE CONTROL VALVES. PER PLANS. t- -J REFER TO CONTROLLER 1=1 I EEd ;::A'•o ;ob.o I I-III: MINIMUM DISTANCE DOWNSTREAM OF INSTALLATION STD. 0 o-o• 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH UNINTERRUPTED PIPE (5X DIAMETER SECURITY LIGHT I - j_-III-1 1 1 _ .�. ... III-1 BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE OF FLOW METER SIZE) WIRE AT THE ENCLOSURE. TIMER REQUIRED PER L_ -III-III-III-I III=III=III-I MINIMUM DISTANCE UPSTREAM OF PLANS. FINISH I 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. UNINTERRUPTED PIPE (10X DIAMETER GRADE 8' GROUND ROD 3/4" WASHED CRUSHED OF FLOW METER SIZE) 2" SCH 40 CONDUIT 8" 11 11 AGGREGATE BASE 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE FOR SECURITY LIGHT MIN. I I I I I CONTROL VALVES. WIRING. 11 I I I I 2$ NOTES: FLOW METER INSTALLATION . • . , 120 VOLT WIRE IN RIGID 1 . PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RAD10 �j = ' • - 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. STEEL CONDUIT PER (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER I - %- - ON LOCAL CODE) 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. SYSTEM PRIOR TO ACCEPTANCE. =I - - 114. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. II5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. �CN6P,jX ALJJM , ��WH �NGI,osu< 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND -2 q-II7 ALVALVE NUMBER. pyV, I ,T• rr.OD. INGBACKFLOW PREVENTER ASSEMBLYONTCTROLLER �SSTEMBLY C�°Npin°' �uF' NIPPLE - TYPICAL /n VALVE INSTALLATION YPE A (�Iq ) g8o- �702 I CY IN�Au.Ah PSK MI�(p �-�I'F.G4, (4) PLACES or smaller • I I NIPPLE w I TO SPRINKLER - ANGLE PIPE TO a 6" THICK X 12" WIDE CONCRETE PAD (LENGTH VARIES SPECIFIED DEPTH WITH 45' ELLS 3 o SCH 80 PVC UNION PER SIZE/MANUFACTURER) 5 m BRASS WYE STRAINER z SLOPE TO DRAIN AT MINIMUM SCH 40 PVC MALE ADAPTOR Z z WITH 60 MESH 00 2% Q SCH 80 PVC UNION � Z ROUND PLASTIC VALVE BOX do MONEL SCREEN ° w "SNAP-TITS" WATERPROOF o A COVER ETCHED "PRESSURE REGULATOR" FINISH GRADE Q BRASS OR PVC NIPPLE CONNECTORS OR EQUAL � Z (CARSON OR EQUAL) 12" UNION V) z ELECTRIC CONTROL VALVE - FINISH GRADE - PVC SLEEVE REQUIRED FOR m PIPE THROUGH m � PLASTIC VALVE BOX ° ° ' IL _ _ -I ••° •.° _ ° I I-III- CONCRETE PAD � z MARKED "IRRIGATION RCV' _ _ __ (CARSON OR EQUAL) 1-III I-II1=1 �� -� - I I I ' NIPPLE - TYPICAL o ETCHED WITH CONTROLLER -III=1I III=III ,) I II I I I=1 < AND VALVE SEQUENCE -III= 1=III= z �I I FROM WATER SOURCE '( I I--- I I I- (2) PLACES z 6" MIN. I- 1 III I(I vill, I1I =I SCH 40 PVC MALE FINISH GRADEoo -I 90% COMPACTION - .=III I I I STTI IADAPTOR 1=I I I 1= I I-III I} REQUIRED I .; co =III= PRESSURE REGULATOR =III=I I I I I= I=1 =1 I1 SIDEWALK I-III. i 11= �-- I I=T -I I FLOW II11 00000 SENSOR MOISTURE 11IIIII1 11IIIl PIPE TO BACKFLOW TO METER I1 °• III q • ; 1111 _ - II LINE TO SYSTEMS 1 i 1= WHERE 1ETER FROM III= 3" 3" PREVENTOR -� . REQUIRED I I.I I1 (111• 111 I CONCRETE THRUST BLOCK ELBOW -II I I-I, PER CCWD STANDARDS TYPICAL (4) PLACES I 3 I I (1 PIG TAIL EXPANSION =I �I LOOP (MIN. 24" LONG) FLOW RIGID PIPE AND RELATED FITTINGS SHALL BE PER III-III- 3" III=III-II CUCAMONGA COUNTY WATER DISTRICT STANDARDS. :2 FLOW f ( BRASS ANGLE II=III=I -I CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO =1 I I-III-I 3„ I I II I I- VALVE W/UNION -III-III NOTES: CONSTRUCTION. 00 3/4" WASHED z I=III-I L) 0*ao• I-III=III: 1 • INSTALL PER LOCAL CODES. III I10�•e !o :'^:O!, 1 0.0 _z -- o CRUSHED AGGREGATE -III-111- '0'8 III-III- 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY (IIIo�A•o o- III: II-III=1 • A.o 1=III=III: STRUCTURES OR HARDSCAPING. I=I 1 �•:•p'.o - �.�.p•o '00'0 -III-1 �D•eo�O �o. .o• 0.0 :o�•� III=II_ •��.H .: o'•�: o'.o: :, b 11-0,o-0 0 0• I=• 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) 0 0.0 o•o•d � II-111-�- y�', _ .- .-' `•' -III- MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 1-111-III=III=11 SCH 80 PVC NIPPLE ,III .III.�X111 -111=1 I E I E 4. ORIENT UNIT PARALLEL TO STREET. CONTROL & COMMON WIRES 3/4" WASHED CRUSHED 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. AGGREGATE BASE 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF ----- -------- --- _ DISIMILAR METALS. CJTY ,• 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER DESCRPTION OF REVISION DATE APPROVED WHEN MAINLINE IS 3" OR LARGER. BRASS NIPPLE--/ NOTES: REDUCED PRESSURE CITY OF RANCHO CUCAMONCA 1 . INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. SCH 40 PVC SXSxT TEE 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. BACKFLOYI' PREVENTER PRESSURE SUPPLY LINE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. r�inc• 890- 314 NOTES: 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. TRACT 13 �p,� ! �,� 1 . INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND BANYAN 3 Q *.Ao 1k ("BEET 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. VALVE NUMBER. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. Gf��ldN 4• PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE Box. PRESSURE REGULATOR VALVE N ,,I 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5 VALVE NUMBER. P 'APPROVED BY: DATE: -- CITY ENGINEER R.C.E. NO.,Alr93 REMOTE CONTROL VALVE WITH _T DES" J.F. CATALDO & ASSOCIATES RECO�ENDED SHUT- OFF VALVE & UNION 0''* 8AYILLAGELOOP ROAD SUITE 335 & �'�` p�� PHILLIPS RANCH, CALIFORNIA 91765 gyjEET �r (909) 623-2343 L_(D OF 2 CH EC X ED RCE NO DRA"K NO. DATE BILE NO /t 1 RAIN BIRD 33 DNP WITH PURPLE i III I III—I i I I RUBBER CAP — SUPPLY ONE KEY i cam•, III III I I—III III- PER 2 QCV,S INCLUDING HOSE SW STRUCTURE OR w I III III HARDSCAPING Z Z —III I I III FINISH GRADE — INSTALL IN w 5 I I III PLANTER BED ONLY CLEAN BACKFILL — SEE i7 18" MAXIMUM SPECS. FOR MATERIAL. C14I I I I 90% COMPACTION REQUIRED DADAD DAD AD DA III I I _I I EdE9III—III—I v vAo oA v o Z I I NON—PRESSURE LATERAL LINE: -III=III=I =III—III=III=I = _ SCH. 40 SNAKE PIPE IN —III I I SCH 40 BRASS NIPPLE 12" -III=III III I I=) I=1 TRENCH =I II= SCH 40 BRASS 9(f ELL -III � -III —III I PRESSURE SUPPLY LINE: SCH 40 BRASS 90° STREET ELL _ SCH. 40/CL. 315 SNAKE�I SCREW STAINLESS STEEL I I I III— PIPE IN TRENCH Z SCH 40 BRASS NIPPLE — III I I—I I 24 LONG MINIMUM (3) PLACES =III I = CONTROL WIRES — BUNDLE SCH 80 PVC 90' STREET ELL 4 REBAR STAKE Ed I I N _ I I I I NSDTA LPADJACENT TAE AT 15' DOC. AND24" LONG) III I I II I I I 11 PRESSURE SUPPLY LINE —I I II I ( I 1=1 II I 6 I ITP III III PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING NOTE: 1 . PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH PRESSURE SUPPLY 3" AND LARGER 24" MIN. DEPTH LINE FITTING + PRESSURE SUPPLY LINE I'n TYPICAL TRENCHING 8 UICK COUPLING VALVE WITH METAL STAKE FOR NON TURF AREAS HARDSCAPING(SEE NOTE 4) HI—POP SHRUB HEAD BODY SET TO 1/4" ABOVE FINISH GRADE -III I III III FINISH GRADE I III i I III III= -III I III III I I=I I I11=III=1 -III I I = II III i—III—III— 11—I I II I II Z —III — CLEAN BACKFILL — SEE III F. I MI I I I E — SPECS. FOR MATERIAL. -1II=1I1= II=1II I I I I 909 COMPACTION REQUIRED - III—III III04 _III II— II 11 11= I1=1 I I I I1 1 PROVIDE 6" MIN. OF SAND =III I I E —III BEDDING AND SHADDING • N 1= II=III - =111 -III II II -1II I III- III CONTROL WIRE SLEEVE - -I SIZE PER PLAN INSTALL III ADJACENT TO PRESSURE N I III I SUPPLY LINE PRESSURE SUPPLY LINE III I I 1- III III I I Ill III— SLEEVE — SIZE TWICE 1 1 I DIAMETER OF PRESSURE SCH 40 PVC 6' TYP. SUPPLY LINE MARLEX 90' STREET ELL 90' STREET ELL NON—PRESSURE MARLEX 90' STREET ELL NON—PRESSURE LATERAL • LATERAL FITTING LINE SLEEVE — SIZE TWICE NOTES: DIAMETER OF NON—PRESSURE NON—PRESSURE LATERAL LINE SCH 80 PVC NIPPLE 1 . ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE TYPICAL (2) PLACES 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. ANTI—DRAIN VALVE AS REQUIRED 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. • 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY NOTE: STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, STRUCTURAL SECTION). AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. TYPICAL SLEEVING 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. HI-POP SHRUB SPRAY DESCRIPTION of REVISION DATE APPPRORO VED CITY OF RANCHO CUCAMONGA TRACT 13890- 314 BANYAN S"rREET 4- I rP&Y'% 10N m"hl i s APPROVED BY: DATE: CITY ENGINEE R.C.E. 402`f953 DES" — - —- R ECOYN ESO ED "�-'''0 • . J.f. CATALDO & ASSOCIATES r �- �/` 9 4 � 8A YILLAGE LOOP ROAD SUITE 335 OiiAWN PHILLIPS RANCH, CALIFORNIA 91766 SHEET (909) 623-2343 OF 10HECKED RCE No_ jDRAWVK11$o./ yCZ5,10 DATE 9IIE NO D� ORIGINAL GRADE C �� OAP,,Ei 1- w W/00 wat, _ v CXTItTM -1-HAP '>A t71hME1Yx, !I - 3" BERM TIGHTLY COMPACTED IN. PLACE TO FORM WATERING BASIN. 1-I I I= TOP OF STAKES BELOW HEAD - - -j'OP O� R.a'rrt3Al.l.TO * TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO � ALLOW FOR WIND FLEXING OF THE TREE. F TREEIT WHERE SPECIES GROWTH S. FINISH r q �""`0 APM 0"r- FV•1-F Cr BUT NOT SO LOW AS TO LOSE SUPPORT =I I I I-III- tiV �,� RF�DUiFte_t-�nP_N OR ALLOW THE HEAD TO DROP. N �_ AIN TRUNK (WIN ,e t 11 I F * (2) SETS OF CINCH TIES < SPACED- -1 I I 1L "> GALVANIZED SCREWS APART A O WITH IB' _ NOTES: I-) III I J 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AVT EDGE - ROOT BALL �, LODGE POLES. OF ROOT BALL DO NOT CRACK ROOT BALL -IIIVV\/ 12' MAXIMUM y - - - 2.1/ j' PIA. LOR316 P� PINE 6TAY t','S , - W l p12�SE/tVA1NE hTI�IN, - - I� PLANT PIT TO BE 2 TIMES THE � I-I I 1-I I I- I I-II-I I -I I-I I : .�I I I WIDTH OF THE ROOT BALL J� 17K A M10 0P �" INTV � S Uur�►��tlsaF�ehL t�ioslnorJ .III =1 I I=1 I I=111=III=1 I I=1 I I=I I ,-; L_ 1=I 11=1 11=1 11=1 11=1 11=I 11=I I I=1 It?"r-F,s 0L"rsIrx Imo'P4*u,, F I j I M I I=1 I1=1I 1=1 11=1 11= 1=1 11=1 I I=1 i t-1 11=1 I I I I=1 WATE I I=1 I I 3" BERM TIGHTLY C NG IN PLACE TO FORM WATERING .III=1 I I=1 I I=1 I I=1 I I=1 I I I I=1 I I- BASIN. LOCATED OUTSIDE OF IG��r�t�Tl✓i; ' PLANT PIT. UNDISTURBED NATIVE -SOIL. .. J CONTAINER PLANTING ON SL PE. Cl-Tv 501 `' 111-111=III �I11=III-III - I NATIVE BACKFILL WITH EQUAL NO ROCKS GREATER IZ r J I?� I�✓, ��„��p�� I 4" OF COMPACTED COARSE GRIND THAN 3' DIAMETER =III =I I I= WOOD FIBER MULCH. - ROOT BALL PLANT PIT TO BE (2) I=III �l 11 =1 11= HARDSCAPiNG/ CONCRETE NOTE: TIMES THE WIDTH OF 1 THE ROOT BALL.HEADER nNISH GRADE F1 I -_ __ _-1 I_ I _ - , 1. ALL SHRUBS/GROUND COVER TO. BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS t° OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. -III-I I �I -III-III-I I � 1 i=T�1 =- Illl I _ 12" Z WNFRE P -D r. �T -Tb watt's, waucs ort =1 -I I I1=1 I �I I I=I I 1=1 I 1=1 I�I 11=I I I=�I sIn,ill�pS �,.Y,ITAT,Oh/s A" 5►+Rubs,/ ��U►.1t7 cbv i _111=111=111=I I1=1 I1_11I-I I 1-1 I I=I I I= -" bE P%-ANTra-0 AT or.,A-HALF -INE MSIG►JA-MV �3p �nl�o UNDISTURBED NATIVE SOIL. III-III-I I X111=111=I i I=1 II-1 I I-III I I "OM suc4 t-tmtTs. _ • � � _ =III-111=I II=1I l�--III- � f • � :d 3� ��►�, I�eou��.Mel r� �1�u, cep.#.,-�tt� �,NrL a�aN-P�,I� I I-1 I I-1 -) I I-1 N --_= DP ��['PMA�1�I�IAIf� . PLA;1 ' CQI�I.! j1Pl� jool kTw oN 1w, NOTES: 11=1 11--III=1 I I=1 11=1 I FA 11=1 11 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL. -III-III I I I1III I II I _ 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. SHOVEL CUT EDGE COMPACTED NOTES: NATIVE SOIL � ` L - - 5I�K1I"J �I�� STT 502 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. (D 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. N i_ • 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF WOODY PLANT. I A FORM n � TIGHTLY COMPACTED 3' BERM TO 0 X21 MULCH INSTALLATION v 6cl W E ` 7-of CF �rgAU- DEPRESSED WATERING BASIN. to 1;_�X•TEND Z" 4"WOf70 GFfIp U AItVrs PINIKH MULCH. S �J I 1 SYSTEM SUMMARY XERISCAPE ASSESSMENTl / * TOP TIE TO BE PLACED AS LOW �J AS POSSIBLE N T TOP OF STAKES W 5 BLE 0 HE TRUNK BELOW HEAD TO POINTS REFERENCE. ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH - _ - - - - NOT HABIT PERMITS. E BUT NOT SO LOW AS TO RT - - - - -(Sheet # ef. # LOSE SUPPO -I I I-II I-I I I III-III-III=1 I CLAIMED (S /R ) �� , ,-, - R 0 ALLOW THE HEAD TO DROP. - _ I. LANDSCAPE [Point Value] PR R - MAIN TRUNK 11=111 I I I. OYIX SCORE JOINTS AT to o D.C. AND 3/I ItTUMINOVS FELT tt►ANSION JOINTS _ r • N - -1 III-1 AT 20 •o O.C. � w SETS F IN 1. Water conserving plants.[201 to Z-411-16 p� 16' a * SPAC 0 2aO" APART ATTACH WITH ROOT BALLI- � I I- I- 2. Turf limited io 25% 45% residential. 20 t• IN UWN residential.[201 GALVANIZED SCREWS TO 3^ I t0 t.y,L-s 1 i�.t�d 1 _ - I - Plant grouped b watean need. 10 IN ►UNIT $E0 12' MAXIMUM LODGE POLES. _ _ _--_- 3. s COkCRE1E 1'W CURI - RJIOTUS EXPOSED Et�GES � Ix Y g [ j E I I-- - - - = I - PLAN OF THE PIT TO B OOT)BALLS THE Ip � �'SA t.u�rna � �1; �fAk�s _I I I_I I I_I I I-III I S I I��I I Ill I I: � L.-q, I••6I � AMD r N PER ► (INSTALL AT GLAD - - 1 11 SH E lJut E �• W�V�" TEe �T�IN: I1=III=I I I-1 11= I 1=III=I I I=1 IWTI = 4. 1 rdscape (non irr>gated) surfaces.(10] IEYEI AT S,�AIE CROSSINGS) WLR A MIN Or i0 INtO =III=III=III=I I I�I I I=I = I 5. Permeable paving.[5] FINISH t.RADfUNt71��Ufip,�pILi f�rT1o1J I�w 11=10=111-111=1 I 1=1�I=I -i i �I T -- • 6. Low-water turf varieties.[5] now* DE - ORIGINAL GRA -- �.. . . I„I I T-11-III,;,_ ,I�„�- 7. Mulch provided in non-ground cover areas.[5] l� !1Lt _ . - - 13 RE-TUu CONTINUOUS _-- IN BERM TIGHTLY COMPACTED J IN PLACE TO FORM WATERING NATIVE BACKFILL WITH NO 'f It ,••�p (UNLESS OTHERVISE INSTRUCTED) BASIN. LOCATED OUTSIDE OF ROCKS GREATER THAN 3' 8. Soil amendments.[51 00j,•� � UP b PLANT PR DIAMETER. l 1 DC7' • ' I I-I I _ - lum UNDISTURBED NATIVE SOIL Total Points Claimed: I) I I 111 (Minimum Points Required: 601 1� 11 II I I I II I (- W X 61' GOP G. MOW LUR b 4 fi"TW E E 0 F7F I /PAT � GIT`( All-,G0,%%5 NATIVE BACKFILL WITH _ = t NOTES: NO ROCKS GREATER II 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE IL IRRIGATION(Point Value] THAN 3' DIAMETER =III =1 ( I= OF ROOT BALL 00 NOT CRACK ROOT BALL ROOT BALL 111=11 1. Low gallonage irrigation system.[20] =Q L-_�{.�� fts a PLANT PIT TO BE (2) 1=I II( ` =,I (_ TIMES THE WIDTH OF -1 I I- / \ , - I 2. Automatic controller.(20f SQ j:�IL-'! jk y THE ROOT BALL I- 11- - - - - - _ 3. Designed to water plants by watering needs.[101 10 1 I -I I-I 1=I I l: 1�1-1 II-)�1 1=1 I 1=I I I=I ( I-I - - P1. . t3 I II-1 I C-1 1 I i-I 11=1 I -_- _ 4. Soil moisture scnsors.[10] to La`vi acoali I I I-i11=1 I I_i I a I 1=1 I I_I I I-I I _ 5. Rain sersors.[5] r UNptSTURBED NATIVE SOtI. -1 I I-I I I-I 111-1 11--1 �I I1=III-I I II I 6. Wind sensors.[5] . l El 11=1 11--1 I I-I 11=-1 I K 7. Sensitive to slope factors.[5] W 11=III-I -III=I I NOTES: I 8. Reclaimed or recycled water.[5] 1. REMOVE NURSERY STAKES 1 '�t CITY OD DESCRPTION OF REVISION DATE APPRove� Total Points Claimed: 2. STAKES TO BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. (Minimum Points Required: 601 i 11 1 I �, CITY OF RANCHO CUCAMONGA .2 x 0" =F- , ►�'� DOUBLE STAKED TREE ON SLOPE Jos TRACT 13890 3890-3 I,HoM13 w>ta -.f`� BANYAN STREET PE ONLY� `J^ vE_ r✓tAx C I PLANTING DETAILS do ��'� APPROVED BY: 01, DATE: IV ' i CITY ENGINEER R.C.E. NO. '; DES"ICY_ RECOhl1►!E1+1DED_ N e'� J.F. CATALDO & ASSOCIATES ,,11 BA YILLAGE L00P ROAD- SUITE 335 � 4275, GROSS �F.,c f 1 f4 i� � �I 5� w;o �fi1W Pv'� 6Rr L'`T Pril- � t I � DRAWS! PHILLIPS PANCH, CALIFORNIA 91766 SHEET 8 DM@ �@ pt.t' (909) 623-2343 V 8 dr N lit- OF ZOF C CHECKED4 C E NO-- DRAWI No. `L PATE FILE NO i �w -L� CITY OF RANCHO CUCAMONGA 2. The Contractor shall make neat and legible notations on the record drawing progress 1.05 SUBSTITUTIONS D. Brass Pipe and Fittings: PLANTING AND IRRIGATION SPECIFICATIONS sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match A. If the Contractor wishes to substitute any equipment or materials for the equipment or the plan,the Contractor must indicate that equipment has been relocated in a graphic materials listed on the Drawings and Specifications,he may do so by providing the following 1• Where indicated on the Drawings,use red brass screwed pipe conforming to Federal manner so as to match the original symbols as indicated in the irrigation legend. The Specification #WW-P-351. g Y g g information to the City of Rancho Cucamonga for approval: , SPRINKLER IRRIGATION SPECIFICATIONS relocated equipment and dimensions will then be transferred to the original record 2. Fittings shall be red brass conforming to Federal Specification #WW-P460. drawing plan at the proper time. 1. Provide a statement indicating the reason for making the substitution. Use a separate PART 1 - GENERAL sheet of paper for each item to be submitted. E. Copper Pipe and Fittings: 3. Before the date of the final observation,the Contractor shall transfer all information 1.01 DESCRIPTION from the "record drawing" prints to a sepia mylar or similar mylar material. 2. Provide descriptive catalog literature, performance charts and flow charts for each I. Pipe: Type K,hard tempered. Arrangements shall be made through the city for obtaining said sepia mylar or item to be substituted. A. Scope of Work: Provide all labor,materials,transportation,and services necessary to furnish similar mylar material. All work shall be in waterproof India ink and applied to the 2. Fittings: wrought copper, solder joint type. and install the Irrigation System as shown on the Drawings and described herein. mylar by a technical pen made expressly for use on mylar material. Such pen shall 3. Provide the amount of cost savings if the substituted item is approved. be similar to those manufactured by Rapidograph, 4ueffel &Esser,or Faber Castell. 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% B. Standards: All work and materials shall comply with governing codes, safety orders, The dimensions shall be made as to be easily readable even on the final controller B. The City i Rancho as an onga shall have the sole responsibility in accepting listed rejecting �� an submittal item as an a roved equal to the equipment and materials listed on the cadmium, solidus at 1125° F, and liquidus at 1145° F. standards, and regulations, and meet the minimum requirements of the Standard chart (see Section C). The original mylar record drawing plan shall be submitted Y PP q to the Cit of Rancho Cucamonga for approval prior to the completion .of the Drawings and Specifications. Specifications For Public Works Construction (Green Book) latest edition. Y g PP P P F. Valves: controller chart. 1.06 GUARANTEE 1.02 QUALITY ASSURANCE & REQUIREMENTS 1. Ball Valves (1'/z" and smaller) 4. The Contractor shall dimension from two (2) permanent points of reference, such as building comers, sidewalk edges, road intersections, etc. the location of the A. The guarantee for the irrigation system shall be made in accordance with the attached form. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all g g � a. Ball valves shall be a 125 Ib SW bronze valve with threaded ends and shall following items: The General Conditions and Supplementary Conditions of these Specifications shall be filed observations as required. g with the City prior to acceptance of the irrigation system. be b. Ballvalvesshall bewith a tsimilar toainless handle.el thosemanufacturer by Nibco or approved B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be a. Connection to existing water lines. equal. followed in all cases where the manufacturers of articles used in this Contract furnish b. Connection to existing electrical power. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. C. All Ball valves shall be installed per detail. directions covering points not shown in the Drawings and Specifications. c. Gate valves. ' d. Routing of sprinkler pressure lines (dimension max. 100' along routing). C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the 2. Resilient Wedge Gate Valve (2" and larger) C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations e. Sprinkler control valves. following information: governing or relating to any portion of this work are hereby incorporated into and made a f Routing of control wiring and locations of all splice boxes. GUARANTEE FOR IRRIGATION SYSTEM a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" part of these Specifications, and their provisions shall be carried out by the Contractor. g. Quick coupling valves. operating nut. Anything contained in these Specifications shall not be construed to conflict with any of the h. Stub-outs for future connections. b. Resilient Wedge Gate valves shall be No. 403 RT-RW as supplied by Watts We hereby guarantee that the irrigation system we have furnished and installed is free from defects or roved equal. above rules, regulations, or requirements of the same. However, when these Specifications i. Other related equipment as directed by the City of Rancho Cucamonga. PP q in materials and workmanship, and the work has been completed in accordance with the Drawings and Drawings call for or describe materials, workmanship, or construction of a better C. All Resilient Wedge Gate valves shall be installed per detail. and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair .quality, higher standard, or larger size than is required by the above rules and regulations, 5. On or before the date of the final field observation, the Contractor shall deliver the or replace any defects in material or-workmanship which may develop during the period of one year the provisions of these Specifications and Drawings shall take precedence.. corrected and completed sepias to the City of Rancho Cucamonga. Delivery of theG. Quick Coupling Valves: from date of acceptance and also to repair or replace any damage resulting from the repairing or sepias will not relieve the Contractor of the responsibility of furnishing required replacing of such defects at no additional costs to the City. We shall make such repairs or D. Explanation of Drawings: information that may be omitted from the prints. replacements within a reasonable time, as determined by the City, after receipt of written notice. In 1. Quick coupling valves shall have a brass, two-piece body designed for working the event of our failure to make such repairs or replacements within a reasonable time after receipt pressure of 150 P.S.I. 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, C. Controller Charts: of written notice from the City,we authorize the City to proceed to have said repairs or replacements sleeves,etc., which may be required. The Contractor shall carefully investigate the made at our expense and we will pay the costs.and charges therefore upon demand. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type structural and finished conditions affecting all of his work and plan his work 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before shall be as shown on the Drawings. accordingly, furnished such fittings,etc.,as may be required to meet such conditions. controller charts are prepared. PROJECT: Drawings are generally diagrammatic and indicative of the work to be installed. The I H. Backflow Prevention Units: work shall be installed in such a manner as to avoid conflicts between the irrigation 2. Provide one controller chart for each controller sequence. LOCATION: system, planting and architectural features. 1. Backflow prevention unit shall be of size and type indicated on the irrigation 3. The chart shall show the area controlled by the automatic controller and shall be the SIGNED: drawings. Install backflow prevention units in accordance with the Drawings. 2. All work called for on the Drawings by notes or details such be furnished and maximum size which the controller door will allow. installed whether or not specifically mentioned in the specifications. ADDRESSED: 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 4. The chart is to be a reduced drawing of the actual installed system. However, in the 60 mesh monel screen and shall be similar to Bailey #10013 or approved equal. 3. The Contractor shall not willfully install the irrigation system as shown on the event the controller sequence is not legible when the drawing is reduced, it shall be PHONE: DATE OF ACCEPTANCE: Drawings when it is obvious in the field that obstructions, grade differences, or enlarged to a size that will be readable when reduced. discrepancies in area dimensions exist that might not have been considered in 3. All pressure main line piping between the point of connection and the backflow PART 2 - PRODUCTS preventer shall be installed as required by local code. The Contractor shall verify engineering. Such obstructions or differences should be brought to the attention of 5. The chart shall be a black line or blueline ozalid print and a different color shall be with the local governing body as to material type and installation procedures prior the City of Rancho Cucamonga. In the event this notification is not performed, the used to indicate the area of coverage for each station. 2.01 MATERIALS to start of construction. Submit shop drawing for approval. Contractor shall assume full responsibility for any revision necessary. 6. When completed and approved, the chart shall be hermetically sealed between twoI. Check Valves: A. General: Use only new materials of brands and types noted on drawings, specified herein, 1.03 SUBMITTALS pieces of plastic, each piece being a minimum 20 mils. or approved equals. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction A. Material list: 7. These charts shall be completed and approved prior to the final field observation of B. PVC Pressure Main Line Pipe and Fittings: with replaceable composition, neoprene, or rubber disc and shall meet or exceed 1. The Contractor shall furnish the articles,equipment,materials,or processes specified the irrigation system. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. Federal Specification WW-V--51D, Class A, Type IV. by name in the Drawings and Specifications. No substitution will be allowed without D. Operation and Maintenance Manuals: • 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread prior written approval by the City of Rancho Cucamonga. 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve 2. Complete material list shall be submitted prior to performing any work. Material list 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior compound conforming to ASTM resin specification D1784. All pope must meet shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall include the manufacturer, model number, and description of all materials and to completion of construction, two hard-cover, three ring binders containing the requirements as set forth in Federal Specification PS-22-70, with an appropriate shall be similar to the Valcon "ADV" or approved equal. following information: standard dimension(S.D.R.) (Solvent-weld Pipe). equipment to be used. Although manufacturer and other information may be , J. Control Wiring: different, the following is a guide to proper submittal format: a. Index sheet which states Contractor's name, address, and telephone number, 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with and which lists each installed equipment and material item including names solvent welded joints. 1. Except as noted otherwise, connections between the automatic controllers and the Item No. Descriptio n Manufacturer Model No, and addresses of manufactures local representatives. electric control valves shall be made with direct burial copper wire AWG-U.F. 600 b. Catalog and parts sheets on every material and equipment item installed 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC compound volt. Control wiring installed in control wire conduit within structure shall be made 1 Backflow Preventer Febco 825-Y-BV under this Contract. conforming to ASTM resin specification D 1785. All pipe must meet requirements with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each 2 Automatic Controller Calsense ET1-DTR2 C. Guarantee statement. as set forth in Federal Specification PS-21-70. automatic controller. Common wires shall be white with a different color stripe for 3 Master Valve Clayval 136-ACSKC d. Complete operating and maintenance instructions on all major equipment. each automatic controller. Install in accordance with valve manufacturer's 4 Etc. Etc. Etc. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to specifications and wire chart. In no case shall wire size be less than #14. Irrigation submittal must be specific and complete. All items must by listed and 2. In addition to the above mentioned maintenance manuals, provide the City's ASTM test procedure D2466.should include solvent, primer, wire, connectors, valve, boxes, etc. No copies of maintenance personnel with instructions for major equipment and show evidence in 2. Wiring shall occupy the same trench and shall be installed along the same route as manufacturer's literature (catalog cuts) are required as submittal information. . writing to the City of Rancho Cucamonga at the conclusion of the project that this 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type pressure supply or lateral lines wherever possible. service has been rendered. and installation methods prescribed by the manufacturer. 3. The Contractor may submit substitutions for equipment and materials listed on the E. Equipment to be Furnished: 7. All PVC pipe must bear the following markings: 3. Where more than one(1)wire is placed in a trench,the wiring shall be taped together Y Drawings by following procedures as outlined in Section 1.05 of the Irrigation a. intervals of fifteen (15) feet. Specifications. 1. Supply as a part of this contract the following tools: a. Manufacturer's name C0NTINl1EI� ON SHT L-°I of Z b. Nominal pipe size 4. Equipment or materials installed or furnished without prior approval of the City of a. Two (2) sets of special tools required for removing, disassembling and C. Schedule or class Rancho Cucamonga may b2 rejected and the Contractor may be required to remove adjusting each type of sprinkler and valve supplied on this project. d. Pressure rating in P.S.I. such materials from the site at his own expense. b. Two (2) four-foot valve keys for operation of gate valves. e. NSF (National Sanitation Foundation) approval 5. Approval of any item, alternative or substitute indicates only that the product or C. Two (2) keys for each automatic controller. f. Date of extrusion CITY DESORPTION OF REVISION APPROVED products apparently meet the requirements of the Drawings and Specifications on the d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve installed. 8. All fittings shall bear the manufacturer's name or trademark, material designation, CITY OF RANCHO C U C A MI O N G A basis of the information or samples submitted. size, applicable I.P.S. schedule and NSF seal of approval. 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the- 2. The above mentioned equipment shall be turned over to the City at the conclusion guarantee. Such warranties shall only supplement the guarantee. of the project. Before final observation can occur, evidence that the City has C. PVC Non-Pressure Lateral Line Piping: TRACT 13890- 314 received material must be shown to the City of Rancho Cucamonga. BANYAN S GREET 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld B. RECORD DRAWINGS: 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING joints when installed in planting areas. vide and keep up-to-date a complete record set of bluel>ne 1. The Contractor shall provide p p P ~ ' P A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule ozalid prints which shall be corrected daily, showing every change from the original g P P g ' g 40 with solvent welded joints. W • Drawings and Specifications and the exact installed locations, sizes, and kinds of loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending ( APPROVED BY: ; DATE: equipment. Prints for this purpose may be obtained from the City of Rancho g P p J g 3. Pie shall be made from NSF approved, Type I Grade II PVC compound a CITY ENGINEER R.C.E. N0.2 q Cucamonga at cost. This set of drawings shall be kept the site and shall be used or a concentrated external load at any point. Any section of pipe that has been dented or P PP � � ` A 3 YP � P � � �� g g P damaged will be discarded and if installed shall be replaced with new piping. conforming to ASTM resin specification D1784. All.pipe.must meet requirements %• onlyas a record set. g p P p g DES" RECOWEWED set forth in Federal Specification PS-22-70 with�an appropriate standard dimension J.F. CATALDO & ASSOCIATES ratio. �F Cad` '' 8A VILLAGE LOOP RQAD SUITE 335 S G+ DRAWN PHILLIPS RANCH, CALIFORNIA 91766 SHEET 4. Except as noted in paragraphs 1,2, and 3 of this section(2.0113), all requirements for (909) 623-2343 L� OF 12 rion-pressure lateral line pipe and fittings shall be the same as for solvent-weld CHEC>rEO DRAWOK"Wo.piessu:•e main line pipe and fittings as set forth in section 2.01 B of the Specifications. RCE NO �� OATE LrILE NO GoI,MNUED �90M 0f PART 3 - EXECUTION 4. An expansion curl shall be provided within three (3) feet of each wire connection. D. Assemblies: 1. The Contractor shall request the presence of the City of Rancho Cucamonga in N 01 OBSERVATION OF SITE CONDITIONS Expansion curl shall be of sufficient length at each splice connection at each electric 3. 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. writing at least 48 hours in advance of testing. control valve, so that in case of repair, the valve bonnet may be brought to the Install lines(and various assemblies) in-such per q P P uch a manner as to conform with the details 2. Test all pressure lines under hydrostatic pressure of 150 square inch and surface without disconnecting the control wires. Control wires shall be laid loosely A. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding in the Drawings. prove watertight. in trench without stress or stretching wire conductors. with work under this Section. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own Note: Testing of pressure main lines shall occur prior to installation of the electric 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall outlet. control valves. Snap-Tile wire connectors., or approved equal. Make only one splice with each be responsible for damages to utilities which are caused by his operations or neglect. Check connector sealing pack. existing utilities drawings for existing utility locations. .3. Install all assemblies specified herein in accordance with respective detail. In 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds absence of detail drawings or Specifications pertaining to specific items required to per square inch and proven watertight prior to paving. 6. Field splices between the automatic controller and electric control valves will not be C. Coordinate installation of sprinkler materials including i complete work, perform such work in accordance with best standard practice with allowed without prior approval of the City of Rancho Cucamonga. P g p'pe, so there shall be no interference prior approval of Cit of Rancho Cucamonga.with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. P pp Y g . 4. Sustain pressure-in lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. K. Automatic Controller: D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent welding methods shall be as recommended by 5. All hydrostatic tests shall be made only before starting work on the irrigation system. Y y in the presence of the General Contractor and 1. Automatic controller(s) shall be of size and type shown on the Drawings. the pipe and fitting manufacturer. the City of Rancho Cucamonga. No pipe shall be backfilled until it has been 2. Final location of automatic controller(s) shall be approved by the City of Rancho 3.02 PREPARATION observed, tested, and approved in writing. 5. On PVC to metal connections,the Contractor shall work the metal connections first. Cucamonga. A. Physical layout: Teflon tape or approved equal, shall be used on all threaded PVC to PVC, and on all 6. Furnish necessary force pump and all other test equipment. threaded PVC to metal joints. Light wrench pressure is all that is required. Where 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, threaded PVC connections are required, use threaded PVC adapters into which the 7. When the irrigation system is completed, perform a coverage test in the presence of automatic controller location is to be furnished by others. The final electrical hook- i e ma be solvent welded. the City of Rancho Cucamonga to determine if the water coverage for planting areas routing and location of sprinkler heads. P P Y is complete and adequate. Furnish all materials and perform all work required to up shall be the responsibility of the Contractor. . 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. E. Line Clearance: correct any inadequacies of coverage due to deviations from the Drawings, or where L. Electric Control Valves: the system has been willfully installed as indicated on the Drawings when it is B. Water Supply: 1. All lines shall have a minimum clearance of six (6) inches from each other and obviously inadequate, without bringing this to the attention of the City of Rancho 1. All electric control valves shall be the same size and type shown on the Drawings. twelve (12) inches from lines of other trades,with the exception of the control wire Cucamonga. This test shall be accomplished before any ground cover is planted. 1. The irrigation system shall be connected to water supply point(s) of connection as sleeve(s)which shall be installed adjacent to pressure supply line. Parallel lines shall 2. All electric control valves shall have a manual flow adjustment. indicated on the Drawings. not be installed directlyover one another. 8. Upon completion of each phase of work, the entire system shall be tested and 3. Provide and install one control valve box for each electric control valve. adjusted to meet site requirements. 2. Connections shall be made at the approximate location(s) shown on the Drawings. F. Automatic Controller Assembly: The Contractor is responsible for minor changes caused by actual site conditions. 3.07 MAINTENANCE M. Control Valve Boxes: Install as per manufacturer's instructions. Remote control valves shall be connected to 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries #910-12B with C. Electrical Supply:1 controller in numerical sequence as shown on the Drawings. A. The entire irrigation system shall be under full automatic operation for a period of seven (7) green bolt-down cover or approved equal. Extension sleeve shall be PVC with G. High Voltage Wiring for Automatic Controller: days prior to any planting. minimum size of six (6) inches. 1. Electrical connections for any and all automatic controllers shall be made to electrical point(s) of connection as indicated on the Drawings. >t B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. 1. 120 volt power connection to the automatic controller shall be provided by the 2. Use 9-1/2" x 16" x I V rectangular box for all electric control valves. Carson Contractor. 3.08 CLEAN-UP Industries# 1419-12B with green bolt-down cover or approved equal. 2. Connections shall be made at the approximate location(s) shown on the Drawings. 3. Use 6" diameter x 8-3/4" deep round plastic valve box for all quick coupling valves. The Contractor is responsible for minor changes cause by actual site conditions. 2. All electrical work shall conform to local codes, ordinances, and union authorities Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed having jurisdiction. from the site, all walks and paving shall be bloomed or washed down, and any damage sustained on Carson Industries # 608-12 with green flex-lock cover or approved equal. 3.03 INSTALLATION the work of others shall be repaired to its original condition. H. Remote Control Valves: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 4. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves installed within A. Trenching: on-grade landscaped areas. Carson Industries # 1419-12B with green bolt-down 1. Install where shown on the Drawings. Where grouped together,allow at least twelve cover or approved equal. L Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe (12) inches between adjacent valve boxes. Install each remote control valve in a A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga to an even grade. Trenching excavation shall follow layout indicated on the separate valve box. at time of final observation. Any items deemed not acceptable by the City of Rancho 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on- Drawings and as noted. Cucamonga shall be reworked to the complete satisfaction of the City of Rancho structure landscaped areas. Carson Industries No. 910-12B with green bolt-down I. Flushing of System: Cucamonga. cover or approved equal. 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lines installed under paving or hazsprinkler dscaping. 1. After all new pipe lines and risers are in place and connected, all necessary B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has N. Sprinkler Heads: received all accessories, charts, record drawings, and equipment as required before final site diversion work has been completed, and prior to installation of sprinkler heads, the observation can occur. 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of 3. Provide for a minimum of twenty-four(24)inches cover for all pressure supply lines control valves shall be opened and full head of water used to flush out the system.of three (3) inches or larger in diameter. precipitation with the diameter(or radius)of throw,pressure, and discharge as shown 2. Sprinkler heads shall be installed only after flushing of the system has been 3.10 SITE OBSERVATION SCHEDULE on the Drawings and/or specified in these special provisions. 4. Provide for a minimum of eighteen(18) inches cover for all pressure supply lines of accomplished to the complete satisfaction of the city of Rancho Cucamonga. two and one half(2'/z") inches or smaller A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance 2. Spray heads shall have a screw adjustment. J. Sprinkler Heads: for the following observation meetings, according to the time indicated: 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be 1. Pre-Job Conference - 7 days 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. installed in this work shall be equivalent in all respects to those itemized. 2. Pressure supply line installation - 24 hours 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no sprinkler body. 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to case shall the spacing exceed the maximum recommended by the manufacturer. 3. Lateral line and sprinkler installation - 24 hours traffic loads. 5. All sprinkler heads of the same type shall be the same manufacturer. 3.04 TEMPORARY REPAIRS 4. Automatic controller installation -24 hours B. Backfilling: O. Sleeving: The City reserves the right to make temporary repairs as necessary to keepthe sprinkler system P Y 5. Control wire installation - 24 hours 1. The trenches shall not be backfilled until all required tests are performed. Trenches equipment in operating condition. The exercise of this right by the City shall not relieve the shall be Schedule 40 P.V.C. or approved equal. 1. Sleeving under hardsc or paved areas for mainline, lateral lines or control wiring shall be carefully backfilled with the excavated materials approved for backfilling, Contractor of his responsibilities under the terms of the guarantee as herein specified. 6. Pressure supply line and lateral line testing - 48 hours consisting of earth, loam, sandy clay, sand, or other approved materials, free from P. Vandal Resistant Controller Enclosure: large clods of earth or stones. Backfill shall be mechanically compacted in 3.05 EXISTING TREES 7. Coverage test- 48 hours landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care 8. Final observation - 7 days 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and surface irregularities. to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur Irrigation Detail sheet. shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path B. When observations have been conducted other than the City of Rancho Cucamonga, show 2. A fine granular material backfill will be initially placed on all lines. No foreign of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent ,evidence in writing 2. A backboard shall be secured to the controller enclosure housing to provide a base matter larger than one-half('/z) inch in size will be permitted in the initial backfill. scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller of when and by whom these observations were made. for mounting the automatic sprinkler controller and terminal strip. than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, C. No site observations will commence without "As-Built" record drawin s. The contractor 3. Flooding of trenches will be permitted only with approval of the City of Rancho making clean cuts through. Roots one(1)inch and larger in diameter shall be painted with two coats g 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt Cucamonga. of Tree Seal,or equal. Trenches adjacent to tree should be closed within twenty-four(24)hours; and shall not call for a site visit without As-Built record drawings, without completing previously noted corrections, or without preparing the system for said visit. receptacle. Metal conduit shall run from the 117 volt supply to the controller where this isnot possible,the side of the trench adjacent to the tree shall be kept shaded with burlap housing. All power within the housing shall be properly phased. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, or canvas. 6c)NM NUE D ow SHT 4. A terminal strip shall be provided,clearly indicating the proper points of connection lawn, planting, or other construction are necessary, the Contractor shall make all of all appropriate wiring (station valves, master valve, common, central control). required adjustments without cost to the City. 3.06 FIELD QUALITY CONTROL DESCRPTION OF REVISION DATE APRovEa C. Trenching and Backfill Under Paving: A. Adjustment of the System: ►` ;• " Q. Miscellaneous Irrigation Equipment: 1 1• The Contractor shall flush and adjust all sprinkler heads for optimum performance . A CITY OF RANCHO CUCAMONGA . Trenches located under areas where paving, asphaltic concrete, or concrete will be 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation installed, shall be backfilled with sand a layer four 4 inches below the pipe and six and to prevent overspray onto walks, roadways, and buildings as much as possible. ( Y ( ) P P g ' �I^ equipment. (6)inches above the pipe)and compacted in layers to 95%compaction,using manual TRACT 13890- 314 .f or mechanical tamping devices. Trenches for piping shall be compacted to equal the 2. If it is determined that adjustments in the irrigation equipment will provide proper BANYANSTREET GREET 2. All miscellaneous irrigation equipment shall be as specified or approved equal. compaction of the existing adjacent undisturbed soil and shall be left in a firm and more adequate coverage, the Contractor shall make such adjustments prior to ? planting. Adjustments may also include changes in nozzle sizes and degrees of arc unyielding condition. All trenches shall be left flush with the adjoining grade. The �;• � �. Contractor shall set in place,cap and pressure test all piping under paving prior to the as required. paving work. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic (10) days after notification by the City. APPROVED BY: DATE: CITY ENGINEER R.C.E. NO. driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise DES" - - pECOUMENDED J.F. CATALDO AASSOCIATES , Permission to cut or break sidewalks and/or concrete shall be obtained from the City designated on the Drawings. � of Rancho Cucamonga. No hydraulic driving will be permitted under concrete 8A VILLAGE LOOP ROAD SUITE 335 paving. 5. Rain Bird EFB-CP valves will be set per manufacturers specification so that each OAAWN PHILLIPS RANCH, CALIFOP,NIA 91766 SHEET lateral operates at design pressure. (909) 623-2343 ��_ pF 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to ' CHECKED RCE No �1MlK No. ffiL trac loads. B. Testing of Irrigation System: • DATE BILE NO _I SSS 64PIrWep M L• In OF 12 the species and variety shown on plans. CONCRETE SPECIFICATIONS 1.06 Inspections: 3.03 Soil Amendments: PART I GENERAL The Contractor shall arrange for inspections by notifying the Landscape Architect, City and All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished 5.03 Ground Cover: governing authorities,24 hours prior to time of inspection,unless otherwise noted. Inspections shall by the Contractor 1.01 Description be as listed below, but not necessarily in this order. Only the inspection pertaining to the project Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be 3.04 Soil Preparation: established and well rooted in flats or similar containers. For concrete information refer to the Standard Specifications for Public Works Construction (Green scope of work will apply: Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well 5.04 Mulch: and complete ll binspected for recommended approval h t system shall e com a as any other sections related to the installation, per and post installation of concrete work, materials, Rough Grading. All work on irrigationP P pp and, fine i d l ding compete , prior to rototilling and prior to soil amendment work. labor, and clean-up. The Standard Specifications for Public Works Construction is available from: Drain Lines and Catch Basins. graMulch: Shall be of compacted wood chip fiber. Irrigations (main line pressure, coverage & system operations test). After rough grades have been established, prepare all lawn and planting areas by tilling or cross 5.05 Coordination: BI Building News Soil Preparation and Finish Grading.3055 Overland Avenue Plant Material (delivery & placement). ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the Los Angeles, CA 90034 Substantial Completion Inspection(at completion of landscape improvements)- 7 Days. site, except for areas that are to be sodded, in which all rock and debris more than I" in diameter A. Do not have plants delivered to the job site until site conditions are ready for planting. If (310) 202-7775 Final Inspection (after maintenance period) - 7 days. shall be removed. planting is delayed, keep plant roots moist and place in a sheltered location protected from 1.02 Scope p City Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area the sun, wind and other damaging elements. P The contractor shall arrange a Preconstruction job conference with the Landscape Architect and Ci thoroughly after rototilling is complete. Incorporate evenly into the to 4" to 6" the following for a minimum of seven (7) days prior to the beginning work. g y g P Y P g B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to Furnish and install all concrete work complete as indicated on the drawings or as specified, each 1,000 square feet of planting area: bedding plants and ground cover planting. including, but not limited to the following: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. g� 1.07 Guaranties: 200 lbs. of Gro-Power or approved equal. 5.06 Installation: A. Furnish and set all reinforcing steel, bolts, and anchors. A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn shall be guaranteed from date of final acceptance of landscape construction for periods as follows: The above soil conditioning are minimal qualities only and should be used only for bidding purpose, Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Install all items required by other trades which are to be cast into concrete. because soil conditions may change drastically from the time these specifications were developed Trees 24" g box & larger 1 year to the time the actual soil conditioning take place. Therefore the Contractor shall obtain his own � Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. C. Concrete mow strips, footings for walls fencing, posts, benches, etc., where applicable. Trees 15 al. & smaller- 1 year soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be Soil moisture shall be such that soil does not crumble when removing plants from container. P PP Shrubs All sizes 120 days conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Ground Cover 120 days Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface 1.03 Protection drainage. A 4" layer of mulch material shall be spread over the entire planter Bedding Plant 120 days All finished concrete work shall be barricaded to pedestrian traffic for three 3 days. Barricade shall Lawn sod 120 days 3.05 Finish Grading: Y P p r area after grade is P ( ) Y (sod) established. Watering shall begin immediately after mulching. (Grading shall accommodate the be placed imediately after concrete finishing. Contractor shall furnish, place and remove all of his Lawn (seed) 120 days from first mowing mulch) own barricades. Contractor shall be responsible for any damage to new construction and After rototilling operations are complete, grade areas to establish finish grades for planting. All flow replacement or repair of the work shall be made without added cost to the City. Guarantees begin after the project acceptance by City and at the end of the 180-day lines shall be maintained and proper tolerances shall be met after settlement at the end of the project 5.07 Protection: maintenance period. Landscape Contractor shall replace and plant all materials which have died maintenance period. 1.04 Clean-up within the times an stated above, at no cost and within 5 days from receiving written notice from . P Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. the Landscape Architect or City. If dead material is not replaced and planted within the 5 day Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Upon completion of all concrete work and before final acceptance, the Contractor shall remove all period, City may replace dead material with new material and charge the Landscape Contractor for � PART 6 - WEED ABATEMENT tools, surplus materials, apparatus,debris,etc. from the site and the site shall be left in a clean, neat all expenses incurred. 3.06 Coordination: condition acceptable to the City. B. Construction Materials: The contractor shall guarantee all workmanship and materials for Weed abatement work shall be coordinated with the installation of the irrigation system rototilling 6.01 Scope of Work: all site development, for a period of one year from date of final acceptance of project. and soil amendment work, and planting. (See Weed Abatement section). PLANTING SPECIFICATIONS Provide all material, equipment, and labor necessary to perforin all work as indicated on plans, as PART 1 - GENERAL 1.08 Material and Labor Releases: PART 4 - TREES AND SHRUBS reasonably implied, and as delineated in the specifications. 1.01 Scope of Work: _Upon completion of the work,the Contractor shall present to the City, signed copies of all labor and 4.01 Scope of Work: 6.02 Quality Assurance: materials releases for all work performed under Site Development. A. The Applicator of all weed control materials shall be licensed by the State of California as Provide all material,equipment,and labor necessary fi install all trees and shrubs as shown on plans, a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses Contractor shall provide all materials, labor and equipment incidental to and necessaryfor 1.09 Disposal and Clean-up: P completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the P P as reasonably implied and as delineated in the specifications. that are required. Specifications as follows. Remove all waste materials(including excavated material classified as unacceptable soil materia 4.02 Products 1.02 Standards: trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leave A. Nomenclature-Plant names indicated on the drawings conform the "Standard Plant Names" B. All materials and methods must conform to Federal, State, and Local Regulations. P established b ' All work and materials shall comply with governing codes, safety orders, standards,and regulations, premises in a neat and clean condition. Clean up and remove all remaining debris and surplus y the American Joint Committee on Horticulture. Except for names covered 6:03 Submittal: and meet the minimum requirements of the Standard Specifications For Public Works Construction materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned therein, the established custom of the nursery is followed. (Green Book) latest edition. upon the request of the inspector. B. Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the iti n - Plants shall be symmetrical, typical for variety and species, sound, healthy, Landscape Architect/City a list of the weed control materials and quantities per acre intended for use vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, normal in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control 1.03 Quality Assurance: PART 2 - EXECUTION root systems, well-filling their container, buy not to the point of being root bound. Plants Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and A. All Contractors performing Site Development work,must be licensed in accordance with the 2.01 Protection: shall not be pruned at anytime, and in no case shall trees be topped. City data to demonstrate the compatibility of the weed control materials and methods with the laws of the State of California. Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable C. Trees and shrubs shall be growing at a recognized nursery in accordance with good intended planting and seed varieties present. B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors material until planting. Balled and burlapped plants shall have root ball covered with most sawdust• horticulture practices and shall be of the size and caliper normally associated with the 6.04 Responsibility and Coordination: container size specified on plans. Removal of all tags, labels, nursery stakes and ties from and Material Suppliers expected to be employed during the course of construction. wood chips or other suitable material until planting. all plant material prohibited until the approval of the Landscape Architect or City. A. Landscape Contractor is responsible for the erection of all signs and barriers required to C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, 2.02 Installation: prevent intrusion into the treated areas and to notify the public. D. All plant material delivered to the site showing signs of damage or disease or is insufficient during entire course of the Construction Contract. The amount of insurance shall be hall be performed by Contractor and approved in size to carry out the intent of the planting plan will not accepted and will be replaced at B. No material or methods shall affect the landscape planting or hydroseed germination. No determined by City. Detailed layout of plants within the planting areas s Contractor's expense. by the Landscape Architect and City prior to planting. material or method shall render the job site unusable for more than 10 days from date of D. Prior to start of site development work,the Contractor shall notify the Landscape Architect and City to give starting and completion dates. Contractor shall also supply the Landscape Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the E. sizes of Plants- Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon, and 1 S- application. gallon) shall have been grown in containers for at least one (1) year, but not over two2 Architect and City wY ith the name and telephone number of the person in charge of the work. following mixture: ears. ( ) 6.05 Non-Selective Herbicides: 1.04 Responsibilities and Coordination: Native On-Site Soil with rock no greater than 3" in diameter Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Gro Power Plus, 5-3-1 15 lbs/cy F. Substitutions - Substitutions for indicated plant material will be permitted provided the Pest Control Advisor) A. Permits: The Contractor shall obtain and a for all permits and inspections required b Iron Sulfate 2 lbs/cy substitute materials are approved in advance by the City, and are made at no additional cost pay P P q Y to the City. Except for authorized variations, all substitute plant materials shall conform to 6.06 Selective Herbicides: governing authorities for the work to be performed. (To be used for bidding purposes only,verify with Agronomic Soils Test.) the requirements of these specifications. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on _ Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest the plans at the site prior to commencement of any work under this contract. The Contractor After backfilling, construct a 3" earthen bene to form watering basin around each plant, to allow G. Plants Not Approved - Plants not approved are to be removed from site immediately and Control Advisor) shall verifythe location and depth of all underground utilities prior to start of work. thorough water-in and establishment. replaced with suitable plants. The City reserves the right to reject entire lots of plants P g P g 0 represented by defected samples. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. temporary utilities such as water, electrical power and gas as required by him for the Berns in turf areas to be removed prior to City acceptance. H. Stake all trees, as per details immediately after planting to prevent wind damage. �' 11I�U1i ON �I-tT I." I2 OF �Z construction of the project. Temporary services shall be coordinated with the City and other I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first contractors on the job site. PART 3 - SOIL PREPARATION AND FINISH GRADING established and allow at least 7 calendar days prior to installation of said lawns or ground D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all 3.01 Scope of Work: cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. surveys, reference points and elevations required by him, and shown on plans for proper execution of site construction. A. Provide all materials and equipment, and perform all work necessary for and incidental to 4.03 Soil Amendments: DESCRPTION OF REVISION DATE �P TY the soil preparation and finish grading of all planting and lawn areas as shown on plans, as E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required reasonably implied, or as delineated in the specifications. Soil amendments shall be as recommended in the Agronomic soils report by him for the construction of the project. All temporary traffic barriers and detours shall CITY O F RANCHO C C A O N G A conform to all conditions required by the City or governing authorities. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. 4.04 Trees Stakes: TRACT 13890- 314 1.05 Defective and Unauthorized Work: C. Cleaning and finish grading of planters areas and planting areas. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further BANYAN STREET All work which is determined by inspection to be defective in its construction or deficient in any of information. 3.02 Topsoil: the requirements of the plans and specifications, shall be remedied or removed, and replaced by the PART 5 - GROUNDContractor at his own expense in a manner acceptable to the Landscape Architect and City. A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. COVER AND BEDDING PLANT B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy 5.01 Scope of Work: hall be no greater than 15% b weight. The APPROVED BY: DATE: • textured. Silt plus clay content of this soils g y g { � CITY ENGINEER R.C. NO,_2 953_ Provide all materials and equipment and perforin all work necessary for and incidental to installing boron content of this soil shall be no greater than 1 part per million as measured on the all ground cover and bedding plants as shown on plans as reasonably implied or delineated in the 1 J ''r D��! J_F. CATALDO � ASSOCIATESREC �� saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C In order to ensure conformance, samples of the imported soil shall be specifications. 0' �'/�• 8A PILLAGE LOOP RO►�r,: SUITE 33S submitted to an agronomic soils testing laboratory, approved by the project Landscape r O�IAIMM IV PHILLIPS P.ANCH, CALIFORNIA 91766 SH E ET Architect for analysis prior to use. Result of testing to be delivered to City for approval. 5.02 Bedding Plants: _ `� ('909) 623-2343 Of Soil test to include analysis and recommendations. • � � -�=�CH EC X ED RCE NO �IMlOG MO.�- Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of FILE � DATE GvN11NUs✓n ��M � I.- II UIQ 12 6.07 Weed Eradication: If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the soil. Physically remove all weeds from the site. PART 7 - LANDSCAPE MAINTENANCE 7.01 Scope of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably implied or as delineated in the specifications including, but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.02 Fertilizers: A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen,as designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power(909) 393-3744. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 7.03 General: Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on a.continuous basis as they are installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at I" intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and � as may become necessary thereafter by an approved method of pest control,to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. .v D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of a / maintenance program and continue to prune plants as directed or as may become necessary �f ori until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as . necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 -ACCEPTANCE OF PROJECT 8.01 General: Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall-commence upon written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely installed in order to approve the beginning of the establishment period, and a second at the end of the establishment period. If plantings are DESCRPTION OF REVISION DATE A PPPRO ROVE Q r' not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. CITY OF RANCHO C U C A M O N G A B. At termination of establishment period all plant material shall be live, healthy, undamaged, TRACT 13890- 314 and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory i ,condition before final acceptance of work will be made. All areas shall be neatly raked and BANYAN STREET BEET free of weeds. METROPOLMN WATER DISTRICT OF SOUTHERN CALIFORNIA- SPECIFICATIONS •}F;`Y`f/'__^_ i APPROVED BY: DATE;" - - .- All of the proposed landscaping, including but not limited•to irrigation lines, trees, and CITY ENGINEER R.C.E.NO. s 453 shrub planting, fencing, and the equestrian trail cons bvcted within metropolitan's fee property – --- -—_ shall be subject to the paramount right of Metropolitan to use its fee property for the purpose for DES" RECOMWEMED which it was acquired, If at any time Metropolitan or its assigns should, in the exercise of their J.F. CATALDO A ASSOCIATES 8A VILLAGE LOOP ROAD SUITE 335Oq rights, find it necessary to remove any of the improvements from the fee property, such removal OAAWN PHILLIPS RANCH, CALIFORNIA 91766 SHEET and replacement shall be at the expense of the owner of the improvements. (•909) 623-2343 I- I Z OF No trees will be allowed within 15 feet of the centerline of Metropolitan's existing or CHEC>KE0 - RCE No DRAVA MG No. future pipelines. QFe.-o DATE EI.LE NO /S576 -L