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HomeMy WebLinkAbout1189-L - 9,0ft-WRIM M.- PIM DEVELOPER/OWNER LANDSCAPE ARCHITE,CTURAL PLANS . TERRA VISTAIso es• W' ST GR NWAY. T Al SOUTHERN .CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO, 4 1 15 6 N. MOUNTAIN AVE./P.O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX 1. These rotes shall be used in conjunction with the oians and any discrepancies shall be Drought to the NO. DESCRIPTION NO. DESCRIPTION attention of the Landscape Architect and City Engineer. � 2. An Encroachment Peri t shall be obtained from the City Engineer prior to commencing TITLE any wort. .1 1 1 1 LE SH EMT m SPEmcArow 3 All, wo t shalct a perfOneed according to current City Standards aM the Standard SpecificatiOrS for Public Works2 GRADING PLAN 4. This work shall be installed by a licensed contractor who shall tarry workman's compensation, public liability, and prrperty damage insurance as required by law. 3 ii ZION PLAN S. ChecV for existing utility locations, prior to excavation work. Notify Dig Alert at 14800-422-4133. A Cr 7 1 nU permit U excavate may be required. Exercise caution in excavating and working near existing utilities. 4 DETAILS„ - COrtrattor shall be responsible for damages to utilities which are caused by his operations or neglect. rmoraaco pTwFFEr 6. At the conclusion of rough grading, an agronomic SO/ls report shall be furnished to the City inspector. and • CwArxoNAu MANCF/OCUCIIMONGA CIT1f LNMff all such recommendations from this report shall supercede soils amendment recommendations shorn On the plans. 5 IRRIGATION PLAN t` CH"TV I r_�•- 7. Mall footings and reinforcing shall not be located within the right-of-1011,, unless detailed construction and 1nT�a a fVf� ,r,sr i t� structural calculations have been approved by the City Engineer. At the top of slopes a two foot ride flat �/� DETAILS T • l — .♦ shelf shall run along the base of walls. 6G t R!� 11 iG i A�� �\ B. Upon completion of installation, an establishment period shell Commence, and upon Witten Verification from �11 n� PROPOSED fOOTMILI the inspector that establishment is accomplished, an adtquate mainienance Wind (typically 180 days) Shall 7 GAT'IOH DETAILS �n�s� FREEWAY commence. Said maintenance shall conclude only after verification Of leaf-Out, fall color. flower Color, nverall plant health, and with Council acceptance of the improvemrrntS. Maintenance shall Include moving, in raising tree root ball$ which settle below grade, fertilizing and applying such rr• run wteu i ng, 1 i ga tion. p 9. $ SPECIFICATIONS 1 t 1 rem rt acemle+, , sprays as are necessary for proper Care and up-teep. Maintenance in also Includes +e repo D a.x ..r rIo•e cleaning and adjusting necessary t0 keep the irrigation system 1n good working order with proper coverage, \ \ '0�,� required prior to final acceptance of the work by the City. ��i/± � � MAILS • \ ECT SIT I`u FON'fANA �•. 9. Application of any.~cals shall be by State 1 icensed personnel . All pesticide eppl ications require P.C.A. 9 F�iRRiS VG a I1! > ��• recomamendation. \ o roo++ax smrwm 10. Cal sense puien pmt dull be installed under the direction of a Cal sense rlpresentative, phone number ",a, 10 �Wl 1 ING PLAN LIP_ 1 458-0129 and approved by City inspector. ( I .rte.mQrK .,p.,d. .r/4A a s+w,. rt , 11. One controller Chart shall be provided for each Controller. Ca"trOl l er Chart she' be the m11x/mtm size the 11 Lit �f1NG DETAILS de NOTES i .. controller door will allow and shall show the area covered by the automatic controller. The Chart is to be a mpg= W reduced drawing Of the actual as-built System. Hcwtver, In the event the Controller sequence 1s not e c alt �T GREENWAY PARK when the drawing 1 s reduced, 1 t shall 1 be enlarged to a size that 4111 be re adaDl a when reduced• The Chart ,1 of t _ shall De a Dtackllne print, and a different color shall be used to show the arta of coverage of each LVi y station. bl completed and approved by the Public Works inspector, the chart shall be hermetically sealed • i< I st tion pa pieces of plastic, each piece being a minimum Of 20 mils. thick. The chart shall be mounted SAW" elft"Po.+o Ko" using ilel trip or approved equal type of tape. These charts must b! completed and 1n place prior to final /\ acceptant of Turk by the City• it shrub/ nd corer areas and turf areas. between a 11 De provided ded De 4m'ou 01fTA1110 „ 12. B' ride ■ 6 reps concrete mobe pros sea p 6' x 6" mo.rstrfps shall also be provided beneath metal fencing and where Clty maintained areas are adjacent OIITA RIO to Privately oinUined areas. AIRr0RT 13. Sidewalk layout Is conceptual allr• , Approval of the final sidewalk layout shall ec ode to the field and MTE RNATKMAI adjusted as necessary to meet field conditions as approved D� the Public Worts 'nspettor and project a^^er prior to final construction. MAINTENANCE RESPONSIBILITY MAP 1.. Equestrian fences Shall be located per the following tr,tc>•,.: CONSULTANTS • Fence shall end 10' back from the B.C.A. or per recommendations of Traffic Section. • Fence Shall end 2' t0 either side Of any fire hydrant or uti'l :y enclosures. • Fence steal t and 1' to ei then si de of any street 1!o•.t or utiI i ty pol e. LAND D CONCCR.! , LTD. i nd S' to either s'de of driveways w1 th tranverse medium broom finish On L A ArrNte * G1� HADOLE L ASSOC T ATES Fence on street side s hal ! COMSULT1411 CIVIL EM>;iA>EERTA16 ARID lAlfO pLAMITIK concrete surfaces vithin trail rM E3St DeeM Ave" 10601 =HJRCH STREET, SU1,'E - 107 Additional fence setbacks from intersections me., :W rlggired by the Traffic Section. as__ta:q„a' CA 92705 RMNCHO CUCAMONGA, CA. 91730 d d Pagano i . (71 u hall De installed Der the Io11 owl ,g triter a• ! !4 2 4 �•�_2 IRRNGATIOIJ CONSULTANT tt roes s �I�.,n Fax � I.K ls. Street 1 � ( ) • All street trees are to be placed in acccrdemce wits City Standard 601. IOSW Fc%UATHSTP+ ET - SANTAANA CA977M 483S 2353 • All street trees shall be staked a-d ylanted according to City Standard 80SA or WS.I as proximr'ty to hardscooe dictates. • Back111 mixture f ix ure of all street trees shall be per the recon""datfons Of an agronomic soils report • furn1Sh!d to the City Inspector. ' 1 rem • .. n three feet ;3') to t-e `ice J • ..A. closer tha t D LT .w r ..� trunk is C OS! • No street tree shall De plan .ed wht!r• the center of the i otherwise noted. '• f curb, UneSS 0 ✓ .• .� Engineer. t he Cit t;• • _ GREENWAY r. - All street trees are subject to i ,spection and acceptance by t rELK ICAL ENGWEERS E uG{TW3 e -, �• .( in S feet of walls, walk%, curbs or other potentially root-damTagM nardscaoe shall he ^stalled dTeV!*ia+. Slliaej70•bvine CJlgI7M•/�Hi7S3N71•iNt(TN417S3-tsM within r h 11 have ..,.tv `ns7ec' -Cot A ., A trees t r a PAR n tee o $ – � :6. 1 n in s cont act F , y i • . ri th root control Dam er;. prior to back f'.l l ung tree(S) plantings,L 9 � 3Tm lirt![!!t Street•Alver7iOG U1 125A (7}4h7S7-IN)� FAX(1141 787 N� + � 1 � •� Ay�T. Oar te^ nSta 1 at WILY VILLAGE LANDSCAPE QUANTITIES CIA 143 UNITSfT $= Civ MO 10.2 ACRES - > F C 14.0 D.U./AC 9 .,, �• ���� 111 L _ Q1 0.81 ACRERT TAL A . . • pili � - DESCRIPTION OF REVISION oATIE SCHOOL SITE TOTAL SO. FT. MAINTAINED -AREAS80FT._ �RO1�O w CITY OF RANCHO CUCAMONGA 6 O TREES. TOTAL TREES IN R.O.W. —_ i Q O tie r +(�`=` AL. SHRUBS 70 TERRA VISTA TOTAL 5 G - � - '� APE s1 , WEST GREENWAY TRAIL �- ' �Q TOTAL SQ• FT. HARDSC _ 8 30.FT. (, R.� -�_• � � -� COVER TOTAL SO. FT. GROUND COVER 4384 SOFT. LEWIS HOMES SITE LOCATION `�, gVKWA IANOS APPROVED BY: - 'y DATE:�" '� o�� W Sq �, CITY ENGINEE.. �GLN%t RC.F No. 24953 �''' ��•`� �j�� casteN LAND CoNcmK LTD RECOMMENDED C96/ 1ADRAWN V50 East DeereNV!'I1dr SHEET � i 2 o---AT� �� sa►►�.a>a, CA ems 1 12 N.T.S• ,[�,D 2¢69(714)250-4W Fax(714)752 of• CHECKED DRAWING q0 RCE NO - �� DATE FILE NO m __ _ _ _ _ _ _ -__ _ _ SHEETS F /QCFFX 7Z7 5'CY006 C—XW/NNS 6 PLA 20 FOR 64,140/N6 OUT5/0E L/M/T ! OF r G . 0 � � � SCHOOL D ��- ,� � n II �+� • �� PROPOSED oN � z c f Ay ���� �• VA�000 A' ' ' ' t ii J �j. . a RS j 72 - ---- - �I _ ---c� 3 / 2 3 / N 23"45'00"E. 3: ' 487. 5ro ' _� / STO1W ORA/N VT C — .,.a_ -'7'.R' "'—' — — 1.2 O _`.O w.v� � . .. G.O� \• 'S —. —.. \• — — rl� AW 41 AWO -A4* , / � oo • asp � ^ -� — � — �' � ` — _ — � ._' —, = `— sN o0 ? �s r 1 1— z I -� - -� ; / / � ; G 0o A4 4-ell (35,,Jf I I J f TR. NO. 13270 i O REF�ie 777 f UN5 1�PL j OFRTiG29/ p/NG OUTS//.7E L/M/T5 W r s r PROPOSED SCHOOL � a. r r u° ��53 z EX/sr. c.a. �. 3 W / N. /A".0i sf9�f 3/' EX/5T' 04;2 O.P. OMeU ;�I'Q/N w � 1 � ¢.22'o y - � – � _ - - - - =-- - - - 7`3a - - - - - - t� __— '00"F 394. 99' �► 4Z47 _ ele In 4j Ll ts l` I �• r I I I ( �+ 9�-'�� I I ?� i I I I L It � 1 'I A�' l_ V %245. f� k0 '�-/7�.ZO tP. T'� �► /2510.00/wfs TRACT NO. 14368 CONSTRUCTION NOTES : a— //v5r^z4 ,e-1k,Qo/1C5 /C��qm/crs nb•/z/z CrIrCf'f dais/N wIJ1YPNRKw^Y 6/4"7& 2�— /iYSJ?+GL le 'R•G•P PIQAlN 4/NE Irrr ear war E�r wzr Ear ftL•t,'aM, S 17"C-r No. P/Cei'bsep .2, PM /b29s 7,eAcir/i(o./4168 /CC•2, PA►' /cQ9s rR.tGr /tib• /�t36d 5c-ti�oc� ceaG /y W/O� SrO�gM 5rffooG /5'W/dE y�Jb/eM O/4'4/N �/}SEME/Vr G;RI1/N E/1�►:ME/�r I I f ivl:r � pllf,PM•/o2 ,y No. /32 o DESCRIPTION OF REVISION DATE PITY � APPROVED c�4,N Ol'2/1//V f�}SEME T yr CITY OF RANCHO CUCAMONGA r�rA41111111 �CT/ 6� � ,� , � G E GRADING PLAN • . coNo•a/�x Q 3 Mid N�/G i H/GN M'•r•�nc� ppI P� _ osr pry ay Q� / • � •/fl ° � -/tel. pl2oP,/tE�/Nrr� • sw.iteC' � /KhL1,,.E/p /m/f /A/. s uNc r�tcNe P �i� 7v 14 048 :.... ... j•. div. AcAll W. GREENWAY TRAIL SECTION "A-A" SECTION "B-B" SECTION "C-C" APPROVED BY'. DATE' -7 N SECTION D-D OpFESS�pN CITY ENGINEER ,� RCE. N0. 2953 DESIGN MADOLE AND ASSOCIATES, INC. RECOMMENDED M.L. 11i OF THE INLAND EMPIRE Na• 814 1 10601 Church Street, Suite 107 E* P I DRAWN RANCHO CUCAMONGA,CA 91730 SHEET 'rl ClVii- e* M.A.C. PHONE (714)9484311 ---Z—OF FARE 948-84 _ CHECKED ''��QQ//�� DRAWING N0. �f CAUE _ R.C.E. N0� Q Q TE 9 FILE NO!LNu / — ate, p�$�ILE Tj fes:6'0 F /6 IRRIGATION CONSTRUCTION NOTES 1Q EXISTING IRRIGATION MAIN LINE TO REMAIN - PROTECT IN PLACE. EXISTING ELECTRIC CONTROL VALVE TO REMAIN - PROTECT IN PLACE. 3 Q EXISTtN G LATERAL LINE PIPING TO REMAIN - PROTECT IN PLACE. ® EXISTING POP-UP SPRINKLER HEAD TO REMAIN - PROTECT IN PLACE. 05 POINT OF CONNECTION-CONNECT NEW PVC SCHEDULE 40 11C LATERAL LINE PIPING TO EXISTING 'P%4" LATERAL LINE PIPING. ® NEW RAINBIRD I SOb-15 6;t POP-UP SPRINKLER WITH RAINBIRD O Fmo F Ho (-x•1,1 RA10 "to ISO(o-15 N OTE • V�— _ EXISTING CONCRETE T BE REMOVED _ 0 �IsT' sT>ul� f-Ic* Ju _ ALL WORK SHALL CONFORM TO ORIGINAL APPROVED CONSTRUCTION DOCUMENTS. Q z — REFER TO45i f CI*; 4 Y ICK P6SHEET #7 MADOLE AND ASSOCIATES INC. W -reW g PREPARED BY G00 EXISTING CONCRETE WALK TO REMAIN JLit III _ora . _ = Z J V coI.�aaC-A ,ol+ Per, mfoum � W �t I'1�1J�TO I uj ujQ } WESTGREENWAY 4l y _ WEST GREENWAY - S4 ST�'111ffT P^ • PARK PARK RK 1 _ � 3 � - \ STM- WqE ,=t4p ----6 EXISTING LATERAL LINE PVC c"Ao —�--� EXISTING MAINLINE SVG 10666-S, 315 ® EXISTING RAINBIRD CONTROL VALVE EF*-Cf-}MM'S EXISTING THOMPSON ROTOR HEAD 18y'Itcf6 jpkfT NEW 1/2" P.V.C. LATERAL LINE 5c 14o C" ILII NEW RAINBIRD POP-UP STANDARD MODEL 1806-15 H 1.65 GPM.,14' RAD., 30 PSI NEW RAINBIRD POP-UP STANDAR15MODEL 1806-150 .8 GPM., 14-RAD., 25 PSI PVC. A _=_= NEW 4" PVC. SLEEVE Bc.H .40 (ApPol ,, pr CM R45P�CTaR) DEMOLITION PLAN IRRIGATION PLAN Z ✓� Z #oft ALL TURF DAMAGED DURING Lu W REMOVAL b INSTALLATION OF CONCRETE b J CONNECTION BETWEEN EXISTING AND NEW J W r LU IRRIGATION IS TO BE REPLACED. TURF _ _ 3 WALKWAY TO BE A SMOOTH TRANSITION. LEGEND a: IS TO BE SOD TO MATCH EXISTING. U A/C ASPHALTIC CONCRETE V _ J tl C.J. COLD JOINT — 1 Q W EXISTING CONCRETE WALKS TO REMAIN CENTER LINE Lu CLEARANCE '1'11Q�i LV CONC. CONCRETE LU CONT. CONTINUOUS ''^^ co DIA. DIAMETER — -- D.F. DOUGLAS LAS FIR WEST GREENWAY EA.� EACH WEST GREENWAY E.J. EXPANSION JOINT 1 1 EQ. EQUAL L EXIST. EXISTING GPARK FTG. FOOTING PARK CALY. GALVANIZED � HB . HEADER t T ER BOARD NNW ` �j M.B. MACHINE BOLT ` REVISIONS FOR CITY USE ONLY MAX. MAXIMUM - MIN. MINIMUM �D Id M 1�XI5� DATE DESCRIPTION APPROVED INITIAL DATE i NAT. NATURAL 13x0TREET N.I.C.NItNOT IN CONTRACT N.T.S. NOT TO SCALEWATER/SEWER NEW CONCRETE TO MEET FLUSH � LEVEL O.C. ON CENTER P.A. PLANTING AREA GRD a DRAIN WITH EXISTING WALK. PL PROPERTY LINE TRAFFIC RAD. RADIUS R.S. RESAWN FINAL CHECK R/W R. RISER AS CONST. PDAMN PAVING NOTES R.D.S. R RMD. REDWOOD OD SHT. SHEET IAMDSCJIPE S.L. SCORE LINE Q B" THICK NATURAL COLORED CONCRETE PAVING. SQ. SQUARE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE S4S SURFACED FOUR SIDES FINISH SHALL BE A MEDIUM BROOM. BROOM STD. STANDARD STROKES TO BE PERPENDICULAR TO EDGE OF T.F. TOP of FOOTING MMTIAL DATE T.M. TOP OF MALL LAND CONCERN, LTD. DRAWN CONCRETE. T. TREAD TCP. TYPICAL 1217 cap eAm itecturelPlanning CHECKED M.I. WROUGHT IRON NAME f� DATE 8" THICK NATURAL COLORED CONCRETE PAYING. W.W.tM. MOVEN WIRE MESH MEDIUM SANDBLAST FINISH. d PENNY (NAIL SIZE) LICENSE NUMBER FILE A CITY OF RANCHO CUCAMONGA CONSTRUCTION PLAN PLANTING PLANCOMMUNITY SERVICES DEPARTMENT. PARKS DIVISION PROJECT NAME TERRA VISTA v WEST GREENWAY PARK tAq AND WEST GREENWAY TRAIL CONNECTION LEWIS HOMES v SHEET TITLE 4! 0 =' APPROVED APPROVED 3Y~ W ¢ LIC MO 143 = RCE PAIL DATE 1NITY DEVEtt"ENT DATE �i' CITY ENGINEER 1 _ APPROVE D'Atl SHEET 1A OF 12 .+� `� DATE BUILDING OFFICIAL SCALE 1":20' �fF of CAS APPROVED' oRAwmG No. A cw /L DATE CITY PLANNER - YL�L� PAVING NOTES CONSTRUCTION LEcEm 1M 8" THICK NATURAL COLORED CONCRETE PAVING. A/C ASPHALTIC CONCRETE FINISH SHALL BE A MEDIUM BROOM. BROOM C. J. COLD JOINT STROKES TO BE PERPENDICULAR TO EDGE OF CENTER LINE CLEARANCE CONCRETE. CONC. CONCRETE 8" THICK NATURAL COLORED CONCRETE PAVING. CONT. CONTINUOUS DIA. DIAMETER MEDIUM SANDBLAST FINISH. D. F• DOUGLAS FIR • EA. EACH E .J. EXPANSION JOINT EQ. EQUAL EXIST. EXISTING FTG. FOOTING CI{�r-g�gE}�{ -�Y $ g 4e HIGH PI IU WITH CONCRETE GALV. GALVANIZED MOW-STRIP ,9 H. B. HEADER BOARD M. B. MACHINE BOLT MAX. MAXIMUM MIN: MINIMUM 6" NIDE CONCRETE MOW-STRIP � NAT. NATURAL • • 4 SCHOOL SITE = N. I . C. NOT IN CONTRACT N.T. S. NOT TO SCALE 5 (31a� 'C _ -Y��' U4 �+ �14NRs P.A. PLANTINGAREA 9 0 S _ -�� s� s��T#Ha-�r1 r� I��ur+rte • . _ J hl). PROPERTY LINE ��-- 4 _ W RADIUS -— -� .....NN ......�. ..... ... ...... .. ..... ...N:.. = m R. S. R E S A W N ••' •�.. - • , •N�'a �. •..• ..• NNN .••'•i•r. • N.NN. ....NN 1a-_t ..�N.N ..••.......•W► • • • ••..• 1..•• •• •......• ... •..1 •.. •�.� • 1 - - _. 1 - - • RISER- I .. VI , 1 — S. R. _ D - R.O. ROUGH SA = -- - — = SHT. SHEET 00 ©� Clr} 24 S. L. SCORE LINE ff P vas �,d. � lo!d� r4l iV= • TY�? SQ. SQUARE ,TYPICAL EXISTING STUCCO PILASTER S4S SURFACED FOUR SIDES STD. STANDARD / mom Exi6TmIl cim 0 os,j T. F. TOP OF FOOTING T.W. TOP OF WALL 6" WIDE CONCRETE MOW-STRIP UNDER EXISTING �• TRACT 132 70 SECTION �y� T. TREAD v W.I. FENCING ,�} li� TYP. TYPICAL �j �. W. I . WROUGHT IRON i W.W.M. WOVEN WIRE MESH PtIV VERIFY WALKWAY LOCATIONS IN THE FIELD d PENNY (NAIL SIZE) TYPICAL- EXISTING STUCCO PILASTER NOTE: CONCRETE PAVING TO MEET FLUSH AND LEVEL WITH EXISTING CONCRETE WALKS NOTE: CONCRETE PAVING TO MEET FLUSH AND LEVEL WITH EXISTING CONCRETE WALKS VERIFY WALK LOCATIONS IN THE FIELD N E— W 42 I�+�-n�t 4 D W �} �tTOTAL) MOW-STRIP 4 —W SCHOOL SITE =W VERIFY WALKWAY LOCATIONS IN THE FIELD N �I w NOTE: CONCRETE PAYING TO MEET FLUSH � sNt�1��0 J � — � �? _ _ _,•� LU AND LEVEL WITH EXISTING CONCRETE WALKS � IU 1 ..... — — -- - 1 . —— �- C ..,� _ — . • --- - 73 _ - - P, - _ _ ►sem "� s*._ .,�. 1`� ti� 4 rd*_3xX+r* J i 2 dz SECTION cc 0 7 y 4 A "WIDE CONCRETE R \ _ � 4 ��Tar�x.� 4 V S VERIFY WALKWAY LOCATIONS IN THE-fi NOTE: CONCRETE PAVING TO MEET FLUSH NOTE: CONCRETE PAVING TO MEET FLUSH AND Q AND LEVEL WITH EXISTING CONCRETE WALKS TRACT '! 14368 LEVEL WALKS VERIFYWITH WALKEXISTING LOCATIONSOETE INRTHE FIELD gcF-H t*idt4 em- s4r.4Z �IyP-1� RETAINING WALL AND DECORATIVE IRON FENCE TO BE CONSTRUCTED IN CONJUNCTION WITH THIS PROJECT BY OTHERS. FACE OF WALL AT PROPERTY LINE F 4 4 DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA WEST GREEN W AY TRAIL CONSRUCTION PLAN v LEWIS HOMES U iiNIA j Sq APPROVED BY' DATE' o Z A,- CITY ENGINEER RCE. NO. 24 DESIGN 7 , r� ,D CK.FR�I LTD. RECOMMENDED LIC. rm t_'t?3 ll (�I�j� rn Lv P09 4 DAT DRAWN 1750East Dl em Avenge SHEET C6 &nb Ana, CA 92185 - 3—or 12. IE OF CALkN CHECKED (714) 50-4822 Fax(714)752 246 DRAWI^IG NO w • R.0 E. NO SCALE 1 :20 W � DATE FILE NO � SHEET NO.70F/6 I *WTE: TOP A+10 f+6TTdt SALVAGE TO tE DIUCKLEO OALVRP/ElED flTtlL I Pwa CAP u NDR _ 0011111100011111100 ALL WMILM SMOOT11,OW oil �t M STOAT P11"WR AM TWO COATn EXISTING W.I. FENCE - TRACT 13270 I POWDE" COATED COLOR MATC/01/ LPROPOSED W.I. FENCE - TRACT 14368 1 G xt1J r' •ALvAmm STM P*f= TRACT 13M. WMXT AMPIA TO CI TY FINISH GRADE EQ. EQ. Pf°f"rN I 1 5/8" O.D.0.0- TOP MIL AT * 1KXLMDSE ENE NO. s IJHlCE. r paTlr LINK sTEtl NocMKP[cTOR POR CSSAN P*ROYAL. /2AP I-on IU1 06UlSTFINISM O I VIRE MESA -110T DIPPED GALV, =1!!• f71A QALV.PfPERAfIf STM PIPE 6. OR 8 YITH.GHEEM tu1VAS S TQS1lED JOINT QG}Z U14�P ).7A 1/2' BULLNOSE EDGE I z 7/e• O.D. ScN 40 POST a RKv.ST[!L MK � 10, 0* D.C. W. - •; IUi! QR'OON FINISH �, i L��•aay �'�N.. �� X 6 X 10 X 10 E.W.1F.M. +t•w v � .- j;, —♦ FINISH GRADE sAly.sTtR r+tLOED To 1i i r , IRSTALL IAL FA/RTC oRlttilOE NOTE TMICK SAM STUTPLATE. / j . /3 BAR CONTINUOUS PROJ cT GRRIO ALL WfiLOfi fRIOOTII o�# }a-Je �q �, 'a. , • SATURATE ARD COMPACT SUd-GMM : I a., d r , E TO 90% RIOR TO POUR.' 2.X4 HEADER•-1>W-rN-.r I• [=>F�• COAT PASAER AND TWO COATS MEIb RATE TO PIPE .••t r �n, . ry r, _ fINiSM CRAM 1/1• f[LOV TOr OF FOOTIIK POWDER COATED COLOR MATCHM 6.6ALV.STEEL HItWO NASP(*M blrl") 1N0 jfOS1WROt/0MT IRON f°ENCf10 AT ANCHOR 16'THICK W/ CMOR DOLO T ~ € BOTTOM MTt- INSPECTOR 13r FOR WT SAIAL E TO CITY SET IN CONCRETE �¢ * R V ,� -;? Z {� �` b ---�SATURATE & COMPACT SUBGRADE TO `f10TE: i1sE r o.o. . ao s T : •• I FOR &ATE OR f 00 PosTs PWSN } ALV.STEEL PIPE SLEEVE` Z 90X PRIOR TO POUR COIICRET[ FOOT RO C011CRtTt ::e'. ' St7RFACE o. 512E TO RELIEVE 3 f .� _ �,�`����` 1 ;;ii ��� '"NOR t"VP ON PtAflJ-C 'f1�IIL7A. �/ PR . - - 1 �-�7M� i is l l� A • `= 311 @"TMtCK GALV.STEEL 0 TYP. •<. f DALE*LATE W/I`DIA.HOLE 10 - » ' IN CENTER FOR ORAIMA6E.MEIN •6" WIDE BY 10" DEEP MOW:•STRIPS UNDER WROUGHT IRON FENCING ' a 6 M�ooRIPACTION sr CONT.TO PIPE W/I/1'fILLET.' •8" WIDE BY 6" DEEP MOW- STRIPS BETWEEN TURF AND GROUND COVERS. CRUSHED ROCK 3/♦FLAX. DIAPIETER •REFER TO CONSTRUCTION PLAN FOR cous"Im" CK CONCRETE PAVING FINISH LAYOUT. • 6" WIDE BY 6" DEEP MOW-STRIPS BETWEEN PRIVATE AND PUBLIC. VAI"MAX DIA. • SCORE JOINTS 3'- 0" ON CENTER AND AT ALL ANGLE POINTS. REMOVEABLE TEMP. CHAIN LINK •FENCE TEEL PIPE RAILIKTIG STEEL BOLLARD CONC. SECTION CONC. MOW-STRIP CAI! K.ufr cr CJNe- FZFLLUIR!_`J•+«A1t H/ALA— •3" ItM TO BORN wwss[0 MATERINC LASIN :. IaTE M GRIND ALL WELDS SMOOTH,ONE ----♦ * COAT PRRRER AND TWO COAT$ POWDER TED COLOR MATCHM EXISTING WROUGHT IRON FEWT TRACT 13270. SUSWT IE TO CITYINSPECTOR FOR APPROVAL ' vZ v�1� sMl 1MD .LX�P ��Uf'�}� ,�WN 0=11-nKlo /♦.AMT TAtS-R A /� k ✓KM/S . SAM STEEL PIPE CAD STAKF e 3 G" O.ci. ItEDWDOD LAY FLAT 'NANO►KT�A[R'S RECOItl10ATi01ES ' 1ACKFILL NIX KR SKCIFICATIONS a r01AM.SAM STEEL PIPE CONTAIMtR /CMR ROOT FALL t`• ' \-ItAIIT IIT TO RE (2) TiK3 T1t ,n ��I�i ` VIOTN OF THE ROOT FALL • Ir EQ Rofww TIE IOTTON OF THE NOR GAL IInil ' MTillt fOtl NOTE: �. CONCRETE 1TN0 ♦ ■•7'.' �5�. GOM>•i{GT�a i !. ALL SNRl1eSIGROUNO COVER TO 1E PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS1[>A. TU ` OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ! O 30l L • -� :, •. I. FROM M . W N BOORS K OOOSWL. ALL ROOTS AT EOCt OF ROOT Ill MITN MATjR l• wwwe L^.Ttz> A•CU.AGFJ.tT -Tb WALL-S, wALxs CXKJ&S DIG FROM NOtt. m NOT CRACK R00T Rµl. SVMILAP% LIMITATIOhJ5 ALL sH#Wry3/ GRnuA1v CbVE.P, ALL_ PLA.r.►T1Eo AT oA,�—HALIC �E onslt�►�AT>=o sw`�►�� r orA PlINSTALL WOM HEADER CROC3/I K[ •6iI0Y-►OYER• TRIS IN ILAIIRfITAIf1ER PRIOR TO PLJINTTf1i FOR OISERYATIOR FltoM svc� L.In+Irs. RUsNED K 'MAX. !'1ETEq CO - C.0" SIDEUP SH RUB AND VINE PERMANENT SHRUB 81 GROUND COVER .. . PLANTING DETAIL �p0 ('INr STEEL BOLLARD TEMP. WOOD • HEADER DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA WEST GREENWAY TRAIL- CONSTRUCTION NSTRUCTION DETAI S, `��u►�NIA (qr/G r LEWIS HOMES °P5� APPROVED BY" DATE-. 3,'O–F— rn �A`y�a�` CITY ENGINEE FtC.E NO. 249 DESIGN - -� RECOMMENDED `Y LIC rm t?P3 ��. .AND CONCERN, Lm x l C, La7&caeAr>;h&cftn Pfam*ig ►� A I L DRAWN 12 Lj"o.,5of.6,,4a17ta 1750 East Deere Avenue S HE E T Ana, CA 92705 4 _Of P (714)250-4822 Fax(714) 752-246 9�E OF CAt��cCHECKED KC E NO DRAW14GQNO DATE FILE NO- SHEET O SHEET N0.180F /6 WIN ONE (1) CALSENSE 2000-12-12 STATION AUTOMATIC CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED INLINE, ONE (1) PER THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY SPRINKLER CONTROLLER "A" MOUNTED WITHIN A "STRONG WATER METER, AS PER NOTES, WITH TEN (10) DIAMETERS OF SENSOR-SIZED PIPE FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA BOX" NO. 5B-24-C CONTROLLER " COMBINATION ELECTRIC METER UPSTREAM OF FLOW SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED PIPE REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL AND CONTROLLER VANDAL RESISTANT ENCLOSURE. FOR DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). FLOW SENSOR SHALL BE BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, NTROLLNDALEFESISTANR TO ECA SURE.DRAWFORNGS INSTALLED MINIMUM TEN (10) SENSOR-SIZED DIAMETERS UPSTREAM OR PURCHASE INFORMATION CONTACT: TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE A/ SHEET 10 ADDITIONAL INFORMATION, 12 AND CONTACT DOUG MTRIC @ "STRONG DOWNSTREAM FROM ANY VALVE, FITTINGS, METER, OR BACKFLOW DEVICE.WIRES SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE BOX" 10 784-7437.AND 120 VOLT POWER SUPPLY AND HOOK- FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE TOM GENTILE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER J UP OF AUTOMATIC CONTROLLER SHALL BE THE (1)RED STANDARD#14 IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE HOUSED CALSENSE SYSTEM BY INSTALLING A gUARTER CIRCLE OR HALF CIRCLE IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED ON 2075 CORTE DEL NOGAL, SUITE J SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO PLANS AND MARKED " F.S.- FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM CARLSBAD, CALIFORNIA 92009 PROVIDE PROPER COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT BE DETERMINED BY THE LANDSCAPE ARCHITECT AND CITY OF CALSENSE LOCATED AT 2075 CONTE DEL NOGAL. SUITE J, CARLSBAD, CA 92009. (714) 458-0129 NO ADDITIONAL COST TO THE OWNER. RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. A/- LOCATE STRONG BOX WITHIN RIGHT OF WAY Q. - - SCHOOL SITE _ L4 AG A1. A2 Z4 40 A5 — 0 J w� — {112" Vl ,112• — rJ -_ W • •• • ••••N•NN•••NN••NNAN NN•••N•• ••••••••••••N••NN•NN•INL••N•• •• •••N•4.••N•••••• •N NNNNN{•y{{{• • • •NNN•NN•N••N{{••N{ •N ------- •• •• N•N.•N•.••N• N •N ••••{N.N••N••N•••N•••NN••N•••••••••••••NNN•••••• •••N.NN•N{N•{1••►•.{.N{•{ •• Tr �.r-r- _ _ ._ __ lT1 Amm. Tr lit rt M I u2 - r N �P 41. 3/¢ :5/ �M' �n 1" 1u 3/4' �'Q Ij 11L ��� �Z �/4r 3�4 +„ I{ +11 IH 3/_r 3/.. l� 72 ��Z• �2 -"R 3�4 �M �` �' 44 '4 <�• h• iV� i i i TRACT 13270, 44 POINT OF CONNECTION - CONNECT TO 2" TURBINE WATER METER FOR IRRIGATION. IRRIGATION LEGES EXISTING WATER PRESSURE: 76.0 P.S.I. SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN SYSTEM DESIGN PRESSURE: 60.7 P.S.I. N IGATION SYST -,g.�tll UPON A MA PER WEEK i RAtMtRo Walz-w�►Rs u' rOr-u► srRAY NERD w-rLT t- FT. 0.2 So wlLf CIRCLE PEAK IRRIGATION DEMAND: 40.0 G.P.M. ♦ 1812-SAM-.RS 1 1 1 1 SO-rLT o- 0.4 30 M. FOR TURF r IE OURS A O I 1lO6-SAM-+RS i• ►0►-u► S►RAr NEAO SCSI-i f� � O.S 70 FtD00 • j 1106-SN"►RS 1 1 1 1 60-e f 0.5 30 FLOOD 1 HYS A WEEK. 19:OOPM -• Q CALSENSE 2000-12 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS NEUG-1-28S ENCLOSURE - PROVIDE RAIWASTER K-24 REMOTE CONTROL PIGTAIL PHONE CABLE STUB-OUT FOR FUTURE PONE MOM. INSTALL WITHIN ENCLOSURE PER INSTRUCTIONS OF CALSENSE REPRESENTATIVE. WATER PRESSURE INFORMATION OBTAINED FROM CARLOS NOTE: CONTRACTOR TO COORDINATE CONTROLLER • RAtNBTRO 'EFB-Ct-MRs' SERIES ElEtI1RIC CONTROL VALVE With CHAMPION 100 SERIES IANWI ANGLE VALVE FIMBERS AT THE CUCAMONGA COUNTY WATER DISTRICT PROGRAMMING WITH A CALSENSE REPRESENTATIVE - LINE SIZE - INSTALL INSIDE CHRISTY CONCRETE iOKES WITH LOCKING PLASTIC 1101. (714) 987-2591 ON 05-07-91. AND A STAFF MEMBER OF THE CITY MAINTENANCE 0 RAtlletRD ss-DLRc autcK coo►ttNc TAtrE WitOCRtNG rtNrt torER - in• (EED• O.C. LIAR) DEPARTMENT. ■ I SIS BfDDCEn PRESSURE IVE IACVLOW PREVENT - 2• H MIBCD T•L17 SERIES GTE VALVE VTTN BRONZE NANOOKEL - LIVE SIZE s FACIE F02-M.0. MIASTER VALVE - NORMALLY OPEN - 11• DATA INDUSTRIAL PM-Z20► FLOW SENSOR - 2• CALSENSE 1000-5 metSTVRE unm • SEE NOTL ON'OWSTMCS Pa ww"TT INSTALL AS PEA MANUFACTURERS APPROVAL IN THE FIELD. GRIM PRESSURE RAIN LENS - PVC CLASS 315 FOR SIZES 2- AND LARGER AND SCMEOULE 40 FOR SIZES IV AND MALt1R - SIZE NOTED WRIER NON-MESSURE LATERAL LINE PIPING - USE PVC SCMEDOLE 40 FOR LATERAL LINE PPIMG INSTALLED r[TN111 PLANTING AREAS An PVC SCHIMU 40 FOR LATERAL LINE PIPING INSTALLED UNDER PAYED AREAS - SIZE ROTES UNLESS OTNERNISE NOTED AS NEN; ALL IRRIGATION PIPE SLEETES SNOWN WD NDADWA11 WALL BE PRO►IOED AM INSTALLED IT THE STREET IWCv MENT CONTRACTOR. ALL NEW SLEEVES NOTED ON THE DRAWINGS SHALL BE PROVIDED AND IWALLED IT THE IRAIWTION CONTRACTOR C - PVC SCHEDULE 40 - SIZE NOTED IININN s:a: UNLESS OTHERWISE NOTED AS Nd; ALL CONTROL WIRE SHOWN AIDER ROADWAY SPALL K M MMED AND IWALLEO ST THE W SCHOOL SITE — W STREET IMPROVEMENT AND INSTALL ALL NEN CONDUITS NOTED ON THE SCHEDULE SHALL BE PROMISED AND INSTALLED BY TME IRRIGATION COMTRACTOIN SCHEDULE 40 PVC - SIZE NOTED. i r- iM MAM i�.l► to GJ.N. FOR ELECTRIC CONTROL VALTES A3 33 — A4 38 INNoiUTIES ELECTRICCCONTRO LEA VALVE SIZE STATION N{/41D ,l Lt/2 { WHEN RADIUS OF SPRINKLER HEADS. REOUIRCD FOR PROPER COVERAGE. IS LESS THMM RADIUS SHOWN ON LEGEND. TIN: W CONTRACTOR SMALL EOUI► HEAD WITH A RAIN GIRD 'KS* PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. �— •••••••• SELECT SCREEN ON ►CS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. W WEST GREENWAY PARK _ __ - - NAM 3/4 3�� 1�2 � 4 ( _----- ANN ._ _ _ _ 12 Y+ � —� Imp- ti V h _ E- *WON wo 1= _ Q \ IU - an •143 TRACT 68aft ( I PNC LATERAL UNE •INSTALL 6' FROM PRESSURE CALCULATMONS I\ EDGE OF CURB. WATER METER. SIZE r— O RAINSIRD 5CST-8 STREAM BURBLER t P. NOZZLE. SEE IRRIGATION PLANS FOR N.6.1. 1411 I SPRINKLER BODY TYPE. ADJUST _ STREAM TO THROW 6- FROM BASE OF ELEVAnon sus /i\ SHRUB. "PCS" NOZZLE SCREEN SELECTION GUIDE '1d x.433 - QRIOTE 1.00111 L VALVE A4 O SHRUB. 4O SPRINKLER STREAM. f MAXIMUM DEMAND � G.P.M. .3 . DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 E1�7AT1ON �D' Ve 1 O X"PVC LATERAL • COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW PMSSV 9mc.v. OR ►.s.r. > mm r l• `)� 4 p CURB. DESCRIPTION OF REVISION DATE CITY AP►ROPED FLAT SPRAY 8F-FLT - - 6" BUB. 2' BUB. 3' 5' +8' L_ WATER METEP o.N ` O TRAEL.OR HEADER ISEE PLAM. 8H-FLT - 3'(160) 4'-6' 7' +8' - - ,.D i 5 CITY OF RANCHO CUCAMONGA 8T-FLT 4' 5' +8' - _ _ - � P.P.iACRnow DEVPCE 8Q-FLT 4'-5' +8' - - _ _ _ ZIL_— RATE VALVE C { o.t \ G J " MASH VALVE TERRA VISTA LOW ANGLE 10F-LA - - 1' BUB 3' 4' S' +,�' - PREBS.RER1.N<ALL-0PPI _ WEST GREENWAY TRAIL SPRAY 15 DEG 1 OH-LA - - 5' 7' +10' - - zr- — MAN#LNVE Loss a_i 7 . TRAJECTORY 1 OT-LA 3' 5' 7' +10' - - - 12IL-- MMOTE COWTM vAtVE 7.0 100-LA 5' 5' +10' - - - - x-•r "MAL LINE 4.0 � IRRIGATION PLAN IFrrTN'KS Loss none STD ANGLE 12F - - - 1' BUB 2' BUB 6' 7' o•T ' SPRAY 30 DEG 12TO - - - - - 8' +12' L-- RLEVAT"C"ANOEROSSI �_ STREAM BUBBLER DETAIL l.EW�S HOMES TRAJECTORY 1211 - - - 4' 6' 8' +12' TOTAL SYSTEM LOSSES _ �� `�FpnNIA LAI'rp . 12H - - 8' 8' 10' +12' - PRESSLIREREOUARMATIIEAD: o�P �� M Sq . SCq� APPROVED 8Y: DATE: ,3l 12T - - s' 10' +12' - - Y - �`� �,� y� CITY ENGINEER RC.E N0. 2455 k, 0 F, _- TOTAIPRESst1REREOLMRRED: 7_ r �'' S DESIGN ;—� RECOMMENDED 12Q 3' 4' 8' +12' - STATIC PRESSURE AVAM.AKE: 2Lt_ y^ LIC. NO I?F,3 I -``WD'(30NCE N, LTD d.d. Pagano .DP. I' lalr►IiscapeA►rlutec�rr�lPtarnrir►g ROD.PRESSURE AVAILABLE(PRE-SETT - WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON MSNDUAL WATER mmssvRE: T♦.a IRRIGATION CONSULTANTS DATE ~ DRAWN NV ��t(emke� SHEET LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE MYMSMTAL WATER 106 W. FOURTH ST. �iJ�G � 12 — COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR PRESSURE RREOUESTED: r020r.81 SANTA ANA •CALIFORNIA 92701 ,(0/0 �Il12, OF APPROPRIATE RADIUS (714) 835-2353 If OF CAI �\P CHECKED (714)2504M Fax(79)752-2 DRAWI^IG NO SCALE 1":20' FIR. E NO • d� DATE FILE NO •/� e�— SHEET NO.90F 16 NOTE: NOT - F S MMS CAPING.tAP 1 TE AO ZION WALKS CURE iNi ME Moa STRIP, AGER eoARo AH110 b HE 1. 10CATE READ 6FROM WALKS, CURBS. HWRDSCAPING NOW STR ► R EDGE OF LAW. /2' ABOVE FINISN GRADE EDGE OF 1.AW. . STRIP, HEADER BOARD. AND NI-POP SHRUB HERO !..LOCATE (HEAD i' FROMALL STRUCTURES. 2. LOCATE HEAD 120 FROM ALL STRUCTURES. 3. USE TEFLON TAPE ON ALL VALE THREADS. FINISH GRADE ). USE TEFLON TAPE ON ALL NILE THREADS. 4. INSTALL HEADS WITH INTERNAL CHECK VALVE MO/00 PRESSURE COMHPEFEATURE AS I � PER THE IRRIGATION PLAN. ii POP-UP MOTOR I II P-U► TURF HEAD 1' IN S00 112• IN SOD IN SEED FI GRADE FINISH GRADE - - W Ili i �` �IIItI r !11 01 � � i _ - - �,I�i 011u NON-PRESSURE LATERAL LEGEND LINE 1 FITTING 1. HAROSCAPING. --MARLEI 90' STREET I _ 2. CLEAN BACKFILL - SEE SPECS. FOR ELL s ` —III=II —III—I MATERIAL. 907 COMPACTION REQUIRED. SCM BO PVC NIPPLE MLEX 90' STREET ELL SCN e0 ►VC NIPPLE 1 I II II I I II I�I I 3. SAND. MARLE7f 90' STREET E - (MINIMUM i LONG) (MINIMUM 4' LONG) ♦ SCH 10 PVC TxT 90 ELL SCP e0 PVC NIPPLE 4. NON-PRESSURE LATERAL LINE SLEEVE SCM e0 PVC NIP � TYPICAL (2) PLACES SCM 10 PVC TaT 90' ELL SIZE TWICE DIAMETER OF NON- (i" LONG) �I III= 3 PRESSURE LATERAL LINE.. SCM AO PVC 900 STREET ELL N s -- 5. CONTROL I WIRE SLEEVE - SIZE PER PLAN INSTALL ADJACENT TO PRESSURE IRARL[S 90'•STREET ELL SUPPLY UNE. OLMIT —I I—I I J I I— I—III—III—I 6. PRESSURE SUPPLY UNE SLEEVE-SIZE UN 10 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATE WE i FITTING T"CE DIAMETER OF PRESSURE SUPPLY . 0 ANTI-DRAIN VANE ASR D ' I�,;�I I —! LINE. ANTI-DRAIN VALVE AS REQUIREO MARLEx 90• Ell MARLEI 90' STREET ELL -TVP. NOTE: �' 6 i t. ALL SLEEVES TO BE scH ao PVC. 1. LOCATE NEAR t' FROM WALKS, CURBS. NAROStJVINi. NOV STRIP. HEADER BOARD, MO OMIT NON-PRESSURE LATERAL LIRE F NG EDGE OF LAA. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE 2. LOCATE STREAM SPRAYS i- FROM ALL STRUCTURES. AND SPRAY RM 12- FROM ALL OF HAROSCAPINC AT BOTH ENDS. STRUCTURES 1N SHRUB AREAS BUT i' FROM ALL STRUCTURES IN GROUND COYER MEAS. 1. USE TEFLON TAPE ON ALL MALE THREADS. TYPICAL SLEEVING HI-POP SHRUB SPRAY 11 1 POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR� N 9 7777 NIP I so- K we soy--To ��►a+r�t'o�r r!'rRCE . ss {• . „ " __ 'SMP-TITS' ELECTRICAL r M TURF AREAS CONNECTORS JUMBQ �CONC. . VALVE XX WITH 2-6' EXTENSMNS AMD 2- IM SHRUB AREAS FIH'tISH GRADELOCKIPHG COVER HY At£TEK FDYISH GRADE CQ1HQ'1 WIRE \-- VALVES OR EQUAL. _ cEI'won WIRE SENSM UF14 ' CONTROL— • • • • • • WATER EXTENSION . 0 CGKTRtl HURY WITHIN VALVE CONTROL WIRE COMMECTIONS JUMBO BOX — _I I . WIRES RMT SYSTEM 5 PIPE CALSEKSE DIAMETERS _ 1SDLACK RED 10 PIPE DIAMETERS \ AMY LENGTH — �J.— ►�1iw. MIN• !ht' 14 AWG WIRE FLOW +-- WATER FLDW IN TO SENSOR MMIML IME !1"G • 2 • EXTEMSIONZ 14 MASTER FLOW HACK-f LOW WATER " VALVE $"IF MVILNTER METER 6' MM • 1 '/2" 1 'h 2" 2" PEA GRAVEL �� •• • Q • MARBLE CALSENSE WI—�-KIN5 _ pDRAIN SIAHP CALSENSE RENDITION OF TYPICAL ' CONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION CALSENSE FLOW SENSOR INSTALLATION • Q1A6RAMMA?IG ONLY _ DtAGRAMMATtc oNty DIAGAAMMATr- ONLY 77 NOTES CONTINUE: \FORnU 14 DESCRIPTION OF REVISION DATE AP CITY O �o t M. CITY OF RANCHO CUCAMONGA • "MICE A MINI" OF 16- W COVER OVER ALL PRESSURE MAINLINEBS PIPE • ALL SPRAY HEADS ADJACENT TO SIDEWALKS. CUR . DRIVEWAYS. OR OTHER lot �c AND 12' MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH ►WtDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY W � .:. BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. Di1 � T E R R A VISTA PIPE OR EQUIPMENT. IN THE EVENT OF 6ACKFILL SETTLEMENT. CONTRACTOR , SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. INSTALL ALL SPRAY HEADS WITH NOZZLES of THE APPM:oPR I ATE DEGREE of WEST G R E E N W A Y TRAIL RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE CAO • ALL PIPE UNDER PAVED AREAS IS TO HE INSTALLED IN A PVC SCHED. 40 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW SLEEVE WITH 36" KI N I MUM OF COVER. ALEEVE LOCAT I ONS TO DE AS SHOWN CONTROLS TO PROVIDE OPT I MUM PERFORMANCE. lI 11Rt1l�,iM DETALS ON PLANS AND INSTALLED PER DETAIL. PRIOR TO BACKFILLING IRRIGATION TRENCHES: • ALL 4JICK COUPLER VALVES ARE TO HE INSTALLED IN SHRUB OR GROUNDCOVER AREAS WHENEVER POSSIBLE'AND WITHIN 19" OF THE HIARDSCAPE. ALL QUICA • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT LEWIS HOMES COUPLER VALVES LOCATED IN TURF AREAS SMALL BE INSTALLED IN AN •" 150 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE / APPROVED BY DATE.'7?7 DIAMETER GREEN PLASTIC VALVE BOX. CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING CITY ENGINEER�/�,,�Gt _ RCE N0. 24953 NEW MATERIAL IN ITS PLACE. • LEL THREADED ►IPE CONNECTIONS MADE TO IIP-JOINT PVC PIPE SWILL HE DESIGN 1/ RECOMMENDED MW WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND D/ Land Concern. Ltd CODOC CODLINGS ARE TO DE 'DURA' DEEP SOCKET TYPE. JJ DRAWN _ - 1750 EAST DEERE AVENLFE SHLAT • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW d d P ,mm SANTA ANA CA 92705 sI 1 HEADS TO PREVENTOW LHEAD DRAINAGE AND POSSIBLE WIL EROSION. &VGATMONCONSUITAW or PHONE (7114)250- 4822 1-6 2 noRITMO"otwoT CHECKED DRAWING MO WIT.ww SA•opw►A S�pp, RCE 11111111010- $4 M4 tm �eNs•i Qr' DATE PILE No 1189 S ?' /QOF /6 • I. IOUIPNt4T to K iNSllltn AT A 1111tAJN W 14' nqN am STWTMI a IAROSCAPIIK. ` "OPO C014C. VALVE BOx R COVER R UNIT XT A T •_• I(�'I _ Z. � w is Rt » sTfNC uIt (N•. VAII. BVTLftNi, ETC.) NNDURt TEST coc>u w MMufD 'IRRIGATION 801 GAT(- WEN a Np•STRUCTIiIt slot. = IIS CLEAN RAWILL SEE SPECS. FORv in i 'C>u11STT• rias BOX a rLBo LID to towL1 II MATERIAL. W% COMPACTION REQUIRED j ................�_fRcvla PntYTaNTOR Asst>tBIT = � — A .» I ]- 1N, PLANT REDS riNLSN IitAO[ LINE SIZED CRASS GATE VALVE RAASI RIPKE TYPiCAL (4) PUCE% s N GREEN PLJI CIRCULAR VALVE B AMATEK OR EQUAL PISS LIo• Eu - TYPICAL (1) DACES NO)1-PRESSURE LATERAL LINE: 3DL 40 .................. fuss 81"L( = SilI1Kt PIPE IN TRENCH == II � � =j�(�'—Ij ' --• ISH GRADE ( � "ASS 1Nrt SIRATR(R v1Tv N qSN III BRASS UN I O MOIL SCREEN QUICK COUPLER VALVE, SEE PLAN I j = IIIA ANDLEGEND 6"TMiCK . Ir mot C01KR[71 w rr'' PRESSURE SUPPLY LINE: SCN. 40/CL.31S 'I � Sl0►ETTOROR►tIl �TRMINIMUMACjUR[R) SNAKE PIPE IN TRE" oil" t ss GATE VALVE BRASS NIPPLE, ruoN VOTER selAlct FtRIsN cRAot -1 _94 ' WITH BRONZE NIANOWNEEC LENGTH AS REQUIRED TITT- _ 6" MIN. DEPTH CLEAN PEA GRAVEL ~ t 'yam v o (' Ell ��u s 4 y� 'PROVIDE 2. OF CLEAN BACKFILL BRASS STREET ELL. TYPICAL . �� 3/4 WISHED CRUSHED • :• e •. • I. AGGREGATE BASE BRICK STABILIZER, TYPICAL I CONTROL WIRES - BUNDLE AMD TAPE _ I RUSS��t • TYPICAL 12 TYPICAL v .a • p . . WIiIIII SS NIPPLE 6" MIN. LENGTH AT 15 O.C. AND INSTALL ADJACENT W. COMACTiOl THRUST ILD Co rVPI TO PRESSURE SUPPLY LIME NKoui R T,w11ST RlOCX3 • nrtcAt SCN 40 PVC VILE ADAPTORS / P CH 40 TEE OR ELL s i (2) PLACES Z SCM 40 PVC NAIL WPTTAS PVC MAIN LINE C TYPICAL (2) Putts DEPTH AS REOUIRED LiK To snTENS I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE 901. I \ -p " � ✓ /s �� Cr � R(tss gr 1 KKtStll • TV/1CAt 36 MIN. LEGTH BAR STABILIZER, ATTAC T1�0 (2) NOTE: Omit STAINLESS STEEL BAND 4. ORIENT UNIT PARALLEL TO STREET. 1. PIGTAIL AMO LOOP CONTROL WIRE AT 9O0 CHANGES IN DIRECTION. 5. LOCATE WITHIN SHRUB AREAS WHEREVER POSSIBLE. AGATE VALVE- 3" or smaller QUICK COUPLING VALVE / IN TURF AREA REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL TRENCHING 2 � - CONIC. VALVE IOC 1 PLASTIC COVER ( RAA KI O •i RA 1 IAT 1 ON Rev, •CIMISTY• B9 101E 1 FL90 t1I TB S"1111ttR - Mott PIP( 10 STRONG BOX NO. SB 24-CR/120 Y NtC1110 KPTN WITH AS• ttt$ ELECTRIC METER SCN 40 PVC IAIt AOIVTOR COLOR CODED MAP FOR VALVE XN Be Pvc UiOILOCATION INSIDE (PLR. SPEC'$.) r — — — r_wtwvt 1000 C4vT%6LLv1k 1RASS 11PPLE ( 1 I WALL MOUNT CONTROLLER - I 1` I MOUNT WITHIN ENCLOSURE. MIN 91111.033OLRCvIT>1 YELLOW120 VOLT WIRE IN RIGID STEEL STRUCTURE! OR V IN LAM MEAS 'WA�T1T!' CONNECTORS L — ——J RUBBER CAP SUPPLY ON! KEY CONDUIT (PER LOCAL CODE) Pit 12 QCY'S INCLUDING NOS[ HARDSCA►1NG 3• IN PLATT BIDS EttCT11C CORTROI VILVt ON-OFF SWITCH AND 110 VOLT SNIVEL EXTERIOR OUTi.LT',TO BE PROVIDEDIT ! FINISH GRADt - INSTALL in FioISal GRAD( r— — � CONTRACTOR. ►LA NTLR BID ONLY li» Nast '• LOCK NUT 1 M -=4 tINt N � C0r410N V[Rt/CONTROL MIRES EM 3 46 .► - SCN. i0 PVC CONDUIT Fit TAIL II14o LO1 c��c 1 j6 x38' X • CONCR[Tt FOOTtOC 1001 (NII N' IONCj MIN. ? INSTALL A MINIMUM 0► 3" ASOVt = BRASS Mitt WOK R d �'��--CRAD9 AND SLOPE Tor To DRAIN SLIP BASE SOCKET OVER ENO OF HIRES �• VALVE W/UN)DA AT A MINIMUM 0► 2% C t- BRASf STAINLESS STEEL —FLA STEP I -""•+.N BRASS 10• ELL SCREW CLAMP = SS NiPPLt •' I.uI L' u -�, BRA _ ITV 14 DIRECT BURIAL MIRING TO BRAST f0• STREET [LL NININUM t3) ►LACES , A ,• VALVES, BUNDLE AND TAPE [VERY STRIP MIRES APPROX. S/B' FROM ENDS•TWiST TOGETMEZ i BRASS NIPPLE - B" LONC v 3/1• YASKO CRUSHED � A � lS FT. O.c. INSTALL YITHIN MAINAPPLY SEALER TO OUTSIDE OF SEALING ►LUG-FILL BRASS STRICT CLL P4 RtBAR STA1(t AWt&AT( �-----�. LIME TRENCH• CAVITY WITH SEALER !0' IC (2A" LONC) SCN b PVC AIPPLI NOTES: STEP 2 � s 0--cort10t 1 COMB VIRES 1. INSTALL CONTROLLER PER N►C. PRINTtO iNSTRUCTION& A" PER LOCAL COOTS •j II LPUT CRIMP SLEEVE OVER VIRE ENOS-CRIMP SLEEVE LOCATION TO BE APPROVED IN /REED BY THE CITY INSPEMR PRIOR TOCOINSTRUCS101 AMO CUT OFF CESS MIRE FINISH: 2 COATS ANTIOWWRIT"EMt-GLOSS tNAMtLCOLOREX V11kt1TY PULL BASE SOCKET DWS ENO As FAR AS rossletlE SCA 40 PVC SJISAT 111 PRESSURE SUPPLY 0114( 2. COMMON VIRE TO B[ WHITE AND CONTROL WIRE TO BE RED IN COLOR. NO SPLICES SHALL it MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. STEP 3 .e ...�..,".� A. CONTROL WIRINC SEQUENCE CORRESPONDS TO OPERATINC SCQUENCE OF REMOTE CONTROL t ' I. INSTALL =72% VALVES A NIIJAP OF 12' FIM STRUCTMS OR 11ARD"I". VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNLL'TION SEQUENCE. t�PUSM SEALING PLUG INTO SASE SOCXET SEQUENCE SNOWY ON DETAIL If FOR REFERENCE ONLY $99 IRRICATION PLAN FOR PUSH WIRES TO END OF MASE SOCKET r0 ASSURE 1. INSTALL VALVES IR kW BIDS 091MR POSSIBLE NEXT TO SIDMI(S. CORRECT VALVE SEQUENCE. IPRESSt1Rt SVPPLT s` S• "t VALVt MOI AT ItGNT WAIS TO STRUCTURES OR NAROSGVIM. S. RUN TWO EXTRA WIRE (COLOR, ORANCt) TO ►ART11tST RCT • FOR FUTURE USE. COMPLETE SEALING OF CDH:+ECTION LINE rITTtNc A. "t AMfGATE MIOI TO INSTALLATION OF VALVE IOC. i. PROVIDE RAINMASTER 24PC PERMANENT Rt:N10TE CONTROL PIGTAIL � STEP 4 �---PUSSV21 SUPPLY LtOt u S. ArTXN %MISTY• VALVE IOERTiFiCATION TAG WITH AP►ROPRIATI WITROLttR MO AND TELEPHONE CABLE CONDUIT FOR FUTURE MODEM INSIDE THE ENCLOSURE. . aAtNllaO SNAP-TITE MIRE COTtMECTOR VALVE NMI , TO C40TIM WIRE. TZ&F. SH)LET EI DQrA.I L I REMOTE CONTROL VALVE WiTH 8 QUICK COUPLING VALVE WITH METAL STAKE 7 SHUT-OFF VA MASTER VALVE AUTOMATIC CONTROLLE WIRE CONNECTOR LVE 8i UNION/ 6 5 GENERAL NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GO-'ERNING • DO NOT WILLFULLY INSTALL ANY EGi,,IPMEN• AS SHOwN ON PLANS WHEN 1T IS • WHEN THE SPRIW-LER SYSTEM 1S COMPLETED. THE CONTRACTOR. IN THE • THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A FERIOG OF ONE OR RELATING TO ANY PORTION OF THIS WOR► ARE HEREBY 1NCOF:,ORATEG INTO OBVIOUS IN THE FIELD THAT uW NOwN COhL'.TIONS EXIST THAT WERE NOT PRESENCE OF THE CiTY'S AUTHORIZED REPRESENTATIVE SHALL PERrOFM A (1) YEAR. ANY DEFECTIVE EOLIPMENT. MATEkIALS OR POOR WOrO MANSHIP AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL T = T COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BEL COST T OF CORRECTED By THE IRRIGATION CONTRACTOR AT NO DESCRIPTION OF REVISION DAT[ CITY EVIDENT AT THE TIME THESE LAMS WERE F'FE�AREG. ANY SUCH ^ONDI IONS ADDITIONAL COST TO THE GTN. ���V�NIA �N/`- A►►ROVZ:D BE ;,ARRIED OUT Br THE CONTRACTOR. SHALL BE BROUGHT TO THE ATTENTION OF 4 CITY*$ AUTHOF.ZE., SHALL FURNISH ALL MATERIALS AND PERFORM ALL WOR► REQUIRED TO CORRECT (,s. REPRESENTATIVES PRIOR TO ANY WOR► OR THE IRFIGaT:ON CON';-.M_'JF S•4:tL ANY INADEQUACIES of COVERAGE AT HIS OWN COST. J M `gam CITY OF RANCHO CUCAMONGA ASSUME ALL RESPONSIBI iTr FOA ANY FIE.' CHANGES DEEMEL NE -E33AFY pY • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ExI5TIN6 � � � f- UTILITIES. STRUCTURES. AND SERVICES BEFORE COMMENCING WOR► . THE ONE HUNDRED EIGHTY (180) OATS AND SHALL MATER ON A REGULAR BASIS. 0 THE CJTY . • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION - � p F.p �P LOCATIONS OF UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE FLANS OF ON-SITE INSPECTIONS cv S ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND • INSTALL ALL EQUIPMENT AS SHOW% IN DETAILS AND SPECIFICATIONS. TO BE SCHEDULED AT THE FOLLOMING LLJ LIC. NO. 1283 ��' ��� ��1 ��I 9 ACTUAL FIELD CONDITIONS s►1ALL BE REPORTED TO THE CRY OiR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE lBLE TO COMPLY Lr w1 TM ALL LOCAL C I Tr AND STAGES OF INSTALLAT ION:• - >A � � TERRA VISTA ARCHITECT. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. D T ' '"'TEAL PRE-'O9 MEETING WITH THE , AND LANDSCAPE ARCHITECT. WEST GREENWAY TRAIL THE CONTRACTOR SENILE PROTECT ALL EXISTING UTILITIES AND FEATURES TO • CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR REMAIN ON AND ADJACENT TO THE PROJECT SiTE DURING CONSTRUCTION. EQUIPMENT, MATERIALS. AND RUBBISH INCIDENTAL TO WORK OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BYq� OF CALIfOR\P CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE. ALL DAMAGE RESULTING SECTION. TRENCHES. THE CITY*S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. �RiGATiON DETAU FROM HIS OPERATIONS OR NEGLIGENCE. • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF SPRINKLER SYSTEM PRiOR TO PLANT INSTALLATION. • 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED By OTHERS TO THE LEWIS HOMES 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING ANO/a AT EACH POINT OF CDNNECTIDN. THE MAXIMUM DEMAND OF GALLONS PER LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE ARCHITECTURAL PLANS BEFORE BEGINNING WORK. MINUTE 1S AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. APPROVED BY DATE /-3l AVAILABLE WATER PRESSURE ON THE SiTE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WOki PER THE — 4. THE CONTRACTOR SHALL OPTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PLANS AND SPECIFICATIONS. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLiD COPPER PITY ENGINEER RCE NO 24953 PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WM. OF 014 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND - DE SIGN REC,�MMENC�EO • THE CONTRACTOR SHALL PROVIDE TO THE CITY . UPON THE COMFLETiON OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE ,- S. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED THE JOB. A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SMALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT �6 FEET • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WOR► TO SC DP Land Concern. Ltd. � EXPENSES, WiTH THE CITY'S AUTHORIZED REPRESENTATIVE. VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB W40-THROUGH. INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO THE END OF THE PIPE RUN -- COVERED UNTIL IT HAS KEN INSPECTED. TESTED AND APPROVED BY THE - 7 j � IN TWO pIRECTIONS FROM THE CONTROLLER. COIL THE LAST ? FEET OF THE OpawN ..o EAST DEERE AVEPn,'F SHEET IRRIGATION NOTES AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS•AND THEIR MIRE AND LEAVE IN VALVE BOX. d Pagano SANTA ANA %A 92705 'l 12 APPROPRIATE SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED IRRIGAT►ONCCNVSULTANT PTP �� (710250- 4822 '—OF • FOR DESIGN IS DIAGRAMMATIC. ALL IS TO ENt SHOWN IN PAVED AREAS IS ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. CHECKED DRAWING N'O FOR DESIGN CLARIFICATION ONLY AND t5 TO BE INSTALLED WITHIN PLANTING NOTES CONTINUE • 10 WVITrow?"ST"�' RCE plO ..MTA,,,,,,CALVOO A..,., //B 9-/_ AREAS AS NECESSARY. _ _ _ a+si���-�sa• A/� DATE FILE NO SHEET I i OF 16 SPRINKLER IRRIGATION SPECIFICATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. ScOpt Of Mork: Provide all labor, mattrials, transportation, and f. TI10 Mart shall M a b1acR11ne ov ►1/» lint otalld print iM 0. Brats ►i pe aha Fittings: 0• Miscellaneous Irritation Equipolent 2. fpriM:ler heads shall be installed only after flushing of the Snecessary to furnish and install the Irrigation System as a different color shall be used to indicate the area of system has been accomplished to the complete satisfaction of shorn on the Drawings and described herein. coverage for oath station. 1. Where indicated on the Drawings, use red brass strewed pipe 1. Refer to Irrtgatlon Plans for tizet sad types Of the City of R+ncno Cut+mbnga. contor.,ng to Federal Spectficatton ICI►►-P-]S1. miscellaneous Irrigation equipment. 1.02 QUALITY ASSURANCE i REQUIREMENTS i. Mien completed and approved, the chart shall be hermetically �. Sprinkler Neids: sealed Detreen tv0 pieces of plastic, each place being a t. Fittings shall be red brass conforming to fedora 2. All miscellaneous irrigation equipment shall be a specified A. ►ermlts and Fets: TAe Contractor shall obtain and PAY for any and ■common 20 m11s. Specification IMC-►-160, or approved equal. I. Install the sprinkler heads as designated on the Drawings. allpools! and ail observations at required. Sprinkler heads to be tnstatled to this cork shall be 7. These charts scall M completed aha approved prior to final E. CopDtr rept and fittings equivalent 1n all rosDects to those ttewiied. B. Minul+cturtr's Directions* ftnufacturtr's directions and detailed Observation of the irrigation system. �$T ] - EXECVfION drarings shall be followed 1n all cases where the manufacturers of 1. Pipe: T"t K. hard tempered 2. Sptclnq of heads shall not exceed the maximum indicated On articles used in this contract furnish directions covering points 0. Operation and Nalntenanct Manuals: 3.01 OBSERVATION the Drawings. In no cast shalt the sD+ting exceed the not shoal to the Drarings and Specifications. 2. Fittings: wrought copper. solder joint type maximum recommended by the manufacturer. 1. Proper* and deliver t0 the City Of RartcM CYtamo++ga within Sit! Conditions: C. Ordinances and Regulations: All local, municipal and state laws, ten calendar days prior to completion of construction, two ISS surer, iSL 3.04 TEMPORARY REPAIRS • and rules and regulations governing or relating to any portion of hard cover binders with throe rings containing the following topper, 16S zinc, 24S cadmium, solidus at 1125 F. and 1. All Scaled dimensions are approximate. The Contractor shall this work are hereby incorporated into and made a part of these information: llquldus at 1115 F, check and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to Specifications, and their provisions shall be carried out by the Rancho Cucamonga's approval prior to proceeding with work keep the sprinkler system equipment in operating condition. The Contractor. Anything contained in these Specifications shall not a. Index sheet stating Contractor's address Ind teltphont F. W to Valves: under tats Section. exercise of tA1s right by the City shall not relieve the Contractor of bt construed to conflict with any of the above rules +mad number, list of equipment with name and addresses of his responsibilities under the terms of the Guarantee as herein regulations or requirements of the same. However, when these local manufacturer's representative. 1. Gate valves 3` and smaller shall be 12S lb. STIP bronze gats 2. Exercise extreme care in excavating and working near existing specified. SpectficattOns and Drawings call for or Otscrtbe materials, valve with screw-in bonnet, nonrisinq stem and solid wedge utilities. Contractor shall be responsible for damages to rprkm+nshtp, or construction of a better quality, higher stand+rd, b. Gtiloq and parts shoots on every material and equipment disc. utilities e which are caused drawings is operations or neglect- 3.OS EXISTING TREES or larger size than is required by the above rules and installed under this contract. q for existin utility regulations, the provisions of these Specifications and Drawings 2. Gate valves 3• and smaller shill have thrtidtd rods and shalt locations. Where it is necessary to excavate adjacent to existing trees, the c. Warantee statement. be equipped with a bronze Aandrnetl. Contractor shall use all possible care to avoid injury to trees and shall take precedence. 3. Coordinate installation of irrigation materials including tree roots. Excavation in areas where two (2) inch and larger roots 0. Explanation Of Drawings: d. Complete operating and maintenance instruction on all 3. Wte tilt,! 3' and smaller tha11 bt similar to shote pipe, so there shall be )(Q interference with utilities or occur shall be done by hand. All roots two (2) inches and larger in major equipment. manufactured Oy N1bco or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of pipe or conduit, shalt be 1. Due to the scale of the Drawings, it is not possible to and ground covers. tunneled under and shall be heavily wrapped with burlap, to prevent indicate all offsets, fittings, sleeves, etc. which may be 2. In iddttton to the about mantlontd maintenance marroals, 1. All gate valves shall M Installed per lnstallatlon Detail. scarrfnq or excessive drying. Where a dittoing macnlne is r'un close t0 required. TAe Contractor shall carefully investigate the provide the City's maintenance personnel with instructions A. The Contractor shall carefully check all grades to satisfy trees having roots smaller than two (2) inches in diameter, the wall of structural and finished conditions affecting all of hit work for major equfpmtnt and moor evidence to writing to the Ctty G. QYi ck Coupling Valves: Quick coupling valves shall have a brass himself that he may safely proceed before starting work on the trench adjacent to the tree shall be hand trimmed, making clean and plan his work accordingly, furnishing such fittings, etc. of Rancho Cucamonga at the conclusion of the project that two-piece body designed for working pressure of 150 P.S.I. the irrigation system. cuts through. Roots one (1) inch and larger in diameter shall be I may be required to meet such conditions. Or+clogs are this service has Deen rendered. Operable with quick coupler. Key size and type shall be as shown On plans. 3.02 PREPARATION painted with two coats of Tree Seal, or equal. Trenches adjacent to generally Osagrtmam+tic and in0lcattve of the cork to be tree should be Closed within twenty four (24) hours: and where this is Instatit0. The cork shall be installed to such a manner as to E. Equtpmen to be Furnished: A. Ph sical la not possible, the side of the trench adjacent to the tree shall be kept Y Ywt shaded with burlap or canvas. avoid cohfitcts between the irrigation system, planting, and 1. Supply as + part of tAts contract the I011or{nq tools: N. Backflow Prevention Units: archttectur+l features. 1. Backflow prevention units shall be of size and type indicated 1. Prior to installation, the Contractor shall stake out all 3.06 FIELD QUALITY CONTROL 2. A11 work called for on the Drawings by notes or details shall a. Two (2) sets of special tools required for removing. On the trrigatlon drarings. Install backflow prevention pressure supply 11nes, routing and location of sprinkler bt furnished and lnstalle0 rnetner or not spectf1ca11y disassemblin and adjusting each type of sprinkler and units in accordance with the Drawings. heads. q J q y q A. Adjustment of the System: mentioned in the SDec1/lcattons. valve supplied on lois project. 2. Myo strainers at backflow Prevention units shall have a 2. All layout shall be approved by City of Rancho Cucamonga 1. Tho Contractor shall flush Ind adjust all sprtrd(ler heads for 3. The Contractor shall not willfully Install the Irrigation b. Two (2) four foot valve keys for operation of quo bronzed strewed body with 60 mesh monel screen and shall be prior to installation. optimum valves. slailar to Batley I100B or approved equal. performance and to prevent orerspray onto calks, system as shown on the Drawings when it is obvious in the 1. water Supply: roadways, and buildings as much as possible. field that dimensions exist trate differences or been discrepancies c. Trp (2) keys for each automatic controller. 3. . All pressure mainline piping between the point of connection 2. If tt is determined that ad ustments 1n the lrri In area dimensions exist that might not have Dren consl0ered j gasmen in engineering. and the backflow preventer shall be installed as required by 1. Irrigation system shall be connected to rater supply points equipment will provide ro er 9 g. - Such obstructions or differences should be d One (1) quick coupler keyand matchin hose swivel for local code. The Contractor shall verify with the local of connection as indicated on the Drawtn s. D 0 and more adequate coverage, int brought to the attention of the City of Rancho Cucamonga. In 9 y 9 Contractor shall make such adjustments prior t0 planting. 1 C every five (S) or fraction thereof of each type of quick governing body as to material type and Installation Ad ustments ma 9 the event this notification is not performed, the Contractor couDiin valve installed. procedures vier to start of construction. SVDm1t snob 2. Connections shall be made at approximate locations as shown j y also include changes in nozzle sizes and shall assume full responsiDillty for any revtslon necessary. 9 p degrees of arc as required. drartnq for approval. on the Drawings. Contractor 1s responslDle for minor changes 1.03 SUBMITTALS 2. The above mentioned equipment shall be turned over to the caused by actual site cond,ttons. Cit at the conclusion of the project. Before final t, 3. Lovering raised sprinkler heads by the Contractor shall be City CAtck Yilvts: C. Electrical SuDD,Y: iccanpitshed rlthin ten (10) days after notification by the observation can occur, evidence that the Owner has received A. Iltteriai List: City. material must be :noun to the City of Rancho Cucaxlonga. 1. living cReck valves i` and smaller shall be 200 pound M.O.G. bronze construction w1tA replaceable composition, neoprenr or 1• Electrical connections for automatic controller shalt be (made 4. All sprinkler heads shall be set perpendicular to finished 1. TAt Contractor shall furnish the grin the Drawings an 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING rubber disc and shall meet or exceed Federal Specification to electrical points of connection as in0lcated on int materials, or processes specified by name 1n the Drawings and D Drartngs. grades unless otherrlse designated On the Drarings. Specifications. No substitution wilt be allowed without prior wN-Y-SID, Class A, Type IV. A. Handling of PVC Pipe and Fittings: Th e Contractor 1s cautioned to S. Rain Bird EFA-CP-PRS valves will be set written approril by the City of Rancho Cucamonga. exercise care in Aan011ng, loading, unloading, and storing of PVC t. Anti-drain valves shall be of heavy duty virgin IVC 2. Connections !hail be made at approximate locations as shorn per manufacturers 2. Complete material list shall be submitted prior to performing pipe and fittings. All PVC pipe shall be transported in a vehicle construction with F.I.P. thread inlet and outlet. Internal con the aused D Drawings.a Contractor is responslDle for minor changes sspecification so that each lateral operates at design vhtcn allots the len th of i e to ice flat so as not to subject ctual site conditions. ressure. any cork. Material list shill include int manufacturer, 9 D D j parts shall be stainless steel and neoprene. Anti-drain Y model number and description of all materials and equipment it to undue bending or concentrated external load at any point. valve shall be field adjustable against drawout from S to 40 1. Tettln of Irr1 Psion S D Pwe 3.03 INSTALLATION 9 9 ystem: to be used. Although manufacturer and other information may Any section of pipe that has been dented or damaged will be feet of head. Anti-drain valve shall be stmllar to the 0lscarded and, 1f tnetalred, shall be replaced with her D,D,n9• Yalcon `ADV' or approved qual. be different, the following is a guide to proper submittal eA. Trencn,nq: 1. Tht Contractor shall regvtst the present! of the City's format: Authorized Representative in writing at least 48 hours In 1.OS SUBSTITUTIONS J. Control Wiring: 1. Dig trenches straight and support pipe contlnvously on bottom advance of testing. Item No, Descristion Manufacturer Model No. A. If the Contractor wishes to substitute an equipment or materials 1. Except as noted otherwise, connections between the automatic of trench. lay pt pe to an even grade. Trencntnq excavation Y 2. Test alt pressure lines under hydrostatic pressure of ISO 1 Fe0c0 i2SY for those dqutpment or maters+Is listed on the Drarings and controllers and the electric control valves shall be made shall follow layout indicated on Drawings and as noted. unds er square Sochi and rove raterti ht. Backflow Prerenter po D D 9 Speciftcattons, he may do so by providing the following with direct burial topper wire AWG-U.F. 6wi volt. Control 2. Provide for a minimum of twenty-four (24) inches cover for 2 Automatic Controller Calsenst 1000 Series tnformatton to the City of Rancho Cucamonga for approval: wiring installed to control vire conduit within structure pressure mainlines 3" and larger. - shall be made with AWG-TM solid copper wire. Pilot wires Note: Testing of ressure malnllnes shall occur prior to 3 Wte Yalvt Nibco T-113 9 D 1. Provide a statement indicating the reason for making the shall be a different color were for each automatic 3, Provide, for a minimum of eighteen (18) inches cover for all installation of electric control valves. 1 Etc. Ett. Etc. substitution. Us! a sdDarate sheet of paper for tato item to controller. COamlon tires shall be chile with a different pressure supply lines. be substituted. color script for each automatic controller. Install 1n o. 3. A11 piping under paved areas shall be tested under accordant! with valve manufacturer's specifications and wire A drostatic ressure of ISO ounds Irrigation submittal must be specific and complete. All 1. Provide for a minimum corer Of twelve (ti) inches for all Y P p Der square inch, and 2. ►rovide descriptive catalog 1lteraturs, performance charts chart. In no case snail circ size De less roan 111. roved raterti ht, rt q. items must be listed and slonld include solvent/ rimer, r1rs, non- ressure 11nes. p g p or to pavan vire connectors, valve boxes, etc. No D copies of and flow charts for tarn item to be substituted. D 2. Miring shall occupy the same trench and snarl be installed 4. Sustain pressure in lines for not less than six (6) hours. manufacturers Iittrature (catalog cuts) ire required as 3. Provide the amount Of cost savings If the substituted Item is along the same route as pressure supply or lateral lines S. Provide Lor a minlewm Cover Of eighteen (li) inches for all D submittal tnformatton. approved. wherever possible. control wiring. If leaks develop. replace joints and repeat test until entire system is proven watertight. 3. The Contractor may submit substitutions for equipment and g. TAe City of Rancho Cucamonga shall love the sole responslbility in 3. Where more than one (1) wire is placed in a trench, the 1. Backfilling: S. All hydrostatic tests shall be made only in the presence of materials listed on the Drawings by following procedures as accepting or rejecting any substituted item as an approved equal wiring sna11 be taped together at intervals of fifteen (15) ft. outlined to Settlor 1.05 of int Irrigation SDecificatfons. to inose equipment and materials Itsted on the Drarings and 1. The trenches shall not be backfilled until all required tests the General Contractor, or the City of Rancho Cucamonga. No Specifications. /. An expansion Curl shall be provided within three (3) feet of are performed. Trenches shall be carefully backfilled with pipe shall be backfilled until it has been observed, tested 4. Equipment or materials installed `or furnished without priorthe excavated materials approved for backfilling, consisting and approved fn writing. tarn wire connection. Expansion curl shall be of sufficient a approval of the City of Rancho Cucatanga may Oe rejected and 1, GUARANTEE length at each splice connection at each electric control of earth, loam, sandy clay sand, or other approved the Contractor required to remove such materials from the matcrlals, free from large clods of earth or stones. 8+ckf111 6. furnish necessary force pump and ail other test equipment. calve, so that 1n cast of repair. the valve bonnet may De sett at his own expense. shall be mechanically compacted 1n landscaped areas to a dry A. The Guarantee for attached Irrigation system shall be made in brought to one surface without disc in the control density equal to adjacent undisturbed sell 1n planting 7. When the irrigation system is completed. perform a coverage accordance with the attached form. the General Conditions and vires. Control vires snail be laid loosely to trench runout test in the presence of the Cit of Rancho Cucamonga. to S. Approval of any Item, alternate or substitute Indicates only areas. Backfill 1111 conform to adjacent grades rlthout y 9 SYpDlewentt►y Condtttons of these SDectftcations sna11 De filed stress or stretcntng of control vire conductors. determine 1f the water covers a for lantln areas is that the product or products apparently meet the requirements dips, sunken +rens, humps or other surface irreqularlties. 9 D 9 wttn the of d Specifications on Cfty prior t0 atceDUnce of the lrrigatlon sYstlm. perform all the Drartngs anthe Oasts of the complete and adequate. Furnish all materials and S. All splices shall be meet with Scotch-Lok 13576 Connector work required to correct an inadequacies of covers a due to information or samples submitted. g. A copy of the Guarantee form shall be included In the operations 2. A line tranular material backfill 1111 be Initlatly placed on q Y 9 Sealing Packs, Ratnbird Snap-Tits vire connector, or approved all lines. No foreign matter larger than one-half (1/2) inch devtattons from plans, or where the system has Deen willfully i. Manufacturer's wrrantles shall not relieve the Contractor of and maintenance manual. equal. Use one splice Der connector sealing pack. in size rill Oe permitted 1n the initi&1 backfill. installed as indicated on the Drawings when it is obviously his liability Yoder the guarantee. Such w rrantita (hall inadequate, without bringing this to the attention Of the Only supptemlrnt the guaranted. C. TAe Guarantee iOre shall N re-typed onto the Contractor`s 6. fiord splices Detreen the automatic without p r and electric+l 3. Floodingof trenches will be permitted only with approval of Cit of Rancho Cucamonga. This test shall be accomplished ietterhea0 and contain the Iollorinq information: Control valves will not De allowed rlthout prior approval of y y 9 the Cfty of Rancho Cucamonga. the Ctty of Rant ho Cucamonga. before any ground cover is planted. 1. Record Drarings: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM K. Automatic Controllers: 4, If settlement occurs and subsequent o0justments in pipe, i. Upon completion of each phase of work, entire system shall be 1. TAe Contractor shall provide and keep wP to dart aha complete rey g line ozalld prints which shall be He hereby that the irrigation system we Mvt furnished valves, sprinkler heads, lawn or planting, or other tested and adjusted to meet site requirements. a cord set Of blue he laha installed is tree from detects to materials and workmanship. 1. Automatic controllers shall be of size and type showthe Construction are necessary, the Contractor shall make all corrected daily amt icor every change from ttrquired adjustments runout cot to the Ctty. drawings and spectflcations and the exact installed on ltd aha the cork has been Completed in accordance with the Drawings Drawings. es3.07 MAINTENANCE and Specifications, ordinary rear and tear and unusual abuse, or locations, sties, and kinds of equipment. /rents for chest C. Trenching and 8+ckfiil Under Paving: A. The enter! irrigation system shall bt under full automatic neglect excepted. We agree to repair or replace any defects in t. Final location of automatic controllers snail De approved b operation for a period of seven (7> days prior to any planting. purposes may be obtained from the City of Rancho Cucamonga at material or workmanship wh1tA may develop during the period of one the Ctt of Rancho Cucamon +. cost. This set of drawings shall be kept on the site and year from date of acceptance and also to repair or replace any y 9 1. Trenches located under areas mere paring. asphaltic concrete shall be used only as a record set. damage resuitin from the repairing or replacing Of such defects or concrete, will be installed Shall be backfilled with sand b. The City of Rancho Cucamonga reserves the richt to waive or 9 9 D t P 9 3. Unless otherwise noted on tht Drawings, the 120 volt (a layer six (6] inches below the pipe and three [3] inches shorten the operation period. at no additional cost to the City. He shall make such•►epairs or electrical power to the automatic controller location shall 2. These drawings !hail also serve as cork progress sheets and above the pipe) and compacted 1n layers to 951 compaction, replacements within a reasonable time, as determined by the City, be furnished b others. The final electrical hook-up shall g 9 1.08 CLEAN-UP shall Oe the basis for mtasvrement and payment for work Y usfn manual or mechanical tampin deuced!. Trenches for Completed. These drawings shall De available at all awes after receipt of written notice. In the event of our failure to be the resDonsib111t of the Contractor. . y piping shall be compacted to equal the compaction of the for observation and shall be kept to a location designated by make such repairs Or replacements rlthin a reasonable time after the City of Rancho Cucamonga. Should the record blue Ione receipt of written notice from the City, we authorize the City to L. Electric Control Valves: existing adjacent undisturbed soil and shall be left in + Clean-Up shall be made as each portion of work progresses. Refuse and record drawing progress sheets not be available for review or proceed to have said repairs or replacements made at our expense fire unyielding condition. All trenches shall be left flush excess dirt shall be removed from the site, all walks and paving shall not be up-to-date at the tfet of an oDservatlon (refer to and re 1111 pay the costs and charges therefore upon demand. 1. All electric control valves shall be the same size and type with the adjoining grade. The Contractor shall set ,n place, be broomed or washed down, and any damage sustained on the work of Yshorn on Drarings. cap and pressure test all piping under paving prior to the Others Shall be repaired to its orlgtnal condition. Section 3.10 - Inspection Schedule), it rill be assumed no paving work. work has been completed and the Contractor will be assessed PROJECT: the cost of that site visit at the current billingrate of 2. A11 � electric control valves shall have a manual flow 3.09 fINAI OBSERVATION PRIOR TO ACCEPTANCE the Cit of Rancho Cucamonga. a0justwent. 2. Generally piping under existing walks is dont by jacking, City awortga. No other observations shall LOCATION: 9 Y 9, y 9 D Y Y take place prior to Payment of that assessment. Doren or n draullc drtvin but where an cutttn or A. The Contractor shall operate each system 1n Its entirety for the 3. Provide and Install one control valve box for each electric breaking of sidewalks and/or concrete is necessary, it shall City of Rancho Cucamonga at time of the Final Observation. Any 1. Tht Contractor shad make neat and legible notations on the SIGNED: Control valve. be done and replaced by the Contractor as a part of the items deemed not acceDtabie by the City o/ Rancho Cucamonga shall 9 , contract cost. Permission t0 cut or break sidewalks and/or be reworked to the complete satisfaction Of the City of Rancho record drawing progress sheets daily as the work proceeds, ADDRESS: concrete shall be obtained from the Cit of Rancho Cucamonga. Showin the work as actual) installed. For example, should M. Control Valve Boxes: y 9 Y Cucamonga, Mo hydraulic Oriving 1111 Oe pe nitte0 under a piece of equipment be installed in a location that does not PHONE: DATE OF ACCEPTANCE: concrete paving. 8. the Contractor shall show evidence to the City of Rancho Cucamonga match the plan, the Contractor must indicate that equipment 1. Use • 1/2• I.D. a 11 3/4` round concrete valve box with that the Ctt has received all accessories, charts, record has been relocated in a graphic manner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from 9 D valve box to ate valve shall De PVC Schedule 40 - 6" mintmum 3. Provide Lora minimum cover of eighteen (11) inches Detreen drawings, and equipment as required before Final Observation can original symbols as indicated in the irrigation legend. The PART 2 - PRODUCTS B the top of the pipe and the bottom of the aggregate base for occur. relocated equipment aha Dimensions rill then be transferred size. Valve box shall be similar to Christy •FB Box" valve' all pressure and non-pressure piping installed under t0 the original record drawing plan at the proper time. 2.01 MATERIALS box with Christy FLBD' 11d or approved equal. as0haltic concrete paving. ].10 085ERVATION SCHEDULE 4. Before the date of the final observation, the Contractor2. Use 10 5,8• x 17 1/4" concrete rectangular box with Fibrelyte 0. Assemblies: A. Drawings, General: Use Only new materials ve brands aha types muted on lid for all electri• Control valves. Valve box shall be A. Contractor shall b! responsible for notifying the City Of Rancho shall transfer all taformation from the •record droving• Drarings, tpec111ed Aereln, or approved equals. simfla� to Christy •B9 Box• with Christy •lige" !td or Cucamonga in advance for the following observation meetings, printf to a septi mylar or similar mylar material procured approvro toual 1. Routing of sprinkler irrigation lines as indicated on the according to the time indicated: from the City of Rancho Cucamonga. All work shall be in B. PVC Pressure Main Line P pt and Fittings: Drawings is diagrammatic. Install lines (and various w terproof India look and applied to the mylar by a technical 3. Instal pace remote control valve in a separate valve Dox. assemblies) in such a manner as to conform with the details 1. Pre-Job Conference - 7 days pen matt expressly for use on mylar material. Such pen tAa11 1. /ressure main line piping for sizes 2' and larger, shall be Each ve've number shall be heat branded on valve box top with in the Drawings. be similar to those manufactured by Rapidograph. Kutfftll i PYC Class 315. 2" tali ;otters. Branding unit available from Hydroscape 2. Pressure supply line insta11at1on ane testing - 4i hours Esser, or faber Castell. Thd Dlmansiorts shall bt made so as t. Install no multiple assemblies in plastic lines. Provide to Oe Basil resOaDte wen on the final controller chart (see Products. 'Inc., pAor,� number (714> 6]9-1850. each assembl rico its ern outlet. Y t. Class 31S pipe shall M made from an fKf approved Type I, Y 3. Automatic controller Installation - 48 hours ��11 ,�..11 2�f Section C). The original mylar *record droving• plan shall be Grade I, PVC compound conforming to ASTM resin specification N fpriM(ler Meads: iGJ. �J. Pagano submitted to the City Of Rancho Cucamonga for approval prior 0178/. All pipe must meet requirements of set forth to 3. Install all assemblies specified herein in accordance rite 4. Control wire installation - 18 hours to tee com0letton of the controller chart. 1. All sprinkler heads shall be of the same size, type, and resDectfve met+il. In absence of a detail Drar,nq or Federal Specification PS-22-70, with an appropriate standard dlmenston (S.D.R.) (Solvent-re10 Pipe). Specification pertaining to a specific Item required to S. The Contractor shall Ittdenslon from two (2) permanent plots deliver the same rate of precipitation with the Diameter (or complete the work, 5. lateral line and sprinkler installation - 48 flours IRRIGATION CONSULTANT of rdference, bYitOi corners, Sidewalk, or road radius) of throw, pressure, and discharge as shown on the standard practice perform such cork 1n accordance with best ng 3. hessnre main 11ne piping for sizes 1-1/2• aha smaller shall drarin s and/or as specified to these special rovlslons. 0 ctice with prior approval of the City of Rancho 6. Covera a test - 48 hours hoe WEST!OLP"STREET latersections, etc., the location o1 the fol loving items: be PVC Schedule 40 veto solvent we10e0 olnts. 9 D Cucamonga. 9 CAM A ANA CALWOnNIA 92701 J (714)876-2367 a. Connection to existing water lines. 4. Schedule 40 pipe shall be made from NSF 2. Spray heads shall have a sero adjustment. A. PVC pipe and fittings shall be thoroughly cleaned of dirt, 7. final Observation - 7 days p p approved Type I, 9 9 y b. Canoectton t0 existing electrical parer. Grade I PVC compound conforming to ASTM resin specification 3. Riser units shall be fabricated 1n accordance vl M the Oust and moisture De lore installation. Installation and g. When observations have been conducted by other than the City of n9 01785. All pipe wast weer requirements as set forth insolvent welding methods shall be as recommended by the pipe Federal Specification PS-21-70. details shown On the drawings. and fitting manufacturer. Rancho Cucamonga, show evidence to writing of when and by whom e. Wtt tires. these observations rare made. f. PYC solvent-veld fittings shall M Schedule 10, 1-2, II-I NSF 4. Riser nipples for all sprinkler heads shall be the same size S. On PVC to metal Connections, the Contractor shall work the d. Routing of sprinkler pressure tines (dimension mat. "proved conforming t0 ASTM test procedure 02466. as the riser opening in the sprinkler body. metal connections first. Teflon tape or approved equal, C. Ne site observations vi11 commence without •As-Butt Y record CITY 100' along routing). snail be used on all tore+dad PVC to IVC, and on all drawings. In the event the Contractor calls for a site visit DESCRIPTION OF REVISION DAT E S. All sprinkler heads of the saws type shall be of the same without "As-Bu11t" record drartngs, without completing previously A►PROVEO 6. Solvent cement and primer for PIC solvent-weld pipe aha threaded PVC t0 metal Joints. Light wrench pressure is all e. Sprinkter control valves. flttln s shall bt of t • aha tnstallition methods manufacturer. noted corrections, or without preDartnq the system for said visit, 9 YD prescribed required. 1s required. Nnere threaded PYC ch the pip art he Shall be responsible lar reimbvrttng the �,ty of Rantna CITY OF RANCHO CUCAMONGA by the manufacturer. required, use threaded PVC adapters into rn,cn the pipe may f. Routing of control wiring and locations of all splice 0 - Identification Tags bt solvent welded. Cucamonga at his current billing rates per hour portal to portal boxes. 7. All ►VC pipe must bear the tolloring markings: (plus transportation costs) for inconvenience. No further site 1. I.D. tags for electric control valves shall be manufactured visits rill be scheduled until this charge has been paid and E. Lint Ciearince: All lines shall Aave i minimum clearance of g. Quick ceupTi valves. from Polyurethant Behr Desopen. Use Christy's standard tag retlfred. TERRA V I S T A twelve (12) inches from each other and from lines of other ng a. Manufacturer's pipe name hot stamped with black letters on yellow background. Tags trades. Parallel lines shall not be installed directly over one b. Nominal pipe size y b. Stub-oats for future connection. shall be numbered to match programing shown on the another. e. Schedule or class drarings. Provide one tag for each electric control valve. d. ►ressure rating in ..s.I. WEST GREEN W AY TRAIL i. Other remota equipment as Itrtcted by tM City e/ w, MSF (National Sanitaria► Foursdatton) approval 2. Special order tags from T. Christy Enterprises, 1211 Struck F• Automatic Controller END OF SECTION Rancho Cucamonga. f. batt of extrusion Avenue, Orange, G 92667. Phone (714) 771-1112. , Install as per manufacturer's Instructions. Remote control valves i. ra before the die. of the final daompletedn, the i. All material de shall bear the maapplicable name Or trademark, P Vandal Resistant Controller Enclosure: shall be connected to controller in numer,ta, tegnente at tlnorh en IRRIGATION SPECIFICATIONS Contractor shall deliver the corrected and completed sepias material designation, size, applicable I.P.S. schedule and the Drarings. to the City of Rancho Cucamonga. Delivery of the sepias rill NSF seal of approval. 1. Controller enclosure shall be cf size and type shown on the not relieve the Contractor of the responsibility of irrlgatton Drartngs aha irrigation detail :Beet. G. High Voltage Wiring for Automatic Controller: furnishing required Information that may be omitted from the C. PYC Non-►r(sssnre lateral Line Piping: F�j�hEA LA prints i. A backboard shall be secured to the controller enclosure I. 120 volt power connection to the automatic controller shall P`` h�S' LEWIS HOMES 1. Nem-►retsvrt buried lateral 11ne ptptng !Pail M PYC SchtdnTe housing to provide a bas♦ for mounting the automatic M provteee Dy the Contractor. M. S C'$o C. Controller Charts: 40 with solvent-weld Joints when installed in planting areas. sprinkler controller ane terminal strip. ���� ��f. F APPROVED BY: DATE. Z�! 2. All electrical cork shall conform to local tales, ordinances, 1. As-built hawfngs Shit be approvo* by the City of Rancae 2. Non-pressure lateral line piping installed under pared &rear 3. A 117 colt duplex box shall be provteed with and On/Off ane union autAorlties having Jurisdlctlon. O � �n CITY ENGINEER ,RCE. N0. Z 4 9 Cucamonga before Controller charts are prepared. shall be PVC Schedule 40 with solvent welded joints. switch, and 117 volt receptacle. Metal conduit shall run ! 4: S from the 117 volt supply to the controller housing. All N. Remote Control Valves: CD UC. NO. 1283 -�r,s 2. Provide One contraTier chart for *aha controller tl otied. 3. Pip* shall be made from NSF approved, Type I, Grade II PVC power within the housing shalt be properly phased. CWC � !'o DESIGN C� RECOMMENDED compound conforming to ASTM ratio specification 0t7µ. All 1. Install there shown on the Drawings. When grouped together, � � .1. The cMrt shall Shaw +hap arta controlled by the automatic pipe must matt requIraxnts set forth 10 Federal 4. A terminal strip shall be provided, clearly Indicating the, allow at least trelvt (12) inches between valves. Install DATE MIC Lapid Coneem, Ltd 19 controller aha shall be the maximum site which the controller Specification PS-Z2-70 with an appropriate standard dimension proper points of connection of all appropriate rirtnq each remOt! Control vile! in a separit! valve box. 1 7SO EAST DEERE AVEM S HE E T door 1111 allay. ratio. (station valves, master valve, comamon, central control.) �. DRAWN 4. The chart is to N a rMeced drawl of the actual installed 4. Escw as noted io I. Fiu:Riot of system: LP SANTA ANA CA 92705 8 12 og paragraphs 1, ! and 1 e, sectloa 2.018, art". Norever, to the went the controller sequence is all requirements for non-prossurt lateral lint pipe and 1. After all now sprinkler 1 lines and risers are in lace � bot legible wMn the dewing is reduced, it Knell be fittings shall be tM same as for solvent-weld pressure main p pipe p OF CI111F Pf11a� (714)250-4822 enlarged to a size that will be readable when reduced. line pipe and fittings as set forth in section 2.011 of these and connected, all necessary Diversion nark has been CHECKED DRAWING NO RCE NO completed, and prior to installation of sprinkler Maes, the D.D. PAGANO GATE FILE Fd0 - //v�-� Specifications. control valves Malt be opened and full AdaO of rater used to flush out the system. _ _.__- . _- - - __ . . _ _ _ - _ _._ . SHEET/zOF /6 IF . PLANTING LEGEND ESP. ESPALIERED GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MIN. MINIMUM M.T. MULTI-TRUNKED ki RWD. REDWOOD O.C. ON CENTER S.L.A. SELECTED BY L.A. SPEC. SPECIMEN SP. SPREAD PLANTING KEY 2-5 NP SCHOOL SITE �� I — LT SEE PLANT LIST OA LEGEND PL — 101, — 1� J�+ = O 6—I 312E Of MATERIAL OR BOX( /7 — GALLON SIZE { \ = QUANTITY OF PLANT MATERIAL - W - m -- - _ _ W i A A I' 'elr.I mclx 'Y xx• X• > A • t • ♦ , s a a R Y t \ - - Xx, % Y .w 3 ! Y } .Y •Y # # X -'.•u .Y, - K * K x Y i K • 4%* . i Mu y TRACT 13270 SHRUB LEGEND SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS AA AGAPANTHUS 'PETER PAN' LILY OF THE NILE Iq 5 GAL. 2' O.C. BM BUXUS MICROPHYLLA JAPONICA JAPANESE BOXWOOD Itol 5 GAL. 3, O.C. 4ID NANDINA DOMESTICA "NANA COMPACTA' HEAVENLY BAMBOO 5 GAL. -2' O.C. RB RAPHIOLEPIS INDCA 'BALLERINA' INDIA HAWTHORN 185 5 GAL. 3' O.C. XC XYLOSMA CONGESTUM 'COMPACTA' XYLOSMA 5.2 5 GAL. 5' O.C. TSL 458 xcl VINE LEGEND ui SYMBOL BOT�INICAL .NAME COMMON NAME QTY. SIZE REMARKS W 3 SCHOOL SITE W MU MACFADYENA UNGUIS-CATI CAT'S CLAW 59 5 GAL. 15' O.C. uj Os Ecl) m � - .Z Q - .:r. . _ C— E EE — WEST GR NWAY PARK K -- -- _ _ — s L =g a q_/N_ TRACT 14368 _ GROUND COVER LEGEND USE A * THICK COVERING OF "COARSE GRIND" SHREDDED LEGEND NOTE : QUANTITIES SHOWN ON THE LEGEND MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, �U ARE FOR BID PURPOSES ONLY . FINAL QUANTITIES ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED OF PLANT MATERIALS INSTALLED SHALL BE GOVER14ED EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR BY THE INDICATED SPACINGS . TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. Ftbv� SOIL_-ro 1s�tVHO A11= or MUL k4 SOIL AMENDMENTS FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS CITY SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A DESCRIPTION OF REVISION DATE APPROVED MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: AMT./1000 'SQUARE FEET CITY OF RANCHO CUCAMONGA 6 CU. YDS. NITROGEN STABILIZED ORGANIC AWENOMENT TERRA VISTA DERIVED FROM RED14000 SAWDUST, FIR SAWDUST, OR CEDAR SAVDUST WEST GREENWAY TRAIL 15 LES. 12-12-12 COMMERCIAL'FERTILIZER K R USE AROUND THE ROOTBALL OF CONTAINER-GROMN PLANTING PLAN THE BRCFILL MIX FOR TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: 1 6 PARTS BY VOLUME ON-SITE SOIL• "� y `�F�KNIA (qEWIS HOMES 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT GP S�. APPROVED BY: / `' DATEI"�f' '3- 1 LB. 12-12-12 PER CU. YD. OF MIx �'�° �� rn jA�yr a�'� CITY ENGINEER '' T� RCE. NO. 2495 _ 2 LBS. IRON SULFATE PER CU. YD. OF MIX _: DESIGN • RECOMMENDED cc THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR LIC. NO 1??3 � � ? LHND GDNC�I, LTD I Z• !� Arrllritecture/Pta BACKFILL. PURPOSES. .�_. � ATE DRAWN 1750 fast Deere Avenue SHEET �- ,-&nb Ana CA 92705 12 SANTA AMA 714 250-4822 Fax 714 752 2 INC. S R LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, I A)E A1.��C CHECKED DRAwI^iG No OFFICE 714 558-8333 LAB 198125 ON 3/27/87 FOR LEWIS HOMES, „ , OF R.0 E IND TERRA VISTA. SCALE 1":20' DATE FILE No �- _ SHEET N0130F 16 MER A Ai 41T/ LOCATE STRONG BO _ WrTHIN RIGHT OF W Y SCHOOL SITE 3 0 _ 1 = W Nps •• • I • •N•N••NNN•NNNN•N.N...N ... 3 3 ........ ..... ....................., N ................. NN.�•,N�N�N•N •.NN.NN•NN.•.•••••.•N•N•N.•••..N..,.N .................NN .•••N„N, ..•�,••M,�N.��• .a- - W .f '1 _ i7/ Aj D MLA •1�3 4%* i i TRACT 13270, v Su W W SCHOOL SITE 'W Oa sco ma 3 W Q 3 _-_Z 3 - -- J =wrs.• _ - Auwui ,.: V r. _ c WE T GREENMiAY PARK K -3 wow dic 3 3 S V% d.S TRACT '14368 PLAN NOTES : (D 3/4” C, 3 6, 1 * 10 E.G. ( 2 .) 3/4" C, 2 6. 1 * 8, 1 * 10E.G. ( s61CKT. r, 81ICKT. 3 ) 3�. 3/4" C, 3 s 8, 1 ! 10 E.G. DESCRIPTION OF REVISION DATE CITY APPROVED 3/4" C, 2 * 8, 1 # 10 E•G• CITY OF RANCHO CUCAMONGA OMETER PEDESTAL SEE DETAIL " 3 " SHEET 11 TERRA VISTA OCONNECT TO IRRIGATION CONTROLLER AS REQUIRED. WEST G R E E N W A Y TRAIL 7. WALKWAY LUMINAIRE, SEE DETAIL " 1 ", SHEET 10 FOR TYPE, OF 13 LIGHTING PLAN MANUFACTURER WATTAGE ETC. AND PANEL SCHEDULE FOR MODEL OF CONTROLLER . JOB i 11 — 814 (11/14/91) EWIS HOMES f l � �Fpt�NIA Lgr�G O8 PROVIDE A 2"C.O. TO S.C.E. CO. POINT OF CONNECTION. I CONTACT - RANDAtL V. MOSS Vie- OCP ,� I� �q ; 'SCq�, APPROVED BY'. DATE. 3� VERIFY LOCATION WITH S.C.E. CO. PRIOR TO BID. �� � 'yr � CITY ENGINEER RC.E No. 24M r DESIGN !. RECOMMENDED LIC. NO r 2 D C�OIcER�1, LTD x. LJ`" � F 2•. � � c- � Lar►�r�peAnchiterhnt'lPfdnning 1iR D I E ~ DRAWN i V 1750 East DL-em Avenue SHEET -ELECTRICAL ENGINEERS • LIGHTING CONSULTANTS #0,,f_,&ntJ Ana, CA 92M 10 OF12 . OneVe mwe.SSwe 770•rviu.CA 17718•I71M7SM?77•FAX 171M 7S3-IS& - 3m lw orh sem•frveni0e.CA 17501.17141 787.MW•FAX 17141787-1887 Vk, ��P (714)250-4872 Fax(714)752 2 q/E- OF CAL,�.QR CHECKED DRAWI^iG NO R.0 E. NO SCALE 1":20' DATE FILE NO SHEET NO. 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Plant List - Is indicated on drawings. 14.PLANTING SHRUM AND GROUND COVERS • III. fertilization - Fertilize three (3) reeks after planting with S 1, SCOPE Flat surfaces shall be screeded to the required levels and slopes and F. Sizes of Plants - Shall be as stated on the Plan. Container A. Vines and shrubs shall be planted in pits at least 18" greater pounds 16� per 1,000 sq. ft.; fertilize thereafter every then any excess water and laitance removed. Concrete shall be stock -ga on, S-gallon, and 15-gallon) shall have been grown in diamter than their ball of earth and at least 12" below the thirty (30) days. Furnish and install all concrete work complete as indicates on the compacted with a grid tamper and then floated to a true level surface in containers for at least one (1) year, but not over two years. bottom of the ball. Compacted soil at bottom of pit shall be drawings and specified including: within the tolerance of 1/8" along a 10" straight edge. looseded and the pit filled with "prepared soil" to the bottom C. Disease and Pest Control - For control of slugs and snails, of the ball. When the plant has been properly set, the pit apply pelletized trice cium arsinate 5% by weight and See plans for concrete finish in landscape areas. G. Substitutions - Substitutions for the indicated plant materials shall be filled to the required grade with "prepared soil" and metaldehyde 5% by weight as per manufacturer's recommendations A. Furnish and set all reinforcing steel, bolts, and anchors. will be permitted provided the substitute materials are approved thoroughly settled by tamping and watering. All vines shall be two (2) weeks after installation. in advance by the L.A. and the substitutions are made at no removed from stakes, untied, and secure! B. Install all items required by other trades which are to be cast into 1 1. EXPANSION JOINTS additional cost to the Owner. Except for authorized variations, y fastened in an approved manner to the wall, fence, or other surface next to For control of cutworms and other soil inserts, apply Metro concrete. all substitute plant materials shall conform to the Placement of expansion joints shall be as directed and determined by which they are platned. brand soildrin as per manufacturers recommendations two (2) layouts of slab markings noted "E.J." on drawings. Expansion joint requirements of these specifications. If the accepted substitue weeks after installation. This product contains Dieldrin, C. Concrete mow strips, footings for walls, fencing, benches, etc., materials are of a less value than those indicated or specified, where applicable. material shall be Quick Joint, or approved equal, or as noted in the Contract price will be adjusted in accordance with the 8. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. Plans. plant. Water thoroughly, backfilling any voids with additional 2. GENERAL provisions of the contract. prepared planting mix. Exterminate gophers and moles and repair damage. 12, PROTECTION N. Plants Not Approved - Plants not approved are to be removed from C. Ground Covers D. Prunin - All shrubs and trees shall be pinch pruned as All requirements of subsection 3.31 standard specifications for site immediately and replaced with suitable plaits. The L.A. All finished concrete work shall be barricaded to pedestrian traffic necessary to encourage new growth and to elimi.tate rank sucher Public Works construction, shall apply except as specified herein. for three (3) days. Barricades shall be placed immediately after and/or City reserves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least 6"x6'x6". Ground growth. Old flowers, and dead foliage and limbs shall be concrete finishing. Contractor shall furnish, place, and remove all represented by defective samples. cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of 3o MATERIALS of his own barricadei'. Contractor shall be responsible for any plants shall be planted in dry soil. the city maintenance inspector. A. Portland cement shall conform to ASTM-C150, Type I or Type II. damage to new construction and replacement-or repair of the work iZERS AND SOIL CONDITIONERS shall be made without added cost to the City. (2) Set plants in center of pits so that crown of plant will be E. Needing - All planting areas including lawn, groundcover and Sam of all soil ammendments, sod and plants shall be submitted f level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Needs shall 8. Concrete aggregate shall conform to ASTM-C33. inspe and stored one the site until furnishing materials of i backfill and water. be dug out by the roots and disposed of off site. 1 3 PATCHING complete Delivery may begin upon approval of samples or as di ed by C. Nater shall be clean, free from strong acids, alkali, oil or organic L.A. and t ty. matter. (3) Flatted plants•shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the tontracot If patching is necessary and permissible, a bonding agent such as 4" but not more than 6" in length. shall fertilize per /26 - Lawn Maintenance and /21 Groundcovers A. Organi titizer shall be processed sewage sl with a Weld-Crete, or equal, shall be used. 1 5 OCCURIFIG MSI and Shrub Area Maintenance of these specifications. D. Admixture for all formed concrete shall be SIKA Chemical torp's minimum c nt of 1% nitrogen and 2% Phosphor cid similar to "Plastiment" or approved equal, applied in strict accordance with "Nitrohumus ethod©moo! shall n estroy normal manufacturer's directions. 14. CONCRETE CURBS ) bacterial con 26. GUARANYEE AND REPLACMENTS Trees and vine - re final E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. Construct concrete curbs at locations shown on Plans as detailed, A. All shrubs and groundcover shall be guaranteed by Contractor as 8. to ed ik t the foaling - areas.Wirefabric: ASTM-A185. true to line and grade, as approved by the local County or City. Use j� +� . to growth and health fora period of ninety (90) days after natural grey Portland cement concrete, 2000 psi compressive strength. s5 con 18 Da t r (= � 169 CARE OF PLANTS$EFOR AND DURING PLANTING completion of the specified maintenance period, and/or final F. Forms Locate expansion joints as detailed or shown, and as directed, at LS acceptance by the city. All trees up to 20" box size shall be 0.5X for Redwood Sawdust TIT-Lumber shall be "construction grade" douglas fir. intervals not to exceed fifteen feet (15 ). Finish with steel QM 12 F Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in an acceptable (2) Plywood used for forming shall be at least 5/8" thick, and edge trowel, then brush with bristle brush parallel to face or edge. F&O no BaAJ rk A M E N D M E N T Keep exposed roots moist by means of wet sawdust. peat moss or burlap at upright position fora period of six (6) months after completion sealed. all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by 150 CLEAN-UP Salinity - The satura extract c tivity shall not exceed except while being placed in the ground. Wilted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown G. Expansion joint filler shall conform with ASTM-D1751 (premoided). 3.5 millimhos / cm 5C. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for a period of one (1) year 4. CONCRETE Contractor shall remove all tools, surplus materials, apparatus, after completion of the specified maintenance period, and/or debris, etc., from the site and the site shall be left in a clean, Commercial fertilizer 1 be delivered in sacks with facturer's 17,WATERING BASINS city acceptace. A. alit neat condition acceptable to City. label showing weig d analysis attached to each sack. A. Construct a firmly compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during (1) Contractor assumes responsibility for the design mix and B STAKING RIAL8 plant to form a watering basin at the edge of and following the the life of the Contract, includir, the maintenance period or guarantees the specified ultimate strength as indicated or shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for specified herein. LANDSCAPE CONSTRUCTION A. T staking shall be as per detail. from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and (2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. at least 4 high. Mounds for all other trees, vines or plants size at the expense of the Contractor. (3} Ready-mixed concrete shall conform to ASTM-C94. 1, SCOPE not otherwise specified shall be at least 2" high. Excavated ies for holding trees shall be as per detail. earth, if capable of retaining water, may be used. Any C. Contractor shall, within S days notice by the city remove and The work of this section includes all labor, materials and equipment settlement within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fail 8. Proportions and Consistency required to complete the work indicated on drawings. The work shall be 1 Q GRA DING AND SOIL PREPARATION to the required grade with prep red soil, and additional to meet the requirements of the guarantee. Replacement shall be performed in accordance with the best standards of practice relating to nitrogen stablilized sawdust worked into the surface as required made with plant material as indicated or specified for the the various trades and under the continuous supervision of a competent A. Contractor is to finish grade to within 1/10th of a foot or 1" (1) The proportions of aggregate to cement shall provide a dense to restore the mulched condition. original planting, and all such replacement materials shall be mixture which will readily work into all corners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as specified for the original guaranteed materials. s ll f i ti this d i included n ts secon s as follows:and around all reinforcements without any segregation of the The work inc8. Moisture Content - The soils shall not be worked when the 8. At the end of the 180 day maintenance period all catering basins arterials, cause excess free water to collect on the surface or Finish radio for planting, moisture content 1s so great that excessibe compaction will in lawn areas shall be leveled to finish grade and the area 2 7. CLE N-UP cause excessible bleeding of the forms. grading p g, soil pectionaand c fertilization, planting, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. including lawn, maintenisnce, inspection and certifications, guarantees, or that clods will not break readily. Mater shall be applied if Upon completion of the work in this section, Contractor shall remote all P clean-up, staking, guying, and es arlierin miscellaneous allowances. necessary to provide ideal moisture content for tilling and for 18i WATERING rubbish, trash and debris resulting from the operations; remove disused (2) The recommended practices of the American Concrete Institute D 9 9 Y 9 P 9 shall be followed in all applicable procedures. The maximum planting. equipment and implements of service; leave entire area involved in a neat slump shall not exceed three (3) inches for footings, slabs A. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city. on rade, and mass concrete five (5) inches for foundation walls. 2. APPROVALS C. Preliminary Gradin - Preliminary Gradin shall be done in such 9 i"Y g by means of a hose. The water shall be applied to a moderate a manner as to ant ci ate the finish grading. Excess soils h material about the roots r t P 9 9 stream in the planting holes until the C. Control A. All sprinkler work shall inspected and approved prior to the start o any work. shall be removed or redistributed before application of is completely saturated from the bottom of the hole to the top fertilizer and mulch. Where soil is to be replaced by plants of the ground. The concrete quality, proportions, consistency, etc., is subject to approval of CITY , and no changes shall be made without his prior 8. Prior to excavation for planting or placing of stakes, locate all and mulch, allowance shall be made en that when finish grading X E R I S CA P E ASSESSMENT SYSTEM SUMMARY DP 9 P has begun, there shall be no deficiency in the specified depth B. Plants which cannot be catered efficiently with the ex/sting written approval. utilities, electric cables, conduits, sprinkler lines, heads, valves, of mulched planting beds. P 9 water system shall be watered b means of a hose. and valve control wires, and all utility lines so that proper Y y precautions may be taken not to damage such improvements. In the POINTS RET-ERE-NCE I;, FORMWORK event of a conflict between such lines and plant locations, promptly D. Needing - Before and during preliminary and finish grading, all C. Apply water in sufficient quantities, and as often as seasonal CLAIMED (Shcct N/Ref. N) keep, to require,disposed of the roots and disconditions re t b o d ll b h d ds angrasses shall e ug uy p A. forms for concrete work shall be either metal or wood. Forms that notify the City Inspector who shall arrange for relocation for one weeq P the ground wet at all times, well I. LANDSCAPE[Point Value) off site (except those reeds and grasses not of the perennial below the rootsystem stem of grass and planting. Care is to be are warped or that do not have a smooth straight upper edge shall not or the other. Failure to follow this procedure places upon Y 9 P g type, less than 2-1/2" high and not bearing seeds, which may be taken in watering slopes so as not to cause erosion damage. 'ZO be used. Forms shall be set with the upper edge of the board true to Contractor the responsibility for, at his own expense, making any and 9 P g 1. ..Water plants.[20] all repairs for damages resulting from work hereunder. turned under). Oats more than 2-1/2 high and not bearing seeds n d and hall staked rigidly in lace with stakes setPerennial d nd rasses to be removed line a d ra e a s be s b rued under. weeds a rt furnished in may a toand corer plants u 9 Y D9 in the planting of ground 9 YD. Following g p g g D 2. Turf!orated to 25% (45%residential.(20] Zp 8 not more than four feet (4') apart so as to remain immovable include, but are not limited to, the following: flats, each plant shall be immediately and thoroughly watered by throughout the construction. All forms shall be approved by CITY within a tolerance df one percent (lx). All materials shall be means of a hose with a slow-running stream of water. 3. Plants grouped by watering need.[10] 1 O S accurately and separately weighted and mixing . '. 11 continue until 8,�AN'ti1T1E3 AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plan ��� the distribution of material is uniform ano Ln ,sass of concrete is Plant materials shall be furnished in the quantities and/or spacing as Alfalfa Johnson Grass Wire Need Mornin Glor homogeneous. shown or noted for each location and shall De of the species, kinds, St. Augustine Grass Stake'al - trees at time of planting by placing Ste k 4. Hardscapc(non-irrigatcd)svrfaccs.(10] I Q 3 sizes. etc., as symbolized and/or described in the "Plant Material E. All planting areas shall be scarified to a depth of 12 inches prepared hole anZofsta:ke 18" into solid ground. P ee as S. Permeable paving.[5] n the drawings. The L.A. has prepared this list close to the stake ahoot crowdin Fasten the and one-half 2 1 2 gallons of water r cubic and shall be Legend", as indicated o 9 r wi h he acro f the ripper teeth no greater thanX-1 8. Two a obelow ode t t s oaces using t tree ( / ) per yPP 9 upper99 P 9 ee to the u s e - � 9 w w r v ia t r and assumes no res onsibility for its tr PP 6 Lo act turf anctcs.[5j ' n e to Conte c o Pwithheld from the mix at the plant, and all ora portion may be added only as a convenie c 12 inches on celiter prior to placing conditioner and to the mix at the job site as directed by the Inspector. The accuracy. The Landscape Contractor is to verify all sizes and braces. fertilizers. All rock and debris more than 2" in diamter shall 20,ESPALIEFMVG 7. Mulch provided in non-ground coveramas.(S] 5concrete shall be mixed at least 5 minutes after such water is added quAntitips. be removed from the site.and not less than 3 minutes of this time shall be immediately priorto the discharge of the batch. Total mixing time after adding 4 VERiFiCAT10N OF DIMENSIONS AND OUANTTTIES F. Trenches - If s rinkler s stem is installed after radia and All trelli to b e o f m plants and 8. Soil amendments.[5] 5 8 original water shall be at least 15 minutes. ' D Y grading she _5-ened and trained against fences or walls as directed Dimensions are approximate. Before proceeding with any work, Contractor hall be re is completed, the upper portion of the backfill Total Points Claimed:_�Qr shall be refilled and fertilized to the depth specified for the C. Concrete which is not placed within 90 minutes after the introduction shall verify all dimensions and quantities and shall immediately inform 2 1 tree required, to conform to the specifications. CERTIFICATESCERTIFICATES (Minimum Points Required: 601 of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or . after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 11, FINISH GRADING 6. CONVEYING AND PLACING where there is such a discrepancy until approval for same has been given In addition to any other certificates specitContractor shall furnish a certificate with each delivery of bulk material, l, stating the source, IT. IRRIGATION[Point Value) by L.A. and city. When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the 1. Low gallonage irrigation system.(20] 20 4 A. Before pouring, all forms shall be thoroughly cleaned and made tight. 6, WSPECTION lawn and planting areas shall be graded to the elevations indicated on certificate shall also state the volume, net weight, percent of Nitrogen The bottom of trenches shall be wet down before pouring footings; the rawn s. Grades not otherwise indicated shall be uniform levels or g and percent of Phosphoric acid. For each fertilizer and soil 2. Automatic controllcr.(20] earth shall not be muddy at the time of pouring. Concrete shall not A. All inspections shall be made by L.A. and city. Contractor shall hdiZD 6 slopes between points where elevations are given. Minor adjustments of conditioner, in containers, a similar certificate or invoice shall be be placed until reinforcements, rough hardware, and forms are request inspection at least two (2) days in advance of the time finish grades shall be made at the direction of the city, if required. furnished stating total quantities by weight and volume for each 3. Designed to water plants by wanting nctds.[10] 10 6 approved by CITY inspection is required. material. These certificates shall be submitted to the L.A. and city Finish grade shall be a smooth, even and uniform plane without abrupt r r to the start of the maintenance period. 4. Soil moisture 10 p. Before depositing new concrete against old concrete, all laitance B. Inspection will be required for the following parts of the work: change of surface. Soil areas adjacent to buildings to allow a natural p i9 P sensors.[10] ] (0 5 shall be removed, and the surfaces roughened to expose the embedded (1) run-off of water, and surface drainage shall be directed as indicated on 224 PROTECTION 5. Rain sensors.(S] aggregate. The surfaces shall then be covered with cement grout, During finish grading and soil preparation. the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall carefully and continuously protect all areas included in using the specified mix with 1/2 of the course aggregate omitted, (2) Plants, after delivery to site and prior to planting: of water. Low spots and pockets shall be one inch below grade of the Contract, including plant materials. fences, supports, etc., until 6. Wind scnsors.(5] 1-1/2" thick. adjacent pavment of any kind. Grading shall be done when soil is at final acceptance of the work by the L.A. and city. (3) When vines, shrubs, and trees are spotted for planting, but optimum moisture content for working. 7. Sensitive to slope factors.(5) C. Conveying and placing of concrete shall be done so as prevent planting holes are not excavated. 23•MAN'TENANrE separation of ingredients, and in no case shall the freeee fall exceed 8. Reclaimed or rt:cycicd watcr.(S] 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at source, before delivery. A. Contractor shall maintain a sufficient number of men and Total Points Claimed- CP 0 shall be kept reasonably level, with a minimum amount of concrete 12,METHOD OF PLANTING AND WORK PROCEDURE adequate equipment to perform the work herein specified. Plan being allowed to flow after being placed. Placing shall be Minimum Points Required: 60 performed as a continuous operation until each section is completed. (S) Lawn areas prior to planting. A. No planting shall be done until all operations in conjunction maintenance work shall consist of applying water, weeding, ( q ] P 9 taring for plants, including groundcovers, shrubs and trees, D. Concrete shall be spaded and vibrated with mechanical vibrators to (6) Planting areas prior to planting. with the installation of the sprinkler system have been edging, aerating, and mowing of lawns, fertilizing and control completed, final grades have been established, the planting areas of pests and diseases. a maximum subsidence, without separation of ingredients. The moving (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of concrete by vibration will not be permitted. calendar day maintenance period ("Final Inspection"): work approved by the city, B. Damage to any planted area shall be repaired immediately. 7• GROUT (8) At completion of 180 calendar day maintenance period ("Final B. The relative position of all trees and plants is subject to Depressions caused by vehicles or foot traffic shall be filled A. Grout shall be composed of one part Portland Cemtnt and two parts of Maintenance Inspection"). approval by the City and shall, if necessary, be relocated as with topsoil, leveled, and replanted. Exterminate gophers and directed as part of the Contract. moles, and repair damage. fine aggregate by volume. Materials shall be mixed dry and water (9) .Inspection reports shall be made for each inspection by the added just sufficient to make the mixture flow under its own weight. L.A. and one coy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so C. The entire project shall be maintained fora period of 1pl days p P commencing from the time all items of work have been complete to B. For dry tamp cement grout, a minimum of cater shall De added to the that, when settled, they bear the same relation to the required the satisfaction of L.A. and city. grade that they bore to the natural grade before being mix so that when wet sample is squeezed hardain the hand, surface transplanted. Each plant shall be planted in the center of the D moisture, but no free water, shall appear on the sample. Do not mix 8 CERTIFICATION it and lackfilled unless otherwise specified, with the prepared D. The project shall be cared for in a neat, clean condition at all P tins to the satisfaction of city and L.A. more than can be used fh 30 minutes. Prior to job acceptance, written certifica ' .ns shall be submitted to the soil. No soil in muddy condition shall be used for backfilling. S. CURING AND PROTECTION city for the following: No filling will be permitted around trunks or stems. All broken 24, MANTENANCE or frayed roots shall be properly cut off. A. All exposed surfaces of concrete shall be protected from damage due A. Quantity and.Quality of Commercial Fertilizer and Organic A. Wate - Nater every day once per day for two weeks and to temperature, elements, and construction operations. Fertilizer. D. L.A. and/or city shall supervise the placing and planting of -11 there radually reduf.e frequency of watering to th imes plants. per week. tractor shall continue to maintain th n until CITY B. Curing 8. Quantity and Quality of all Soil Amendments called for by Plans final accep by the L. DESCRIPTION OF REVISION GATE APPROVED and Specifications. E. In the event that underground construction work or obstructions � Ise Tf are encountered in the planting operation, alternate locations B. Fertilizing - App -6-8 t ads per 1,000 CITY OF RANCHO CUCAMONGA (1) All exposed surfaces of concrete shall be protected from for plant material will be selected by L.A. and city operation square feet three we fter installat' nd water immediately premature drying and freshly placed concrete shall be protected 7i MATERIALS will be done at no ektra cost to City. thereafter. against wash by rain. All concrete shall be kept wet for a Plant materials indicated on drawings and herein specified shall conform period of ten days after placing. In order that curing water to the following: 13, G OF TREES TERRA V!STA may reach both surfaces of walls, the forms shall be loosened C. Diseases Pest Control - Two _ ter 1nstalercur of lawn, and water shall be poured over the tops of the walls and allowed apply a grana ar mercurial f of 1.8X mercurous chloride to run down between the concrete and the forms. A. Posi lents in locations indicated on drawings and sec A. Nomenclature - Plant names indicated on the drawings conform the as per manufacturer's ret �dati Standard Plant Names" established by the American Joint approve ore excavating its, nnecessary adjus as WEST G TRAIL (2) All liquid curing compounds shall be used in accordance with the Committee on Horticulture, Except for names covered therein, the indicated. D. Mowing - The lawn s be mowed ata he of 1-1/2" with a , established custom of the nursery is followedrotary mower, e d with rollers, before etches 2" in . manufacturers recommendations and shall not be used on surfaces S. All pits for tre ail be dug square with bo level. the height. Coll rass clipping during mowing tions and receiving concrete hardener. B. Condition - Plants shall be symmetrical, typical for variety length of sides an h equal to two time diameter of thm remove fro site. SPECIFICATIONS 8• DEFECTIVE CONCRETE and spec;es, "sound, healthy, vigorous, free from plant disease, tree ball. Compacted at sides and ons shall be loosened by scarifying or r approv thod. Pits shall be the edge of the grass shall be tri to a A. Concrete which is not in accordance with theses specifications, out of insect pests, or their eggs, and shall have healthy, normal root Afte cutting, 9 LE W I S' H O M E S Pe systems, well-filling their containers. but not to the point of backfilled with "prepared so to required grade, and the n nd uniform line. The lawn edges shall be maintains line, level, or plumb; showing structural cracks, rock pockets, balance of the pit filled with red soil", thoroughly ly at all times. \Et)1 1A LAS, voids, spalls, honeycombing, ex osed reinforcing or other damaged being root bound. Plants shall not De pruned AT ANYTIME. and in PP 9 g no case shall trees be topped. settled by water application. �- � surfaces shall be considered as defective. C,Q' M. S SC,�� APPROVED 6Y: DATE: C. Dimensions - The height and spread of all plant material shall C. Set plants in center of an a vertic sition, so that 25,GROUNDCOVERS AND SH�L>8 AREA MAINTANCE k� �� ArL CITY ENGINEER RCE. NO. 2- 4953 8. All fins and irregularities shall be removed from exposed concrete crown of ball will b el with finish gra ter allowing for !:� �� y�. T' Fe measured with branches in their normal position, and shall be A. Watering - new planting shall be watered once per day for tcu R ECO M M NDE D surfaces chile the concrete is still green. Where patching is watering and sett and shall bear the same ionsnip to 2 weeks after installation. Reduce watering to ever other t? e' DESIGN iT ��, � !; as indicated on the drawings. The caliper of all trees shall be 9 Y T� ��y.Y� required, all loose and unfirm concrete shall be removed prior to measured 4'-0" above the surface of the ground. Where caliper the finish gra at it diQ to the soil surface a c-' LIC. Nf�2P,,� 1.1�1Yt� ��Jlv�. , L� container. day for the next two (2) weeks. Nater thereafter three (3) ,,,, U � � VA patching. Minor rock pockets and honeycombing shall be patched with of other dimensions of any plant materials are omitted for the times per week until final acceptance. I A I � L811tkCapBA►ChifedulLli°lBrnljflg _ dry pack concrete. "Plant Legend", it shall be understood that these plant materials shall be normal stock for type listed. D. Preps pressed water basin as ride as plant balls at ea z} DAT -r DRAWN E pl Water thoroughly, backfilling any voids with addition Ent Beene + S HEF T D. inspection - All plant materials must have been previously ared planting mix. ( % Bllla ARB, CA 92M5 _12 of 1 2 sr � �s2 2 �-- nspected at the nursery by the County Horticultural Department, 9j QR CHECKED Ilia)254821 Fax(T 14) DRAWING NO and shall be subject to the inspection and approval of the L.A. f Of (;AL1 R.C.E. NO before planting. DATE FILE NO SHEET/60F 16