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HomeMy WebLinkAbout1466-L BLNCH MARK : BENCH MARK NO. 96-B AT THE NUC OF HAVEN AVENUE AND rA04. CV• 19th ST. . 44 FT . W . t HAVEN C=� .� • f3r o cc' cl� IET �i� 3.o1¢K: ° a 83 FT. N. 19th ST. . SET G . c•J7 a' 4-tt.o rt: = as.¢? v DRIVE PIN •/ C.S. TAC IN TOP �' UN!? : AT THE E. END OF A HEAD WALL I oc l oc WSj* R/►ti' FOR 3-24" CMP- ELEV. 1430 .686 . . . . . . . . . . . . . . . . . . .T41m 0)� N I�rH. CURB _ . ,� �, o .4 .rp¢t t7 G2' L= 3>< c� 1 17.5 ' O.C. f �G /� P! - GPcx] O.G. N \ n tv 4' � - Q ' � 4 do' V. I t 4 o y �' !•r. - 7 7 0 3 { O b o o b V C. L_ t.K I { �► Q rL -79.L7e6 : 11 A14 . ^ . M f`. N! lNIS ; Lf V'��YSi.Li: ,gyp r is . . ^ �, y ; i ot%AL L. PRE55/QN : V-:c. 0. X S U�I�G J 4G?UNVD: 0 3 : 1 . . . 0. x/3T. :GtOCJJVLD :0 N H VW I � r'1 - csl./9 0 . 11�- � : ', _ G t,/ �C�.�I7 AP1[�g J/ /V • kz T.�Al. 61�= 4.?6 S6 — 1276 .1 L !O _ Q /C/• 8 c 'l- 18 -- ----- �p , c ao' c. flfl� y' 7760 rf. 7S. 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SIZE SPACING ° �PA14116 l.4NGE.f A�,c'1G4A1 SUM4c 38 24".1pOX ZO'OG cv�e vE AATA OE L.rA RA D/US L E/VGTN TA/VCENT CITY -- ---- O 7' 08' 9`4'" goo.ao' 99. 77" 49.9s S RIPTION OF REVISION DATE CONSTRUCTION NOTES : APPROVED OB 7' Od'44' 78?.00' 97.53' g8-83' lO CONS Y' A . , .. UN 4 A6IL:PE 6A; E. BASE CITY OF RANCHO CUCAMONGA CO 7' o8' 44" 818.00' /02.0?' 5/•07' 3 . CONST . 6" CURB WITH 24" GUTTER PER DETAIL ON SHEET NO . 1 4 - CONST . SIDEWALK PER CITY STD . DRAWING NO . 310 & 31 1 STREET TREE LOCATION PLAN pO /5' AO' o4" //200' ?93?' /¢7S' O5 INSTALL STREET LIGHTS . 5800 LUMEN H . P . S . V . BY SOUTHERN PAL�..AC 10 COURT FOR CORS 1 CA COURT CALIFORNIA EDISON, PAID AND COORDINATED BY DEVELOPER . 0 2�0' 00' 07" 3800 13,7 ?8' 5 • CONST . DRIVE APPROACH (W= 1 5' . X= 3' ) PER CITY STD . DWG . NO . 305 CORS ICA COURT b 10• INSTALL "STOP SIGN (R- 1 ) PER CITY INSPECTOR 0 /o' ?o' 33" 300.00' sf.is' 27/9' 1 1• APPLY LIMIT LINE AND "STOP" PAVEMENT MARKINGS PALAC I O COURT 12- CONST . CATCH BASIN NO . 1 PER CITY STD . DWG . NO . 502 (W & V PER PLAN) /0' ?O' 83" ?e?.0o' Go.9r0' 2s.b2' 15• CONST . LOCAL DEPRESSION CASE ' C' PER CITY STD . DWG . NO . 518 TRACT NO . 14365 O 70• ?0'S3" 3/8.oo' 57.40' ?8.78' APPROVED BY'. - DATE& �e lty QRflFES3/0 CITY ENGINEER R.C.E. NO. 24953 �00ty DESIGN kiADO( AND SSOCIATES,I'NC. RECOMME NDED Ufa, OF THE INLAND EMPIRE CONSULTING CML ENGWFF MNG No. 14 1 m AND LAND PLANNf+E'G aC EW�19 za DRAWN 10001 ChLr h Str*M.Sufh 107 SHEET so * * A 1/ RANCHO CUCAMOONGR.CA 91730 6 OF 7 CI PHONE(7u)"S-1311 V CHECKED I"171. "!ate DRAWING NO OF CAt�F� _ — RLC E N0107 E FILE NO I�66-L _ _ MART. N 9b,- B AT THE. Tt_ f - _,� _--�- E NOF HAVEN AVENUE AND > ' 9to T F? H AVE t } d83 . , N. 1 t h 4N j ►• + ; } DRIVE PIN wt C , S . TAG IN TOE' A T THE E END OF A HEAD WALL t a F OR CMF'- . t 43 E TQr ' C? 1 �71�T-f- Ut�� �, : i�j4 e r 4 ; 3- �Ev o. � ( } £ < i� «l�,I Q�t fYV �/�©4�1Y V' �! t N� '+�n} E�. hA. } .+ F I RI w I� �i� �. .� �� °��, � � I'g �h '` � �.-•,,,r..-="" � : F : t : � ; ' � a j .^� `• 0 �' � �,� •�,.:to 6 �, ;°t9p� j , E J , f 4 t ..«-...M....,r.- .....,.,,»_.,, .._^_„-..-.... ,....- _.._....,,. ,. ,•,,,_.,.. _._ ».. ., � -"`•f�ti •,tet-` + f r(0,P Of I ( e 1 , ? •�. •ws -J -E y i 4 • < , i 6 } i -b -Ef E e r F t 1 , f f i , f }iJ � ♦ i I r4/4 i : f , f i i ^/ 7((/+/�jTOPr 5 13V ° , y)' (] 1 I• �KIIJSI�: �'•JQ'C3U1ll,Q p t4 ' '``,, ' h t t j !(d ,t�! }� � � : ,�! (tilVNIt t .,.c, �•�._,� __� i t ' __. h,. .•}a vi 1 �} 1 ti+' q i ki Q c 1 + < p}}Q� 1 , EEE. _ t i S•••„-. i � { _+ i f ♦ _ ..} w_ - ♦ , , , SS � ♦ < i ! L r i4 y i ; { 1j G r 7, eq + j ` :1 �� i { ,,,$ _L } } , < � MpR I-IF iLE - 4p , , a y( y < VERT. /7 �8 1`1 20 :0l 22 23 �. © AM: RE6,4R AS Ag1Nrc1VAAre vISTM Cr. ��'� �Vs O�✓�J�KW Y,5 d��A- 1982JNOUNT.�/N !//Eiv a ` Qt ya r X;" 7,';.tiL'� �•'V,"",�c�v:�-;ty�f'>ti"� (�1i' +t ;,P �Oi� /�p ��,\ �F' tv;'tJ f�- t, el CK 641-1 ko l {�J UDC- IT �. -- �1 �*� l9 t1 1*0 J l 3 ! �\ \\V 9573 C7 ; Z .4� . 3 Al tr -?�'f �( wj Y ✓�i /7 "Y G✓ /F, ,�? \. l ��J5 /T.i� � ��t r (► �/ c�W.47 er T CITY h DESCRIPTION OF REVISION DATE APPROVED Q +n 6 - CITY OF RANCHO CUCAMONGA of STREET TREE LOCATION PLAN UNTRYV I EW RIVE E� oll FOR c^y '��'n�vc o� HESE WM�fS u��L v COUNTRYVIEW DRIVE rmFF5 WITHIN r / /8 M67744 *T&TrTXT PPR Gam'00,4R05AICD smar ME 60#SrAX?701v1v'0res ONSHr, / of T TRACT NO . 14365 .•0 nn! T R E E L E G E N D �w�' APPROVED BY: - - DATE,4 oOfESS/O, CITY ENGINEER RCE N0. SYMBOL BOTAFICAV FANE CONNOF FAME QTY, SIZE SPACt 6 ���E.Sr�1.TON�es DESIGN MAOFT4*OLAND ASWiNTU,W. RECOMMENDED h a ir 0.L.� co«sULTWG CNX v+G*#FfI MG " 20 O.G. N0. 1 81 m AND LAW PLAWONG /1xc�5 �4LLF_PYA�Vit B.PsrOFO.�L7 Q�AOFO.eL7 ,o�,e m 33 2¢ j� a Ea¢ 7 DRAWN SHEET T +ao+awn s+,..+,s�+.,rr * A-V MncHD c" CA 7 of ? D UQU/OAMGQ•C STyrAG/FLL/.4 3H/CET�UM 2 Z¢'ovX $O 'OG• rFA)XMA)sk"4HONE(714)NO r� .JJ�hCIVti�-O�\� CHECKED F�(�)��•CE NO�� DRAWING NO 'c 4f saUF 0 /466-L DAT 2*40 FILE NO F ►c e 7 �: f DEVELOPER/OWNER L NDSCAP C I UR-, AL PLANS A E ARCHI I E T . TERRA VISTA MIA TRACT 14" .6- 5 • PFRIMETt " 0ez�, 4 ;1 SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO, 1 15 6 N. MOUNTAIN AVE./P. O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX 1. These notes shall be used in conjunction with the plant and any discrepancies shall be brought to the attention of the landscape Architect and City Engineer. 2. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. NO. DESCRIPTION NO. I DESCRIPTION }y���/ � 3. All wort shall be performed according to current City Standards and the Standard Specifications for public V Works Construction. 1 2 f 4. This work shall be installed by a licensed contractor who shall carry workman's compensation, public 4P t�4 , liability, and pr^perty damage insurance as re"Ired by law. TiTLE SHEET 13 AI1 S. Check for existing utility locations, prior to excavation work. Notify 819 Alert at 1400-422-4133. A j -F-1 ' permit w excavate way be required. Exercise caution in excavating aneyworkingnear existingutilities. 2 IRRIGATION PLAN 14 EI ' Cuntra,tor shall be responsible for damages to utilities which are caused his rations or neglect. MO►Off� CNAFFEY 6. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City inspector, and REGIONAL p _ 3 IRRIGATION DETAILS 15 ' PARK RANCHO CMAAaONGA CITY LlWT all such recommendations from this report shall supercede soils amendment recommendations shown on the plans. u,,v,w,S _ COL`ICA t 7. Mall footings and reinforcing shall not be located within the right-of-way, unless detailed construction and ♦�� structural calculations have been approved b the Cit Engineer. At the .�\ fl I � y y ng top of :lopes . two foot wide not 4 IRRIGATION DETAILS 16 7 shelf shall run along the bast of walls. ' 8. Upon completion of installation, an establishment period shall cowence, and upon written verification from ____----------- T µ PRof`OSEU FWTMIIi the inspector that establishment is accomplished, an adequate maintenance period (typically 180 days) shall IONS 17 FREEWAY ( COmsmence. Said maintenance shall conclude only after veriflcatior of leaf-out, fall color, flower color, 5 IRRIGATION SPECIFICA \� rnuerall plant health, and with Council acceptance of the improvemnnts. Maintenance shall include wowing, TREE AND ND COVER a.sE ��Moto \ I weeoinq, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such 6 18 sprays as are necessary for proper care and up-keep. Maintenance' also includes ail repairs, replacement, PLANI NQ a-• �Y +o,, cleaning and adjusting necessary to keep the irrigation system in good working order wish proper coverage, required prior to final acceptance of the work D the ' PROJECT SITE: FOKTANA rem y City. 7 SHRUB PLANTING PLAN 19 9. Application of any chemicals shall be by State licensed personnel . All pesticide applications requf-e P.C.A. FaOT'E` wA \ o '• reco'endation. Ffl0T1l, aou,rwlo CONSTRUCTION A UPLAM W 8LV 20 + . 10. X5850 29 a�nduiapprovshall be ee by CityiInspector.WMer the direction of a Catsense representet,ve, phone rn/mNe- :• TIN — - + ., „ ,�„SWIM FE , 9 SPECIFICATIONSINFIrrio 21 S .. 11. One controller chart shall be provided for tech controller. Controller chart shall be the Mximuw size the W controller door will allow and shall show the area covered by the autma.ic controller. The chart is to be a i I I reduced drawing of the actual as-built system. however, In the evc.nt the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that 41ll be readable when reduced. The chart 10 22 shall De • Dlatkline print, and a different color shall De used to show the area of coverage of each I station. When completed and approved by the public Works Inspector, the chart shall be hermetically sealed �tnn eYelcro°orKap►rovedae0uel each place being a minimum of 20 wilt. thick. The chart snarl be mounted 11 23 g type of tape. These charts must be completed and in place prior to final �� „ acceptance of wort by the City. 12. 8' wide x 6' deep concrete mowstrlps shall be provided between all shrub/ground cover areas and turf areas. ONTARIO 6' x 6' mewstrips shall also De provided beneath metal fencing where City maintained areas are adjacent IMTERNAT{ONAL to privately maintained areas. AIRPORT 13. Sidewalk layout IS conceptual only. • Approval of the final s1 dewel k layout shall be wade In the field and adjusted as w ssary to meet field conditions as approved by the Public Works Inspector and project Planner prior to final construction. MAINTENANCE RESPONSIBILITY MAP 14. Equestrian fences shall be located per the following criteria: • Fence shall end 10' back from the B.C.A. or per recommendations of Traffic SK tion. CONSULTANTS • Fence shall end 2' to either side Of any fire hydrant or utilI :y enclosures. • Fence shall end 1' to either side of any street lit"t or utility poll. ' • Fence on street side shall end S' to either s'de of driveways with tranverse medium broom finish on concrete surfaces .ithin trail . Additional fence setbacks from intersections me he repaired by tat Traffic Section. l5. Street frets shall be installed per the following criteria:r_ - - MADOLE AND ASSOCIATES, INC " • All street trees are to De placed ,n acccrdance wit► City Standard 601. `$z OF SAN BERNARDINO COUNTY �_r A) • All street trees shall be staked a•d planted acc—ding to City Standard 605A or 60SB a: Proxim+ty co - . CONSULTING CIVIL ENGINEERING _ > s \ hardscape dictates. IRRIGATION CONSULTANT, � . ., :At AND LAND PLANNING �i s� • Backfill mixture of all street trees shall be per the recommendations of an agronomic %oil% �ex't so 1N98T FOUM+K 111"MT 10601 CHURCH ST. , 5-107 A AMA ; _° � RANCHO CUCAMONGA, CA. 91730 furniSheA to tat City inspector. 8t'1'01 �__._-_,.___._...___ __..__.-..,.,_.____ `moi • i MOUN TAI •`•i�t /� � �� � '�•�• � NO street tree Shall De Dl do ed whpr• the center Of the trunk i S Closer than three feet ;1'i t0 t'e 'VP ))���� PH. (7.14) 948-1311 N `jJ %.M�- of curb, unless otherwise noted. f lU'.a. ' VP '"M • All street tries are subject to Inspection and acceptance by the City Engineer. Ias— 16 Any trees within S feet of walls, walks, curbs or other potentially root damaged hardscaot small ')e1s'a11 M with root control harrier;. Dr,Or t0 baekf'lling tree(%) plantln9S, contractor Shall have :. tv ­s7Pr' root • , "' ' ( J3rrler In;ta11dt10n. LANDSCAPE QUANTITIES i GiJCA O PROJECT LOCATION _ O TOTAL ACRES IN R.O.W .15 ACRES • _ _ __ = TOTAL SO. FT. MAINTAINED AREAS 61838 • ,�, ,, Z TOTAL TREES IN R.O.W. 18 W ALBIZZIA JULIBRISSIN 1-24" BOX ��/ �.e DESCRIPTION OF REVISION DATt CITY )mit -�, lJAPPOOMM . . > CUPANIOPSIS ANACARDIOtDES 16-15 GAL. PYRUS CALLERYANA 'BRADFORD' 1-24" BOX LELe 'T CITY NCO CUC !CI ' A TOTAL SO. FT. SHRUBS 275 0 1 �C TOTAL SCS. FT. SOFTSCAPE 49878 TERM VISTA � TOTAL SO. FT. H 5- � ARDS AP E"' Z _ C E 1 ,960soon BMW TOTAL SO. FT. TURF AREA 11 7 68U > TRACT 14365 PERIM TER ;� � TOTAL SQ. FT. COVER z ? y _ SHRUB PLANTING AREA 3110 - r 1 LEWIS HOMES - -� - - Y / 1 _ ��UkNtA 4(,iN APPROVED BY. DATE'?' ' �' J `P` M. Sq �s � CITY' ENGINEER /--tom � � �(�[1 RC.IE N0. 24953 i 1 0 .-�— _._._ `-' ' DL i MF M G R �' H Z"=.1 7i le +I �� ��� ��F 7r ` R E C� N DE D WAY ��� !�� y o L kND C.oNcmi- , Leu -� PAR - -- W Lit. NO. 1293 � � �j—I Z Do A Wk rW fast DeM Averw E T OAT E SWb.Ma, CA 92705 (714)2504M Fax(714) 752-249 1 0• -� of � CHECKED - DRAWING 1a0 - - N.T.S. '''� o� �� — RCE NO _ � GATE RILE NO SHE E.1 140.8 r- r-, WHEN VERTICAL OBSTRUCTIONS IFIRE HYDRANTS, STREET LIGHTS, TREES, CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED INLINE, ONE (1) PER ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS WATER METER, AS PER NOTES, WITH TEN (10) DIAMETERS OF SENSOR-SIZED PIPE THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY POINT OF CONNECTION CONNECT TO 2" TURBINE WATER THIS DESIGN IS DIAGRAMMATIC. ALL Ptt'tN PRESSURE cucuurNxrs TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD UPSTREAM OF FLOW SENSOR AND FIVE 15) DIAMETERS OF SENSOR-SIZED PIPE FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA METER FOR IRRIGATION. THE CONTRACTOR SHALL MAKE VALVES, ETC. SHOWN M'ITHIN PAVED AND ADJUST THE. SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). FLOW SENSOR SHALL BE REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS INSTALLED MINIMUM TEN (10) SENSOR-SIZED DIAMETERS UPSTREAM OR BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND OF NEW WATER METER. CONTACT THE CUCAMONGA RAMPED AREAS IS FOR DESIGN CLARIFlCATION WATER METER II SUF, 2" r TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO DOWNSTREAM FROM ANY VALVE, FITTINGS, METER, OR BACKFLOW DEVICE. WIRES ONLY, AND SHALL B£ INSTALLED IN PIANTiNG _ PURCHASE INFORMATION CONTACT: COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION AREAS WHENEVER POSSIBLE. N•G.L. 1411 ADDITIONAL COST TO THE OWNER. (TYPICAL) FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE 11) BLACK AND ONE PROCEDURES. (1)RED STANDARD#14 IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE HOUSED CALSENSE `A �� IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED ON 2075 CORTE DEL NOGAL, SUITE J EXISTING WATER PRESSURE: 58.0 P.S.I. 133 X.433 - �_P.S.I. PLANS AND MARKED " F.S." FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM CARLSBAD, CALIFORNIA 92009 SYSTEM DESIGN PRESSURE: 43.0 P.S.I. CALSENSE LOCATED AT 2075 CORTE DEL NOGAL. SUITE J, CARLSBAD, CA 92009. (619) 438-0525 PEAK IRRIGATION DEMAND: 32.0 G.P.M. REMorE coNTROL vuvE Al um 1 x- NOTE: CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A MAXX&UM DEMAND 3_ G.P.M. STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. ELEVATION 1281 PRESSURE • R.C.V. 56.3 r.s.t. _ WATER METER !L- E'WAATERE SURE INFORMATION OBTAINED FROM RICHARD 4 AT THE CUCAMONGA COUNTY WATER DISTRICT _ R.r. sACKFLow DEvtCE2591 ON 05-28-91 . 2_ GATE VALVE0.1 - 1_%• MASTER VALVE 2.1 PRESS. REG. (FALL-OF7 p �V2X•-300 MAIN LOW LOSS 1.0 1 x• REMOTE CONTROL VALVE 3.0 0 %'-2" LATERAL LINE 2.0 �( Al32 FITTING LOSS (10%) 0.4 _ _ • • -- '_ ELEVATION CHANGE (LOSS) 1.3 MOUNTAIN VIEW* � ' � TOTAL SYSTEM LOSSES 18.0 • ��AA'U G 1� �• / � �� � �� >r 3�" F (� , \ (�r PRESSURE REOUIRED AT HEAD:( 25.0 A TOTAL PRESSURE REQUIRED: 83.0A5 32 A � 32 A204 � 22 STATIC PRESSURE AVAILABLE: 58.0 " r r 11 k' \ �4 REG. PRESSURE AVAILABLE (PRE-SET): IV 1 -- - - . _ __ �__ _ _-- �_, � „�._ V2 4 RESIDUAL WATER PRESSURE. 15.0 - L4 1 -.. LOT 1 CITY RESIDUAL WATER PRESSURE REQUESTED 2 4 N - _ s. F ? ..3' � Y - y2 - �4 Y �9TY (4 ' LOT L 15- P. .i. O >- �4,. ,4. 2 ' LOT 3 - � , Q _ 4 - Nir O L �'V t '{ 34 34 i y2 y ' LOT 4 C4 p � LOT 1 1 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 '4 Z o >2 D � v ` Q o- �- Fwoa hs . 1 ONE (1) CALSENSE 2000-12-12 STATION AUTOMATIC SPRINKLER ' Q I CONTROLLER "A" MOUNTED WITHIN A MEYERS MEUG-I-M COMBINATION ELECTRIC METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY MOW STRIP THE ITV OF RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. � TRACT 12365 SCALE V : 20'-0' IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION 4OZZLE RADIUS G.P.M. P.S,I. PATTERN PRESSURE CALCULATIONS 0 RAINBIRD 1806-SAM-ORS 6' POP-UP SPRAY HEAD 120 11* FT. 0.6 25 QTR. CIRCLE m 1806-SAM-PRS IOF-LA 9* 1.4 25 FULL W a 1806-SAM-ORS IOH-LA 9* 0.7 25 HALF ER'Y SIZE 2" 1806-SAM-PIRS 100-LA 9* 0.4 25 QTR. a 1806-SAM-ORS 8F-FLT 7* 1.4 25 FULL L' 1411 TRACT 12671 b. 0 1806-SAM-PRS 8H-FLT 7* 0.7 25 HALF ELEVATION 1263 \ • 1806-SAM-ORS 80-FLT 7* 0.4 25 'QTR. d3 1806-SAM-ORS I 1SSST 4x28 FT. 1.1 25 SIDE STRIP TRACT 12902IVF 1812-SAM-ORS 12' POP-UP SPRAY HEAD 8H-LA 9* FT. 0.7 25 HALF CIRCLE X.433 - - - 0 1812-SA)�-PRS 1 1 1 1 80-LA 9* 1 0.4 25 QTR. 1 - �_P.S.I. POINT OF CONNECTION CONNECT TO 2" TURBINE WATER ' Q REMOTE CONTROL VALVE 01 SIZE 1- METER FOR IRRIGATION. THE CONTRACTOR SHALL MAKE A CALSENSE 2000-12 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS MEUG-1-M285 ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLAT KEY MAP ENCLOSURE - PROVIDE RAINMASTER PC-24 REMOTE CONTROL PIGTAIL PHONE CABLE MAXIMUM DEMAND 14 G.P.M. OF NEW WATER METER. CONTACT THE CUCA -� �A STUB-OUT FOR FUTURE PHONE MODEM. INSTALL WITHIN ENCLOSURE PER INSTRUCTIONS OF CALSENSE REPRESENTATIVE. ELEVATION 126COUNTY WATER DISTRICT FOR COSTS AND IN LATION • RAINSIRD "EFB-CP" SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE YALYEPRESSURE @ R.C.V. �p P.S.I. PROCEDURES. - LINE SIZE - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC . EXISTING WATER PRESSURE: 64.0 P.S LIDS. SIZE ITEM_ SYSTEM DESIGN PRESSURE: 48. 6 5 N.T.8 O 01LAIN6IRD 33-DLRC QUICK CODDLING VALVE M/LOCKING VINYL COYER - 3/4" (150' O.C. MAX) PEAK IRRIGATION DEMAND: G.P.M. TR 2• WATER METER / TRACT 1SZ•S ■ reeuo 825-YA REDUCED PRESSURE TYPE BACKFLOW PREYENTER - 124, 1 1" R.P. BACKFLOW DEVICE 10.0 d•d. Pagano N NIBCO T-113 SERIES GATE VALVE WITH BRONZE HANDWHEEL - LINE SIZE 1" GATE VALVE 0.1 IRRIGATION CONSULTANTS _ I9 HAROIE IO2-N.O. MASTER VALVE - NORMALLY OPEN - SIZE AS NOTED 106 W. FOURTH ST. OMIT 1" MASTER VALVESANTA ANA •CALIFORNIA 92701 _ © DATA INDUSTRIAL FM-1.5 FLOW SENSOR - lf' (714) 835-2353 CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY ANO LOCATION - PRESS. REG. (FALL-OFF) INSTALL AS PER MANUFACTURERS APPROVAL IN THE FIELD. if4• MAIN LINE LOSS 0.5 SEE APPROVED WEST BURIED PRESSURE MAIN LINE - PYC CLASS 315 FOR SIZES 2' AND LARGER AND SCHEDULE 40 FOR SIZES 1}" AND SMALLER - ( 8 SIZE NOTED 1- REMOTE CONTROL VALVE 4.0 G R E E N W A Y PARK PLANS UNLESS OTHERWISE NOTED AS NEW, ALL IRRIGATION PIPE SLEEVES SHOWN UNDER ROADWAY SHALL BE PROVIDED AND 1!6'_/76- LATERAL LINE 5.0 INSTALLED BY THE STREET IMPROVEMENT CONTRACTOR. ALL NEW SLEEVES NOTED ON I'� I " DESCRIPTION OF REVISION DATE A�eI D THE DRAWINGS SHALL 3E PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR FITTING LOSS (10%) 0.5 PVC SCHEDULE 40 - SIZE NOTE) ELEVATION CHANGE (LOSS) LO L03 CITY OF RANCHO CUCAMONGA ( 2 __= UNLESS OTHERWISE NOTED AS NEW', ALL CONTROL WIRE SHOWN UNDER ROADWAY SHALL BE PROVIDED AND INSTALLED BY THE - 1 STREET IMPROVEMENT CONTRACTOR. ALL NEW CONDUITS NOTED ON THE DRAWINGS TOTAL SYSTEM LOSSES SHALL BE PROVIDED AND INSTALLED BY THE IRRIGATION CONTRACTOR - SCHEDULE �'�- TERRA VIS T A 40 PYC - SIZE NOTED PRESSURE REQUIRED AT HEAD: .25.0 �, �"'---- INDICATE$ FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES TOTAL PRESSURE REQUIRED: 48.0 -- TRACT 14365 PERIMETER INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER � ? • e",a((E � c � ::- , - _IFF STATIC PRESSURE AVAILABLE: L� Or � ORK INDICATES ELECTRIC CONTROL VALVE SIZE 64,0 I I���li �E�•��� REG. PRESSURE AVAILABLE (PRE-SET): • WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE PLM CONTRACTOR SHALL EQUIP HEAD WITH A RAIN BIRD 'PCS' PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. RESIDUAL WATER PRESSURE: LEWIS HOMES SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. - ' CITY RESIDUAL WATER ONE 11) CALSENSE 2000-12 12 STATON AUTOMATIC SPRINKLERI `�FUKNIA L INS PRESSURE REQUESTED: 15-20 P.S.I. CONTROLLER "B" MOUNTED WITHIN A MEYERS MEUG-I-M �,P S�, APPROVED BY: ' DATE '�� 1? COMBINATION ELECTRIC METER AND CONTROLLER VANDAL WEST G EE Y PARK ��� �,�� "' �q����F CITY ENGINEER , 9:�� RC.E NO. 24953 RESISTANT ENCLOSURE. 120 VOLT POWER SUPPLY FOR HOOK-UP OF 4. 0 Frr AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE `^ �'' � DESIGN ►� .` ,� i,� REC M ENOf D CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY LIC. NO i?83 I L11.1 LANDSCAPE ARCHITECT AND CITY OF RANCHO CUCAMONGA r " � AUTHORIZED REPRESENTATIVE. DRAWN iV IMEad Deem s LI Fa CA WAr Ix r �jf OF CAI�lQ� 9- CHECKED OSA1Y1'iG NO DATE KE ■b l 66_L. SH11 .LT mk"l_.l#.q 0I' 1� NOTA: 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING. Cl PINV 3. WHEN UNIT IS NEXT TO A STRUCTURE (I.E. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR p" ROUND rt_AMn-_VALVE BOX & COVER NON STRUCTURE SIDE. x MARKED "IRRIGATION GATE" a _ "CHRISTY" FLS BOX & FL80 LID (OR EQUAL) 4. LOCATE PARALLEL TO STREET AND AS PER IRRIGATION NOTES BELOW. I� CLEAN BACKFILL SEE SPECS. FOR 2 5 ........... (BACKFLOW PRfVFRT1!II ASl MMV MATERIAL 90% COMPACTION REQUIRED. FINISH GRADE LINE SIZED BRASS ;•• ' GATE VALVE BRASS NIPPLE - TYPICAL 14) PLACES TI I[[Y _ BRASS NIPPLE - TYPICAL ~ (2) PLACES NON PRESSURE LATERAL LiNE AND DRIP TUBING SCH. 40 SNAKE PIPE IN TRENCH. V 0C BRASS NiPPLE 2" MIN. 4" MAX. x X BRASS WYE STRAINER WITH QO MESH Z )( X a 7 � SCREEN BRASS UNION B" THICK x01 Y'`WIDE CONCRETE PAD ��� � .tr• Z � (LENGTH VARIES PER MANUFACTURER) �� • • PRESSURE SUPPLY LINE: SCH. 40lCL.315 12" SNAKE F4PE IN TRENCH. BRASS GATE VALVE SLOPE TO DRAIN AT MINIMUM 2%. ! � WITH BRONZE HANDWHEEI o I FROM WATER SOURCE FINISH GRAD l/ i. . . . o PROVIDE 2" OF CLEAN BACKFILL.3. .. p t E: - r +�;,•�.-.,r �, •�'; ` i /_ 3/4" WASHED CRUSHED 1 . •.• , • ' : • , °• AGGREGATE BASE _ ' BRASS 900 ELL TYPICAL CONTROL WiRES BUNDLE AND TAPE •, • •• • ' ! ,• • .•�• •� '' 8 6 12" TYPICAL (2) PLACES AT 5' O.C. AND INSTALL ADJACENT I - !0% COMPACTION 12" x 12" x 12" CONCRETE TO PRESSURE SUPPLY LINE. Z THRUST BLOCKS - TYPICAL SCH. 40 PVC MALE ADAPTERS 1. MEDIAN ISLAND C REQUIRED 121 PLACES 2. EMITTER CONT VALVE ASSEMBLY. b - ,SCH 40 PVC MALE ADAPTERS 3. IRRIGATION P -SURE MAIN LINE PiPING - SIZE NOTED ON D - INGS. oJO TYPICAL (2) PLACES NOTE: 4. SALCO PC 1ULT1-0SE UTLET EMITTER - USE 1 OUTLET NOW. 1 FUTURE. F CCTAiL NO. 12 7 ALL 4 CJ p LINE TO SYSTEMS 5. EMiTTE LET. CMcCC i41VC CSALCOEDCV- 1 b) URI6. SE 1 ERAL LINE PIPING - SIZE NOTED ON DRAWINGS, �. I i. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. 7• GR _0 COVER PLANT - REFER TO PLANTING PLAN FOR LAYOUT -BRASS 90° ELL TYPICAL (2) PLACES SPACING. CIO 8. t1ED LATERAL LINE PIPING TO ADDITIONAL ROWS OF EMITTERS - - NOTE: EFER TO IRRIGATION DRAWINGS 1. PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION. AGATE VALVE- 3" or smaller GROUND COVER LAYOUT REDUCED PRESSURE BACKFLOW PREVENTOR� TYPICAL TRENCHING I 2 1 - _ _ I(�VALVE BOX & PLASTIC COVER I EMBOSS ED*IRRIGATION RCV+ C.A2S0N c4z EC4UAL. TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45° ELLS MEYERS MEUG•1-M 285 ENCLOSURE. SCH. 40 PV ADAPTER ELECTRIC METER I C MALE AD COLOR CODED MAP FOR VALVE 1 BRASS UNION LOCATION INSIDE (PER SPEC'S.) f" CALSENSE 2000 CONTROLLER BRASS NIPPL'� ' ' WALL MOUNT CONTROLLER - RAIN BIRD 33 DLRC WiTH YELLOWt` �I MOUNT WITHIN ENCLOSURE. STRUCTURE OR "SNAP-TITE" CONNECTORS L 120 VOLT WIRE IN RIGID STEEL RUBBER CAP. SUPPLY ONE KEY •HARDSCAPING CONDUIT (PER LOCAL CODE) - - - J PER 12 QCV S INCLUDING NOSE ELECTRIC CONTROL VALVE ON-OFF SWITCH AND 110 VOLT SWIVELS. 2" MIN _ EXTERIOR OUTLET TO BE PROVIDED BY FINISH GRADE - INSTALL IN - MAX.. INISH GRADE r CONTRACTOR. PLANTER BED ONLY. 18" MINIMUM 2.0 _ LOCK NUT R COMMON WiRE/CONTROL WIRES IN 3" I _ PIG TAIL EXPANSION FINISH GRADE � --- -- �"► � :�- � � SCH. 80 PVC CONDUIT 1 1, ~ .'• LOOP (MIN. 24" LONGI 8" 2' x 3' x 4" CONCRETE FOOTING 1 �} LN MIN, 2 INSTALL A MINIMUM OF 3" ABOVE -BRASS ANGLE GLOBE r1 01 GRADE AND SLOPE TOP TO DRAIN SLIP BASE SOCKET OVER END OF WIRES VALVE W/UNION t v .. '� AT A MINIMUM OF 2% C STAINLESS STEEL FLAB/ BRASS NIPPLE SCREW CLAMP oo ) - `! OF 14 DIRECT BURIAL WIRING TO STEP 1 - s ° BRASS NIPPLE i ,u BRASS 90 ELL 5 , MMRiNU11f1 (3) PLACES - VALVES. BUNDLE AND TAPE EVERY L STRIP WIRES APPROX. 5/R•' FROM ENDS-TWIST TOGETHER BRASS 900 STREET ELL ' e 7'!) I a f1 e• -� u .. ,� % 1 a 5 FT. O.C. INSTALL WITHIN MAIN 3/4" WASHED CRUSHED 8.. BRASS PP A B NIPPLE Q" LONG Q, � APPLY F SEALING PLUG FILL � ° +F4 REBAR STAKE � _ � AGGREGATE LINE TRENCH. SEALER TO OUTSIDE O BRASS 90 STREET ELL (24" LONGI CAVITY WITH SEALER Q SCH. 80 PVC NiPPLE NOTES: STEP 2 f = •-- CONTROL & COMMON WIRES bo -1. INSTALL CONTROLLERPER MFG PRINTED INSTRUCTIONS AND PER LOCAL CODES. LOCATION TO BE PUT CRIMP SLEEVE OVER WIRE ENDS CRfMP SLEEVE APPROVED IN FIELD BY THE CITY INSPECTDR PRIOR TO CONSTRUCTION FINISH: 2 COATS AND CUT OFF EXCESS WIRE ANTIQUE WHITE SEMI-GLOSS ENAMEL COLOR PER CITY. AS POSSIBLE PULL BASE SOCKET OVER END AS FAR SCH. 40 PVC SxSxT TEE-J PRESSURE SUPPLY LINE 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. _ NOTE: 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE, STEP 3 i 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES i 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPiNG. AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE, SEQUENCE SHOWN ON PUSH SEALING PLUG INTO BASE SOCKET -72 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. DETAIL IS FOR REFERENCE ONLY -SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE. PUSH WIRES TO END OF BASE SOCKET TO ASSURE 5. RUN ONE EXTRA WIRE (COLOR, ORANGE) TO FARTHEST RCV - FOR FUTURE USE. � COMPLETE SEALING OF CONNECTION I PRESSURE SUPPLY �� 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPtNG. B. PROVIDE RAINMASTER 24 PC PERMANENT REMOTE CONTROL PIGTAIL AND TELEPHONE CABLE CONDUIT LINE FITTING - FOR FUTURE MODEM INSIDE THE ENCLOSURE. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STEP 4 PRESSURE SUPPLY LINE 5. ATTACH "CHRISTY" VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER RAINBIRD SNAP-TITE WIRE CONNECTOR TO CONTROL WIRE. REMOTE CONTROL VALVE WITH 8 QUICK COUPLING VALVE WITH METAL STAKE 7 SHUT-OFF VA V I MASTER VALVE AUTOMATIC CONTROLLED WIRE CONNECTOR E a uN ON g 5 GENERAL NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT 18 OBVIOUS IN • WHEN THE SPRINKLER SYSTEM IS COMPLETED,THE CONTRACTOR.IN THE PRESENCE OF THE • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF ONE VELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST TO ENSURE IT IS HUNDRED EIGHTY 1180) DAYS AND SHALL WATER ON A REGULAR BASIS. CITY PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND DESCRIPTION O� RE VISION o�Tt ArrROWT0 ,CONTRACTOR. OF THE CITY'S AND STATE'S AUTHORIZED REPRESENTATIVES PRIOR TO ANY WORK OR THE PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE • IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBIL,TY FOR ANY FIELD CHANGES COST. AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE CITY'S AUTHORIZED ��E�r~� CITY OF RANCHO COCA k�ONGA 2. 1.11E CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES,STRUCTURES, DEEMED NECESSARY BY CITY AND STATE REPRESENTATIVE AND THE LANDSCAPE ARCHITECT,OUTSIDE OF THE STATE'S RIGHT OF "'�/ AND SERVICES AMC SERV"S SHOWN Mr TRE MEtE PlANSCNYG OARE APPROXIMATE ONLK. THE LOCATIONS OFY. Dt8CR U TURES •ES INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL • T�INSPECIRRIGATIONS ION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF CNV•SiTE WAY. �V t Id. �� f ,FTWFi:N THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TOT INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: 'OR LANDSCAPE ARCHITECT. H�CITY FOR BOTH NEQUIPMENT OAND INSTALLATION. TERRA CITY, STATE AND COUNTY REQUIREMENTSor ut TERRA VISTA • WITiAL PRf.JO@ MEETING VWM THE CITY AND LANDSCAPE ARCHITECT. 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION FOR 3 Z SHE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON • CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, THE AUTOMATIC CONTROLLER, IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR FINAL n TRACT 14365 PERIMETER AND ADJACENT 'TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. • PRESSURE TEST OF ALL PIPELINES PRiOR TO BACKFILL OF TRENCHES. CONNECTION TO EQUIPMENT. PAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR 1111. NEGLIGENCE • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF A14 J} • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE FOR COMMON. OF CALL IF A'"M N POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED, 3. 1►IE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL POINT FINAL WALK-THROUGH OF THE PROJECT WILL ALL PARTIES CONCERNED FOR INSTALL INA COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THF SITE IFI AND TAPE TO PIPE AT 5 FEET INTERVALS. PROVIDE TWO EXTRA PILOT WIRES TO THE END AJ1Nt BEFORE BEGINNING WORK. VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS AND L E W I S HOMES PRIOR TO THE START OF INSTALLATION. SPECIFICATIONS AND BEGiN ESTABLISHMENT PERIOD. OF THE PIPE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 FEET OF 4. 111* CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE T OVERED UNT0. THE WIRE AND LEAVE IN VALVE BOX. EXTRA WIRES SHALL BE ORANGE IN COLOR. APPROVED BY DATE _ • CONTRACTOR HALL NO ALLOW NOR CAUSE ANY OF HIS WORK TO BE C WORK INDICATED HEREIN BEFORE BEGINNING WORK. THE CONTRAC O S • THE CONTRACTOR SHALL PROVIDE TO THE CITY, UPON THE COMPLETION OF THE JOB,A SFT IS HAS CITY Y ENGINEER RCE Ido _2"M_S BEEN INSPECTED TESTED AND APPROVED BY THE AUTHORIZED REPRESENTATIVE. OF REPRODUCIBLE'AS-BVILT'DRAWINGS WHICH SHALL BE VERIFIED FOR ACCURACY AT THE S. Vk CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED, TiME OF THE FINAL WALK-THROUGH. NOTES CONTINUE: Of StoolR[C 0 �£NSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. • WHEN THE SPRINKLER SYSTEM IS COMPLETED,THE CONTRACTOR,IN THE PRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVERAGE TEST TO ENSURE IT 18 • A REDUCED FIRiGATION PLAN INDICATING ALL SYSTEMS AND THM APPROPRIATE / COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND �p Land COr>ceffl. Ltd PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN SEQUENCED VALVES SMALL BE LAMINATED BETWEEN 2IGATIOPWCFS OF 20 MIL PLASTIC, 1 1'x 17" N. SIZE AND MOUNTED ON THE INSK� COVER OF THE IRRIGATION CONTROLLED•, ORIwN � 1750 EAST DEERE AVENI,� s T _ d d SAMA ANA CA 92705 h IRRIGATION NOTES_ - _ • - F� nr � _ s - a COST • THK DESIGN N DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN • THE PMOATTON I<YSTEM SHALE BE FULLY GUARANTEED FOR A PERIOD OF ONE (1) YEAR. CLARIFICATION ONLY AND IS TO BE INSTALLED WiTHIN PLANTING ARFAS AS NECESSARY, • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ON-SITE ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR NR1C'AT10N COPMATAW � � Z 1��?..O 192? C M[C[[0 INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: COiURECTrb Py THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. sun _ A C[ •o OR J�Ifc n0 DATE Fa[ No 166. SHEET NO. P OF 10 NOTE: WTI: 1. LOCAT[ W AM/r' FXN V&LO. C URSS. MR."SCJV ING. Lal STRIP. MIEN" 9". AM 1. 10CATE MEAD i' FROM WALKS, C UR P S. IIPMSCAP LNG. NRI STR 1 P. WADER W". AM EDGE OF IAWIN. /20 AO0Vt FINISH GI<A6E EOGE OF LAWN. . 2. LOCATE NEM Ir FROM ALL STRUCTURES. NJ-POP SHRUB MEAD 2. LOCATE NM 60 FOR ALL STRUCTURES. i T1REA0S. I . USE TEFLON tAPt O• All NATE ///"—rFINISN GRADC 7. USE TEFLON TAPE ON All LIME THREADS. 1 6 S 4. INSTALL MEADS WITH INTERIM CHECK VALVE 4"/OR PRESSURE :OIPENSATING FEATURE AS 3 PER THE IRRIGATION PLM. S �E ROTOR � F POP-UP TURF HEAD 1- IN 500 ` Pa-t1 , 1/2 ,M 500 IN SEED FIN 'JC ti' " FINISH GRADE ■ ke[ li gU L k ► ` f ` NOIR-PRESSURE LATERAL �I�li' Vii, It LINE E F ITT INC I ` — MAAL(i 900 STREET _. ELL A r MAAIEx !0• STREET Ell SCH SD PVC NIPPLE NrulEx !O• STREET Ell CMN MLP! 'PYC NIPPLE IPPLE (MINIMUR A' LONG) SCH SO PVC NIPPLE so SCH SO PVC NIPPLE SCN 40 PVC TaT 90• Ell TYPICAL (2) PLACES SCH 10 PVC Ta T 90ELL (i' LONG) SC 40 PVC 90• STREET ELL l 90*. STREET T El SLE E l SCM SD PIC NIPPLt • TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE 1 FITTING ANTI.OIUIN VALVE AS IREO ANTI.CRAIN VALVE AS REQUIRED MAALEx 90' ELL MAALEI 40• STREET ELL 1. LOCATE HEAD f• FROM WALKS, CURBS, 900"ING, RN STRIP, WADER /WO, AND NON-PRESSURE LATERAL LINE A ING E 0GE OF LAA. 2. LOCATE ST1tEM SPRAYS E• FROM All STRUCTURES, AMC SPRAY HEADS 12' FROM All STRUCTURES IN SMRUS AREAS OUT E' FROI ALL STRUCTURES IN GAOUgO COYER AREAS. 1. USE TEFLON TATE ON All 11A1t t11RtADS. � P HR PRAY POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR 11 HI-P0 SHRUB S g 10 rsnow 11 I HARDSCAPING aa• To the W-M 'VAVr#VdVr rMCE ��1��=�� . . SNAP TITS ELECTRICAL V 1' IN TURF AREAS IIilllll - __ CONNECTORS Jll1BQ�L IG, VALVE BOX A LOCK11'1GITH 6COVEEXTENSIONS �Y� t C+mt'So+V P' IN SFRU) AREAS FINISH GRADE FINISH GRADE OR QUAL. _ CLEAN BACKFILL - SEE SPECS. FOR _ , VALVES tATI4 — — _ C011Q1 WIRE _ 11 COMMON WIRE SENSOR MATERIAL, 90% COMPACTION REQUIRED — an N w / _ e CONTROL � • • • • • • WATER-PROW �� � — nAoc EXTENSION — _ SAND CONTROL VALVE —) ( ( � � BOx COnTROL WIRE BURY WITHIN CONNECTI01tS WIRES RMT SYSTEM . 5 PPE SLACK DIA1 S RED 10 PIPE DIAMETERSLAT RAL LINE SLE"VE r SIZE TWICE DIAMETER OF NON-PRESSURE CALSENSE L_ IN -C ANY LENGTHi M ►^ �, c iT LATERAL LINE Ih FLOW �--�• t�k� 14 AWG WIRELd� = I I I �IIII _ CONTROL WIRE SLEEVE - SIZE PER PLS?; �_ TO SENSOR INSTALL ADJACENT TO PRESSURE SUP°'_'' WATER FLOW IN N MAINLINE �• �v_ LINE � � „ M 2h" • a EXTENSION 2l2 PRESSURE SUPPLY LINE SLEEVE - S:ZE Z�Z Iii' k'�' Zx1" 2'�L" TWICE OIAMETER OF PRESSURE SUPPLY VASTER FLOW WK-f LOW WATER -� 6" TYPICAL LINE VALVE _ f E:KS>� P'Rlr V E:PI T E:R METER G' MD'l • PEA GRAVEL D:CY glj0- DRAIN SUMP NOTE: 1. ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HAROSCAPING AT BOTH ENDS. CALSENSE RENDITION OF TYPICAL TYPICAL SLEEVING gCALSENSE CONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION FLOW SENSOR INSTALLATION CIAGAAMMAZ1G ONLY WIN pip NOTES CONTINUE: DESCRIPTION OF REVISION DATE P*O CIT A► YlO LA CITY OF RANCHO CUCAMONGA • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE • ALL SPRAY HEADS ADJACENT TO SIDEWALKS. CURBS. DRIVEWAYS. OR OTHER AM 12' MINIMUM OF COVER OVER ALL NON—PRESSURE LATERAL LINE. TRENCH HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP—UP BODY p �( WL S4 BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMArA IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. � �. A TERRA VISTA om � PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEPENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EZPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF m No. =+ RADIUS FOR THE AREA t0 BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE �- TRACT 14365 PERIMETER • ALL PIPE UNQER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHED. 40 SPRAYIN6 WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW SLEEVE WITH 36' MIINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORfIANCE. t`e ` DE oN PLMII+ AND INSTALLED PER DETAIL. � ARS • PRIOR TO BACKFILLING IRR16ATION TRENCHESt ATE Of CI1t+`' LEWIS HOMES • ALL S ICKWHENEVER COUPLER VALVES ARE TO BE INSTALLED IN SHRUB E. GALL QCOVER • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT APPROVED 8Y DATE AREAS WHENEVER POSSIBLE AND WITHIN 18' OF THE ►WRDSCAPE. ALL taIIICM 0 COUPLER VALVES LOCATED IN TURF AREAL: SHALL BE INSTALLED IN AN B" 150 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE DIAMETER GREEN PLASTIC VALVE BOR. CORRECTED BY REMOVIN6 THE LEAKING PIPE OR FITTINGS AND INSTALLIN6 CITY ENGINEER RCE NO 14953 NEW MATERIAL IN ITS PLACE. OESIC N ( R(c ` D • ALL THREADED PIPE CONMECTIONS MADE TO SLIP—JOINT PVC PIPE SHALL 1E MADE WITH A PVC THREADED COUPLIN6. ALL THREAWD ADAPTERS AND ONS Land Concern. Ltd DRAWN 1750 EAST DEERE AVEM-F- s I COIPliN6R ARN� TO BE 'DURA' DEEP SOCKET TYPE. C-P _ d.d. P�� SANTA ANA %A 92705 t� • MEAN TO IT LOW EA APPROVED ANTI—DRAINAGE DEVICE FOR ALL LOW •R�C'ATiO�N CC►PIStxTANT D/ P��F (7110250- 4822 O► IEADi TO PREVENT LOW HEAP PRAINA6E IME POSSIBLE 90[L EROSION. noWrCH(CM(D RC[ NO DRAWING NO .m, DOAT[ FILE NO C r —L. 611! 17 I I. OF �� _111- _ _ - - ___ __ 1.111- 1 _ _ SPRINKLER IRRIGATION SPECIFICATIONS PART I - "RAL 1.01 DESCRIPTION A. Scoot of Mort: Provide all labor, arterials, transportation, and S. Th• chart shall be a blacklln• or blue line ozaltQ print and 0. hats ►i De and fittingf O• Mlsctllaneous Irrlgatlon Equipment i. SDrinkllr heads shall b• Installed only after flushing of Me sortices necessary to furnish and install the Irrigation System as a different color shall be used to indicate the area of System has bean accomplished to the complete satisfaction of snow+ on the Drawings aha described herein. coverage /or each section. 1. Where indicated on the Drawings, use red brass screwed pipe 1. Refer to Irrigation Plant for sl rat and types o1 the Ctty o, Rancho Cuc&mongd. conforming to Federal Specification IMM-D_3S1 miscellaneous irrigation equipment. 1.01 QUALITY ASSIMANC[ i RfOUlREMfNTS 6. Mhen completed and approved, the chart shall be hermetically I 1. SOr1nk1•r MtaOs' uaitd between two pieces of plastic, each piece being a 2. ftttings shall be red brass Conforming to Fader& 2. All miscellaneous irrigation equipment shall be a specified A. ►e alts and Fees The Contractor shall obtain and pay for any and min,maum 20 melt. Specification Nam-P-160 pr approved equdt. 1. Install the sprinkler heads as designated an the Drawings. all permits &Mad all observations as required. SDrinRlfr hands t0 be inst&iled in tees work snail be 7. These Charts mall be completed and approved prior to final E. CoDDer Pf pt and Ftttingt equtval enc 1n all retDtcts to those itemized. I- Manufacturer's Directions: Manufacturer's directions and detailed observation of the irrigation system PART ] - EXFCIITION drwtng{ fhd11 be f011owN in all use{ rnere ten w nuf&Cturtrt of 1. P1Dt: Type K, h&rd ttmpKtd articles used in this contract furnish directions covering points D. Operation and Maintenance Manuals: 2. Spacing of Heads shall not exceed the maximum Indicated on 3.01 OBSERVATION tn# Dn rings In no use shrill the s0dcinq !a ted M e not thorn In the Drawings and Specifications 2. ittttngs wrought CoDDer, s010er jOtnt type maximksm recosmwended Dy Mt wnufacturtr. 1. Prepare and deliver to the City of Rancho Cucamonga within Slte Condttlont: C. Ordinances and Regulations: All local, municipal and state laws, ten calendar days prior to Completion of construction, two 7. Joints shall Oa soldtrad with silver solo#r, 45I &elver, ISI 3.04 TEMPORARY REPAIRS • and rules and regulations governing or relating to any portion of hard cover binders with three rings Containing the following CoDDer, 16I sent, Ni Cadmium, solidus at 1125 F. and 1. All scaled dimensions are approximate The CO^trattor shall this work art hereby incorporated into and mad• a part of these inferw tion: liquidus at 1145 F. check and verify all size dimensions and receive City of The City reserves the right to make tMorary repairs as necessary to Specifications, and their provisions shall be Carried out by the Rancho Cucamonga's approval prior to Proceeding with work kelp the sprinkier system equipment in operattnq ctwidltion. The Contractor. Anything containtd ,n these Specifications shall not a• Index sheet stating Contractor's address and telephone i. Wet V&Ives: under tuts Section. exerclte O/ this right by the City shall not relieve the Contractor of number, list of equipme^t with naw and addresses or be construed to Conflict with any of tea above rules and his responsibilities under the torsi of the Guarantee as herttn regulations Or requirements Of the saw Horevtr, when these lot&1 w nufacturer's reDresentdttve. I. Gate valves 3' and smaller shall be 125 ib. SNP bronze gat! 2. Exercise extreme tart 1n excavattnq and worktnq near extstinq Specified. Specifications and Drawings call for or describe materials, w ire with screw-in bonnet, nonrisinq stem and solid wedge utilities. Contractor shall be responsible for damages to woriwntM p, or ConstrucN on of l bitter quality, higher stend&rd, b. Cat&log and Darts &netts on every material and equipment disc. utilities which are caused by his operations or neglect- 3.05 EXISTING TREES or larger size than Is required by the above rules and ,nftailtd under this Contract. Chock #xtsttng utilities drawings for existing utility t. Wte w lues 7' and sty 11•r snail nave threaded ends and shall locations. regulations, the provisions Of theta Specifications and Drawings Where it it ntctssary to excavate adjacent t0 existing trees, the shall !aka rtCedento. C. Guarantee Statement. be •quipped with a bronze h&ndwneel. possible care to avoid injury to trees and P Contractor shall use all 3. Coordinate install&tion of lrrigatlon w serials intlu0lnq tree roots. Excavation ,n areas where two (2) inch and larger roots D. Emplane H on of drawings: d. Complete operating and maintenance instruction on all ]. W to valuer ]' &n0 smaller shall be tlm,lar to !host pipe, so there shall be IIS interference with utilities or occur shall De done by hand. All roots two (2) inches and larger in major equipment. manufactured by Nib co or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except direct! in the 9 I. Due to tht scale of the Drawings, it is not possible to and ground covers. D y path pl pipe or conduit, shall Dt 9 tunneled under and shall be heavily wrapped with burlap, to prevent indicate all offsets, fittings. sleeves, etc. which may be 2. In &d0ltion to the &bOve mentioned wlnttndnct manuals, 4. A11 pat• valves shall be tnstdlled per tnst&11&t,pn detail. 9 Y scarring Or excessive drying. Nherea dttcntn machine is run close to required. The Contractor shall carefully invtstlgat• the OrOvndt tet C1ty't maintln&nt# personnel with lnstruCtions A. The Contractor (hall carefully Check all grades t0 satisfy ere#t having roots tmalllr than two (2) tnchlS gin diameter, the wall of structural and finished conditions affcctinq all of his work for major equipment and show evidence in writing to the City G. Quick Coupling Valves: Quick Coupling valves shall have a brats himself that he may safely proceed before starting work on the trench adjacent to the tree shall be hand trimmed, Makin 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 o/ 150 P.S.I. the irrigation system 9 this service has Deen rendered operable with u1 cuts through. Roots one ( r ,nen and larger to diameter Shall be at may Do required to a»et such condttlons. drawings are q cR co�Dler. Key size and type shall be as shorn painted ween two coats of Tree Seal, or equal. Trencnas adjacent to On plans. 7.02 PREPARATION tree should DQ Closed within twenty Tour (24) hours; and retro this 1s generally The waometic and lndn uttvt Of the cork to be E. Equlpmtnt t0 De iurnlsh#d: not possible, the side of the trench adjacent t0 the tree shall be kept avot&Iltd. The work Shen be installed 1n such a manner as to N. Backflow Prevention Units: A. Physical Layout: shaded rete burlap pr Canvas. avoid cdiflictt Dttrttn the irrigation system, planting, and 1. SuDDiY as a D+rt of this contr&Ct tha fOltorinq !Doli: &rchtttttural /Nturtt. 1. Backflow prevention units (hall be of size and type Indicated 1. Prior t0 installation, the Contractor shall stake out all 3.06 FIELD QUALTTY CONTROL 2. All work celled for on the Drawings Dy notes Or de U,ls shall a• Two (2) Sets Of special tools required for removing, on the irrigation drawings. Install backflow prevention Drtisure suDDly lines, routing &rad location pf sprinkler bt furntsned and installed whether or not &paten c&ley disassembling and adjusting each type of sprinkler and units to accordance with tnt Driwings. heads. A. Adjustment of the System mentioned to the SDlCiflcattpns. vtive supplied On chit project. 2. Myt stratnert &t D&tk/lor prevention units shall have a 2. All layout shall be approved by City of Rancho Cjtam mgr 1. The Contractor shall flush and adjust all sprinkler heads for 3. The Contractor shall not willfully install the irrigation b. Two (2) Four foot calve keys ,or oD#r&tion of qct bronzed screwed body with 60 mesh moral screen and shall be Dr1or to fnStallatton. optimum perforw race and to prevent overspray onto calls, w rues. similar to Battey Q1008 or approved equal. roadways, &rad Dutldings as much as possible. system at shorn on the drawings rnen it is obvious in the B. Mater SuDDiy: field that obstructions, grade differences Or discrepancies C. Two (2) ke s for each automatic controller D piping Dotnt of connection in area dimensions •mist that might not have been considered Y 3 All pressure mainlinebetween the 2. If 1t ,s determintd tett adjustments In the irrigation in engineering. Such obstructions or differences should Do and the backflow Drtventer shalt be installed as required by 1. Irrigation system shall be connected to w ttr supply points equipment will provide proper &rad more adequate coverage, the brou rat to tn# attention of tnt Ctt of Rancho Cucamion a In d One (1) quick coupler key and matching hose swivel for lou 1 rode Tne Co^tractor shall verify rttn the local of connection as indicated on tnr Orarfngf. q y9 every five (5) or fraction thereof Of each type of quick governing body as to material type and installation Contractor shall make &cath adjustments prior to planting. the event mets ,notification it not performed,rayevis the Contractor Adjustments may also include changes in nozzle sizes and shall assume full responsibility fpr any revision necessary, coupling valve ins U lletl procedures prior to s Urs of construttlon. $cape+t shoo t Connections shall be made at approxi mate locations a$ shorn degrees of arc as required. prartng fpr approval. on the Drawings. Contractor is responsible for minor Changes 1 07 SUBMITTALS 2. The above mentioned equipment shall be turned over to the caused Dy +ctw i site conCtttons. City at the conclusion of the project. Before final 1. Check Valves: 3. lowering raised sprinkler heads by the Contractor shall De A. Materia) list: observation can occur, evidence that the Ovner has received L Electrtcat Supply: Accomplished within ten (10) days after notification by the material must De shown to tea Ctty of Rancho Cuuro^q+ 1. Swing check valves 2" and smaller shall be 200 pound M.O.G. y 1. The Contractor shall furnish the articles, equipment, Oronze Construction with replaceable composition, neoprene or I. Electrical connections for automatic controller Sha11 Da woe 1.01 PR00(KT DELIVERY, STORAGE AND HANDLING rubber disc and shall meet or exceed Federal S to electrical points of connection as Indicated on the a. All sprinkler heads shall be set perpendicular to finished materials, Or prOcetsts sDetifit0 by name in tet Drawings and Specification Specifications. 160 substitution rill Da allowed rttnout prior sen-v-SID, Class A, Type iV Drartngs grades unless otherwise designated on the Or&wings. written approval by the Cfty of Rancho Cuc&monq&. A Handling of PVC Pipe and Fittings: The Contractor Is uuttpned t0 exercise Cart In n&ndltng, to&dinq, unloadtnq, and stortnq of PVC 2. Anti-drain w lues th&11 be of heavy duty virgin PVC 2 Connections shall be made at approximate locations as shorn 5. Rain Bird EFA-CP-PRS valves will be set per manufacturers 2. Co•plett material list shall be sutHaltte0 prior to Deriorminq pipe and fittings. All DVC pipe shall be transported in a vehicle Construction with F.I.P thread inlet and outlet Internal on the Drawings. Contractor is responsible for minor Changes specification so that nth lateral Operates at design &ray work. Material list shall include the manufacturer, wen ch allots the length Of DiDe t0 lit flat to as not to subject parts in&11 be st&tnitts steel and neoDren#. Anti-drain caused Dy actual site Bond/!tons. pressure. model number and description of &I) materials and equipment it to undue bending or concentrated external load at any point. valve shall be fitld adjustable against drawout from S to 40 3 03 INSTALLATION 8. Testing of Irrlgatlon System: to be used. Although manufacturer and other information may Any section of pipe that his been dented or damaged will be feet of head. Anti-drain valva shall De Stellar to tnt be different, the following is a guide to proper submittal 01s carded and, if ins U lied, shall Dt r#Dlac#d rete new piping. V&1COn 'AoV' Or apprOvld equal. forma t: A Trenching: 1, The Contractor shall vigils! the presence of the City's Authorized Representative in writing at least 48 hours ,n 1.05 SUBSTITUTION$ J. CO^trol Wiring 1. Dig trench#& Straight and support pipe Continuously on DottOm advance Of !!&ting. jttm N0. Description Manufacturer �t-No- A. If the Contractor wishes t0 substitute any equipment or materials 1. Except as noted otherwise, connections between the dutomattt of trench u y pipe to an even grade. Trenching excavation 1 Backflow Preventfr Febco 525r for those tputDment or mater!&Is Itsted on the Or&rings and controllers and the electric control valves shall be made shall follow layout indicated on Drawings and as noted 2. Test all pressure lines under hydrostatic pressure of 15D Specifications, he may do so by providing the following with direct burial copper wire AMG-U.F. 600 volt Control pounds per square Inca, and Drove ratertiynt. 1 Automatic COntrolltr Calsensa 2000 Series information to the City of Rancho Cucamonga fpr aDDrow 1: wiring installed in control wire conduit within structure 2. Provide for a minimum of twenty-four (24) inches cover fpr shall be made with AMG-TN solid Copper wire. Pilot wires pressure mafnitnes 3' and larger. 3 Wte Valr• Nibco 7-113 1. Provide a statement indicatin tre reason for making the Note: Tasting of pressure w,niches shall occur prior to 9 9 coati De & different color wire for each different 1 Etc. Etc. Etc. ee J. Provide. for a minimum of eighteen (18) inches cover for all fns U Ilatton of electric control valves. tuDstttution. use a sparate sner of paper for eu h stem to controller. Common rues snail De rent# with a different 9 De su0stituted. color Strip! for tun automatic controller. Install in Dressurt suDDly ilnes Irrigation submittal must Dt specific and complete All accordance with valve manufacturer's specifications and wire 3. All piping under paved areas shall be tested under 2 Droved# Oescrlptive catalog literature, performance charts [Hart In no case shall were size De lest than /14. 4 Provide for a minimum cover of twelve (11) inches for all hydrostatic pressure of I50 pounds per square inch, and items must De listed and snoul0 inciu0e solvent/primer, vert. and floc charts for each stem to De substituted ^o^-pressure lines proved ratertignt, prior t0 paving wire Connectors, valve boxes, etc NO copies of manU/aC tUrlr'S Itttrature (catalog cuts) are required &s 2. Wiring shall occupy tnt same trench and spall be Installed submittal information. 3 provide the &mount of cost savings tf the substituted item 1s along the sate route as pressure supply or lateral lines 5. Provide for & minlmue cover of eighteen (18) Inches for all 4. Sustain pressure in lines for not less than six (6) hours approved. rherevtr pOsslDlt. Control wiring if leaks develop, replace joints and repeat test until entire - System is proven raterttght. 3. The Contractor may submit Substitutions for equipment and B, The Ctty of RanCnO Cucamonga Shall tidy! int sole resDonslDnlity 1n 3 Where more than one (1) vire is placed ,n a trench, the B Backfilling: materials listed on the Drawings by following procedures as 5. All hydrostatic tests shall be made only in the presence of actepting or rejecting any substituted item as an approved equal rfrtnq shall Dt U Ded togttner at intervals of fifteen (151 ft. ,, Tne tr Mcnes shall not be backfilled until all required tests the General Contractor, or the City of Rancho Cucamonga. No outlined in Section 1.05 of the lrrtgatton SDeCtfications ;o !nose equipment and w tertals Itstto on the Drartngs and 4. Equipment or materials installed or furnished without prior Specifications /. An lxpanston Curl shall be provided within three (3) feet cf are performed Trenches shall be carefully backfilled with pipe shall be backfilled until it has been observed, tested each wire connection. Expansion curl shall be of sufficient the tmCdv&ted materials approved for backfilling, consisting and approved in writing. approval of the City of R+ncno Cucamonga may De rejected and 1.06 GUARANTEE length at each splice connection at each electric control of earth, lotm, sandy clay sand, or other approved the Contractor required t0 remove such w tertals from the valve, so that in case Of repair, the valve bonnet may be materials, free from large clods Of earth Or stones. Backfill 6. Furnish n!ClsSdry fpr(! Dump and all Other tlSt lqulpme sett at rats own exp•^se. A. Tht GWrante! for int nrrlgdtton system SM 11 be made In prpu n, shall be mechanicaII Compacted in Iandsca ed areas to a dr g to the Surface rttnout disconnect ng int control Y D y S. Approve) of any item, altorrt&t• Or subStltute 1n01 ales Only accordance with the attached form. the General Conditions and rirts. Control wires shall be laid loosely in trench without density equal to dOju int undisturbed soil to pl&nttng 7. When the irrigation system is completed, perform a coverage Supplementary Conditions of these Specifications shall be Ill Iad stress or stretCntn of control vire conductors arat s. Backfill will conform to adjacent grades without test in the presence of the City of Rancho Cucamonga, to tent the product or products apparently meet tet requirements with the City prior t0 acceD U nc# of tet irrlgdti0n trsttm. 9 01ps, sunken areas, humps or other surface trrequl&rifles determine if the rater coverage for planting areas is of tnt Dn rungs and SDtctn uttorts on tet pasts or Mt lnformatipn or samolts suOmttted. S. All splices shall be made with Scotch-Lok •3576 Connector cornDlete and adequate Furnish all materials and perform all B. A copy of the Guarantee form shall be included in the operations St+ling D+CRS, Rainbtrd Sn&p-Tett wire connector, or approved 2 A fine granular material backfill rill be initially placed on work required to correct any inadequacies of coverage Oue to �. Manutattutfr't warranties shall not relieve the Contractor of and maint#nai.ce manual, equal Use one splice Der Connector se+ling pack all iines h0 fOrtfgn matter lrrgtr than one-half (I!2) tncn dews&tions from plans, Or there the System rads Deen willfully his liability under the guarantee. SYU wrrMtifs shalt in size will be permitted to the fnitt&1 backfill installed as indicated on the Drawings when it is obviously Only supplement M• guarantN. C. The Gu&tante# fpr■ •hail bt rt-typed Onto the COntrattOr`S 6. Field splices between the automatic controller and electrical Inadequate, without bringing this to the attention of the letterhead and Cont&in the foll0rinq lnformati0n Control valves well not be allowed without prior approval of 3 Flooding Of trenches rill be Permitted Only with approval Of City of Rancho Cucamonga. This test Shall be accomplished B. Record Or&rings: the City of Ra^c ho Cucamonga. the City of Rancho Cucamonga before any ground cover is planted. GUARANTEE FOR SPRINKLER IRRTGATIOM $rSTEM 1. Tha Contractor ihail provide and keep up to ddtt and capiett K. Automattt Controllers: 4. 1f settlement occurs and subsequent adjustments in pipe. 8 Upon completion of each phase of work, entire system shall be a rtcOrd set Of Oluf Itnt 02&110 prints tenth shall Dr We hereby guarantee that the irrigation system we have furnished valves, sprinkler heads, lawn Or planting. Or other tlSted dnd ddjustld t0 meet site requirements corrected dotty and &nor •very change from the orfgtnal and installed is free from defects in materials and workmanship, 1 Automatic controllers shall be of size and type shown on th# construction are necessary, the Co^tractor snail make ail drawings and specifications and the exact Installed and the work has been Completed in accordance with the Drawings driving& required adjustments without cost to the City 3 07 MAINTFNANCE locations sizes an kin f equipment Prints r and Specifications, ordinary wall, and tear and unusual abuse, or d ds o e u t n f h . q pee tt o test Tr n h1n r neglect uctpted. Mt agree to repair or replace any defects in C e c 9 rnd backfill Under Paving A The a^tire Irri at,on s stem shall be under full &utanatic purposes may De ob U tned from the City of RancNA Cutamonq& at 2 Final Locat+on of automatic co^!rollers shall be approved by 9 Y cost. This set of drawings shall be kept on the sitewtert&1 pr workmanship which May develop during the Pernod of one tnt City of Rancho Cuumanga. operation for a period of seven (7) days prior to any planting shall Df us#d Only at d raCOrd Sft. W year from date Of acceptance and also to repair or replace any 1 Trenches lot+ted u^der areas rnere paving, asphaltic contrite damage resulting from the repairing or replacing of such defects 3 Unless otherwise noted on the Drawings, the 120 volt or Concrete. ■ill De installed shall be Dackfilied with sand 8 The City of Rancho Cucamq^ga reserves the right to waive or at no additional Cost to the City. We shall make such repairs or electrical (a layer six (6) inches Delo. the pipe and three (3) inches shorten the operation t. ThfS# drawings (hall also strut at work prOQrlSt sheets and DCwtr to tet +UtOeatlC COntf011lr lOCltiO^ shall DQrfOd. shall Da the Das1s for metturtmnnt and Daymtnt for rorR replacements within a reasonable time, as determined by the City, be furnished by others. The final electrical hook-up shall above the Pipe) and CDmPaCteO in layers to 951 Compaction, completed These drawings shall be available at all times after receipt Of written notice. In the event of Our failure to De the rtiDo^sibillty of the COnLraCtOr. using manual or mechanical tamping devices Trenches for 3 OB CLEAN-UP ���rsUhNtA L f for observation and shall be kept to a location designated by make turn rep&trs or replacements within a reasonable time after pipsng sh&tl be comp&ste0 to equal the compaction of the t �i/+_ receipt of written notice from the Ctty, re authorize the City to L. Electri[ Control valves existing ad)acent undisturbed soil and &hall be left In a U can-Up shall be made as each portion of work �� M. ,p- the Clty of Rtncho Cucamongt. Should the record blue Zine progresses. Refuse and O •� SIr4 record Orating progrtss Shoots not De available for review Or proceed t0 have Sand rtD+IrS Or rtplaCementS made at Our lmDenS! firm unyielding condition All trenches shall De left flush exClSS dirt shdll be removed from the site, all walks and paving shall not be up-to-date at the time of any observation (refer to +^d we roll pay the costs and charges therefore upon Oew rad. 1. All electric control valves shall be the same size and type with the adjoining grade Tne Contractor shall set in place, be broomed or washed down, and any damage sustained on the work of mW. '*- Section 3.10 - Inspection Schedule), it rill be assumed no shorn o^ Drartngs. Cap and pressure test all piping under paving prior to the others shall be repaired to Its original condition. ! 4 S work has boon Completed and the Contractor rill be assessed paving work. W Ut ". I =4 the cost Of that site visit at the Current billing rate of PROJECT. 2. All , electric control valves shall have a manual floc 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE oc F;the City Of Rancho Cucamonga. No other observations shall adjustment. 2. Generally piping under existing walks is done by jacking, S taRt olio prior to payment of that assessment. LOCATION. Doring or nydraultc Ortvtnq, but rnere any cutting or A The Contractor shall operate each system in its entirety for the A 3. Provide and Install one control valve box for each electric breaking Of Sidewalks and/or concrete I$ necessary, it shall City of Rancho Cucamonga at time Of the Final Observation, Any 7. The COntru for shall make neat and legible notations on the SIGNED' control valve be done and replaced by the Contractor as & part of the items deemed not acceDtabl! by the City of Rancho Cucamonga shall record drawing progress shoots daily as the work proceeds, contrae se obtained tt Cost. Permission t0 cut Or break sidewalks and/or be reworked t0 the complete Satisfaction Of the City of Rancho snowing the worn as actually Installed. For example, should . M �!v ADDRESSControl V&eve Boxes: concrethall be from the City of Rancho Cucamonga & piece of equtp•ent be int U sled to a location that does notCucamonga. No hydraulic driving rill pt ptrmitttd under F CAL vetch the plan, the Contractor mutt Indicate that equipment P11011I. DATE OF ACCEPTANCE: 1. Use 8 1/2' I.D. it it 3/4" round concrete valve box with cOnCrete paving. B. Thp CO^trdCtOr ihdll show evtdenCt to the Ctty Of Ran(h0 Cuc+wangd ' has been relocated in a graphic manner s0 as to vetch the Fibrelyte lid for all gate valves. Extension sleeve from that the City has received all aCCtssprips, charts, record Original symbols as indicated IN the Irrigation legend The valve Dox to gate w eve shall De PVC Schedule 40 - 6" minlmum 3. Provide for a minimgm cover of eighteen (11) inches between drawings, and eouioment as required before Final Observation can relocated equtDment aha dimensions will then be trans/erred PART 2 - PROOi3CT5 size Valve box seal be similar to Christy "F8 Bow" valve the top of the pipe and the bottom of the aggregate base for occur. t0 the orlgiM I vetoed driving plan &t tet proper time Dox with Cnrlsty 'FCBD" 11d or approved #quaff. all pressure and non-pressure piping installed under 2.01 MATERIALS asDh+!tic concrete pavtnq. 3 t0 OBSERVATION SCHEDULE a. N for• the date of the final observation, the Contractor A. General: Use only new materials of brands and types noted On 1. Use 105 B' x 17 1/1' Concrete rectangular box with fibrelyt• 0. AsstmDlles: shall !rants K all Inforw tion from the 'recorg graving* Drawings, speciflt0 her e1 n, Or approved equ&Is. lid for all electr . control valves. Valve Dox shall De A Contractor ,shall be responsible for notifying the City Of Rancho prints to a Sepia myl&r or similar Mylar material procured &sella• t0 Cnrlsty 89 Box' with Christy 'f190" !id Or Cucamonga n advance fpr the following Observation meetings, from the City Of Rancho Cucamonga. Ali work shall be in approvra equal 1. Routing of sprinkler irrigation lines as Indicated on the according to the time indicated. B. PVC Pressure M&tn line Ptpt and fntttngs: Drawings is diagrammatic. Install Innes (and various wterprppf India inn and &pDI1t0 to th♦ mylar by a ttCnnfcal Y P 1. Pressure main line piping for sizes 2' and larger, snail be 3. Insta i =acn remote c,ntrol va ve in a separate valve Dox assemblies) in such a manner as to conform with the details 1. Pre-Job Conference - 7 da s Pon mad• expresslyfor vet on • lar wtarlal. Such en shall Y bt similar to those manufactured b Ra Id ra h, Kutffell i Each v,.ve number shall be heat branded on valve Dox top with in the Drawings. Y D oa 0 PVC Class 315. 2" tall 'etters. Brandin unit available from N drosca e 1 line installation and testin - 4B hours Ester, or F&Dar Castell. Tne dt wntnOns shall be made so as 9 Y D 2. Pressure suDD Y 9 to Products, Int poor,, number (714) 639-1850. 2. Install no multiple assemblies in plastic lines. Provide b• N silt' rtdtlable wen on the final controller chart (sae 2. Class 31S pipe shall be eaOe from &n NSF approved Type I, each dssambiy vttn its own Outlet., 3. Automatic controller installation - 48 hours Section C). The original mylar 'record drawing• olan shall bt GrtOe I, PVC compound Conforminq to ASTM resin specification w Sprinkler Hedds: (�_p submitted to the City o, Rancho Cucamonga for approval prior 0)781. All plot must mitt rtqufr#eentf a& set forth in 3. Ins U ll ail assemblies specified herein in accordance with d. Control rt re installattOn - 48 hours �. Pagano to th♦ Completion of th♦ Controller chart. Federal SDtcffi a tion PS-22-70, with an appropriate standard 1. All sprinkler heads shall be of the same size, type, and respective Oe U 11 In absence of a Oe U tl prartng pr S. The Contractor shill dimension from two (2) permanent points dimension (S D.R.) fS0lvtnt-wed Pipe). deliver tet smelt rate of prectpf Uttort with the diameter (or $peCtfi U ttOn per U intnq to & sDeclflc item rtqutred to 5. lateral line and sprinkler lnstdlldtion - IB hours Of ►eferenct, butldinq cornart, 110 walk, or ►Odd radius) of throw, pressure, and discharge as shown on the com0lete the cork, perform such work in accordance with best IRRIGATION CONSULTANT ,mtf r{•(tion{, etc., ten iota n Oat 0, tet follOrin Items: 3• Prttsurt win line DiDi^9 ,Or sl 2#f 1-111' dnd smaller shall dr&rings and/or as SDecfff ed to Mese s ectal rOvn&tons. standard practice with prior approval of the City of Rancho so•WEST FOURTH STREET be PVC Schedule 40 rite solvent reldad pints. D 0 Cucamonga 6 Coverage test - 48 hours J 9 SANTA AMA CALroRenA 12101 a. MN ectiOA to isting rater nes. 2. $pray heads shall have a screw djustment. 7. final Obscrvatton - 7 days 4. Schedule 40 pipe snail be made from NSF approved Type 1, a 1. PVC DiDe and fittings shall be thoroughly Cleaned Of dirt, (7 14)dma-Na] b. Convection to twisting electrical power, Grade I PVC Compound conforming to ASTM resin specification Oust and motsturt Deform install&tion. lnstailatlon and B. &Men observations have been conducted by other than the City p, 3. Riser units snail be tabrtcated to accord&race with the 01705. A11 Alpe must wet rtqulrtments as set forth to solvent reldtng methods shall De +s recommended by the pipe e. Wte calves. Federal Specification PS-21-70. details shown on the drawings. Rancho Cucamonga, shot evidence in writing of when and by room and fftttnq manusiLturer. this# observatl0^s wee mads. S. PYC solvent-veld flttings tha11 be Schedule /0, 1-2, fI-I RSf 4, Riser nipples for all sprinkler Aeads shall be the saint size S. On PVC to metal connections, the Contractor shall work the e. Boating of spriMtter pressure lines (dimension mat. at the riser opening ,n Me sprtnkter body. C. No site obserwttont tilt commence wiMout "As-Bu11t' record DESCRIPTION OF REVISION DAT[ CITY 100 along routing) approved conforming to ASTM test procedure 02166. metal connections first. Tallon tdpt or approved equal, drawings. In the event the Contractor calls for a site visit S. All sprinkler heads of the same type shall be of the some shall De used on all threaded PVC en IVC, and on all e. Sprlydcler control valves. i• Solvent cement and priMr Lor PYC tolvtrtt-w 10 pipe aha thrtdde0 PVC to mttll joints. light wrench pressure is all without "As-Built" record drawings, without completing previously A►�R�Vf� settings tna11 bt Of type and lnttallitiOn methods prescribed manufacturer, that is rlqulred. Whtrf cert+did PVC connections art nOtld COrreCttons, Or without preparing the System for said visit, by th, manufacturer. r#qulrttl, uSf tnr#ailed PVC adapters into which tn# pipe may he &ong De responsible fpr rlrates Ing th# C,ty p, porthp CITY OF RANCHO CUCAMONGA f. Routing of control wiring and locations of all tD11ce 0 IOentiftcatlon Tags boxes. bt solvent welded Cucamonga at his current billing rates per hour Portal to portal 7. All ►YC pipe mutt bear the following markings: (plus transportation costs) for inconvenience. No further site 1. I.D. tags for electric Control valves shall be manufactured E. Lin! ClearanCt: All lines Shall haw! a minlmum Clearance Of visits rill be scheduled until this charge has been paid and g. Qw,CR Coupling wlv N' a. wnvfu surer'! name from Polyurethane Behr Desopan, Use Christy's standard tag twelve (12) inches from NCh other and from lines of other received. hot stamped with black lettere on yellow background.d. Tags TERRA VISTA b. Nominal pipe size trades. Parallel lines shall not be installed direct) over one b. Stub-Orfs iOr future COnnK ttpn. Shall 0e numDtrtd t0 with programming Shorn On the Y c. Schedule Or cl&st another. drwtngs. Provide ort tag for each electric control valve. Other related t d. ►ressure rating in ►.5.1. -___ I. Ot _ •qv pent at QtrtctN by th. City of N$F (Nat,Dnal $an,tat,on ieuMat,on) app,ov&, Rancho Cutawwnga. 2. Special order tags from T. Christy Enterprises, 1211 Struck i. Artomat,c Controller END OF $EiTION TRACT 14365 PERIMETER f. batt of extrusion Avenue, Ordnq#, CA 92667. Phone (711) 771-1142. Install as per manufacturer's instructions. Remote control valves i. dl or before U• date of tet finial observation, the I. All fittings snail be&r the wnufacturer't Name or trademark, D Vandal Resistant Controller Enclosure: shall be connected to controller in numerical sequence as shorn on Contractor mall deliver the corrected and Cthe &epi sepias ll wear,&, dtitgnat,on. t,:•. applicable I.P.S. tthedu,t the Drawings IRRIGATION SPECIFICATIONS to the City of Rancho Cucamonga. delivery o/ the sepias will NSF seal of apprpv&l. 1. Controller enclosure shall b! of size and type shown on the not relieve the Contractor of the responsibility of irrigation drawings and Irrigation detail sheet. G. Nigh Yo1 Uqt N1r1nq fpr Autow tit Controller. fr►n,th,ng required inr0rwt,on M&t may b: omitted from M• �. Ivo Ron-Prtttur• Latertl L,n• ►,ping: LEWIS HOMES prints i. A backboard snd11 be secured to the controller enclosure I. 120 volt power connection to the automatic controller shall 1. Non-Pressure buried lateral line piping shall be PVC Schedule housing to provide & baso for •ountlnq tet &utow tic be prortded Dy tet Contractor. APPROVED BY. DATE C. Controller Charts: � 40 with solr#rat-Maid joints when installed to pitntlnp areal. sprinklar controller and termindl strip 2. All •lectrlcal work shall Conform to local codes, ordinances, .. I. As-bump drwtngs ttrii N appror N by the City N Ra+►che 2. Ron-pressure lateral line piping installed under paved areas 3. A 117 volt duplex bow shall be provided with and On/Off and union authorities having jur,sdtction. CITY ENGINEER NO-242353 Grcamnnga b•rOr• controller charts are prepared. shall N PYL SMedut♦ 40 rete s01vML wldtd jOtntf- Switch, and 117 volt receptacle. Metal conduit shall run from the 117 volt supply to the Controller housing. All M. Remote Control Valvlf: DE SIGN �i R � N DE p I. ►rs+iH OM controiltr chart fe4' each controller supplied. ]. /1p• shall be malt from NSF approved, Type I, Grade II ►VC power rlthln the noustng shall De properly phased. compound cenformtnq re ASTM resin spec,ficatlom 017I1. All I. Install Thera shorn on the Drawings. Neem grouped s together, M C+ Land Concern, Ltd I. The Chart atoll aAidw hap area controilN by tis• automatic plot mutt wet requirements set forth ,m itderal /. A terminal strip shall be provided, clearly Indicating the allow at least trove (12) inches between valves, install Controller awl shall M the mawtmsam ala• which Me Controller ratio. cation ►5-22-70 with an appropriate /tartdard dlmenttpm proper pptnts of conn#ctfon of del appropriate rtrinq Nth remote control w Ivo 1n a stparatt w Ivo Dpx. 1 750 EAST DEERE AVENUE E E T door will allw. ratio. (stdtton valves, master valve, Common, central control.) DRAWN t. The chart it ve . a rhe event drawl of the actual installed i1 t. Except at noted IN I. Flushing p/ sy:tem: SANTA ANA CA 92705 -Of Rg i Paragraphs o : ane ] or iodism :.DTI, LP PHOW (714)250--4822 s3rttM. Mortvr, to the went the controller sequence it all requiremenU mor non-Dressurt la h r&1 lino pipe &M 1. After all raw sprinkler DiDe lents and risers art 1n place mot legible a ize the ds'arlmg is reduced, ,t Mall be fittings shall it Me $ame is for solvent-wed pressure win and connected, all necessary diversion work has been CHECKED DRAWING fg0 enlarged t0 a seta tl►et will be readable MIM roeuted, lint pep• and fittings as set forth In section 2.OT1 Of these completed, and prior to Installation of sprinkler heads, the R C E Specifications. control valves shall b• opened and full h•a0 of rater used to NO D.D. PAGANO DATE FILE 1d0 -` flush out tn• system. SMELT NO.17-OF ISO p BI ow HYDOSEED NOTES OP 1. ALL TURFGRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE HYDROSEEDED AS FOLLOWS: 2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE. SMOOTH ALL SURFACES, FINISH GRADE TO I- BELOW ADJACENT WALKS, DRIVEWAYS, ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS / SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. OWNER SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. 3. THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED MTX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING: / CELLULOSE FIBER 30 LBS/1000 S.F. I6-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. IBDU 31-0-0 SLOW RELEASE 7 LBS/1000 S.F. / \ SOIL SULFUR 3 LBS/1000 S.F. AG. GYPSUM 25 LBS/1000 S.F. SEED MIX PER LEGEND 12 LBS/1000 S.F. 4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS CA THE DAY OF THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL. O AFTER THE FIRST IRRIGATIONS WATER SHALL BE APPLIED AS OFTEN F • AND IN SUFFICIENT AMOUNTS AS CONCITIONS MAY REQUIRE TO KEEP _-- AJ QU - G _- THE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/ROOT SYSTEMS MOUNTAIN i VIEW Z AS MAY BE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH. - - _ — ----- — -- -- ----- ------ -- --- S. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMINATING OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. . TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. . 6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2 BEGIN ' - T A MINIMUM HEIGHT OF 2" REFER TO MAINTENANCE NOTES MOWING A i _.. • • • FOR ADDITIONAL MOWING REQUIREMENTS. - • • • • • 7. TOP 2 OF SURFACE • L S TO B EE WITH TURFGRASS. SOIL IN AREA DE � REMOVE All ROCKS 3/4" DIAM AND LARGER IN -�---r� I I a. __ �--- -�:t T E SEEDED .:Y�sa c #'` L O • .-r.r.��r�rr.. ..... ............. . . . ..................... ............... �] ( ) .. .......................................................... .......................................... ..... .......... ................................................... '8 (451 JAGUAR. 45% TURF MIX Y FESCUE) N .� L . .. .......................... .. ....................... �. ... .................... �A y n nr '�ii itHi.. LOT II ,. -i ............. ::: ...... IVY yyYM i V ............ ,. •v+:� 1 APACHE l0I A,)4 BLUEGRASS SOURCE W _. `� \T/ .......�i ifr..... � � I F/�� .••.�- I'� O � � �� — ' -" 1 LOT 4 1 N Vonp LOT 1 1 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 1... ... SECTION A u� Z D D 4 -5 I � FI •tw•O� ORK 1- W F Q • cc �.• H �e fe A MOW STRIP TRACT 12365 SCALE 1 " : 20'-0" PLANTINGDETAILSTO SHEETS b FOR�,9 GROUND COVER LEGEND PLANTING LEGEND SOIL AMENDMENTS NOTE: FOR PLA14T1MIG SPECIFICATION . FOR TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS FOR ALL FINISH GRADE REQUIREMENTS SEE PRECISE GRADING PLANS PREPARED PLACEMENT OF TREES SHALL BE USE A 4" THICK COVERING OF "COARSE GRIND" SHREDDED ESP. ESPALIERED SHOULD K UNIFORMLY BROADCAST AND TMOROUCI!-Y INCORPORATED TO A BY MADOLE & ASSOCIATES APPROVED BY THE CITY INSPECTOR, MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, MINIMUM 6' DEPTH BY MEANS OF ROTORILLER Of EQUAL: GAL. GALLON CONTAINER 10601 CHURCH STREET,SUITE-107 ORANGE, CALIFORNIA, (714) 633-3666, OR CITY APPROVED G.C. GROUND COVER AMT./1000 SQIARE FEET RANCHO CUCAMONGA, CA 91730. EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR HT. HEIGHTTRACT 12671 � 6 CU. YDS. I4TTMOREIC STABILIZED ORGANIC A#B�Nf�IENT TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. L.A. LANDSCAPE ARCHITECT DERIVED FROM REDWM SA+MT, FIR SAI OR L.C. LANDSCAPE CONTRACTOR CEDAR SAbryJST MIN. MINIMUM 1S Les. 12-12-12 COMMMERCIAL'FERTTLIZER TRACT 12802 M.T. MULTI-TRUNKED i O.C. ON CENTER THE BACKFILL MIX FOR USE AROUIIO THE ROOTBALL OF CONTAINER-GROWN RWD. REDWOOD TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: TREE LEGEND S.L .A. SELECTED BY L.A. 6 PARTS BY VOLUME Olt-SITE SOIL KEY MAP SPEC. SPECIMEN 4 PAINTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT A SP. SPREAD 1 L1. 12-12-12 PER CU. YD. OF MIX SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE SPACING 2 LBS. IRON SULFATE PER CU. YD. OF MIX , THE MOPE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR OMIT AJ ALBIZZIA JULIBRISSIN SLIK TREE 1 24" 56, O.C. PLANTING KEY BACKFILL PURPOSES. TR 65 N.T.S TRACT 1328 CA CUPANIOPSIS ANACARDIODES CARROT WOOD 16 15 GAL. 20' O.C. LM WORK PERFORIEo BY SOIL AND PLANT LABORATORY.ORY, INC., SANTA AM. SEE APPROVED / LT SEE PLANT LIST OR LEGEND OFFICE (714) 558-8333, LAB X98125 ON 3/27/87 FOR LEWIS HOMES, 64 SIZE OF PLANT MATERIAL TERRAVISTA• GALLON OR SOX SIZE WEST GREENWAY OUANTITY OF PLANT MATERIAL 1 PARK PLANS -- - - -- GROUND COVER LEGEND VINE LEGEND / DESCRIPTION OF REVISION DATE CITY TURF SEE HYDRO SEED NOTE. j APPliovro SYM QTY O.C. BOTANICAL NAME C014MON NAME __ LOT 31 - LOT 32 CITY OF RANCHO CUCAMONGA SIZE AS MFG.AND SUPPLIED � � -�'- --• — - ' SHREDDED MULCH BY BLUE RIBBON NURSERIES TRED TRUMPET VINE TERRA VISTA ORANGE,CA9714003-3666 DB 13 5 GAL. 15' DISTICTIS BUCCINATORIA TRACT 14365 PERIMETER taew iJ T OF �,WII K FEA• • era a t t - - VINE PLANTING PLAN PRIVATE WALL LEGEND �_,, NOTE � NOTE: SEE LEWIS GRADING OPERATION SHALL �,� LEWIS HOMES. I �Fu�Nla cArr PRECISION BLOCK WALL ��`P �� tf Jq`y,``a�` APPROVED BY. DATE' ' /0 - PRECISION FOR WALL ACCOMMODATE THE SHREDDED - WEST G EENWAY PARK CITY ENGINEER RC.E N0. 24 _ -------•- STUCCO BLOCK WALL PLANS. MULCH REQUIREMENT � 0`` 'f, ���y�y�� LTD.DESIGN `LAND C+VWffW, Ll D. REC NDED �----- SLUMPSTONE BLOCK MALL �^ LIC r f, I� � �. , " 3•��7`'� � �✓��� LanckcapelU�hitectrmelPfarnring DA T L DRAWN j750 East&-m.4wnw T :..J &nta Ana CA 927115 P (T 14)254 482? fax( 9) 752-2469 �—of 7 97f OF CA00� \ CHECKED DRAWI'iG NO RCE NO DATE FILE NO SHEET NO.13OF 1� r G VIEW _ ------ -- - AA 2J1 - MOUNTAIN - HODN D Pi 4 40-5 • �- � � r t ♦ • LOT 1 . . . . . . . . : , t . . . . . . ♦ . t LOT 2 \. N � a ♦ r t t,♦ ♦ i t t t t t � ♦ a r + . C O a 4 ♦ r r t r r ♦ ♦ r r t I r a + i ♦ ♦ f j / LOT 3 1 CO cc Q ,. .. ,. . . . LOT 4 N Q LOT 5 r- LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 � u- i ZO 1 1 • I Of V Q ;'��.• f" A MOW STRIP 8 TRACT 12365 SCALE 1 " : 20'-0" SHRUB LEGEND PLANTING LEGEND SOIL AMENDMENTS PRIVATE WALL LE NO FOR TURF AND 68011110 COYER PLANTING, THE FOLLOWING AMENOWNTS ESP. E S P A L I E R E D SHOULD K UNIFORMLY BROADCAST ANO TH080(16MLY INCORPORATED TO A SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE SPACING' GAL, GALLON CONTAINER MINIMUM 6' DEPTH BY MEANS OF ROTORILLER OF EW: r•••.•r PRECISION BLOCK WALLPOTE: SEE LEW{S G.C. GROUND COYER ArfT./1000 SQUARE FEET HOMES FOR WALL STUCCO BLOCK MAIL PLANS. TRACT 12671 6 CU. YDS. K TRX♦1QFN STM 1 l I ZED ORGAIII C AMIENDMENT AA AGAPANTHUS QUEEN ANNA LILY OF THE NILE 40 5 GAL. @ 2 FT. O.C. HT. HEIGHT L.A. LANDSCAPE ARCHITECT T DERIVED I" RfO1iON SAWDUST. FIR SAWDUST, OR SLUMPSTONf BLOCK WALL PTW PITTOSPORUM TOBIRA 'WHEELERI ' WHEELERS DWARF 65 .5 GAL. @ 4' FT. O.C. L.C. LANDSCAPE CONTRACTOR CEDAR SAl+4•MT / MIN. MINIMUM 1S LBS. 12-12-12 COMMERCIAL'FERTILIZER TRACT 12802 VE RIS RAPHIOLEPIS INDICA SPRING TIME INDIA HAWTHORN 18 5, GAL. @ 4 FT. O.C. M.T. MULTI -TRUNKED O. C. 0 N CENTER THE BAtKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROIN ND NANDINA DOMESTICA HEAVNLY BAMBOO 134 5 GAL. @ 3 FT. O.C. RWD. REDWOOD TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: S. L.A. SELECTED BY L. A. 6 PARTS BY VOLUME 011-SITE SOIL KEY MAP SPEC. SPECIMEN 4 PARTS BY VOLUME NITROGEN STABI L I ZED ORGANIC AMENDMENT to SP . SPREAD 1 le. 12-12-12 PER CU. YD. OF MIX 2 IBS. IRON SULFATE PER CU. YD. OF MIX , THE ABOVE 14ATER I AL S SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR OMIT � BACKFILL PURPOSES. TR 3 6 5 N.T.S NOTE: PLANTING KEY SEE APPROVED TRACT 13298 FOR ALL FINISH GRADE REQUIREMENTS W WORK PERFORMED BY SOIL AND PLANT LABORATORY. INC.. SANTA ANA. SEE PRECISE GRADING PLANS PREPARED OFFICE (714) 558-8333. LAB /98125 ON 3/27/87 FOR LEWIS HOMES. WEST GREENWAY BY MADOLE & ASSOCIATES TERRA VISTA. 10601 CHURCH STREET,SUITE-107 LEGEND NT LIST OR 1'� PARK PLANS - RANCHO CUCAMONGA, CA 91730. LT -- _ E-7- I SIZE OF PLANT MATERIAL GALLON OR BOX SIZE NOTE I / QUANTITY OF PLANT QUANTITIES SHOWN ON THE LEGEND TERIAL ARE FOR ESTIMATE PURPOSES ONLY CITY NOTEDESCRIPTION OF REVISION DATE RO FINAL QUANTITIES OF PLANT MATERIALS i � / APPROHIED GRADING OPERATION SHALL INSTALLED SHALL BE GOVERNED BY THE ACCOMMODATE THE SHREDDED NOTE: REFER TO SHEET'* FOR INDICATED PLANT SPACINGS. LOT 3 1 LOT 32 CITY OF RANCHO CUCAMONGA MULCH REQUIREMENT PLANTING DETAILS a SHEET * 9. - FOR PLANTING SPECIFICATIONS. TERRA VISTA PLACOIENT OF TREES SHALL BE APPROVED BY THE CITY INSPECTOR. II TRACT 14365 PERIMETER '•"- '�' SHRUB PLANTING PLAN IMIT OF K I . I' F�nNIA (q/ LEWIS HOMES o`P�\� rr J� '����` APPROVED BY: DATE. AY PARK l� CITY ENGINEER RC.E NO. 24�_ WE T G EENW r r DESIGN / RECOMM NDED Y Z I ��, 19?3 - .AND�C;oNc� L^rD. Lc , I z ►� 'V7 (a11&W aCllltl°Chll el�C?nRing ,A I DRAWN 1750 East Deere Amme S I -&ntR Ana, CA 92705 —1—Of Q (714)250-4822 Fax(714) 752-2469 OF CA'1����c` CHECKED RCE No_ ORAWI^IG NO DATE FILE NO A ��1r�_ _ _ SHEET NO.IgOF r(o WrO�cLK oR lThl-+— - t�F �f _ i city of rancho cucamonga STANDARD o A t DRAWING v1,0. bot 2. rlAtt •t:Al7 -P&C•• TA,f 1M PLANT d V CO,tA J r,'Pool, a ro ►INT US too II o[sc,r""a 'uroscs. sTsrrt,e KAe Ta a [rAAts .-. = PAIN nu, • 1' FEAR TO FDR>'t KPR[SSED ' VAT(AIN41ASIN �. SIDEWALK �^' �`--w NATURAL CONCRETE CURB UTILITY S L t, � -P II WITH SMOOTH TROWEL FINISH @ e o POLE s dF SP �p ?� I s I a yy.,�� tr PAn�w t I` METER- !•-t - FtiK UT( T5 !A:) v51- Yi 1 T01A. Lar, P%1 lt[ fTa IN[[ ,' LOIi STA[[ A■I,IRAr d l2' 1,10 wtSTVM[, .n.0.ce Tttt {TAGS 1/2" BULLNOSE EDGE !4' C5��> 4s - SOIL AMC AL (A sTAK[s 0r SIK NCpT SAIL) (t) •[, 1rlC IrlCAr{a.[ �o 1�t 'f#IOY•POY[R' "I TATS7[A 25'�3S 10' 1 - Aa,or a.a• u TVR/ ARW w nem TAP,. KOUFACTLAER'S RECOKmOAT IONS r /A. roc rtvOUTte rill • Ft lt VI Tw 1 n r ;�B _'� FINISH GRADE l/2' WS0t/ Crvf+�[0 AGG,t4TT 4S[ T0.! EQ IACtFiIL Pili ►U SPECIFICATIONS urcr■ a rlrt noc.Tt n r� r,vn ' -CON?AINU IIAITT ROOT IKL --- -- _ _ _ _ -- —�� � ; �, 11J---� N3 REBAR CONTINUOUS SIDEWALK ��9 =311 III_ ,. i `• .. 1•,. ,I�� -- 1. ALL SHRUB/GROUND COVER TO BE PLANTED 2. ALL SHRUB/GROUND COVER TO BE PLANTED 2L \ —WI DIT O PIT W K (2 T 1 K S T1K n �' `� tKv ea/r M tows come! runt, `� III B 0 AT EQUAL SPACING (TRIANGULAR) UNLESS AT EQUAL TRIANGULAR SPACING AND LOCATED WI OF ilt HOOT IAII 1 li• E.H. t S.L __ - - J 'A SATURATE AND COMPACT Inow THE Iotta a TIE ROOT q o DRNE APPROApi ' o �9�. oA"K" . `'�. SUBGRADE TO 90X PRIOR OTHERWISE INDICATED ON PLANS. SEE 1/2 DIAMETER OF MAXIMUM MATURE GROWTH IAII , e t«"•. ;:'' '�: 4 [ n' ��' li T ► —.00w.PM2 KMT tAel Ke L��Ya>� •.fj '-�i TO POUR LEGEND FOR SPACING REQUIREMENTS. �. _� PArv,cTvc. f .tcK•e.no■t8 : Q FROM EDGE OF HARDSCAPE AND NOTE THIS NATIVE $OtI ---- -_ --- — s 1< REQUIREMENT ON PIANS. � ,t_ T� —IActvul �u rte srtctnuna[ Sri5' S' S 5' 1 —utitt 30t1 .ME Min. '* Min. rvtc[ ,00r [Au oiA+s.0 Jam- rlt t0 It Ttl rt�[tf tsK !. UI/ NO$ PiAW N HOOTS K 10t IIALL� All ROOTS AT (OG( 0► ROOT Mll YITN t1At[R UNDERGROUND NOTE: PRG.;DE SCORE JOINTS ! ?41X. 1O'-Q' O.C. SPACINti ,.ti0 FSON ►OS[. OD NOT CRACK 11001 IAII. riot■ 01 TK ,OOT Ful 1 It• STRUCTURE , . st or TMt lortoh or Tec wo AT ALL ANGLE POINTS. I. PLACE 'GROY-►01I[A• T'AOS IN PLANT CONTAINER PRION TO PLANT;NG FOR OIStIVATIOI Catch Eaaslnr [All GROUND COVER � S Transfarmsr VauN HRUB AND VINE rig , CITY STD. 605 SPACING_ _ PtANTING DETAIL TREE PLACEMENT g CITY TREE STAKING CONC. MOW STRIP PLANT TABLET SCNEQULE OMIT OMIT S.F►CI•POW w P wNrtttCil.AQLE.L��ft.SQtilllllT£8:S1ftQ_l�fli f�ANL1 FOR THE TURF AND GROUND COVER PLANTING, THE FOLLOWING AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A 1 GALLON CONTAINEn nECEtVES................................... 2•3 TABLETS MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: 2 GALLON CONTAItcEn nECE1VEl....................:.............. 7-9 TABLETS I4t 6'T� r - I AMT./1000 SQUARE FEET —� 1/2" DIA. B SF EDGE S GALLON CONTAINER nECEIVES................................... 0-9 TABLETS 6 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT Y 5+I7�,1• 1}C DERIVED FROM REDWOOD SAWDUST, FIk SAW- 7 GALLON CONTA►NEn nECEIVES.................:................. 0`/9 TABLETS COAG cum P2IVATE 1I DUST OR CEDAR SAWDUST. :�P_I._ �� IG GALLON CONTAI►IEn nECE1VES....................................... 1S-t2 TABLETS 15 LBS. 12-12-12 COMMERCAIL FERTILIZER Tib. 14',(05 •; ' THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN /S OAl10N•CONTAtNEn RECEIVES...................................12-IS TABLETS t'•1OU"TAI0 VIEW 2•/ Of ` -� • O ': ':�, `€' 31 �I� �3Z TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS 20- - 2C SOX nECEtVES........................... ...................14.10 TABLETS `J ' ; , '••• -•'� H� ��J '�► 6 PARTS BY VOLUME ON-SITE SOIL 30- SOX RECEIVES...............................................IO-19 TABLETS .. ' •' ZR J 1. 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT I,,r IIS .'• , 1 LB. 12-12-12 PER CU. YD. OF MIX 70 SOX RECEIVES...............................................10.20 TABLET! GIT SID I�I�� I I 2 LBS. IRON SULFATE PER CU. YD. OF MIX 2 SOLE RECEIVES 20 Y EWALIC - 90% , PACTED SUBGRADE PRIOR `�: '�✓I!i THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE 0 ii TABLET TO PO TU2F. SOX RECEIVES...............................................22-24 TAOLCTS .......••............ � FOR BACKFILL PURPOSES. .0- , � �`III� I�t.K1••la`f -'--� EXTENDED COL AT PERIMETER I�Ad Of LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC., SANTA ANA ��' BOTi RECEIVES...............................................32-iD TABLET;, Gr 7o Aw4fl �4o ew�qt OFFICE (714) 558-8333, LAB #98125 ON 3/27/87 FOR LEWIS HOMES, TERRA VISTA. LARGETI SIZES rOn EACH 112- CALIPER Ut'::...................... I-0 TABLET'. EDGE OF CONCRETE WALK LAYOUTSol AMENDMENTSSECTION A s 4 • 3 S G ELEVATION PLAN VIEW 1. MALL. 2. FINISH GRADE. 3. EYEBOLTS: SECURE VINE TO WALL WITH 5/8' DIA. EYEBOLTS IN LEAD SHIELDS. 0. 12 GA. GALV. WIRE: SECURE VINE TO MIRE WITH NURSERYMAN'S E S k• S1 TAPE. w`- 5, EYEBOLTS FOR FUTURE USE. 6. 6' x 8' CONCRETE VINE COLLARS 1N TURF AREAS ONLY. INSIDE w �, 1283 -• RADIUS OF COLLAR TO BE TWO TIMES THS DIAMETER OF ROOTBALL MINIMUM. •xTl VINE ATTACHMENT �8 TO WALL f Of DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA TRACT 14365 PERIMETER CONSTRUCTION & PLANTING DETAILS LEWIS HOMES APPROVED BY. DATE —� CITY ENGINEER Zk4azLdRC E N0.24953 DESIGN + LAND Cb\umN, i �) RECOMMENDf D 'V7 Lw&cape Archite chjre1Pbnnning DRAWN 1750 East Deere Avenue 5 E T ....�� manta Ana, CA 92705 _of (714)250-4822 fax(714) 752-2469 CHECKED � DRAWiyG NO R NO— PINK CE GATE FILE NO _ L_LSlt��, SHEET N0.150F 10 Pill CONCRETE 10 •CONCRETE FINISHES E. Plant List - Is indicated on drawings. 14.PLANTMrG VMS, SHRLWke, AND GROtM COVERS - !. Fertilization - Fertilize three (3) treks after planting with S Flat surfaces shall be screeded to the required levels and slopes and 1. SCOPE 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 16-6-8 per 1,000 sq. ft.; fertilize thereafter every then any excess water and lattance removed. Concrete shall be -stock (1-gallon, 5-gallon, and 15-gallon) shall have been grown in diamter than their ball of earth and at least 12" below the thirty (33) days. Furnish and install all concrete work complete as indicated on the in containers for at least one (1) year, but not over two years. compacted with a grid tamper and then floated to a true level surface 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 ar►d snails, G. Substitutions Substitutions for the indicated lent materials of the ball. When the plant has been properly set, the pit apply pe etired trice ciup ars inate 51 by weight and See plans for concrete finish in landscape areas. p shall be filled to the required grade w th "prepared soil" and metaldehyde 5% by weight as per manufacturer's recommendations A. Furnish and set all reinforcing steel , Dolts, 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 securely fastened in an B. Install all items required by other trades which are to De cast into 1 1. EXPANSION JOINTS additional cost to the Owner. Except for authorized variations, approved manner to the wall, fence, or other surface next to For control of cutworms :nd other soil insects, 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 manufacturer's recommendations two (2) If fithe accepted substitue f these oese specications. I layouts of SIaD markings noted "E.J." on drawings. Expansion joint requirementsweeks 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 De Quick Join[, or approved equal, or as noted in the Contract price will be adjusted in accordance with the B. 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 H. Plants Not Approved - Plants not approved are to be removed from C. Ground Covers 0. Pruning - All shrubs and trees shall be pinch pruned as All requirements of subsection 3.31 standard specifications for site immediately and replaced with suitable plants. The L.A. - -- -- All finished concrete work shall be barricaded to pedestrian traffic necessary to encourage new growth and to eliminate rank Sucher Public Works construction, shall apply except as specified herein. for three (3) days. Barricades shall be laced immediate) after and/or City reserves the right to reject entire lots of plants p y (I) 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, lace, 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 D P 9• j D 9 3. MATERIALS of his own barricades. 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, ll . damage to new construction and replacement or repair of the work FERTILIZERS 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. W_eediny - All planting areas including lawn, groundcover and Sa of all Soil ammendments, .sod and plants shall De Submitted level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Weeds shall B. Concrete aggregate shall conform to ASTM-C33. inspe and stored one the site until furnishing materials of backfill and water. be dug out by the roots and disposed of off site. 13, PATCHING complet• livery may begin upon approval of samples or a 'ed by C. Water shall be clean, free from strong acids, alkali , oil or organic L.A. and to h runners 1 matter. (3) Flatted plants shall be well-rooted wit at east Upon completion o/ the 180 day maintenance period, the Contracot If patching is necessary and permissible, a bonding agent Such as A. Or ante � iizer hall D r 4" but not more than 6" in length. shall fertilize per 126 - Lawn Maintenance and 127 Groundc overs s e processed se d e with a 1 1 9 p 9 and hr b Area Maintenance f hspecifications. Weld-Crete, or (,qua shat De used S u ea o these D. Admixture for all formed concrete shall be SiKA Chemical Corp's minimum ccr f IY nitrogen and 2� P Acid similar to IS. TREES AND VINES O CCUMG IN LAWNS "Plastiment" or approved equal , applied in strict accordance with "Nitrohumus' Od of processin of destroy normal manufacturer's directions. 14. CONCRETE CURBS bacterial content, Trees and vines occurinig in lawn shall be planted before final 26. GUARAMI`'E AND REPLACMENTS Construct concrete curbs at locations shown on Plans as detailed, 9S 0I !'hint MFNDM ENTS preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as E. Reinforcement: reinforcing steel ASTM-A15 and ASTM-A305. true to line and rade, as approved b the local Count or Cit Use B. Nitro w t *ek1 the following to growth and health for period of ninety WirefaD n c ASTM-A185. 9 y y y' nitrogen content based or dry weight 9 D y (90) days after natural grey Portland cement concrete, 2000 psi compressive strength. 16, CARE OF PLANTS Bffo}-SAND DURING PLANTiNG completion of the specified maintenance period, and/or final F. Forms locate expansion joints as detailed or shown, and as directed, at 0 5% �PLANTI N G PLAN acceptance by the city. All trees up to 20" box size shall be intervals not to exceed fifteen feet ( 15' ). Finish with steel Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in an acceptable rl Lumber shall be "construction grade" douglas fir. parallel to face or edge. 0.13 or "a st Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of six (6) months after completion (7) Plywood used for forming shall be at least 5; ." thick, and edge trowel, then brush with bristle brush 1.09 for Bar ne Bark or Mixure Sealed. all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by 15. CLEAN-UP Saliri saturation extract conductiv't, 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-0!151 (premolded). 3. , ; cm at ?SC. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed Dy Contractor to live and grow in Upon completion of all concrete work and before f,nal acceptance, expense. an acceptable upright position for a period of one (1) year 4. CONCRETE Contractor shall remove all tools, surplus materidlz, dlpdratus, debris, etc. , from the site and the site shall be left in a clean, after completion of the specified maintenance period, and/or fertilizer shall be delivered in sacks with manufacture. 1 7. WATERING BASINS city acceptace. A. Quality neat c -0ition acceptable to City. ,r,;wing weight and 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 . STAKING MATERIALS plant to form a watering basin at the edge of and following the the life of the Contract, includir. the maintenance period or 9 (1) Contractor assumes responsibility for the design mix and shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for guarantees the specified ultimate strength as indicated or /� from 5- alloy or larger containers, otherwise specified shall be the specified herein LANDSCAPE CONSTRUCTION A. Tree stdking shall be as per detail . g 9 p purpose intended, shall be immediately replaced in kind and (2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. 1. SCOPE ne least 4" high. Mounds for all other trees, vines or plants size at the expense of the Contractor. (3) Ready-mixed concrete shall conform tc ASTM-C94. B. Ties for holding trees shall De as net otherwise specified shall be at least ?" high. Excavated g per detail. earth, if capable of retaining water, may be used. Any C. Contractor shall, within 5 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 B. Proportions and Consistency required to complete the work indicated on drawings. The work shall De 1 0.GR A 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 stablirized sawdust worked into the surface as required made with plant material as indicated or specified for the (1) The proportions of aggregate to cement shall provide a dense the various trades and under the continuous supervision of a competent A. Contractor is to finish grade to within i!ICtn of d foot or I" 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. and around all reinforcementsThe work included in this section is as follows: without any segregation of the B. Moisture Content - The soils shall not be worked when the B. At the end of the 180 day maintenance period all watering basins materials, cause excess free water to collect on the surface or cause excessible bleeding of the forms. Finish grading for planting, soil presparation, fertilization, planting, moisture content is so great that that dust compaction will in lawn areas shall be leveled to finish grade and the area 2 . CLEAN-UP g occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. including lawn, maintenance, inspection and certifications, guarantees, Or that clods will not break readily. Water shall be applied if Upon completion of the work in this section, Contractor shall remove all (2) The recommended practices of the American Concrete Institute clean-up, staking, guying, dnd esparlie n ng, miscellaneous allowances. necessary to provide ideal moisture content for tilling and for 18. WATERING rubbish, trash and debris resulting from the operations; remove disused 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. ongrade, and mass concrete five (5) inches for foundation walls. 2. APPROVALS C. Prel � imina _Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate C. Control A. All sprinkler work shall inspected and approved prior to the start of a manner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots shall be removed or redistributed before-application of is completely saturated from the bottom of the hole to the top any work fertilizer and mulch. Where soil is to be replaced by plants of the ground. The concrete quality, proportions, consistency, etc. , is subject to that whet finish grading approval of Owner, and no changes shall be made without his prior B. Prior to excavation for planting or placing of stakes, locate all and mulch, allowance shall be made written approval . utilities, electric cables, conduits, sprinkler lines, Heads, valves, has begun, there shall be no deficiency cy ,n the specified depth B. Plants which cannot be watered efficiently with the existing of mulched planting beds. water system shall De watered b means of a hose. and valve control wires, and all utility lines so that proper y y precautions md� be taken not to damage Such improvements. In the X E F#ISCA PE ASSESSMENT SYSTEM SUMMARY 5. FORMWORK event of a conflict between such lines and plart locations, promptly 0. Weeding - Before and during preliminary and finish grading, ail C. Apply water in sufficient quantities, and as often as seasonal A. Forms for concrete work shall be either metal or wood. Forms that notify the City Inspector who shall arrange for relocation for one "Peal and grasses shall be dug out by the roots and disposed of conditions requite, to keep the ground wet at all times, well or the other. failure to follow this procedure places upon epOff site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be FLINTS REFERENCE are warped or that do not have a smooth straight upper edge shall not be used. Forms shall be set with the upper edge of the board true to COntrd(tOr the responsibility for, at his own expense, meting dry and type, - g ' , taken in wale n ng slopes so as not to cause erosion damage. tless than 21/7" high and notbearing ng seedswhich may De turned under). Oats more than 2-1/, high and not Dearing seeds CLAIMED (SheetM/Ref.N) all repairs fur danege; resulting trot work hereunder. I. LANDSCAPE[Point Value) line and grade and shall be staked rigidly in place with stakes set may be turned under. Perennial weeds and grasses to be removed D. Following the planting of ground cover plants furnished in 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 1. Water conservin8 plants.[20] 2-0 O -#b-7 throughout the construction. All forms shall be approved by Owner within a tolerance df one percent (1Y). All materials shall be means of a hose with a slow-running stream of water. accurately and separately weighted and mixing shall continue until 3. OUANTITiES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard PI 19.TREE STAKING 2. Turf limited to23'b(43'�rofideneial[20) �7 Z� � the distribution of material is uniform and the mass o` concrete is Plant materials shall be furnished in the quantities and/or spacing as Alfalfa Johnson Grass Wire Meed Morning Glory g by pteethlantin St. Augustine Grass Stake all non-guyed trees at time of p stake in the 3. Plants grouped by walerinj n ( U] eed. 1 homogeneous. shown or noted for each location and shall be of the species, kinds, as sizes, etc. , as symbolized and/or described in the "Plant Material prepared hole and driving it 18" into solid ground. Plant the tree he B. Two and one-half (2 1/2) gallons of water per cubic yard, shall be Legend", as indicated on the drawings. The L.A. has prepared this list E. All planting areas small be scarified to a depth of 12 inches close to the stake as a 4. Hardsca f [ ) v withheld from the mix at the plant, and all or a below grade with the spacing Of the ripper teeth no greater than possible without crowding the roots. fasten the pe(non-frit ated)surfstts. l0 portion Rdy De added only as a convenience to Contractor and assumes no responsibility for its tree to the upper 'end of stake in at least three places using X-It tree to the mix at the job site as directed b the Inspector. The accuracy. The Landscape Contractor is to verify all sizes and fe inches s. cooter rock prior to bracing e aha boner and braces. S. Permeable pavinj.(3] J Y y� fertilizers. All rock and deDn s more than , in didmter shall concrete shall be mixed at least 5 minutes after such water is added nuxntitips. be removed from the skte. 20. ESPA JERM VANES 6. Low-water turfvarieties.[S) b'7 and not less than 3 minutes Of this time shall be immed'dtely prior to the discharge of the batch. Total mixing time after adding 4. VERIFICATION OF DIMENSIONS AND QUANTITIES All trellises and stakes are to ai removed from plants and the plants 7. Mulch provided in non-ground original water shall be at least 15 minutes. F. Trenches - If sprinkler system is installed after grading and shall be fastened and trained against fences or walls as directed by the Before roceedin with an work, Contractor fert 0izinq is completed, the upper portior, of the ba.kfII' Cit v. Dimensions „re approximate. p g y shall De retilled and fertilized to the depth specified for the 8. $oilamendmentf.[S] 7 C. Concrete which is not placed within 90 minutes after the introduction shall verify all dimensions and quantities and shall immediately inform of cement and water, and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or ,r 'pquirpd, to cohiorn to the specifications. 2 1. CERTIFICATES TotalrOtntf Claim:-J� after leaving the mixer, shall not be used. specifications and actual conditions. NO work shall De done in' any area 1 1. 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 specified, Contractor shall furnish [MinimuniPoints Required 601 a certificate with each delivery of bulk material, stating the source, 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 s, il nal dri#e s�fiiciertly to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the Ii. IRRIGATION(Point Value) A. Before pouring, all forms shall be thoroughly cleaned and made tight. 5. INSPECTION lawn and platting areas shall be graded to the ele,ations indicated on certificate shall also state the volume, net weight, percent of Nitrogen The bottom of trenches shall be wet down before pouring footirgs, the drawings. Grades not otherwise indicated shall be ur,ferm levels Or and percent of Phosphoric acid. For each fertilizer and soil 1. Low gallonage irrigation ftem.(20] ea placed until reinforcements, rough hardware, and forms are request inspection at least two (L.A.days in advance of the time slopes between points whFre e'e.atiors are given. Mir,;,r ad:ust•en;S of conditioner, in containers, a similar certificate or invoice shall be t� earth shall not be muddy at the time of pouring. Concrete shall Hct A. All inspections shall be made by L. and city. Contractor Shall y finish grades shall be rnade at the direction of the city, if required furnished stating total quantities by weight and volume for each 2. Automatic controller.[201 2-0 2 approved by Owner. inspection is required. material. These certificates shall be submitted to the L.A. and city finish grade snarl be a smooth, ever ;nd uniform plane without abrupt prigr to trip start of the maintenance period. 3. Designed to water plants by watering netds.(10) B. Inspection will be required for the following parts Of the work change of surface. Soil areas adjaceit to tuildings to allow a natural B. Before depositing new concrete against old concrete, all lattance � shall be removed, and the surfaces roughened to expose the embedded run-cff of water, and surface dra,nag, shall be directed2 2 as indicated on PROTECTION 4. Soil mifture sensors.(10) d Z S aggregate. The surfaces shall then be covered with cement grout, (1) During finish grading and soil preparation. the drawings by remodeling surfaces to facIIitdte the natural "run-off" Lon tractors hall carefully and continuously protect all areas included in using the specified mix with 1/2 of the course aggregate omitted, of water. Low spots and pockets shall be one inch below grade of the Contract, including plant materials, fences, supports, etc., until S. Rain sensm.[S) _ 1-1/2" thick. (?) Plants, after delivery to site and prior to planting. adjacent pdvment of any kind. Gradin, shall be done wher. soil is at 9 final acceptance of the work by the L.A. and city. Optimum moisture content for working. 6. Wend senaon.[s) C. Conveying g and placing of concrete shall be done so as to prevent (3) When vines, shrubs, and trees are spotted for planting, but 6- separation of ingredients, and to no case shall the free fall exceed ptarting holes are nc excavate(, 23.t-**1 �V-4e-e 7.•Sensitive to slopefiaeim.13] J 1 6 feet. Tremies shall be used as required. Surfaces of concrete 4 y. A. Contractor shall maintain a sufficient number o men and (31 shall be kept reasonablylevel , with a minimum amount of concrete ( ) Specimen trees at source, before deliver r 8. Reclaimed orreC lad waw. 12 METHOD OF PLANTING AND WORK PROCEDURE being allowed to flow after being placed. Placing shall be ' adequate equipment t0 perform the work herein specified. Plan performed as a continuous operation until each section is completed. (5) lawn areas prior to planting. maintenance work shall consist of applying water, weeding, p D A. No planting shall be Done until all operations in conjunction ata rets mid: 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 ecaring for plants, including of lawns, fertilizing , Shrubs and trees, completed, final grades have been established, the planting areas edging, aerating, and mowing of lawns, fertilizing and control (Minimum Points Required: 641 of pests and diseases. a maximum subsidence, without separation of ingredients. The moving (1) All landscape construction items, prior to the start of the have Deere properly graded and prepared as specified, and the of concrete by vibration will not be permitted. calendar day ndintenance 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 De composed of one parts of Maintenance inspection''). approval by the City and shall, if necessary, be relocated as with topsoil, leveled, and replanted. Exterminate gophers and part Portland Cement and two directed as part of the Contract. moles, ano repair damage. fine aggregate by volume. Materials shall be mixed dry and water (g) Inspection reports shall be made for each inspection by the added ,just sufficient to make the mixture flow under its own weight. y C. All plants shall be removed from thier container and set so C. The entire project shall De maintained fora period of 1pl teys L .A. and One Copy shall be Submitted to cit and Contractor. that, when settled, they Dear the same relation to the required commencing from the time all items of work have been complete to the satisfaction of L.A. and city. B. For dry tamp cement grout, a minimum of water shall be added to the grade that they bore to the natural grade before being mix so that when wet sample is squeezed hard in the hand, surface transplanted. Each plant shall be planted in the center of the 8 CERTIFICATION specified,p moisture, but no free water, shall appear on the sample. Do not mix . it and backfilled unless otherwise speced, with the prepared D. The project shall be cared for in a neat, clean condition a[ all timers to the satisfaction of rir.y and L.A. more than can be used in 30 minutes. Prior to ,job acceptance, written certifications shall be submitted to the soil. No soil in muddy condition shall be used for backfilling. '• _ I 8. CURING AND PROTECTION city for the following: No filling will be permitted around trunks or stems. All broken 24, LAWN . MQIt�Ttrl&J ICZ 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 D. L.A. and/or city shall supervise the placing and planting of all A. Watering - Water every day once per day for two weeks and' to temperature, elements, and construction operations. Fertilizer. therefter gradually redu a frequency of watering to three times CITY plants. per week. Contractor sh.11 continue to maintain the lawn until DESCRIPTION OF REVISION DAT[ A►►ROV[0 9 EIn the event that underground construction work or obstructions B. Curin B. Quantity and Quality of all Soil Amendments called for by Plans final acceptance by the L.A. and city. - and Specifications. E. are encountered in the planting operation, alternate locations B. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000 CITY O F RANCHO C U CA N�0 N G A (1) All exposed surfaces of concrete shall be protected from for plant mate n al will be selected Dy l.A. and city operation square feet three weeks after installation and water immediately premature drying and freshly plated concrete shall be protected 7. MATERIALS will be done at no extra cost to City. thereafter. against wash by rain. All concrete shall be kept wet for a period of ten days after placing. In order that curing water Plant materials indicated on drawings and herein specified shall conform to the following: 13, PLANTING OF TREES C. Diseases Pest Control - Two weeks after installatin of lawn, TERRA VISTA may reach both surfaces of walls, the forms shall be loosened apply a granular mercurial fungicide of 1.89 mercurous chloride and water snail be poured over the tops of the walls and allowed A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locations indicated on drawings and secure as per manufacturer's recommendation. to run down between the concrete and the forms. "S - g TRACT 14365 P ER i til E TE R Standard Plant Names" established by the American Joint approval before excavating pits, making necessary adjustments as indicated. (2) All liquid curing compounds shall be used in accordance with the Committee on Horticulture, Except for names covered therein, the D. Mowi� - The lawn shall be mowed at a height of 1-1!2" with a manufacturer's recommendations and shall not be used on surfaces established custom of the nursery is followed. rotary mower, equipped with rollers, before it reaches 2" in t receiving concrete hardener. B. All pits for trees shall De dug square with bottoms level , the height. Collect grass clipping during mowing operations and B. Condition - Plants shall be symmetrical, typical for variey length of siCompact depth equal to two times the diameter of the remove from the site. SPECIFICATIONS 9. DEFECTIVE CONCRETE and species, sound, healthy, vigorous, free from plant disease, tree ball. Com acted soils at sloes and bottoms shall be insect pests, or their eggs, and shall have healthy, normal root loosened by scarifying or other approved method. Pits shall be After each cutting, the edge of the grass shall be trimmed to a E W I S HOMES A. Concrete which is not in accordance with these specifications, out of backfilled with "prepared soil" to the required grade, and the systems, well-filling their containers, but not to the point of neat and uniform line. The lawn edges shall be maintained _ line, level, or plumb, showing structural cracks, rock pockets, balance of the pit filled with "prepared soil", thoroughly voids, spalls, honeycombing, ex osed reinforcing or other damaged being root bound. Plants shall not De pruned AT ANYTIME, and in neat) at all times. p p g y settled by water application. y �� WR� t� APPROVED 8Y DATE. � � surfaces shall be considered as defective. no case shall trees be topped. V ��C. Dimensions - The height and spread of all plant material shall C. Set plants in center of pit, an a vertical position, so that 25. GROUNDCOVERS AND SHRUB AREA M -�C-g M $ crown of ball will De level with finish grade arter allowing for �0 Q` &A CITY CITY ENGINEER RC-E NO. 24 - B. All fins and irregularities shall be removed from exposed concrete be measured with Drenches in their normal position, and shall be A. watering - new planting Shall be watered once per day for two surfaces while the concrete is still green. Where patching is as indicated on the drawings. The caliper of all trees shall be watering and settling and shall Dear the same relationship to ; DESIGN R E C N required, all loose and concrete unfis concrete shall De removed prior to measured 4'-0" above the surface of the ground. Where caliper the finish grade that it did to the soil surface in the jay week after installation. Reduce watering er every other w Q LAND n N D ( �Yui r)� 1 i day for .he next two (2) weeks. Water thereafter three (3) u (X no I� 1 � L."�l�LJ l�Avl u�v, LTD. patching. Minor rock pockets end honeycombing shall be patched with of other dimensions of any plant materials are omitted for the container. times V - dry pack concrete. "Plant legend", it shall De understood that these plant per week until final acceptance. `�' r LandSCape ArehlteCtureJPlanning s ^` materials shall De normal stock for type listed. D. Prepare depressed water basin as wide as plant balls at each DRAWN plant. Water thoroughly, backfilling any voids with additional 4 s 17JQ East Deere Avenge S T D. Inspection - All plant materials must have been previously prepared planting mix. 14" /, JSanta Ana, CA 927( -Of inspected at the nursery by the County Horticultural Department, �7 (714)25 4822 FaX(714) 752-246 and shall be subject to the inspection and approval of the L.A. CHECKED DRAwiN G NO before planting. �� Q` R C E NO I r 6 J DATE FILE NO SHEET NO . Ib OF 16