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SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSAPE MAINTENANCE DISTRICT NCS. 4 1 1 56 N. MOUNTAIN AVE./P.O.BOX 670. C UPLAND, CA 9.1785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX NO. DESCRIPTION NO. DESCRIPTION ✓� 1�r`^w� '��� �,� ` 1 TITLE SHEET ,,has J � '"• `� ,.,�nrr_ 2 IRRIGATION PLAN 1 3 IRRIGATION PLAN f1.AffEr 1 AE""' RANCHO CUCAMONGA CITY LIMIT �.._.._.._.. ..�. 4 IRRIGATION DETAIL �°' '• 1. An Encrowhment Permit shat be Walnod ftmt the City Engineer prior to commerttln9 ally wot*. 5 IRRIGATION DETAILS i � 1 • 2. AN work shah be perlorrned according to current City standards and the Standard Spectflcations for Public Works Construction. ——��► — — — — -.�L- ..._..J — — _ CONSTRUCTION & VROPtJSED FOOTHILL fAEEWAT + 3. At tin conclusion of rough grading an agrortomiC Solis report shall be furnishd to Me City Inspector and all such recommendations PLANTIN DETAILS ..,E +E+•„� from such a repos shelf supemade soils amendment recommendations shown on the plans. 7 PLANTING PLAN E W '� a. upon cornpietbn of installation. a maintenance period of one hundred and eighty180) days Is rWred prior b Ana! acceptance of tin PAO�ECT SITE\` sa+rArr. ••�., a PLANTING PLAN work by tin City. Maintenance *hall Include mowing, weeding, Irrigation, pruning, raising free root balls which settle below grade. ■ ° r ferttiezlrtg and applying such spars v are necessary for proper core and upkeep. Malntenan0* also Includes all regain, IeplaOement, uptoo I d.arrrho and aqusting necessary to keep the irrigation system In good working order with proper coverage Conhencrrthant data fQr 9 SPECIFICATIONS + I •..,,. Nowt Maintenance period shall be adequate FT .fes to verify plant characteristics an establishment. sI I s -' S. Orb oontroller chart shall be potrided loll each controller. Controlter Mart shall be the maximum size the controller door will allow and ahaa show the area Covered by the automatic oontroller. The Chan Is to be a reduced drawing of the actual as-bunt system. jyE► i However. In M event the Controller sequence is not legible when the drawing is reduced, It shall be enlarged to a size that will be ! I E readable when reduced. The chart shall be a blackllne print ane • di"erent Color shah be used to show the area of coverage of each •�� "" «~" '"~' station. When completed and approved by fin Public Works Inspector, the chart shall be hermetically seated between two pieces of plastic, *a& pisor being a minimum of 20 mils. iNck. The chart shall be mounted using Velcro or approved equal type of We. These charts, must be completed and in piece prior to Anal acceptance of work by the City. 004TA1110 PATE IINAT10MAl AIII►ORT S. r wide x Ir deep conCrew ff wlsV" shall be provided between all shrubfgroundoover areas wW turf areas. Mowstnps shag a11S0 be - provided beneath metal fertCirtQ and where City maintained areal are ogacent to prtvatrty maintained areas 7. Sidews& layout Is oorcWuai only. Approval of the Anal sidewalk layout shelf be mads In the f e4a and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP field condh1w as appy by the Public Works inspector and Project Planner prior to anal Construction. CONSULTANTS A. Apptr Orin of arty chemicals shag be by State licensed personnel. All pesticide application require PCA recommendation 9. Any trees whMn Ave (5) feet of waft, walk=, Curbs or other potentially root-damaged hordscatpe shalt be Installed with rootcontral barriers. Prior to baWfling trees) planting. Contractor shall have the City inspect root barrier installation. Land Cone",Ler. 1180 toot Deere Avemm 10. No trees shall be planted within three (3) fret of Curbs. Renta An•, Conforms 927m (114) 2W402: 11 . A/ be we to be located: ten het from any street ". power poll, or reinforced ooncreh box; Ave feet from any drive J� approacft, Arta hydrant, underground structure (e.9. catch basins, vaults) and sewer lateral or cleanout.- and three feet from any water mew or sewer line. OQ 12. Grading standards for City maintained areas shall be: MADOLE AND ASSOCIATES, INC. � • Sidewalk maximum 8.31; OF SAN BERNARDINO COUNTY • Maximum slopes in turf areas 5:1 CONSULTING CIVIL ENGINEERING • Maximum slopes i n ground cover between sidewalk and curb 4:1 AND LAND PLANNING • Maximum slopes i n ground cover areas behind sidewalk 3: 1 545 N. Mountain Ave., Suite 105 • Maximum grade crossing Equestrian trail 24% UPLAND.CALIFORNIA 91706 PHONE(?14: 914-ltrr BOJ �tt`,9 13. No drainage perimitted from City property to private property or F7p%we_ Fv,,res,-( T- crrf 1`11q 97 G - TRACT 13303 LANDSCAPE QUANTITIES G iJC� ONO v '9� O � N Its.Its. -� 7� TOTAL ACRES IN R.O.W. 01474 _ • TOTAL SO. FT. MAINTAINED AREAS 206679 Q' CITY DESCRIPTION OF REVISION OATS A►P*OROK TOTAL TREES IN R.O.W. _ 45 � — `r' CITY OF RANCHO CUCAMONGA O � O GRAND TOTAL 24' BOX TREES IN R.O.W. 9 TERRA VISTA GRAND TOTAL 15 GAL.TREES IN R.O.W. 3'bmemo Z GRAND TOTAL 5 GAL. SHRUBS IN R.O.W. 771 > TRACT * 1.3303 GRAND TOTAL AREA OF MULCH 6,364 GRAND TOTAL AREA OF TURF 12,315 LEWIS HOMES BREAK DOWN OF TREES PER STREET NAME TERRA VISTA �,`\%�kNiA (A�,OJ APPROVED BY � DATE �.+a4�tf • 6 'moo � M. S'4 �, CITY ENGINEE 24953 00 �►� L DESIGN REC-Im 0 24 BOX , rCai.li►?,ZIA V�1���>>IH y �+ __ *1750 and Concern, Ltd is GAL. : rA/ar�)�Oi.11� G12i-r ��lTj11�I` 13 s 1 110. 1283 DRAWN EAST DEERE AVENUE SHEET MOUNTAIN VIEW DRIVE -: � c -+ S/1KTA ANA CA 92705 24' BOX : p )Ll/� Vu -�) 41 PHONE (714)2501-4822 _ �of 9 •J + 15 GAL. ... U�•'•��N�Ci /,�Pi�lolt7 19 CHECKED DRAWING MO RCE IMO OF CAL DATE FILE NO — '^ SHEET NO. 20 OF 37 1 PCS" NOZZLE SCREEN SELECTION GUIDE _ eYMsnl p►•WuAytw MOAiC m Air.�rrttoN M7¢ZL/r lfAdtuS FrM. r5•r, ry17JFiaf DESCRIPTION MOQEL KS-020 KS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-17S CALSENSE MODEL 'FM" FLOW SENSOR SHALL BE INSTALLED INLINE, ONE 01 PER "aw 1006 v ro�uFA"V A 1pt rte+ It• 1.1 to w cxru WATER METER,AS PER NOTES,WITH TEN(10)DIAMETERS OF SENSOR-SIZED PIPE CPM 0.2 0.3 ORA 0.6 WHITE 1.2sGREE 1.75 to tl _�� N�� �� e` o UPSTREAM OF ROW SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED PIPE COLOR tROMN SAYER ORANGE BLACK MMITE GIIEEN YELLOW d o N�-siw �a fR oa sio DOWNSTREAM(PIPE SIZED AS PER ROW SENSOR SIZE). ROW SENSOR SHALL 8E FLAT SMI11Y IF-FLT - - 6' NJB. 2' t11B. 3' S' N' i ,MOS`-s'"'aui,4i tsar at7 °! sioea INSTALLED MINIMUM TEN 1101 SENSOR-SIZED DIAMETERS UPSTREAM OR W-FLT - 3'(160• 4'-6' 7' •i' v Nr n� ft• �s fr P K R t•s 0 C~ tT-FLT 3' 4' S' •S' - - O an rt+rfrx�a K� ts• ( o•t •o DOWNSTREAM FROM ANY VALVE, FITTINGS, METER, OR BACKFLOW DEVICE. SO-FLT 4'-S' 4'-S' •t' - - �i4 1 1 1 1 Mg-u f 1 � �K, WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE 01 RED STANDARD 914 IRRIGATION VALVE WIRES.FLOW SENSOR SHALL LOM ANGLElOF-LA - - I' IRS 3' 4' S' •10' SPRAY iSION-LA - S' 7' •IO' - - © Awl A"wm-ew aw'v'f�ArlM wyl"11w`I-om BE HOUSED IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES TRAJECTORY 107-LA 3' S' 7' •10' - - SPECIFIED ON PLANS AND MARKED" F.S.'FLOW SENSORS AVAILABLE FROM RICH LOQ-LA S' S' •10' - - - - • RAt #�-�'�� Awl �m a�11ac WN w1>t' A�'�IWu7tMc� -� MURRAY FROM CALSENSE LOCATED AT 2075 CORTE DEL NOGAL. SUITE J. STD. J►NChE 12F - - - i' NIS 2' tUB 6' 7' A'r>H caGm Irupl o'At'IL CAMt M to L.P. ac. SPRAY 30 12T0t' •12' Arsr OWCOF MMMrrRloAWW TRAJECTORY 12TT - - - 41 69 t 12H - - •' as 10' •l •12• * 2' tv .. AKTO r-la AMM&A?&OUAF MNAMM MM ~NWI-4WNM- 12T - - t' 10' •12' - - --- IhioAQr AetW�0`4W-Ar cup S �M f"AW 4 MV Md Ir At�9 /*'A*`A� -UW It 3' 4' all •12' - - �' THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY NOTE: CONTRACTOR TO COORDINATE CONTROLLER WHEN RADIUS OF SPRINKLER HEADS. REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SNOW' �— AW40'A •'?n'SAW447MWLmEffM- (Af� PWC4W9XAK uM'/%'lA1G AM'l1JFt11f Am ��n*`MAu�1ze4v ,'VW /,f/J 's/ ►u� ,g FOUR (4) IRRIGATION VALVES. E.G. A CALSENSE MODEL 2000-24 STA PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A ON LEGEND. THE CONTRACTOR SHAH EQUIP SPRINKLER HEAD WITH A RAIN BIRD PCS PRESSOR ,I�Gts-WaAw. COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART A40YE FO REQUIRES 6 MOISTURE SENSORS.PLACEMENT OF MOISTURE SENSOR SHALL STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. �•'�=s tAxCs.'141A'�-'IWf�D'�+�ALC/�QV6,1trtW�!M jIGIEr7F3 1�/bMh•'M11A7�'�M'blll�!'�IYd� Mb APPROPRIATE RADIUS (p o ( /All.�/1 Ali �hMM 1�,�If1✓faM1lL�dtAUAl 'VM BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND �^���WtAlfsS+t/A e�nmiit�oeNao�Msr�+ ev'nfetra't�iT�w � PURCHASE INFORMATION CONTACT: A'G f�yilFCY/LE lb-S/fe NOIPO. • . : :: OIAgE�7�'oWV,f/1!!1',ACL AM•lb1�A' .ARU M.'t"MAW MAWM51%.R1 POINT OF CONNECTION - CONNECT TO I' TURBINE G��A M9�rA�vT G LLAAWCAW 1jYA�/ RICH MURRAY :'/5'4ZZ ��'t4°Yyl�PJA �'` 'W�'�Xe '�*4TT/ArCOit'7 CALSENSE WATER PRESSURE INFORMATION OBTAINED FROM JOHN WATER METER FOR IRRIGATION. THE CONTRACTOR 3 �bwG-.f/ZfNOTF1l. 2075 CORTE DEL NOGAL, SUITE J KNAPP AT THE CUCAMONGA COUNTY WATER DISTRICT(714) SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS • . FOR THE INSTALLATION OF NEW WATER METER. 1_, m"W7VA X0,04��tAzaM'tKr rte• CARLSBAD. CALIFORNIA 92009 987-2591 ON 05-17-90. AWMT- CONTACT THE CUCAMONGA COUNTY WATER > " �I to 4W,9 4MWIC 4 r 404M*W� (714) 458-0129 DISTRICT FOR COSTS AND INSTALLATION W �• PROCEDURES. ANEv�s or si7ri�vxcE't�,reAPulREd�'R�'rAG�pA�'cra►r.41�, ltl�1,►iw dN!'1►A'gr/E6prq nxC EXISTING WATER PRESSURE: P.S.I. lFa�7=11a ?Ar,ff �M AQ1 flKA?fm iW�11I 'X.�`N/fll't?IMMOi010/U9CA�11?1L. SYSTEM DESIGN PRESSURE: 45 P.S.I. I �• PEAK IRRIGATION DEMAND: 17 G.P.M. Q NOTE: THIS IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3" WATER PER WEEK I• APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A INNER as WEEK. 19:OOPM - 5:00 AM). W + c HARDY Q AVE 42 `A A 118 � m N • 1 FEBCOA�r'•d✓--/'' REDUCED TYPICAL POINT OF CONNECTION 1" WATER METER, PRESSURE TYPE BACKFLOW METER TO BE PROVIDED BY LEWIS HOMES PREVENTER INSTALL IN SHRUB BEWNSTALL PER ALL CODES. to _ wssw cucwrt/••i —* ' — -- ..,�loss,.. �.. or14 A f 7 Y 1 " Mow � �,..� � = 3 u Cuf� e � O lots slot,. y—..1 __—.J 1 wtarwlwa"• JL—•lo•� - y _ Jdc � _�u wrsstw0acv —_lost � 7' ra nr tia I/ ir ar lat.wo-...tet lora_ 11111"t"VALVI so ui ,ttlf.w IMIMr � 1,j r _ Ip.lq car.w•move JL_ , ,�,1 _ 94 16 40 4f 1415 3 a - ,O,a1 Mrs"tM•„ 11 82 Jam_ 2 I — 1 • ,lora.wssum It,OV•f1 Aga_ . pale w„tm,artragl: �_ I W W 1 1 I�' Z loss,,.,loss..wssatr u�n.. ...� AAl�rf A►•���1 •� . In tl/•rprr tMga `f a• CNWA Y L 1 M I T F W � � — A!L ~�'.�'"r" _ U �'-R- c4ly sws- SCALE 10:20' �= Q Role W— O le MOUNTAIN VIEW RIVE A14 2 A13 Al2 s�►l1 � SCALE: 1 •:20' I I 1 l f �J �1 O W . N_ rl n ' • « I • « « 121.l� 3 I (icj 7 X7 �� a y2 _1" y2 I �4 3 A J. � � � 10 ON HARDY AVE TRT CONNECTION m� 7 /o-f WI ; ( ov`' A DESCRIPTION OF REVISION DATE "ROVE0 i 1 2 3 4 I 5 I d 9. Al i CITY OF RANCHO CUCAMONGA VTRACT 13303 F- 4 TERRA VISTA Q V �� lillltlllllllillllt Lill 11111111111111111 1 • r`.. ''`. STREETSCAPE MATCHLINE E SHEET TRACT 13303 (p ONE (1) CALSENSE 2000-24 - 24 STATON AUTOMATIC SPRINKLER �j _ CONTROLLER "A" MOUNTED WITHIN A MEYERS MEUG-1-M COMBINATION —j � � ' ELECTRIC METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 , VOLT POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE LEWISHOMES THE RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY LANDSCAPE ARCHITECT AND CITY OF RANCHO APPROVED BY. DATE I CUCAMONGA AUTHORIZED REPRESENTATIVE. CITY ENGINEE RC-E 1040.Z4453 DES1cN RECO MEMOtD and Concem.Ltd f DRAWN 1750 EAST DEERE AVENUE 101t T SANTA ANA CA 92705 Alm ' PHONE (714)250-4822 --goo—or 9 IttY D VIAP CHECKED RCE MO ORAw9fG IN SCALE: 1 ':2 0' NTS M.SWEENEY 4 2 L BATE FILE T. No. Al OF 37 — _ _ PARK WAY ' VI ST A . • .LEERA '` 3 1 - - - _ STARTING EDGE '��:` � PA _ PA, P� _--_ -_ _ — " Q 1� -- - - YERIFY 5' MIN. ' — - �ILT, a pm PLANTING EDGEui C ' IN THE-FIELD-,- y y m 1r'I*,,. _ E f w co wit � � _ W TRACT 13303 swap aim iz wO SZ—� Z �SW i Zi Q SCALE 1':20' i r — I o = CONSTRMT)ON LEGEND s A/C ASPHALTIC CONCRETE O . C . ON CENTER CLARIDGE DRIVE BARRETT DRIVE a C . J. COLD JOINT P . A. PLANTING AREA C� CENTER LINE PROPERTY LINE CL . CLEARANCE hD. RADIUS CONC. CONCRETE R. S. RESAWN r CONT. CONTINUOUS R. RISER • DIA. DIAMETER R.O.S. ROUGH SAWN D. F. DOUGLAS FIR RWD. REDWOOD , EA. EACH SHT. SHEET a E. J. EXPANSION JOINT S. L. SCORE LINE .c •� EQ. EQUAL SQ. SQUARE EXIST. EXISTING S4S SURFACED FOUR SIDES FTG. FOOTING STD, STANDARD E GALV. GALVANIZED T. F. TOP OF FOOTING .. = PM 11640' H. B. HEADER BOARD T.W. TOP OF WALL a 10.0 AC. •'• M. B. MACHINE BOLT T. TREAD .�'`_ .' MA-X. MAXIMUM TYP. - TYPICAL / MIN. MINIMUM W. I . WROUGHT IRON NAT. NATURAL W.W.M. WOVEN WIRE MESH N. I . C. NOT, IN CONTRACT d PENNY (NAIL SIZE) N. T. S . NOT TO SCALE1 5.0 ACO -� ' (�OI V reT 1 �7 \'. �Z—a 2.\ �/I'7 • � •,` / '~ f . . a - = LLAGE. .. t \0UPLEX, 4O r FACT �0;L -' _ VILLAGE \�:6s' uNrTs :. 'S:9 ACRES; , TOWNHOME ,r 1.2--D.Ua�iC: W E PARKWAY > TERRA VISTA O artiib —m N.T.S.Qt •r KEY W - — .. 45. 121�IY1°I( - - - --- -- -- - - MAP J� PA x^t 400 W §„ - . :::.::.....: ::... _ ID W W , , Z4 > pvI F 451111 �� _ J J '_ its 1�� C _ CC Q DESCRIPTION OF REVISION DATE circAPPROVED Q CITY OF RANCHO CUCAMONGA TRACT 13303 TERRA VISTA Q TERRA VISTA PARKWAY MEDIAN W - TRACT NO. 13303 ., CONSTRUCTION, PLAN SCALE 1 0209aru�s � tEWIS HOMES J 4��gT M. S .� APPROVED -BY DATE Q `�•p .� CITY ENGINEER RC.E. LA0. 4E 0. LIC.NO. 1283 M DESIGN RECOMMENDED nd Cowxxn, Ltd r0 EAST DEERE AVENM s E T DS PHONE ANA CA 92705 '� A '9 �y DRAWN y� CALt�O PHONE (714)250-4822 - of CHECKED DRAWING NO RCE NO H DATE T FILE 1$0 SHEET OF >A dim — _ _ _ dw dwTERRA C4 z " VISTA PARKWAY A IX 31 _— -- - - - - --- — --- - - 2•' -- - — -- — - - -- ---- LU (n _ - -- - - f 34 AT AG 20 A4 31Lot WIN W low A9 3� �:' v .ate IA W - 45 A9 �Ih• IV w mamma 4 — ZO AwIO r , t ( 1 � M _ tMfN •glAllfMnMHtMe t•MR � mnnnm::m"minnrn" �- . 114. I• I' ,' J T'� TU ?uL92Mlr= `` A �I fit, /* ��0 ��� • =,low rry , y4,1 1r=� FENCING OW ,� '�z� Int 2 5 N t• � 3536 '�r � 0 *• � �4 26Q W dim8 ...." > _ 01111111111111111 ix I W � > �. o ~ NOTE: CONTRACTOR TO COORDINATE CONTROLLER �aN 6 fb ~ ANDA STAOF WITH A CAL-UNSE REPRESEUTIUV - .•xssc�s `u`°xar°"' W W MEMBER OF THE CITY MAINTENANCE wzu or= cc EP RTMENT. R.G.L. ,A:: Cl CLMTIOM 1221 cc �„ =..22. u _ Q NMTt ClWrWt•ALCL .Ij- wxrro" Dein•° 44 - sr-lr7As:oM '' i V REFER TO IRRIGATION DETAILS SEE SHEET#4+57 _• _ °� �_ • ° AND IRRIGATION SPECIFICATION SEE SHEET # 1 — 1- wn CAVM o•.= _ 2- CAL'!= 1..0 _ — '"�' IRRIGATION LEGEND i ° NOTE: THIS IRRIGATION SYSTEM IS BASED SYMBOL MANUFACTURER/OESCRIFTION MODEL NO. NOZ. FULL HALF QTR. RAD PSI Loss (:°a a UPON A MAXIMUM OF 3" WATER PER WEEK 0 b RAINBIRD POP UP TURF HEAD 1806-12-SAM-DRS 12 2.60 1.30 .80 l2' 30 W= p ( r"=.A-s+cum= (so.» APPLIED BETWEEN THE HOURS OF 9 PM a ` RAINBIRD POP UP TURF HEAD VNI 21-0 TERRA VISTA PARKWA AN 5 AML 5 DAYS PER WEEK. 1e2- 2- AM-PRSM-PRSSST/EST 1.00 4'2, 30 .0-AL SV—. n Lassts X V v RAINBIRD POP UP SHRUB HEAD 1812-12-SAM-PRS l2 2.60 1.30 .80 12' 30 — x 0 d RAINBIRD POP UP SHRUB HEAD 1812-8-SAM-PRS 8 1.61 .58 .30 B' 30 — fru MI ==°cas:: 2s-n � GTE VALVE NIBCO T-113 _ VM. =C russ=2 AvkztAbL: CALSENSE AUTOMATIC CONTROLLER CA-LOGO, SIZE PER PLAN- INSTALL IN A MYERS IMEUG-I-M-285 Q as. rwscu ►+A2:A= (M-SV-): O CALSENSE FLOW METER 220P-INSTALL PER NOTES ON PLAN Iles>°aAL wam nstimt. 1�•L ` --- C HARDIE MASTER VALVE 102 SERIES - 2" INSTALL PER CALSENSE RECOMENOATAION W— etCtt ms RrQ rAZQ B RAINBIRD REMOTE CONTROL VALVE EFA-CP-PRS SIZE PER PLAN W --- U. �� M. �� Q RAINBIRD QUICK COUPLING VALVE 330LRC W/ LOCKING YELLOW VINYL COVER ® ISO 0 FEBCO REDUCED PRESSURE TYPE BACKFLOW PREVENTER 1825Y-,6V-SIZE P!R PL.AA1 - - -- -- --- -- --- -- - ® POINT Of CONNECTION TO BE TO WATER METER PROVIDED BY LEWIS HOMES, SIZE PER PLAN W— uo. ---- Z— � Z' 3 Z 2 A�• � A, - � ----- AS APPROVED CLASS 315 PRESSURE MAINLINE FOR PIPE 2" AND LARGER Y AS 4PPROVED SCM 40 PRESSURE MAINLINE FOR PIPE 11" AND SMALLER AS APPROVED SCH 40 NON PRESSURE LATERAL LINE — -- �- AS A^PROVED PVC SCM 40 SLEEVE FOR PIPE AND WIRES UNDER PAVING OF -� DENOTES VALVE STATION NUMBER �L' N �►' �+� loll r 4 NOTE: SEE PLANS FOR FUTURE CORRIDOR. �� DENOTES GALLONS PER MINUTE DEMAND mm • V�_ - — DENOTES SIZE OF VALVE / INSTALL INSIDE Of ENCLOSURE 1-124-PC PERMANENT REMOTE CONTROL PIC , T T 1 1 ✓✓✓ TAIL AND TELEPHONE CABLE FOR FUTURE MODEM. _ - 1 - _ • - i" • � y, - •� YZ /J • a• 1�"- 4• � Ir I' Imo* III — 's 36 37 38 1 39 40 41 I ��P\ �► DESCRIPTION OF REVISION DAT[ CITY — 1 � I •I /yip / �`.\ Ar►ROV[O CITY OF RANCHO CUCAMONGA TRACT 13303 TERRA VISTA STREETSCAPE TRACT 13303 NFMTION PLAN LEWIS HOME APPROVED 8Y DATE: _ CITY ENGINEERC-E N0. 24953 DESIGN RES M ED by Land Concern. Ltd. DRAWN 1750 EAST DEERE AVENUE r T SANTA ANA CA 92705 �_ 9� PHONE (714)250-4822 SCALE 1":20' KEY MAS CHECKED RCE 100 DRAWING NO M.S W. EENEY DATE M=ILE NO 144 2 — .. SHEET NO. ,2-z OF 37 a. i I. EQUIPMENT TO K INSTALLtO At A MINIMTP OF 14• NON ANT S"Icroti an IRROSCAPtn. 10 1mott Ilic! It 141 too!!! 011 �10 PIMNIII 011111) MAD COMIC. VALVE BOX S COVERY S. WHEN IRIt IS RtXt TO A STRUCTURE •_. II►-"''� F ` RmoosC0,1 MIVALvt BO= 1 COVER (Ht. WALL. /v1L011K. ETC.) MOUNT TEST COCKS 01 _ i MARRED IRRIGATION GATE' HARPED -PRESSURE REGULATOR• PEN 04 1110111-STRUCTTR( S10E. _ ITS CLEAN BACKFILL - SEE SPECS. FOR I" IN LAWIN ~CNRISTY" flB BOX ♦ flBO 110 (OR EQUAL) 4REAS 00.1EI4T P�►,RA�•L-1C __To STitesz'r MATERIAL. 90S COMPACTION REQUIRED 3" IN PLANTBEDSN R , •'-� •••-•-�-----Wilt& rRtYtNTOR ASStMKT = s I IBE � FINISH GRADE LINE SIZED BRASS Il N PLA14T IEOSFINIS* WADI GATE VALVE NAS$ NIPPLE - TYPICAL (4) "tS = s li► _ - JIM PASS BD• ILL • TYPICAL (t) PLAttS NON-PRESSURE LATERAL LINE: 313L 40 ILII YI --- —BRASS NIntE = SNAKE PIPE IN TRENCH I z MASS WE STRAINER WITH N MESN PONCE SCREEN ISNAtiS UNIc) �( W'TNICK • Ir WIDE CONCRETE PAO _ PRESSURE SUPPLY LINE: SCM. 40/C1.31S ►IPI FROM PETER rREssUE ctllAToR tYtPEN NUitAER) IN, St0►E10MAN ATN( MNJM �I — SNAKE PIPE IN TRENCH ;I BRASS GATE VALVE WITH BRONZE WANOWMEEL RADE PIP! TO SACKFLOV ' FROM IOTER SOLACE FINISH Gum — ♦ FLOW ti T� P ROY I OE 2' OF CLEAN BACKFILL , _ ••°�o�•-••c"•,�•• � ::• 3/4" MASHED CRUSnEO _ - _ /v °. o'• ' • . AGGREGATE BASE MASS NIP►lt TYPICAL 12M TYPICAL • .' o - 1 o . . !I ! I _ u � CONTROL MIRES - BUNDLE AND TAPE II - •I � f;��.yv►u./rW'.f•Yi+•�•rM.d (2) PLACES • •. ••'•: ' • • • - .t ; : •:: I i AT 15 D.C. AND INSTALL ADJACENT loll .•: . .• , �• B0: COMPACTION Ir.tr.Ir CONCRETE TO PRESSURE SUPPLY LINE REou►P�o tMtRT ItOCXS nPltAt KM 40 PVC MALE ADAPTORS - _ (2) PLACES SCM 40 ►VC NAI( ADAPTORS 3/40 WASHED CRUSHED AGGRtGATE �� 0 TYPICAL (2) PLACES NOTE: BASE v LINE TO SYSTEMS 1. PLACE AGUEGATE PRIOR TO INSTALLATION OF VALVE BOX. F DW 0 .O (2Ass BO• Ill • rnICAI (:) Puc(s NOTE: 1. PIGTAIL AND LOOP CONTROL MIRE AT 900 CHANGES IN DIRECTION. GATE VALVE- 3" or smafier PRESSURE REGULATOR V14LVE REDUCED PRESSURE BACKFLOW PREVENTER TYPICAL TRENCHING CONIC. 1A011 /D= 1 C.L COVER NMKLO •IARIIIATION mcv• •cMlsn•R' lo: BIS! LIS w1EYERS : I T/ SPRIRILER • MILE PIP[ It MEUC-1-l-?seENCLOSURt SKCIFIIO KPtN VITN 41• ELLS ELECTRIC METER 1 SCM 40 PMC MlE AOAPIOR COLOR COOED MAP FOR VALVE T UN BO PMC 111THLOCATION INSIDE (PER. SPEC'S.) r — — — tuss u toxo tEIVyVboLLER SAM 11PRt I I WALL MOUNT CONTROLLER - I �� �) RAIN RICO» SUPPLY YELLOW MOUNT WITHIN ENCLOSURE. 'WA�T1l�• CONNECTORS 120 VOLT WAR L — — —J [ IN RIGID STEEL RUBBER Gr u►PLT Nt KEY STRUCTURE OR 1' IN LAWN MEAS PtR 12 QCV'S INCLUDINC NOSE IIARDSCAPING CONDUIT (PTR LOYAL C00[) SWIVELS. 36 IN PLANT BEDS ILECTRIC Coll VALVE ON-Off SWITCH AND 110 VOLT FINISH GEXTERIOR OUTI.ET',TU BE PROVIDED NY RJ1Dt INSTALL IN fIR1SN TIRADE EXTERIOR � CONTRACTOR. PLANTER BED ONLY 1S" Maxxiimuuss�} ( I LOCK NUT I A COMMON WIRE/CONTROL WIRES IN 3" FI SCM. SO PVC CONDUIT — .- --__-- -- — '� • _ PIG TAIL EXPANSION &A 9 S•• L- � 2' x 3' x A" CONCRETE FOOTING I e4► dab �� z li LOP (MIN. 24• LONG) MIN. INSTALL A MINIMUM OF 3" ABOVE $RAS$ ANGLE GLOBE elb d CRADE AND SLOPE TOP TO DRAIN SLIP BASE SOCKET OVER END OF WIRES R.. VALVE V/UNION I 'oA. `a �► v I;u ', AT A MINIMUM OF 2% I A' 4 —►LSTAINLESS srtcl n � — Ill's BRASS Niru STEP 1 BRASS 90 ELL scRty CLAMP MSS NIPPLE v► 12 otRccT tultAt PEKING To MINIMUM t3) PLACES _ STR••IBRASS MO• STREET [LL � VALVES: BUNDLE AND TAPE EVERY P WIRESrAPPROX. S/B• FROM ENOS•TWIST TOGETHE4 Q� BRASS NIPPLE - 4" LONGIi RADAR STAKE ` v 3/4' WSH(O CRUSNEO 10�� 1 15 FT. O.C. INSTALL WITHIN MAIN APPLY SEAIEQ t0 OUTSIDE OF SEALING PLUG-FILLACGIIEGATE t--'—� LINE TRENCH. WITH SEALER BRASS !0' STREET Ill (24" LONG) RIM' REFER TO DETAIL 110. CAVITY SCM so PMC N I PPL t _ NOTES: STEP t LPUT _•--•corfot 1 COIm wiltsiHssAv. CIDN�Aa11Eil tQlt MP6.l1lLN�EO 2NS ac�ONS MIO PEA M.•OC11il�OtiEZ CRIMP SLEEVE OVER WERE CMOS CRIMP SLEEVE W"TAON ZO %S 0,99"EO X11 V ELO %X -ME C%-IX TWSpEC?ot� PEQ V CONS'M&C?\OW AND CUT OFF EXCESS WIRE F\N\SM' 2 GOk"IS ANT%GL\AE WN\TE SEM\-GLOSS EWkMEL, COW% PEik GZ1( PULL BASE SOCKET OVER ENO AS FAR AS POSMILE SCN 40 PVC SASSY TEE PRESSM SUPPLY LINE COMMON WIRE TO BE WHITE AND CONTROL WIRE TO /EwCKIN COLOR. _ NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. STEP 3 s..� =..e ... ' CONTROL WIRINC SEQUENCE CORRESPONDS TO OPERATING SXQUENCE OF REMOTE CONTROL. �---� I. INSTALL CONTROL VALVES A NINIMUN OF It' FROM STRUCTURES OR NARDSWINS. VALVES AND AUTOMATIC SPR111KLER CONTROL UNIT STATION CONNECTION SEQUENCE. �PUSM SEALENG PLUG INTO SASE SOCtET SEQUENCE SNOW ON DETAIL is FOR REFERENCE ONLY • $EE IRRIGATION PLAN FOR I. INSTALL VALVES 11 PONT BEDS IAERtVER POSSIIIt NEIN TO SIOEWLRS. PUSH WIRES TO ENO OF BASE SOCKET CO ASSURE CORRECT VALVE SEQUENCE. I PRESSURE SUPPLY 3. ►Oct VALVE HOE AT Apt NKLES TO STI CTtRES OR NARDSCAPING. RUN TWO EXTRA WIRE (COLOR: URANtt) TO FARTHEST RCV FOR FUTURE USE. COMPLETE SEAL14G OF CONNECTION x LIRE FITTING 4. Putt AiWEGATI PRIOR TO INSTAIlAtION 01 VALVE 101. STEP 4 - �'-- PRESSURE SUPPLY LINT S- ATTAC)I •CM0ISTY• vALVt IDENTIFICATION TAG PITH APPOOPIIIATE CONTROLLER ANO _ VALVE NIAER , TO CONTRIX VIRE. MANUFACTURERS* P". NO.: (211) 724-04S0 RAINSIRO SNAP-TITE WIRE CONNECTOR REMOTE CONTROL VALVE WITH QUICK COUPLING VALVE WITH METAL STAKE0 SHUT-OFF VALVE a UNION/ MASTER VALVE AUTOMATIC CONTROLLER WIRE CONNECTOR GENERAL NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GOVEF.NINc) • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON FLANS WHEN 11 .5 • WHEN THE SPR1NfLER SYSTEM IS COMPLETED. THE CONTRACTOR. IN THE • THE IRRIGATION SYSTEM SHALL EIE FULLY LiuAkANTEED FOR A PLRIUD OF uNE OR RELATING TO ANY PORTION OF THIS WOR► ARE HEREBY INCORPORNTEG INTO OBVIOUS IN THE FIELD THAT UNINOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY'$ AUTHORIZED REPRESENTATIVE SHALL PERFORM a (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORIMANSHIF AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE PLANS WERE F%EPARED. ANY SUCH CONDITIUNS COVERAGE TEST TO ENSURE IT 15 COMFLETE AND ADEQUATE. THE CbNIRACTOk SHALL BE REPLACED OR CORkEC1ED Br AHF IRRIGATION CONlKACTOk r17 wt DESCRIPTION OF REVISION DATE CITY BE CARRIED OUT BY THE LONTRACTOR. SHALL BE BROUGHT TO THE ATTENTION OF THE C1rTY•8 AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORT REQUIRED TO CORRECT ADDITIONAL COST TO THE CITY. AP/ROVED REPRESENTATIVES PRIOR TU ANY WOR► OR THE IRRIGATION CONfRACTUF ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL RESPONSIBILITY FOR ANr r1ELD CHANGES DEEMED NECES`,ARr Py • THE IRRIGATION CONTRACTOP SHALL MAINTAIN THE SYSTEM FUR A PERIOD OF CITY OF RANCHO CUCAMONGA UTILITIES. STRUCTURES. AND SERVICES BEFORE COMMENCING WOR► . THE THE CITY • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION ` =� i';DA %.80DAILY DAYS AND c�a�_•_ TATER ON A DAILY BASIS. LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLAN' OF ON-SITE INSPECTIONS LAND CONCERN (714) 250-4822 TO BE SCHEDULED AT ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND • INSTALL ALL EQUIPMENT AS SHOWN IN DETAIL'S AND SPECIFLCATION;. THE FOLLOWING STAGES OF'INSTALLATION. TERRA VIS T A ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND ARCHITECT. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. TRACT 1 3 3 0 3 • THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES 10 CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS INITIAL PRE-J06 MEETING WITH THE CITY, AND LANDSCAPE ARCH I� TECT. THE ACTUAL LOCATION FOR THE INSTALLAl1DN OF THE BAC►-FLOW F•I:EVE"T OF IRRIGATION DETAILS REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. EQUIPMENT. MATERIALS. AND RUBBISH INCIDENTAL TO WORM BACK OF THIS • PRESSURE TEST OF IRRIGATION' MAINLINE PRIOR TO FILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE. ALL DAMAGE RESULTING SECTION. TRENCHES. THE CITY•$ AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCtilILL1 . FROM HIS OPERATIONS OR NEGLIGENCE. • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN COVERAGE TEST OF SPRIPOLER SYSTEM PRIOR TO PLANT INSTALLATION. • 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LEWIS HOMES 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE �E 001A lA _ ARCHITECTURAL PLANS BEFORE BEGINNING WORK. MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY TrIE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. `�� hQ APPROVED 6Y - DATE •� R4 't� AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORT PER THEM• S ,� 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PLANS AND SPECIFICATIONS. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER ��� c �� Ay'/. CITY ENGINEER RCE NO. 24953 PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING MORE. LIF 014 DIRECT BURIAL TYPE. USE BLACK. INSULATED WIRE FOR PILOT AND h O� C1P t? DESIGN RECD` D. • THE CONTRACTOR SHALL PROVIDE TO THE CITY . LIPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE 0: Ifo 12. S. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED THE JOB. A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS. WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT IS'O" "� ,V • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORT TO BE atLand Concern. Ltd. EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOE WALT -THROUGH._ INTERVALS. PROVIDE AN EXTRA PILOT WIRE TO THE END OF THE PIPE RUN .., - COVERED UNTIL IT HAS BEEN INSPECTED. TESTED AND APPROVED By THE IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST : FEET OF THE A DRAWN iT50EAST DEERE AVENI,'F_ sH T IRRIGATION NOTES CITYs AUTHORIZED kEPkESENTATIVE'. .• A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS.AND THEIR WIRE AND LEAVE IN VALVE BOX. _ SANTA ANA CA 92705 4 ` 9 �tY PHONE (7114)250- 4822 --4--Of.• THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS APPROPRIATE SEQUENCED VALVES SHALL BE LAMINWE IN MYLAR AND MOUNTEn FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING ON THE INSIDE COVER OF THE IRRIGATION CONTROLLE S. j �F L�E��� CHECKED DRAWING NO AREAS AS NECESSARY. NOTES CONTINUE : f C� --------__--- -- RCE NO DATE FILE 1#0 14-4 , 'Z .� . SHEET N01111' 23 OF 976 WATER METER, BACKFLOW PREVENTER AND AUTOMATIC SPRINKLER CONTROLLER ! INSTALLED AS A PART OF TERRA VISTA TRACT ' 13303 STREETSCAPE. REFER TO TRACT 13303 ' STREETSCAPE. REFER TO SHEET 2 OF 9 OF WATER PRESSURE INFORMATION OBTAINED FROM JOHN TRACT 13303, DRAWING NO. 1442 FOR KNAPP AT THE CUCAMONGA COUNTY WATER DISTRICT(714) " ADDITIONAL INFORMATION. 997-2591 ON 05-17-90. TERRA VISTA PARKWAY - _ POINT OF CONNECTION - CONNECT TO Z" TURBINE WATER METER FOR IRRIGATION. THE CONTRACTOR A Z 33 SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS !ri• — NEW WATER METER. A t V 0 FOR THE INSTALLATION OF N 3 WATER " W CONTACT THE CUCAMONGA COUNTY !yZ ch DISTRICT FOR COSTS 'AND INSTALLATION PROCEDURES. R ► s/4► Ily ' ,n,, :�L` ( N ��� Rh► A _ EXISTING WATER PRESSURE: 60.0 P.S.I. h - 6� — �w �. �u ch SYSTEM DESIGN PRESSURE: 46.0 P.S.I. Thr 3/,� _ _ "MuUJ -- — — — - _ __— PEAK IRRIGATION DEMAND: 33.0 G.P.M. t- - - — > —J mom �► 'I _ W _ —Z = _ - - _ z own- Q 3- PRESSURE SUPPLY LINE INSTALLED AS A PART OF TERRA VISTA TRACT 13303 STREETSCAPE. REFER TO SHEET 2 OF 9 OF TRACT 13303 FOR IRRIGATION LEGEND PRESSURE CALCULATIONS ADDITIONAL INFORMATION. Z SYMBOL MANUFACTURER MODEL LA0. DESCRIPTION NOZZLE RADIUS G.P.M. i ►.5.1. PATTERN / WATER METER► >� — 1� RAINBiRD 1812-SAM-PRS 12" ►O►-tN SPRAT IIEAO 12" li• 1.3 Z4 WAIF CIRCLE O1411 I812-SAM-PRS 12T 22• 0.8 f6 TNIRALRO I / ;v\ RSEVATIon — 1612--UM-PRS 1DLA-H 10• 0.8 >b HALF f 17V� 181z-SAM-PRS r ALF 1812-SAM-PRS BELT-N 8' O.N 2 Qn. to 11 Ori iZ_P s l 1812-SAM-PRS BFLT-Q M 0.4 it OTR. ONE (1) CALSENSE 2000 .3L - 32 STATION AUTOMATIC SPRINKLER 1806-SAM-PRS f- POP-UP SPRAY HEAD 120 IV" 0.7 ! QTR. CONTROLLER "A" MOUNTED WITHIN A MEYERS MEUG-1-1'' COMBINATION a 1806-SAM-PRS 1 1 1 1 1OH-LA !h• o-N wr REMOTE CO". VALVE �_ an ELECTRIC METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 MAXIMUM DEMAND tT G.P.M. VOLT POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE ® CALSENSE 2000 SERIES SERIES AWTWATIC SPRINKLER CONTROILEN WWI WITHIN METERS MEV6-I-IMNNti THE RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO BE ENCLOSURE.ELEVATION 121!3 1 . DETERMINED IN THE FIELD BY LANDSCAPE ARCHITECT AND CITY OF RANCHO • IuttMBtRD 'Efe�P-rRs• SERIES ELECTRIC CONTROL VALVE vtTN PRESSuK RECDLATING MODULE - SIZE PRESSURE 0 R.C.V. ►S•L CUCAMONGA AUTHORIZED REPRESENTATIVE. NOTED. m mm fjLL 0 RAINBIRO 33 OLNC WITH LOCKING YELLOW VINYL COYER AT IN L.F. O.C. t WATER METER 0.1 _ ■ FENCO 92S Y REDUCED PRESSURE TYPE BACKFLOW ►REVERTER - SIZE NOYED. Z— R.P.BACKFLOW DEVRCE �— t+H NiBCO T-113 SERIES GATE VALVE WITH BRONZE HtLHDRNIEEL - LINE SIZE. 3_� "TK Vµ� �- / -�� WAIED PRESSURE MAIN LIRE - PYC CLASS 315 FOR SIZES 2' ANN LARGER AM SCHEDULE N I= SIZES 11- AM $IN4.10 - ' _ -- "CtM�`!F 1.0 crZE NBTCD. - CALSENSE MODEL"FM" FLOW SENSOR SHALL BE INSTALLED INLINE, ONE(1)PER , BURIED RDH-PRESSURE LATERAL LINE PIPING - USE PVC CLASS 200 FOR LATERAL LAME PIPtNG INSTALLED WtTHTN PLAMTIM MESS.AEG.(FALL-OPPI - WATER-METE-fl,ASRE-0 MOTES,WITH TEN('t 0)OWIO S Of smseR-9MD PIPE .REAS Arm -vyC SC•ErrA A- 'OR WEM LILAC•1'1Mp :VV*_'Lt^*Wlt-"GP i MANN LINE LOSS JuL_ UPSTREAM OF FLOW SENSOR AND FIVE (5) DIAMETERS OF SENSOR-SIZED PIPE AREAS - sttE NOTED. L— HBMOTE CONTROL VALVE 4.9 DOWNSTREAM (PIPE SIZED AS PER FLOW SENSOR SIZE). FLOW SENSOR SHALL �.�.�� UNLESS OTHERWISE NOTED AS NEW, ALL IRRIGATION PIPE SLEEVES SHOWN LANDER RNAOINIT SHALL K PROVIDED AND INSTALLED BY THE STREET IMPROVEMENT CONTRACTOR. ALL NEW SLEEVES NOTED ON LATERAL LIM JA_ BE INSTALLED MINIMUM TEN (10) SENSOR-SIZED DIAMETERS UPSTREAM OR THE DRAWINGS SHALL BE PROVIDED AND INSTALLED BY THE 1RRIGAITON CONTRACTOR ! DOWNSTREAM FROM ANY VALVE, FITTINGS, METER, OR BACKFLOW DEVICE. - PVC SCHEDULE 40 - SIZE NOTED. PITTING LOSS 110%1 A_S _ WIRES FROM FLOW SENSOR TO CONTROLLER SHALL CONSIST OF ONE(1) BLACK raa:s UNLESS OTHERWISE NOTED AS NEV. ALL CONTROL NIRS SHOWN UNDER ROADWAY SHALL K PROVIDED AND INSTALLED BY TME ELEVATION I<OSSI AND ONE (1) RED STANDARD #14 IRRIGATION VALVE WIRES. FLOW SENSOR STREET IMPROVEMENT AND INSTALL ALL 11E11 CONDUITS NOTED till THE DRAWINGS , SHALL BE PROVIDED ANO INSTALLED BY THE IRRIGATION CONTRACTOR - SCHEDULE TOTAL SYSTEM LOSSES t�'1_ SHALL BE HOUSED IN A VALVE BOX AS PER IRRIGATION REMOTE CONTROL 80 IVC - SIZE NOTED. , PRESSURE WOUNtED AT HEAD: zs-o VALVES SPECIFIED ON PLANS AND MARKED "F.S." FLOW SENSORS AVAILABLE IM 11640 TOTAL MESsI>wE� _ FROM RICH MURRAY FROM CALSENSE LOCATED AT 2075 CORTE DEL NOGAL, INDtuTEs FLOW tN G.P.M. FOR ELECIRit toNTROL VALVES. SUITE J., CARLSBAD, CALIFORNIA 92009, PHONE (714) 458-0129. _� INDICATES ELECTRIC SPRINKLER CONTROLLER STATION NUMBER. 1Q•rp AIC STATIC PRESSURE AVANABLE: f3.0 INDICATES ELECTRIC CONTROL VALVE SIZE. IEG.PWSSURE AVAnARN.E IME-SETT: - �.�p WHEN RADIUS OF SPRINKLER HEADS. REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE RESIDUAL WRIER MESSUIIE: 17x1__ �� I- +" MbJh' GF, er ODT , CONTRACTOR SHALL EQUIP HEAD WITH A RAINDIRD 'PCS' PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. I I�� 40p ��(Ign}� �S )„��} Fti(�a{.( II�SP�.C��o A or �4 �-�J SELECT SCREEN ON PCS NOZZLE SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. �-11 �. _ 1�� �, I �y���1� stJ � CITY RESIDUAL WATER ��TG •�YS I&rTpf�_ or A044 � � PK ` t4n, I ► .-m� ; MESSU1tE REQUESTED: 1620 P.S.I. IN 1 ��i 1 I•'T'� 54W r �+I .I� �� – ���y� �1✓►tom fT�1"R 5 (� 1'• t I I :1 I 1 ' 4�. ( � �w ,z � P, i 1 Cads( Marg'„ "'"�'�.� b Ar'c , c'�' t I I,,:, 'T S. , L 5.0 A 't 1 .iCA Arlr ILLAGE:I w = ��DUPLEX, > - 0 A3 t1 2;o A4 N ® AACt .14�AO,L Q _ = cc VILLAGE � s6 A RES im _ ih• !4' Y �. 0 TOWNHOME �•2�o•u=r C 114 LLI LLI Y4 4 cn U-1 Z _Lu _-_ -- -- _- 4.j -- - =_ _ _- - - - - � - KEY MAP J J V = (l "PCS" NOZZLE SCREEN SELECTION GUIDE — _ 016 _ DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 � I CITY COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW DESCRIPTION OF REVISION DATE APPROVED: I _ FIAT SPRAY 8F-FLT - 6" BUB. 2' BUB. 3' 5' +8' O 8H-FLT 3'(1601 +B• - CITY OF RANCHO CUCAMONGA Q - ST-FLT 4' 5' +8' - - - - Q 80-FLT 4•.5• +B• - � - - - dodo Pagano TERRA VISTA NOTE: CONTRACTOR TO COORDINATE CONTROLLER 9 LOWANGLE 15 DE 10F-LA 1' BUB 3' 4' S' +1O TERRA VISTA PARKWAY MEDIAN W PROGRAMMING WITH A CALSENSE REPRESENTATIVE ANDA SPRAY 15 DEG toH-LA - - 51 7' +10• - - IRRIGATION CONSULTANTS STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. TRAJECTORY LOT-LA 3' 5' 7' +10• - i 106 W. FOURTH ST. TRACT NO. 1 3303 LOQ-LA 5' 5' +10' SANTA ANA •CALIFORNIA -92701 1714)835-2353 5 STD ANGLE 12F 1' BUB 2' BUB 6' ,' IRRIGATION PLAN i• SPRAY 30 DEG 1 ZTQ 8' +12' THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY TRAJECTORY 12TT 4' 6' 8' +12' Q FOUR (4) IRRIGATION VALVES E.G. A CALSENSE MODEL 2000-24 STA 12T _ _ e' 8' 10' +1Z' LEWIS HOMES ' 12T B• 10' +tr - �s<pRNIA [AND REQUIRE 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL 120 3' r e' +12' - - C,Q� S APPROVED BY DATE BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND k� �� M. SAF CITY ENGINEER RCE NO X495 _ PURCHASE INFIRMATION CONTACT: STREAM 5F-8 2" 4• 7" 12" +18" 30' �Q �, T� BUBBLER SH-B 5- 61 +18" 4' - �' 50-8 12' +18" 41 ti 2 DESIGN r, i � ' , RECOMMENDED LIC. NO. 1283 LAIC D �E-RN, LTD RICH HURRAY 5CST-B 12• +t 8" 4' - De r.-�- ��RI�SCape AIClhe Cec Peft!> hhv CALSENSE - - 2075 CORTE DEL NOGAL, SUITE J CARLSBAD, CALIFORNIA 9 SUITE WHEN RADIUS OF SPRINKLER HEADS,REQUIRED FOR PROPER COVERAGE,IS LESS THAN RADIUS SHOWN ON DR Aw 4 i - rM East deefe AMMie s T LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS' PRESSURE /•tom A �nta Ana CA 921 o f (714) 455-0129 COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL, SELECT SCREEN ON CHART ABOVE FOR -�C i/ APPROPRIATE RADIUS �l�Tf OF CAUEp�\ CHECKED (714)25�4W Fax(714) 752-24,5 DRAWING NO RCC NO SCALE 10:20' �� DATE ftlE No SHEET OF NOTE: NOT 1. LOCATE HEAD(• FROM WALKS. CURBS. HAROSCAPING, NOW STRIP. NEAOER BOARD. AND 1. LOCATE HEAD G` FROM WALKS. CURBS. HARDSCAPING, MOW STRIP. HEADER BOARD. AND EDGE OF LAWN. /2' ASOVE FINISH WADE EDGE OF LAWN. MI-POP SHRUB HEAD2. LOCATE MEAL 6" FROM All STRUCTURES. 2. LOCATE HEAD 12" FROM ALL STRUCTURES. FINISH WADE 3. USE TEFLON TAPE ON All MALE THREADS. ' S. USE TEFLON TAPE ON All MALE THREADS. 4. INSTALL HEADS WITH INTERNAL CHECK VALVE JIM/OR PRESSURE COMPENSATING FEATURE AS I - PER THE _IRRIGATION PLAN. PO►-U► F ROTOR FLUSH IN StED POP-UP TURF HEAD 10 IN" IN SE 1/2ED i WAGE " IN S00 J/ FINISH WADE MINI li i, IV OUR Ill IIi1I = I a. Yr Illl NON-PRESSURE LATERAL LINE & FITTING — MARLEX 90• STREET � I Ell : i • SCH 90-FVC NIPPLE MARLEX 90• STREET ELL SCM BO PVC NIPPLE ^� MARLEX 90• .STREET ELL (MINIMUM s" LONG) (MINIMUM 4' LONG) 6 ., SCH BO PVC NIPPLE SCH SO PVC NIPPLE SCH 44 PVC TOT 90' ELL TYPICAL (2) PLACE SCH 40 PVC TxT 90' ELL , (6" LONG) SCH 40 PVC 90' STREET ELL MARLEI; 90'-STREET Ell E SCH 80 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE FITTING ANTI-DRAIN VALVE AS REO MITI-DRAIN VALVE AS REQUIRED MARLEX 90• ELL NOTE: MARLEX 90' STREET ELL 1. LOCATE HEAD •• FROI WALKS. CURBS. W►ROSCAPING. MW STRIP, HEADER BOARD. AND NON;-PRESSURE LATERAL LINE i NG EDGE Of WIN. 2. LOCATE STREAM SPRAYS 6• F WM ALL STRUCTURES. AND SPRAY HEADS 12' FROM ALL STRUCTURES IN SHRUB AREAS BUT 6' FROM All STRUCTURES IN WOUND COVER AREAS. OMIT 1. USE TEFLON TAPE ON ALL MALE THREADS. HI-POP SHRUB SPRAY POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR or I � s t • 9111, It �S 'SNAP-TITE' ELECTRICAL CONNECTORS CHR I STY CONC., VALVE BOX 1' IN TURF AREAS WITH 2-60 EXTENSIONS A14D 2' IN SHRUB AREAS / FINISH GRADE LOCKING COVER, BY AMETEK — - FINISH GRADE COMMON WIRE VALVES --- - OR EOUAL. - - COMMON WIRE SENSOR _ UF14 / CONTROL — • • • • • WATER-PROOF _ - -_ -- EXTENSION O CONTRSI- VALVE CONTROL WIRE Y WITHIN CONNECTIONS --.- - = JUMBO BOX - WIRES ROOT SYSTEM 5 PIPE BURY CALSENSE DIAMETERS BLACK RED 10 PIPE DIAMETERS M.L. PER PLAN AMY LENGTH LENGTH — � I - -- �� MAXMU1X� �—30" MAX 14 AWG WIRE - j �— FLOW WATER FLOW IN I TO SENSOR MAINLINE EXTENSION MASTER FLOW BACK-FLOW WATER VALVE SENSOR PREVENTER METER 6.MIN. v PEA HARD I E / 102 AALSENSEJ - " �— •: v' •' -- --i - DRAIN GRAVEL FEBCO 825Y BV BY DEVELOPER 2' .�' � SIZE PER PLAN SIZE PER SIZE PER PLAN PLAN �-- ---- --- - - 600 Mtn. -- - -- -- CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION CALSENSE FLOW SENSOR INSTALLATION NOTES CONTINUE. DESCRIPTION OF REVISION DATE ArCITY CITY OF RANCHO CUCAMONGA , • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE • ALL SPRAr HEAUS AND 12" MINIMUM Of COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH - - SHAL1 FE 1N5 I ALLED JN HN AFFROFRIH`E r0F OF bODY BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH wItH THE FINISH GRADE. TERRA VIS T A PIPE OR EQUIPMENT. IN THE EVENT of WN EX SETTLEMENT, CONTRACTOR R A C T 13303 SHALL PERFORM REQUIRED REPAIRS AT HISS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE IRRIGATION DETAILS • ALL PIPE UNDER PAVED AREAS IS TO 6E INSTALLED IN A PVC SCHED. 4i. SPRAYING WATER ON BUILDINGS AND HARDSCAF•E. ADJUST ALL VALVE FLOW SLEEVE WITH 36" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. ON PLANS AND INSTALLED PER DETAIL. • PRIOR TO BACKFILLING IRRIGATION TRENCHES: • ALL QUID. COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GkOUNDCOVER khUA [A/I L.EWIS HOMES AREAS WHENEVER POSSIBLE% AND WITHIN 18" OF THE HARDSCAPE. ALL QUICI • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT - COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8•' 115 PSI FOR A PERIOD OF SIX HOURS. ANY LEArS FOUND SHALL BE �Q �� M• SA tt APPROVED 9Y DATE•S'`��' DIAMETERCNRISTY COMCRETEVALVE BOX. CORRECTED BY REMOVING THE LEAI ING PIPE OR FITTINGS AND INSTALLING W MATERIAL IN ITS PLACE. y o0� `�>v CITY ENGINESRCE NO ?4953 - i • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE DESIGN RFC 4MENDEDI?I!. MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND p r -: �(,� COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. Land Concern. Ltd. Jv DRawN 1750 EAST DEERE AVE�'�L,'F_ • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOWSHEET • SANTA ANA CA 92705 HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. 1� � - P4ONIE f71�)25O- 422 • OF CAS CHECKED - DRAWING NO pCE 000 _ DATE- - - - FILE NO SHEET NO. z V' OF 37 NOTE: ALL JOINTS SHALL BE WELDED ON AIJ_,wi: 1 1/2' SQ. - 9 GUAGE TURING AND GROUND SMOOTH FLAT FRAME. MAX. DISTANCE BETWEEN POSTS • 6'-0' WROUGHT IRON SHALL HAtJt! P t6GT1[APPLICATION: " Trr PARD/" REpt!) PAINT A1►IICATION: r TWD (2) COATS RUST-O-LIUHFOFeW TWO (2)) COATS SHERWIN WILLIAMS FLAT BLACK ENAMEL /00 THIS is A puouc.Lf MAtNTA1NED PtENCE . •'- 'M I S 17ETAt t_ NAS Xmlc Eo&Poc-a ovER F o •+Y OTHF-IL MSI(PNs , EXISTING BLOCK WALL v ^' Q _ n N N H s W N 'NCONNECT 2 1/2' SQ. POST TO WALL =' W)1 3/8' 1 6' (REA01-CHEM) RED N ` li* - 6 CONNECTIONS PER POST .i W/ 1'_LQNG ON SPACERS WHERE IRv TOUCHES ROCK WALL. N b*rid MOWSTICIP CONCRE TE F00TIrf4 �l �• I I u y• • SOIL COMPACTION PER SOILS RE I °;• RECOMMENDATIONS TUBULAR STEEL FENCING HYDROSEED NOTES ,. sTAu TN[E K•n*etc,R,. ""Mitt" M. I. FENCE 651•i6 rt,Arl) STANDARD cltY of rancho cucsmongs _. ;�„-t;.;� ftw,n,no 1. All TURfGMSS MEAS AS DESIGNATED ON THE PIANS SHALL BE DRAWING bol 0{S(A.AT10A rVrPOTE>. NYDROSEEDED AS FOLLOWS: N'� VV E. sum6R SCORE AT 3' iorramALS �.._+ _ 13 1 t. PREPARE SOIL IN ACCORDANCE WIN THE SOIL PREPARATION NOTE. SMOOTH ALL SURFACES. FINISH GRADE TO 1- BELOW ADJACENT WALKS. ""•rNRI� DRIVEWAYS. ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS / (:t c1rcN rm VActo I+'A/NM PON SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN r CITY ST1W TWIS L 1/2' SULLNCSE EDGE IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEOING. 1 '�., ,r • • 19* OWNER SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. 1E �.rtnr O. + FINISH GRADE r OtA. LOW PEit PtNE STAKES N' LOW '� _ 3. THOROUGHLY Nil AND EVENLY APPLY THE FOLLOWING HYOROSEEO NIX _ - � ►R STIR[RAPIN OF12* INTO»U�[STUM O AMbRo"a STAR! •,�w�l , TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEOING: v►�Et Say AI• ALIa STAKES WSIOE At10T SALL. (a PEA snctrtc.ttas _ s.��� ; � ,t!�' _ 03 MBAR� CONTINUOUS CELLULOSE FIBER 30 LBS/1000 S.F. • • i 'else LL. � a rw � ~MIT"M- V�1 Qt'j Il • t{• IIA. PK PTKORATto Pilot - flu N1TM 16-20-0 AMMONIUM PHOSPHATE I LBS/1000 S.F. lir• rSKo n (Loc Mels, FilTIFl"ruse ")Fllu a B +� � ltAiTA OP rtK ILOGATt til• ►Aa Tt11/it) � I r, w . z :� sle _ SATURATE AND COMPACT TO POUR TO 901 PRIOR BOU 31-0-0 SLOW RELEASE ) LBS/1000 S.F. - * * M ,• SOIL SULFUR 3 LBS/1000 S.F. BNP aw a CWW R.AIIRtt ' ,y �• �;'y Ai. gypsum 2S BBS/1000 S.F. u-:+-11110,11114111111 swim OR AloloE0M EDW.. BioRwftx � • W-MR;•i KcaEhn an a" W(DIE A1,JP 6 NI P MOW�TRIPS UNDP- SEED WRAL141fT tRaN FENUNg. SEED MIX PER LEGEND It LBS/1000 S.F. ` t`�� SKr`, WeVILL "is PCs Snttrtt:ATto11 $M ydlDH At.O (o" D"P MOW5T21P5 MTKEEN TUP-F MP etR4LtJDGOVERS- 0. HYOROSEEOEO AREAS SHALL RECEIVE'SEYERAL CONSECUTIVE WATERINGS 4 • ! D y�p•po yy,�� "� % ,�� i (off' Wtl *4p 6" vmp moNSTeIPS owwe" ro4NTE AtJD PuaLx THE DAY OF THE HYDROSEEOING TO THOROUGHLY SATURATE THE SOIL. ! • A � i �_ • z YTirt-loft AFTER THE FIRST IRRIGATIONS. WATER SHALL BE APPLIED AS OFTEN 1 Tvlu 'r°' uu nAK'cA A\_ruin PIT »a til ants nit AND IN SUFFICIENT AMOUNTS AS CONCITIONS 14AY REQUIRE TO KEEP � �, � �, l NtoTN a TNt or eau o tr THE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/ROOT SYSTEMS ! ! .T otLa M INIM of T14wT AS MAY BE,NECESSAAY FOR PROPER 6ERMINATION AN PLANT GROWTH. R. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGEptINATING CITY TREE STAKING CONC. MOW STRIP OR ERODED AREAS WITHIN (20) DAYS OF INITIAL HYDROSEEDING. ..oe•w•.,� TURFGMSS AREAS SWILL BE FREE OF BARE SPOTS AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. 6. WHEN HYOROSEEDEO TURFGMtH SS ME A HEIGHT Of tf TREE - P BEGIN MOWING AT A MINIMUM HEIGHT OF 2•. REFER TO MAINTENANCE NOTES FOR ADDITIONAL MOWING REQUIREMENTS. 7. REMOVE ALL ROCKS 3/4- DIAN. AND LAWN IN TOP 2. OF SURFACE ' SOIL IN MEAS TO BE SEEDED WITH TURFGRASS. •. TURF MIX TO BE COMPOSED OF; 4S',�lo J ,t�`1 • 4 4sxAPACHE),101 A-30 BLUEGRASS arr✓ • So' i� LOA"Cle9 fr1=10G' _ • • r - EL;1AT10N uta XERISCAPE ASSESSMENTSYSTEM SUMMARY _, EVfL L Nut t 1 WALL. �4 POINTS REFERENCE .o�f' 0,1110'r - - os.� - 2. FINISH GRADE. CLAIMED (Sheet N/Ref. 0) -�' ��. -' \ s. 3. EQUAL I. LANDSCAPE Point Value .r- -'' � ' EYEBOLTS: SECURE VINE TO MALL VITN S/r DIA. EYEBOLTS [ ] _-- _ _ _. _ _. _ IN LEAD SHIELDS- 1. HIELDS.1. Water conserving plants.[20] •1O '1 d-$ to ;�,�� M. 12 GA. GALV. MIRE: SECURE VINE TO VINE VITH NURSERYMNt' t �a'�`J � TAPE. 2. Turf limited to 25% (45% residential.[20] 1 '� 8 S. EYEBOLTS FOR FUTURE USE. NOTE: 3. Plants grouped by watering need.[101 10 • 3 / o o Y.Ltr r 1: ro Gin ra,y• 4. 6' x Be CONCRETE VINE COLLARS IN TURF AREAS ONLY- INSIDE I. ALL SHRUBS/GROUND COVER TO,1E PLANTED AT EQUAL SPICING (TRIANGULA&) UIILESS 2'� i"3 8. � , RADIUS OF COLLAR TO BE TWO TIPSS THE D1 W MR OF NAOTSALL OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS'. MI I , 1 Z. SGftb �ACII?V& &Vj^C .Wr "YM) PtI6P.1'TINCs•LIMITS SUCH AS GWI LS 4. Hardscape (non-irrigated) surfaces.[10] 10 oMe WALKS SHIM- *O No CA aSeJt To 'M&SE L.N'ht•rS 1tw �L TERRA VISTA PARKWAY A�st�� $PA�N� 5. Permeable paving.[5] NO .:C^I-PVINE ATTACHMENT . TYPICAL SECTION SHRUB a GROUND, CO /FR 6. Low-water turf varieties.[5, •� � -T a WALL �--� 7. Mulch provided in non-ground cover amas.[5] SPACING C(N G 8. Soil amendments.[5] f 8 Total Points Claimed: rg; [Minimum Points Required: 60L It. IRRIGATION[Point Value] 1. Low gallonage irrigation system.[20] 120 A4 9CITY DESCRIPUON OF REVISION DATE APPROVED 2. Automatic controllcr.[20] ,Zo � �•� CITY OF RANCHO 3. Designed to water plants by watering needs.[10] 10 z• +�• b � CUCAMONGA � 4. Soil moisiult sensors.[10] 10 � O 'TERRA VISTA� "° - TRACT NO. 13303 5. Rain sensors.[5] UL ism 6. Wind sensors.[5] -. 7. Sensitive to slope factors.[5] z♦3 CONSTRUCTIONDETAILS 8. Reclaimed or recycled water.[5] - OF LEWIS HOME Tbtal Points Claimed: b9 APPROVED 8Y: CITY ENGIWEE RC.E NO. 4�� [Minimum Points Required: 601 DESIGN RE C E DIED B� tLand Concern. Ltd• DRAWN 1750 EAST DEERE AVENUE SH T SANTA ANA CA '92705 B 9 ._ PHONE (714)250-4822 °F CHECKED DRA G NO • RCE NO 1":209-00 DATE FILE NO .� SHEET NO� .zs OF - ,57 all TREE LEGEND PLANTING LEGEN6 PLANTING KEY SOIL AMENDMENTS SYM QTY 24" SIZE 15 GAL O.C. A BOTANICAL NAME CON40N NAME ESP. ESPALIERED FOR TURF AND GROUND COVER PLANTING. _ _ THE FOLLOWING AMENDMENTS — = GAL. GALLON CONTAINER SHOULD * UNIFORMLY BROADCAST AN TWOROUGHLY INCORPORATED TO A AJ 4 4 — 30 ALBIZIA JULIBRISSIN SILK TREE G.C. GROUND COVER MINIMUM 6' DEPTH BY MEANS OF ROTORILLER OF EQUAL: CA a9 19 20' CARROTW000 O HT. HEIGHT T SEE PLANT LIST OR LEGEND A LANDSCAPE ARCHITECT ANT /1000 SQUARE FEET ,�[p�I(IOP�S�NACARDIQDE� - L' � I SIZE OF PLANT MATERIAL ' L.C. LANDSCAPE CONTRACTOR GALLON OR BOX ISTE PC 5 5 15' PINUS CANARIENSIS CANARY IS. PINE MIN. MINIMUM i CU. YDS. NI�EN STABILIZED ORGANIC NBI MXNT M.T. MULTI-TRUNKED QUANTITY (IF PLANT DERIVED FROIT REDWOOD SAWDUST. FIR SAWDUST, OR SHRUB LEGEND O.C. ON CENTER TERIAL CEDAR SAWDUST RWD. REDWOOD- QTY.QTY. 5 ZE D.C* BOTANICAL NAME COM�ti NAME �►` S.L.A. SELECTED BY L.A. 15 IBS. 12-12-12 COLMERCIAL FERTILIZER ♦ SPEC. SPECIMEN - AA lta 5 GAL 2' AGAPANTHUS "QUEEN ANNE" LILY OF 'THE NILE I= SP. SPREAD NOTE:REFER TO SHEET 6 FOR THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN ` DETAILS A SHEET *, TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: NO 5 GAL NANDINA DOMESTICA HEAVNLY BAMBOO ;JAN;lNg R T I LIG SPEC i F I CATIONS. t►� 3 PLACEMENT OF TREES SHALL BE ,1 i PARTS oY VOLUME ON-SIDE SOIL RIS ?5 S GAL 4' RAPHIOLEPIS INDICA "SPRINGTIME" INDIA HAWTHORN APPROVED BY THE CITY INSPECTOR. 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC NIE110MfNT O 1 LB. 12-12-12 PER CU. YD. OF MIX PTW ''76 5 GAL 4' PITTOSPORUM TOBIRA "WHEELERI" WHEELERS DWARF 2 IBS. IRON SULFATE •PER CU. YD. OF NIX THE ABOVE MATERIALS MOLD BE THOROUGHLY BLENDED PRIOR TO USE FOR XGC. _lb 5�t. �� X1�5�1�► Col-I�,���LJM GSA _ X`(i,06H� .•�.. � BACKFIt.I PURPOSES. • q� GROUND COVER LEGEND ' y - LAB WORK PERFORMED BY SOIL AND PLANT 6ADDRATORY, INC. . SANTA ANA , 4 OFFICE (714) SSS-8333, LAB /98125 ON 3/27/87 FOR LEWIS HOLIES. r ON-C ENlr-pS S�KIIV�o c.Al-rEFL1A HAS paN�= NGS OVER e3�4NTITIfcS INfl1CJ4E��� ` -'� TERRA VISTA. Ttl�i PASS SEE NtO�OSEE0110TfS �E lMtET � WHICH ARE. FOtZ P,5ip pVfZpo��S ONLY. (,iYP•) ' 1� ILllb�I4 'f^'j1/l�t GOV4RtIN: nG�H 6lV/KD"itY/taGrrq MtJlG,r1 A5/Wr/WO&UiT440 or&Wff/�lAf'W/K/�E/r/ES�O/C�/✓&B� W t 4��✓✓R�l'�NN p'/4� X33-.ISG,aY�G�rf'/IR9� iti- t rE: AYE • j � � i�• � •� ' • • NOTE: CONTRACTOR SHALL PLANT ALL TREES �irn�L rusM/r,+ ,�c/m / WITH ROOT BARRIER PER CITY STD. DETAIL �O 73 _ � ' , (605A). ANY TREE WHOSE TRUNK CENTER IS ` A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE '—�/ --r - THEPLANCITYWINSPE000TRBARRIER APPROVED BY - WALL LEGEND E PRECISION BLOCK WALL OTE: S E LEWIS HOMES FOR WALL W + ••••••••• STUCCO BLOCK WALL PLANS. HARDY oc AVE. ----- SLUMPSTONE BLOCK WALL »••-••»«»»• PRIVATE WROUGHT IRON FENCE PUBLIC WROUGHT IRON FENCE 105 m _ • _ 3 �� • R .o lv 8x6 CONCRETE Mf1W cTcrn _ L • W • . 87 - _ -to IV* • O w W IS • —W 95 fl. e2 96 x 8t W W CA z `• • w s• 4J :� o GREENWAY LIMIT F W R TRAIL SCALE Im.20' ta �- A:i = Q = /PC'\ �o If rENGE W— - O _ 00- Q- MOUNTAIN _ VIEW DRIVE W /0011 rI . . . U. E l W IF C� >. DESCRIPTION OF REVISION DATE CITY z I 3 ' 4 I b ! d �o r►Rovco i � 1 Z - ! 9' CITY OF RANCHO CUCAMONGA _ TRACT 1330 , TERRA VISTA Q V ��► Itlillll 1111 1111 illliililitllllll i 4... ,�y STREETSCAPE MATCHLINE SE SHEET TRACT 13303 a VINE LEGEND -' PLANTING PLAN SYN QTY SIZE O.C. BOTANICAL NAME COMMON NAME LEWISHOME ' BUCCINATORIA RED TRUMPET VINE APPROVED 8Y: � ppTES'e�4C-9' DB 9 S GAL. 15 DISTICTIS BUCCI CITY ENGINES RC-E N0. 24953 CA 8 5 GAL. 51 CISSUS ANTARCt! A KANGARUO 1REEB!NE (o DESIGNRE N o { J and Concern,Ltd DRAWN 1750 EAST DEERE AVENUE s T SANTA ANA CA 92705 PHONE (714)250-4822 --7 * 9 KEY MAP CNEC«Eo DRAWING No NTS M.SWEENEY 'SC'ALE: 1 .•20 RCE No /��Z—` DATE FILE No—� - SHEET .zo OF 57 -� - TERRA VIS�'A P ARKWAY o _ _ _ TYPICAL TYPICAL STREET GH��STOP SIGNAGE W IN FIs ulA J _ • e e m �� • e 0 v � .. � v� A � 0 a e 1 • 0 v o .. _. ..................... t NNI NININ :.,. ., t r - V � ....yy•., J'.�'ice' � / _' CA o �/ 1 NO {2J j AJ 1 1 ry 1� �q Q 25 I _ YYPI 36 7 •.. - 1 ' cA 35 t ,ASTRE SIGNAGE 28 -5 , AJ SOIL AMENDMENTS W A W ' . 6 FOR TURF AND GROUND COVER PLANTING. THE FOLLOWING AMENDMENTS AJ SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A C� (o - MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OF EQUAL: cc - Q p TREE LEGEND - 0 FE=rlGif�}C� (p AMT./1000 SQUARE FEET SYM _QTY 24" -SIZE 15 GAL 0.C. - BOTANICAL NAME COM14ON NAME 6 CU. YDS. NITROGEN STABILIZED ORGANIC AMI+IENDMENT PLANTING KEY DERIVED FROM REDWOOD SAIIDUST, FIR SAWDUST, OR NOTE: CONTRACTOR SHALL PLANT ALL TREES CEDAR SAWDUST Aa 5 24" � ALBIZIA JULIBRISSIN SILK TREE WITH ROOT BARRIER PER CITY STD."-DETAIL (605A) . ANY TREE WHOSE TRUNK CENTER IS 1S LBS. 12-12-12 COMMERCIAL FERTILIZER MG 13 15GAL 20' MAGNOLIA GRANDFLORA OUTHERN MAGNOLI A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE SEG PLANT LIST OR "SAMUEL SUMMER" PLANTED WITH ROOT BARRIER APPROVED BY Q THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN T LEGEND THE CITY INSPECTOR. ..., TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: 5' I SIZE OF PLANT MATERIAL VINE LEGEND GALLON OR BOX SIZE 6 PARTS BY VOLUME ON-SITE SOIL • QUANTITY nF PLANT SYM 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT TERIAL - QTY- _ SIZE O.C. BOTANICAL NAME _ COMMON .NAME 1 LB. 12-12-12 PER CU. YD. OF MIX _ 2 LBS. IRON SULFATE PER CU. YD. OF MIX CA 8 5 GAL. 15' CISSUS ANTARCTICA KANGAROO TREEBINE THE ABOVE MATERIALS SHOUID,BE THOROUGHLY BLENDED PRIOR TO USE FOR .. BACKFILL PURPOSES. NOTE: REFER TO SHEET 41P FO P NTING DETAILS a SHEET 9 F R PLANTING SPECIFICATIO S. PLACEMENT OF TREES SHALL BE W- LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY. INC. . SANTA ANA • APPROVED BY THE CITY INSPECTOR. OFFICE ARM VISTA, 558-8333. CAB M98125 ON 3/27/87 FOR LEWIS HOMES. o- GROUND ER LEGEND m' Q- PLANTING LEGEN[6 _ TURF GRASS SEE MYOROSEED NOTES - _ NOTE: LM h f"Mc+r Ca�i� qr"Cq,Ie i+�G'.SjlR Mtte�I �j„�� _ _ ESP. ESPALIERED _ _- W� — --- — — - GAL. GALLON C 0 N T A I N E R /t5 Mme•�br05t/Aa•���I',e� _ - Ow"oly r/^ C7/��L33r-�J6" O C/lY�1fj"I'e�t'Fd�//�L. G.C. GROUND COVER M�l � co/rT"� Tri&� I�AsirMP�P�/�1�1�P HT. _ HEIGHT ���o✓nc w iN W- R/ L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR Z" MIN. MINIMUM _ :31�_ OTE: SEE PLANS FOR FUTURE CORRIDOR. M.T. MULTI-TRUNKED WALL LEGEND O.C. ON CENTER _ U. RWO. REDWOOD SA.A. SELECTED BY L.A. PRECISION BLOCK WALL 110TEt SEE LEWIS LV— SPEC. . SPECIMEN ` SP. SPREAD STUCCO BLOCK WALL HOMES FOR WALL S . e 0 o s w ro e • e A wmp •---- SL ALL PLANS. Q ao ao ao .o �o m co . e Ir ilit 44 _ ., ,_ 6 ;it,IiIi _ _ - sr x N BLOCK W ""' IYATE WROUGHT IRON FENCE _ - PUBLIC WROUGHT IRON FENCE I . �� 38 i 39 I I 41 J`��i► 38: I T I I -IS DESCRIPTION OF REVISION DATE ArC TY CITY OF. RANCHO CUCAMONGA _ TRACT 13303 � TERRA VISTA SHRUB LEGEND �? �- STREETSCAPE SYM. QTY. S;ZE O.C. • 06TANICAL NAME COMMON NAME TRACT 13303 PV 104 5 GAL •4 PITTOSPORUM TOBIRA VARIGATA I T 0 PLANTING PLAN. . LEWIS HOMES - APPROVED BY:" - = DATE:'s` L 3' NANDINA MEST HEA�IE1lLY BAMBOO' CITY ENGINEE Ill NO. 24953 !� . 100 5 GA 00 ICA _ ' t DESIGN RECOM EN D aw RI's: ft9 5 GAL 4' RAPHIDLEPIS INDICA "SPRING TIME". INDIA HAWTHORN. ~ I �\ I �= Land Concern, Ltd DRAWN 1750 EAST DEERE AVENUE s r Aq' til 5 GAL •3' AGAPANTHUS "QUEEN ANNE" LILY.OF THE NILE! � • SANTA ANA CA 92705 Ag PHONE (714)250-4822 �`--- ' ��I KEY MAP CHECKED RCE NO DRAWING NO SCALE 1".20'ff NTS M.SWEENEY1�,�-Z . i� uR�bS�S ONLY. DATE fllE NO SHEET NO. 27 OF 37 — _ _ don wlPARKWAY VISTA TERRA �V - 1� :� W V� Ti 8a E F\ .J 0 1 G Qr-S _ wo 3'15 � V oop 3: 5vu F- N 's TRACT 13303 � - 0sow 7w - O ~ Q AmAL, PI•At�f QUo1T1" %&tA. ee �6etD afl Ttl, Ih��� sPAdl f SCALE 10:20' Ogo- NOTE; REFER TO SHEET' 3 FOR PLANTING LEGEND SHRUB LEGEND ago PLANTING DETAILS a SHEET # 9 J wo FOR PLA(JT I IJG SPECIFICATIONS, ago PLACEMENT OF TREES SHALL BE ESP. ESPALIERED SYM, Qty, SIZE 0.C. BOTANICAL NAME COMMON NAME Q APPROVED BY THE CITY INSPECTOR. GAL. GALLON CONTAINER G.C. GROUND COVER 0. HT. HEIGHT EFTS- 5 GAL 3 ESCALLONIA HYBRID DWARF ESCALLONIA GROUND COVER LEGEND L.A. LANDSOAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR "NEWPORT DWARF" MIN. MINIMUM PTW �114 `,�4' PI TTOSPORUM TOB I RA WHEELERS DWARF , "WHEELERI" _ MULTI—TRUNKED .. I M.T. MULTI TRUN j y USE A 4" 1HICK CUVERING OF O.C. ON CENTER TJ t GAL 18" TRACHELOSPERMUM JASMINIOIDES STAR JASMINE uMEP!HP GRIND SHREDDED MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON RWO. REDWOOD I =� NURSERIES, ORANGE, CALIFORNIA (114) 633-3666, OR CITY APPROVED 5,:.•'1. SELECTEn Ay i A. 764 �\ `J� EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR SPEC. SPECIMEN APPROVAL BY CITY INSPECTOR. SP. SPREAD 9�� E PM 11640 NOTE: PLANTS SHALL BE LOCATED 1/2 DIAMETER OF MATURE GROWTH FROM 10.0 AC. EDGE OF PLANTIN KEY �. G - - TREE LEGEND Y /' NOTE: CONTRACTOR SHALL PLANT ALL TREES SIZE . COMMON NAME 1 N �• - '� y1, P SYM. QTY. 4 4 0.C. BOTANICAL NAME (�. ` 'i i i'I�� (�..• �i ;_` _ WITH ROOT BARRIER PER CITY STD. DETAIL --- SEE PLANT LIST OR ' ' ' =-' r, $ " ' 5.0 AC. t (605a). ANY TREE WHOSE TRUNK. CENTER IS LT LEGEND t�' < l• A MIN. OF 5 FT. FROM HARDSCAPE SHALL, BE 5' I SIZE OF PLANT MATERIAL =�''� �'1 � ''- •.:� _ -''' '"`' MG IZ IZ 20' MAGNOLIIF GRANDIFLORA SAMUEL SOMMER rtt�� t �'"•' PLANTED WITH ROOT BARRIER APPROVED BY GALLON OR BOX SIZE ,t)zu ,�; ;±--�• ��--- "SAMUEL SOMMER" THE CITY INSPECTOR. QUANTITY OF PLANT MATERIAL v — - IL:LA<;E1 \DUPLE X°,',_ . RACT .14 A, O. 9 -6S UNITS- •; _ VILLAGE '5:9 ACRESy � TJ TOWNHOME w KWAY > ' TERRA VISTA oC N.T.S. 0 m — KEY MAPul W e * ♦ } 4 ♦ • t t• t Y 7 t ♦ * � •t .i w UJ ? > T Ma J J J 0_s Ti Q DESCRIPTION OF REVISION DATE CITY A PP ROVirO CITY OF RANCHO CUCAMONGA Q TRACT 13303 TERRA VISTA D Q TERRA VISTA PARKWAY MEDIAN w TRACT NO,. 13303 PLANTING PLAN SCALE 1'°:20' L-EW HOMES 's SwF APPROVED BY. DATE. _ CITY ENGINEER RCE. N0. X53 1.1C.NO. 1283 DESIGN C4 RECOMMENDED •Z•• Z &hn and Con m, Ltd • DRAWN �7W EAST DEERE AVENUE SH �S SAWA ANA CA 92705 --8A-OF 9 fy� of cPma CHECKED PHONE (714)250-4822 DRAWING NO RCE NO DATE FILE NO SHEET OF . - __. _ . (A) At the conclus ion o+ tree pressure test, the neap Snell be - - - -_ ..-. _ -. .. _... - - .... - - - .. _ -----I--_. - .... - ... - . ,notal led and tested for bperat,on ,n accordance ■Ith tie%,on So STAK000 YATOWA•'S b. At the and of the IN day Malntenance served all w6terssi basis% SCO►E 1. PCM requirements under normal operating pressure. Contractor shall A. Tref Staking Shell be AS per MN 11. is 1• areas Shall be lo"ltd to finish #rade •M the ISN irrngth all wtlrtah, egwipwwwt, services. SrpeewtS,M, traMPKtasM, verify Meddae ad pressures .,in Pitot tube and adjust valve t0 SMIww I be Swith the specific sed. Famish easttMtOlt all COhcrete week COWIV" " imditatN M the Correspond with design pressure. A" labor cry to perform •11 vngatite rose hf Complete, isclue,nt: O. Ties /for 1414,91 trees ghall be'ss per dlltall. drwhnts dM wo. �r�fM,er%spec,/stations. Service •nuals. record Orawl"S, loose ft wA drwhfyS and Specified twclullnl A. Frraish and set a•1 reinforcing Stell, belts. aswcMset►. 040100"t.t, guarantee., materials, ainstaelotlMK4tAOM AIA SOIL•10PARAT10N. A. Isswdfatelo Nter pT,Mttwt, "ter flfdll If fID►lied Mfatlfb tree IiIO ORAWINGS AND lE'Cl1CATIOIA (1) All settles On %tattowary pep-up SorsMlKs Shell be titkte"gf th M A. Contractor ,s to finish grade to within 1/10v feet Or 1' by Want of a hOWpse. The WOW shell be Osad to a modr"te O. Install all sten "i t"by other trades ethics an to be Chet Imb •ftfr installation. All sprinklers having an adjustment stew boor bevtM where Pavettg exists. ftree in the pldhtlat MISS tehtil the material about the ►sets Concrete. A. the intent Of the lrar,ngs and specifications IS t0 iMicetr and tell be • josted on • lateral line for the proper radius, is Completely saturated from the bttei of the belt to tiedhe t specify a Complete and efficient Sprinkler irrigation system. diameter and / or gallonage. OI the grywM C. Concrete fr strips, IeOttsls ter Walls, IOnitfml, batcsea, otc.. 0. f est - The tomtit fell eot be bly Com wNls Nip when applicable. O- plot d+wess+ons are apro.,wdte. Contractor shall urefvlly Check Irl SyrtMiK Mads and risers shell be installed according t0 oc stun Content 1S it pest that evethat d sbe ill felt i will 9, waters %ystem Co~ a motored uttered y Moires of with Sade wrst/dil dM verify all Ndw"sia*e And shall report any variations t0 city. buffs. etctr.ha and not when it is ad try tet lust will Iprw M the mfr K tet CIedS will set brook readily. Yater %MI1 M appitM f/ Water system shell be wttrN by Wass of • Nese. At Iremw"ts N WbflctiM 3.31 standdN fpecihu- /M C. Ore to toe Scale of the Na.+ngs. it is wet possible to indicate all& SOMAL t. valves_ eccotinry a prwida ideal wipsure content Ier tilling and formail . t1/sits, fittings. etc., whore Maybe required Contractor shell gal antral. C. Apply Water M fulf Sithe[ grdntKies, von K MSM M Seefwadl All r grew construction, fell apply except as spec[lied herein, offsets.Y ittingsgaet the Which and finessed ontractor (l) bemett Control valves shell or adjusted s0 tet the most remote below tows tot sets. to keep the and pla wet: . •11 [twos, be Ntectlly all hit wry, and plan hat Wart inishcaccordingly. Drawings are Sprinkler Mads op*aace 1t the pressure recommend" by the head C. hnNfwiaarjr lredln% - Prel/story goofing Shell b dw to swKb balOe the roes fosse[ Of pass and t cow". Care is b b rATO11AL5 rally •ll a'sratic and ima,caltre or let Wart to be eta rots manufacturer. bemote control valves shall be adjusted so & v sooner ai to anticipate the fielsh radial. locals soils sales in wteri"t Slopes So as set to corse erosfM falmrte. A. Pp.t1And cement [hell cehforw ta ASIM CISO, Type 1 M Type II. Tse wry shalt rye installed in the most direct and wrtnentut wiiorw distribution Of Water is applied by the spnntle. Mads fell be removed Or rad ill" Sol] belprt epr eleted M 0, FellS. the plMtfa?Of pyre Leve+ ►1Mts /wrwtssed iw toner, so tilt cpafluts bet."^ sprinkler sritemn, plentin9 and if the planting areas for each indtridual valve system. hrtilfeN •M rind. Yhe►e Sol] tt to M replAcN ti Plants flats, each plant shell be tuwdtately bad the Dull lly watered by Architectural teconfli will be enO,ON. a"rich, allowance shalt be wade so that when finish trading w!M of a base with a slew-running Stream of water. O. Concrete •"0 fir shell cOhforw to ASTM-C33. So.SERV HANtures (2) oit(k coupling wolves telt be set •ppro■uwtely 12" from volts, has Metra, then shall be as deficiency In the specified depth 11L1MSTAK� C. Water shall be cleats. free ,row Strong Kids. alkali. elm M 0 go is Curbs, ringfte,fdofoares, or paved valve antra besucapplicable. Vertical N rlil - ore al bods. Ca*tr•e for shell furn,sn two (t) %omerine mIo"wels to city. Mdnwls maybe partitioning of ytr+ci coupling wives Shall be such tett sleeve Stake all non-and" orbs at tis of pSol III by plecfag ftthe to the matter. loose leaf and shalt coota,n complete exploded drwings of all equipment top will be /fuss with the ed #no ' &hth ggrad AS i broun co O. iiRviledsaf - Wore aid during) dug byoy did otsia pshns, •/1 prepared held oak driving It a thou scro pyre. 11Mt the tree he O. Admixture for •11 fermi! cMcnte shell be SIVA Csw.ul Cw.P'S lost lied shoring components and catalog numbers together with the Neer the curl is nteellstiee and l" ebore grave ,^ ground corers s and excepts Shell ee M out by the otos and P disposed M mmnufactunr's name and aotrns. Aed+tional sneers matt cover oporati0m erNs. � NI site (except those Walls and trnsH set of the Perennial close to the sake n pestiNe without Crowding the r'OetS. FastM the 'dmixowes[' N approved Conor. "plied sir Strict Otcolcco C r with oftofocttons simple and to M vndtrseood without specializedhalColt' type, less than 2-1/2' high and not blaring sores, watch May be brae t0 the wpptr sad O/ Stave a at 1NSt three places tesi*i 11-it frac . w'wftimot* o hpproved t tnorlN90 I. valve_Oo•ts turned tender). Oats wen then 2-1/2" high and not bearing s•ob boraces. My be turned wader. Perennial used Ohd grasses to be removed S4�� � ��i (i) S/lve hre eone-halfha ll r sit nnr- lf tech ore,the laclude, but are not limited t0• the following - festgnH" finish grade to la.n arNs and two tw adInches (2"1 abrt All trelhuMor* N b ea s • states v * wvld from ptaatf and the 01"t$E. Reinforcement reinforcing steel ASTft-AIS and AST"-A709_ fill, Dfastenedll be fastened and [reac trained against tracer Or wilt •s directed by the WnfarricAS1M-0118S. Convector shalt or ore from (ITT • sola• traMParenty o/ (he finish grade in ground cower are&% hest Grasp Pwwctwre view Della% Grass MKtord plant f. F�rM ( Alfalfa Johnson Grass "Ire heed Morning Nory Ctsv. (1) LteSAer SM11 be 'cMStrrCtiM exude' dergiN fir. Sprtntler layout and►wry the e•Ott "as built" arrangement including at,���• (1) Plywood used for forming SMII beat INs[ t. fir. [sick• aid edge 1«•t,ons of All tqu,pmtnt ,nstallN. L«•t1on$ $MI1 ce $nor^ frpir 111 pewit bats sof 4-6" sea. hosts, aures• op surfaces Sand St. Atetwstshe Gross :labimatrr.t.r+T� Ns,let ,Mentif,ee permanent features sych a% Sprinkler heads. buildings Povsng shell ee •-6•' eror Loose newts. top surfaces tell be sealed area holk% The 'as built'- d,e.Ing% shell be drafted a%loy,ng • flush wiin items listed above. E. All planting arras shell M %cKffsN to • depth M ly taches in addition to any other certiNcoet sec+tied, Contractor Sho11 Iuontts 1po G. E■PoMIa* joint f111K SM11 conyo*m with ASM-01751 (preweldN! cewpettnt droftspe+sor After final inspection and before find` payment• below2on leads rind the prior too the ripper hoer an treater than • certquantity, ateAnd withtype each delivetergal a of bulk he mtel• Stating the tette!. G. Automatic Controller Location and I^statlCt,a, 12 inches M canteb prior to placiwg cpMlseher and gteastttY, and type o/ material and that the rternal confident to the the myler shell bet delivered to city - fertilizers. All rocs &" debris move then 2' en diameter shall SWIFICatton requirements, for bulk deloverN Oregon IC fertilizer, the 4■CONCRETE Se LOOSE�OIl�AIENT 1) t«etYOWsn,O.rcontthelep1A^halt be tmsta,IN at the eprox,mate be removed from the tete. certificate shall also state the volume, set Wight, percent of pit Ogg F. Troechws - If Sprinkler System is installed otter Ns and and Percent of Phosphoric acid. for each fertilizer dM toil A. IIS Looe %pr nblin euv pmt^t, operate des and span harts oil I be p conditioner• ro costsInen, • similar certificate K IMO,ce shall be —� g y :t, All local and other applicable codes shall lasts Precedence en er�tili too IS completed, the .pore portion N the bKYfi,i furnished Stott" total quantities by weight Aria Nitewe fon OaCh ll) Cenvacter Nswtet resPoas,►il sty for the design h. and f.ral%hed by [ire (h^[.acro. ,n Quantities as snow^ o^ plans or en gontra for the N" "SM ultimate strength es indicated a K -opt( cOnc shall LM provide role oto controller service to the controller. {hall be res ►N and fertilized t0 the dopt%catio specified or the Gey tell prorlet power to controller. Contractor shell ora rlgwlrN, to conform t0 the Specsfiutia*s. material These certifiuteS tell k Submit ted to the1. •M city %pit ��� ORADM #rIQf t0 fon $tart M LM rinttMMt Per+N_ specified Mreln. Complete hook-up t0 controller 11.POW"O1ADM 22.PROT TON (1) Concrete, minimum 2A-day ultimate strength tell be 1000 PSI. (3) ANdy-w,•" concrete shall conform tc ASTM-Cg1. A. The entire sprinkler sy%tww SMII be d"coMitio'ally gwere"teed by ,31 There telt be adequate coverage of earth (18" minimum) over the LOALreccor shall carefully a"contln~ly protect •11 •ryas IIKIWM sir Contractor •s to maeerlal 6nd'wrtma'S%IP, Incld4109tettltng Of 21 ..Ott Control wire. Install ■ire in tren(m and tape t0 main IV*" preliminary trading, including W"I" and ferttliting, MS been the Contract• iMlteding pleat wat"ldlt, tenses. SOW tS. HC.. testi) O. ll rtsOns�n0 Cons,$tenc� bckf,llN tite oreas below grade for a peof one (l) year following rhes on under pipe at t0 intervals. complete and the Sot, Ms dried sufficiently to be readily VerkN, all final acceptance 0, the Mors by the L.A. and city. the date of final Acceptance of the work. lawn and planting areas skill be traded to the elevations indicated On (1) The proportions of otttegate to cement SMiI irov+b • dens[ ". Central Iltre the drawings. Grebs Mt otherwise indicated shell be wmifors levels N w+etore proportion-, will rNO,ty we" into all allcOrOt$ of the corns O. If within one year froom the date of completion. Settlewrnt occurs• slopes between points where elevations are given. Minor dajustm..nts Of I&HAMA�t mon arounwhIL%d all illreireadily a into it sr9rr9etfon of let drwd NJustdrntS In pipit• valves dM Sprinkler seeds or prtno is (1) All electrical eautpment and wiring shall comply with local dad fiatsh grades Shall be made at the direction o/ the city, if required. Materials, cause e.ce%s free watt, t0 collect a* the Surface or "ecessory to bring the system of tering to the proper level Of the Hate Codes and be ,n%tallN by those Skilled and Itcens" in cause eacessstile bleed Ing of the forms perr.neht grade%. Contractor, as port of the work under his contract• the trade. change trade shell be • ureas, even and o buildlfem pians without abrupt A. Contractor Iom t to per • mwthe wort heweer sp vows and shall mast all adjustments without extra cost to the city, including change o1 surface. Soil areas Njaceet to bO,ld,ngs t0 allot A natural mainwte euiork sal PeonKm the wort Mg water, Specified. Ilan the restoration of all damaged planting• pawing or other improvements (2) Connect[ and splits Of wire •t the valves or fn the ',old run-off N Iter, OM surface drainage shall be directed as indicated em maintenance Caring wry pill Consist of applying Shrub, and tot, (2) The rt(amww"O" pracsce% Of the America* Concrete institute Of SAY #Ind n9 tar,n9 IOL plants, including of l&Nos, fe shrubs mon [corp, $MIl be follow" in all opircvble procedure%. TM mor a■tm tell be step using 1�a,fMgre Snap-tiro con+nec tor. the drawings by remodeling surfaces to facilitate the oat ural 'run-N/" a •andti slermp sett not exceed three (3) inches for footings, slabs o/ Water. Low spots and pockets shell be vie inch Belo. trod! or fly q, ret, oM awnr,nt oil fertilgting End control Ongrade, and moss concrete fire (S) inches for f0wndat,or walls. C. Should soy difficulties develop within the specified guarantee Period I. tC fl !PrwMtsp^ units optimum porment of any kind. Grading tell be done ween sail is •t N gars[[ �M diseases. Which city fell$ may be due to inferior material and/o• wrkmaaship, - optimum moisture content for wading 11. 0.1 - to any planted area shell be repoirN immediately. C. Control these difficulties shell be low"lately correct" by Contra(!or to The NCYflow, prevention units shall be installed as Shown On Plans Depressions caused by vehicles K foot traffic shall be filled the satisfaction of the city at no additional cost to the city, and Details. 1=.HFTM00 OF ELAirTIA AND MSC PROCEMM with topsoil. leveled, and rep lasted. E■terminate teofes End The Con(rete qw 111Y, Pe*PvrtJOhS, Coe I%tr tY. Ott., is subject to including any and all Other damage Caused by S«h defects 1 �L/1�+/� ���►Te•sa��T�/�t motet. And rebels, damage. approval of owner• and n0 (Mm"% SMII be moor without M$ prior �AM CONSTRUCTION A. Me planting shalt be done until all operations 1n conjunction T•rATdMALS (. The entire project tell be maintained for • period of IOO days With the installation of the sprinkler System hart Ogen written approval. / S�rr�I the satisg from the tis 611 items Of vers heve homes COnolete t0 ' A. Pipe arid_!,[[+not • Completr0, IoM I grades Mve been ntoDl,shed, the #rim's+*g arNS the sates/action of L.A 6M city. IM work Of this Section includes, all labor, materials and"u+pmtnt have been properly traded &M prepared a% specified, 1M the L PORMW 11) l.ass• grass Pipe shall be IK standard we,gnt DS Ord br•Ss requtrN to complete the Wars 1n0+ut" on drawings. The wort shall be Verb approved by the city. 0. the project shall be car" for to a mat• clots condition At all A. forms ,tar concrete work shall be either metal 01 vie". forms that e,tt+ngs shall be with stardard lis pound cast bronze thre►att wIredE hn ac(Otet a worn the cast standards of pThe wo plat,ng to r,xa•s to the sat+Sfarson ^, ror art Warped or that d0 trot Mee • smooth %t eta,gat upp*+ eye Shall het fitting% Pe ' M used forms %M 11 nom set ■,tri the uppe+ cage of LM board lr.t to the venous trades and undo• fon continuous super.I%,on of a (Ompetvnt D. The relative position of •It trees and alants ht subject to yawn L.A. Ilse and grade and shell be Stat" rigidly ,n "state when stades sit (11 1V( COMu+t- pipe that .S used for control ",n$ shalt be PVC fireman• capeble of interpreting the drawing% and these spe(IfI(Ation%- approver by the City and shall, if necessary, be relocated as 2*LAWN NANTA/MCE not more then fou, feet (1') apart a •% to remain ,ORD-&61Pf:ohdu,t 1(nedute so. type 1220. All vires Wool" Paving %heli he The .ort fnclu0ed to Snit section ,s as follows afre<tN as bent oI the (ontra<t. throughout the constructwn. All forms shall ire Spero." by Owner installed ,o PV( conduit. A. Wen�n.4 - rater (. All plants shell k #removed grow Shier cont►,"*. end ser to hero ray Once per day fK tW reeks and Finish goal+req for planting, soft prnpa+at,mn, fer[�luatimr. D1/^ting,- therefter gradually redo r frequency o/ watering to three hosts within a y and sep of one percent ;I ; All nehallcs shell net including tarn• wa,ntenanct• inspection and (ertiflcatfon%, guarantees. . that, when Settled. they bear the Sams relation to the required per reek. Contractor st:..11 continue to maintain the loon until accurately and seVe ratety weighted and m,.Ifg shall co"t,nur wn[,1 I]) PVC Normal 1 (t Pipe-Tope 1110 ;PVC-Schedule •0 btiJ - [he distribution of material ,s „n+form and the mos% Of concretr 1% ral 'type TI Grad. i ",tri impact pipe (INs-uD. scaY,nq, qwy,^q, and espa•I string, mi scr!tanrous allowances grade that they bre to the natural grade before being transplanted Ea(n plant $hall M plan led mon the center of the final acceytarice 0y the L.A. and City. honogeaeous pet and b•ctf,I1edunless Otherwise sprc,flN• .+[n theprepared O. fertile , 1 (Wal Outside d,amrtr, Of afP* Shall be the same site as Iron L A��ALS So,t No soul 1n muddy con0,tion shall be used for be( f,tl,na ?.^� Apply 16-6-D 6t the rate N S poOnas per I,OM S. Two And one-heti (2 1121 gallons Of water tier cubic yard, shell be plot No ifIIIng .Ill M omrw+tfN around rr,ry, or stems tgwrr eet three works after installation and Water immediately withheld from the m,. at the plant, Qnd A .or a portion may be added to the 01. it tar job %tie a% e,n(lla.f`•y the I.spe(tor. The (c1 Pipe shell be marked at intervals not to hoed 5 .,M A All sprinkler Wart Setif ,resp!([" and approved D••„r to re- start of there•Iter. concrete Shall be m1■” At least S 014Jt I'S •tier sue" hob•r ,$ odor/ time following informer eon- Mnutacturer s now, nominal any Wart and not less them 3 minutes or Snit timer $MII k ,mww.At.-, I prior Site, ll type and grade :,.e. lfoct schedule, , minal D. L.A. onf!o, city %hall supervise the placing AM planting of III C. Diseases pest Control . ivo weeks alter InstallAsa of law, to the dlessthe of the bath 1415 lot t ese Sha time Immediately Adding end commercial type std"grad Oti.e.1,on CS h"ule R_ Prior to excavation for pt&ntiny or D11„ny us .tabes, locate act PlentS. as pe #rummer's rl•1 fungicide a/ I.D: mercurous chlbrib 70'-60utilities, elKtnt cables• conduits, %pr,nt!e, •,nes• heals, ralrts, •t Per manufacturer's recaxax*nd•teon. Original water shell be at least 15 m„rnuteis. 1. f. In the event that .moor round construction Watt or obstructions :d) Ov; schedule 40 shall not be tarNdtd 6M wore control ■,mon, and all utility ire% so that Drupe, 9 (. Concrete mon„h ,s not placed within 90 minutes after the +nirhlu(t ion precautions may be taken not Co damage such ihyroremrnt, In the are !f+(OunlerN +n the planting operation, alternate locations D. Motor= - wt few gall be fmrott at • Mtge[ of 1-1/1" with • of clmwnt and water, and concrete which has stool for 30 m,nutr% ti flit,ngs [heli be PVC Schedule v0. Type .I, NSI approved !vent of • conll,ct ML.ttn such lines and plan o e ,on•„ promptly for plant material ■,II k selecte0 by l.A. and city operas,on rotary avower, equipped gloss rich rollers, beforei It reacheg 2' is fate, leaving tree mire.• snail not Dt used. notify the City inspector who Shall arrange for ,elu,at,on for one will M done at net e.va cost lm (,ty. heigwt. CoI1Kt gross citpfng dowing mwenl Operlhons and 11) PVC Pressure Rath Pe Tjp► 1120 - (PVC Class Othe Other. fm,Iu+e to follow this Droc Pour. gala,es upon remove from the site. S AND PLACING IfSj •^e To>x lIfb- v(�h"ule_ CrOetrattor the responisibility ror, at nn or, expense, making any and ILP ANTINGOFTiEES -- _� all repairs for damages resulting froe work hereunder Atter each Cfors the 1 the ng eye a #rats tell be tnmS�1 to • A. Position plants ,r lo,ateon, Indicate[ on evenings and Soscure neat and ung/otw lhne the tmw Ntrt tell be maintained A. before pouring, all forms shall W thoroughly (INaMa tl and dr tight. .a' Type : Grade Ii Pressure bated Pipe /y��AN�aOrmw� approval Ottort escalating pets. Mat1nq necessary eljut tmw*ts As neatly at al times The bottom of t,en(he% shall be wet do-- before pouring f(wt,ny%. seWIIIweAND IV I Ind,catrd_ 26, ANDSIlgA1EAHArrrAr� earth %M II not be muddy it int time of pouring con,rrtP $M t! nut (b) Materials shall meet the requirements set forth in AST" . clew be placed until reinforcements, rough %a+owre, and ms aDIf1-60 forre / 1. Plant materials shall be furnished in thewaS. ots % gntit,ts .Ind Or spacing a% DAll pits for trnail be dwl sgwt with bottaK ilevel, the I 9 A. wterin - her Dunt,ng sMil M stereo once per day for two + y r the■^ tar noted for eats lout+on and [hail be of the spe<tes, ►Inds• lengt" of seer% and depth eq.ol to two times the dlomttrd of trig approved D Owe ,(! OuTs,dr diameter of Pipe sail N the same s+re as ,ror sites• etc., as symerl tet" •n0;or dtunD" in the 'dant 14[enal tree ball COmgnmcf" so,l% at sloes and Sorrows one!! be ,rte s atter mons tAllAteon Reduce watering to curry other day for the he■t two (1) netts anter thereafter three ()) B. gerfore y drpo,itirn" con,rete ayalnst u:d ,un"o-tet, ail letter— pipe Legend", as Indicated on the drawings The L.A. rias prepared in'% IIs( ibo%reed by s(arifyiny or other approve method Pits shall be shall Dr retro.Pd, and tar w+fa(rs ,wynrnrt t r•V,hsr tar raeLdOrd only as a convenience to Contrec Tor ane assumes .I responsibility for its bac kf,ll" with "prepared soil" to the required grade,:and the times per work "tit ,tel acceptance shall bon The surfaces e% sh. f than Dv ,ened I morn ,n•m.•ot emh. , d P,pe shall be mart" at Intervals with the foll0.,^g accuracy The Landscape Contractor is to levity alt'%•te% and balance of the pit filled with -prepared soil", thoroughly aggreusing the %pP(,f,ed w„ with 1 I of lire ,Uur,r agq•ryefr „o''tte'j, ,ref OnoI SIr ,nOe L4 pefliscoed glade Mlrufaat.re, s ^MIP, "Wnr,ty% - settled by Water dppl,cal,or fertilization - fertilise fMet (3) wetk8 after planting with S nOe,nal sire, PV( type and grave I I.e PVC 122UrSDP voting S Pounds Tb" Per 1,000 sq It.; Iertglste tbtreafter every 1-1.2' M,ck class. NSI approval. and (omm,rrc,al standard eit%,gnaltor CS 4.YEW ATM(W AND DVANTTTiS ( Set pldnt% ,n center of Pit, as a vertical Positron, sin that . thirty :30) days. . C. Conveying And pld(,ny of concrete shat! Oe O(1"r %a, a% t.. plea,", 156-61 Dfmens+ons etre eDD•o.IMato Berorr crown of ball .111 me Ir,i with fin sir yrede v.[e+ allowing for Separation of ,ngr"h*at%, and 11 no ca%e %hell thr frrr to!I r•i mord Vroceed�nd .`[n it', wc.., (hnt•a.tur he f,r, and settling and id tl•the the tae re in th%h.V to 6 feet. lremhr, trio!+ ce rd as rrqu,rrd Soria.r% I,r sun,,Lir e' PVc ',pe : Shall not be threaded SMII verify ail O+mens bons and Vuant it+P% And %ire' •mrw0`etr'y lrfprm C. DI$e1%t and P!$I Control for COnlf01 0/ %lugs •M S'afit, L.A and (,ty of any dls,repsnc,es bet wear I'I drr.• J% and or to ta,he,h ya0t that ,t d,0 to the s�l w•face +n the oD�y-PelTet Meet t:;19ht AS Pa OdOw S by weight and shall bet kept red%Oneblr Irrr1, ■stn a e,n,■x,e amx,uni int IOn'irtr `- ^ meo (2) wee 5 by weight K Per manyfK turlr'S r!(OmR^tat,onl •f, PVC fittings shall M PVC Type 11, Schedule It h51 specifications and acts! conditions ho wort trio bet door •r ear area two (71 seers doter installation being allowed to flow after twiny placed. Pld(iny %hell ce performed as 6 aontinuou% oprratiun until sails %P�t,Un a (wi{.ir[rd approve" mere [here i such • d+ureDancy until aDpru.a, for same rias SeP( g,ren 0 Dae eeprn std home` Nsf" a% rid* 15 Plant ealis at Nch Prepare by L.A. and city plant Water Murm.gnly, be(.filling any told% with aMit,onal for Control of cutworms and other soil insects, Apply Ilrtro L. concrete shall be spade,d and violated .,in ew(hdn+,al .,Drat"••. [u 9 Solvent SMII be WS Gray NSI approved 0% 01411 tuttd Or prepay" plant,ng m,. d me-o,use suDs,dence. ■Itho-t %epArat,un of v,yredlenTs 'h. .t 1ny industrial Poly(,iea.hcal Service, Wratna. Cml,forr•a Sr SM/ECIWIN brand after in /s per on,essorthis (l contains On% two . stets Nte+ installet Ware. snit Drodwct contains Ote idnh, of concrete by vibration will not or Perritt" t A. Ail Inspections $hall be mat* 0 L-A. and cit, cont•a.tur sire!' /4.RANTIIG Verb ASA GI��� Lindane ant ►Ilospno,Oth,Oace .w' Caut+or [hemi M utitlrN 1" hanaf,nq Type : D1pe amt to y the possibilityof cracking or of Splits" water dropped or request Inspection at least two. 1; days on ad.ar,r is the t+me faterw,nate gophers end moles and repair aanege. T. MOOT g q , e Mna1N C&rPltStly, latpec tion IS required,' L .,IO ,n,,,l Li p,f tv0 `^And , a, Ira%t ' grwtitc•• A Grout shall be compos" of one Dart Portland (everat and tom. Dort% , d'Merr Lha` for • bay' tae reit' and et Ieaof I:' %h birtar•the II whey connection IS plastic to metal, aid,* &debtor% $hall be R Inspection will be required to, the ep,lpr,ny Ve•f% :( [net .un t.,tae „f mom be+' L(Imp,ed with %tai' at b,rttox of it shall net D. neceOrionssary - All scours and trees shell et Ofl:n pruaet •s Ilse Aggregate by rul u■nP. material'. %hell Dr wised Ory mad sir, goo th1 to flowers. new growth fo mon t0 d limbs to ally eu(";r added Just stiff,nr"t to near tow suture flow undr, Its (r.r wlynl used the male adaptor $hell be Mnd udn%hall plus One I IfIl, fi and tar V'i r tiro .+t% ^Vrtyarop rly t1 toll Dotlom turn ■stn a strap .ren(n JO,nI compound shall M petmat,• • II) pwn req finish grading dM soil pdePa da timet % lar boli rhrr. th,- plissitrequired reds DPrn .,ill r pare the pit remote. O10 flowers• von daad foliage e w tew01 shall War rope !. .hall W filled 1, t"r rrVu'•rd gra0r ■rt" "y,wpa•rd sc`1` ani [hear". ND r)Or pry"fg Shall be dahe without the app+Owl Of D. For dry tap (eswnt grout• d minimum Of water Shalt be eddrd 1" tar ,1) Plant%• after deltrtry to Site and prior to t'Irt,ny thv .,.yhl, s.tt:rd Or tdn.ny and water,nq All I,ar% %M H'be the city maintenance tnspe(t0, mu %u that when wet %&Mie I% %Vu"IN Mrd 1n the Rand. %urfd,r 1' I11*!,no Dfp,nq w+w1 be Int" prior to •.m■�red I'(m %Ukr%, inns", and ,.,.,e,, to tost.n.d to or moisture, Out no fres water. %nail appeal on the samM,te. ,Do not win E. Ylet,fl9 All planting wren inclyllnt lawn, ttw'acovK and more then can be used ,a j0 minutes ,fistallath0" Of late,&, at 150 PS: for $1. 6' (31 then vines, shrubs, and trees are spotted for plo`ting, Out tiVVr•••r0 manor tet the hoof, fence, 01 other surfacr "tot to ' whi," Sher a*r t lain" Shrub ♦felt SMII be kept ward-free of all timet. ifeedt SMI! �worae�t�an ��la.JO mina hours minimus. It - planting holes are not hcawt" be dug out by-the roots and disposed of off site. So awnv...s.AND rtsVi Cl IM D. Sprinkler M•d% . t1) Sp!•(imea trees at Source. before delivery h - trey.mor a aPVrr%%ed voter ba%,r as step a% steel Wits at each p ant water thu,vuyhly, bA,wf,ll,my Joy volts .fill &"Itlooal shat Cfertetton per the 1130 day Maintenance and+gal..the Contrerl, A. All •.posed surfaces of cooc,rte shall we protected from aawgr dor to temperature, elements, and chnstrucUon ppPratfens. Sprinkler hN0% shell be a5 show* on plea or gDOrovN *qwr (5) law ArNs prior t0 Dla^tiny, vaeta,rd ylent+ny x,. get fertilize per • 6 - [err Aircenance end •2/ GrOwnMcorept and Shrub Area MafntMAM! OI the.! SpecifiuhOnt. C. Volvo (6) Planting areas prior to planting. i Ground LO.trs . !'/.OUAAANTE'E AND IIE�I/,GHENT: B. Canny I1) All expos" surfaces of concrete shall be Protect" fro► (I) flemote_Control Valves - Electric remote control wolves Shelf be 171 All IanescaPe construction ,toms, prior to the start of the 11 Pit% for flat %lied steel% to be at INst 6"a6"06". Ground A All s%rubs and roundcover shall k ysid pre"lure drying and freshly Placed concrete shall Or protect" as secs or, Dian or approved "oilI, calendar day maintenance period ("final Insptcthon"!. (over tired% Shall be Wlltte"PO 01101 to Dlolrtung be flat 9 gninety (9 by Cent After N against Wash by rain. All concrete snail M kept wet for a plants %hell M plant" Ir try soil. to rrOvt" and health or • Penedo ninety (90 days 6/tomo period of ten ears n. A l concrete in vroom, that cwrt f r A 121 Gate valves - Approved gate wolves shalt be Nhb(o o• Crani 0130- (0) At completion Of IDC' calendar day Maintenance period "Fina! acre Completion Oy the city. Al ma,ees up t period, asite /nal may ,each bin Surfaces of watts, the Order shall bP loosen" o, approved equal. Mos"temmnce Inspection-;, t, w plartt so conte, of pits sO tet (rum, o!plant will be guaranteed Way the city. All trees up to 10" b• tett shell be and voter shell be puna ore• the the of the walls and e!lowrt i3, Che,t valves - Swing [Acct raevn Shall be or Drente Ie.et .,tri 1,"nh glade Alto-, %opting of soil• there guaranteed by Constrictor period live and rpt to an accrptaDle to Luh eons all ben the concrete end the forms (9) Inspection reports shall be made for N(Is inspection by TM Oa,kff,l And wife, Of the[ pot,hon for a srr,pl er sir ate) months Nte, completion construction s,t, 125 PSI working pressure and %Mfl Conform to L.A.-and one copy shall be submitted to (,ty and (Ont recto,_ of the splc+r es magntenance #reread, er,an fiat ac(eDtance by (?) All l,guet (urging compounds shall De .SN In I,,t OrOancr ■,tri the fedrra' spe(,f,ut,or W-v-SI, Class A. Typo IC Check .air[% -1, Mlact" plants %nail be wrll—voted with ru"her% at least the City Trus ,n 20" b.ed or Centra, one oil rrald grown manufacturer's rocommwn0asons and shalt not be used on surfa•r% ser plan for a mostel and manufacturer 1' Out nut inure then A' in length $pectmenl Shall be guaranteed by Contractor to Iter and gam. to ar�manufactuving concrete hardener Sr C12RTIRDATION /r/./■m�ar. a an acceptable upright of epositionSif form pen" of one ill nN+ ` �rGCT t1! Qu,(b [poplin gall.e5 - Quick Coupling wlvlS $h111 be K 1L I AM V OCCUR iMLAf� Citta ccepttte0" Of IM 1pea,11N rin[MM(t pence, And Or mw 1nd+(attd on tons and shell pt a locking core,. Alternate Ir Ior to Job acceptance. written cert,f,(at Want %ria„ 0e submitted to int city occeDntce A. Concrete which t% not in ac(urdonce with these %pPl,fi(ation%. Jut of materia, May be submitted for approval. fifth Qut(h coul•Irng City for the IOIIp,Ing ,mor% dna „heti u,iur 'y '• fern sir.'' Dr D�dn ted Dtfo,t final . D. All plants that the. Sligns Of foiling growlw.at eny time during p•ruartitror of [noir arrA% the life of tae Coottr•(l. IncIO1+ng the rintenence period or libel level, or Dlymp, showing structural ,to bs, r«Y pMtets, w,mom tryr and nose sw,vaes thele gas or tame Marurac tu•a• n the A. Quantity and 1)t,al,ty of comswn i•I fe+t,lur• and OrgAr is those plants injured o• daMq" as to renter them wnsultaDle for •meds, %palls• honeycombing, epos" rtinfor„ny or other ddmeg" gulch ,ou01P•s w line.surfale seal, Pe considered gs defw(Lrre. Fertilizer 16,CAW OFRANTS�AMOURMIRLANTM 0. Ani_ow•t ec Coe r011l�t the ourseintended, shall be hiwmtelattly rep laced to kind and - D. Quantity and Quality Of all Soil Ameadmenls ,ailed for by Plans plants snail not be •:1:,.Pd tc dry out bvfu,v or .n-l. bring plane d. site At Ute txpease of the Contractor. Automatic controllers Shit be aS show on Plans and Dttegls. Sad Specifications. trrV s,Vvsee ro(.t-% mm,st by means of wet sawdust• pial mc%% or burlap Al all looses during planting ope.at,on% Do not e.Dose roots to the alt C. Cpntractor SMII, within S days notice by the c) D. All fins 6M hCt-eN,lab+hn shell be •pared from exposed concrete y veer[ and Surfaces while the concrete IS still green. Were Patching is E. Control r,re for ACp_s of IMTEFI" e.(rpt so+le Wng pld(ed In the ground wilted plants, whether en ploce "r'bpl oc! 111 ttesrsoteed plost motorists which for My reason fail required, all loose and unfirw COW rete Shall be removed prior to --___ m. ,sins, milt not Or •,(eve" one SMII M reDleced at the Cont, (tor'$ iso wet (dif fYgyifements at the guarantee. beplacemeat shell M patching. Mina• rat pockets and noneyromb,ng Shall be patched with - All wiring to be used for connecting the autaal4ic cohtroller, to the ant materials indicate 00 drawings end Mreio sp*(,fled shalt conform expense ;wade with plant rterial as indicated or Specified for the dry pack concrete. electrical totbee s actuated a timate control wire shaft er T the fol low,ng 'erigtnol planting, •M all swcw replacement Materials shalt be y Type - 1TarMATl�1GSASIA guaranteed as specified for the Original guaranteed materials. Jf-6MV, ?-strand or Solid cope., PVC Insulation, Single Condwcter, . A. NtminiC lgtort . plant *does Indicated on the dr&.+^gs conform the Ia.CoNC"M s UL approved undergrownd feeder cable. Each pJlot or Mt" wire Shall • flat surfaces shall be toes~ to the re If" levels end Stopes End be rad or color-coded with the costa" wire being white. CGW,tt" 011nt Nocult re. Except by the American Joint A planLo-st A firmly od erinCWNPg(tN * AM of edge of SOW Nth the von =Tai r AN�� then any hies% .&ter and lnunce towrN. Concrete shall be esta ltee an custom cof the nursery for names cover" there+n, the plant to then. a ming it Oas,a at the eye of end and for the established castae of the nursery +t followed shape of the planting lilt arra Ilpytras for tree% and fol vines MPPn completion v1 the Sabra in this section. COatrecter fell reties all F_ Valve DOxlS from 5•gal,or Or larger containers. otherwise Specified shall be tubith, trash dnd debris resulting few the operations; remove diswsed compactt0 with a 9rfe tamper and the float" to a true level turtace D. COME ,on - Plants SMII be stmwwtnul, toga![&, for variety within the tolerance of 1/d- along a 10" Sires flat edge, All remote control valves. gate valves, dM pressure relief valved -�— free from plant disease, at less[ 1" a Sp Mound% ,o, •ei other trees, vines or plants &ilOftl accep abl '•;,4ww"tt Of heas to; i t t e fop awed foto ci ie • mat ion spec us, sound, healthy, r,torous, not otherwise Specified sal! beet INs[ 2" n1gh. fauwtN 6MacceptaDle cw"1..,On gwew •t to ant the mpprovAl Of the city. SM,t be installed to suitable valve boxes As shown it, details. insect pests, or their eggs. and shall here healthy• normal root earth. ,f capable of retain) voter, Ma be used An See plans for concrete finish to landscape ands- complete with laking covers. All shall be Christy, or apron" int of ^9 y r - tystedn, WW1-filling their contaihers, but not to the pe settlemtat r,them the be lino, retain tog water sail be refilled ow, 1, 6M shall be marked 'G.V." or "ACV" with station 'voters for king foot Owe plants SMII not be pruned.AT ANYTIME, and in to the requ,rerd trade with prep red soil, and additional I1.UIPANSIOMJOWM control valves Painted in 1 -2" high letters wwDOssed on valve corer so use shalt trees be topped nitrogen steb,,llt" S*Wu%t worked into the surface 6% few It" Placement of expansion joints SMIi be 0% f+rectef and dettml"N►Y by Contractor. layouts of slab rrki"s noted "E.J.' M drawings E►Po"Sion joint C. inae"sewn - The height and spread of all Plant rterial Shall to restore the wulchN-condition material SMII be Quick Joint, or approved to"1. Orn noted In G. kfl Prevention Units measured with br&nchei IV their normal position• and shall be Pians. The bit lo. prevention .rests theft k as snows on Plans and Details. as [helot" a* the drw,atl. Thecaliper of all trees sn611 be Mas Weed /'-0" Above the Surface of the ground where caliper I . 1L PIICT•ECI ON S. SISTALLATION "Plant other ' bons ha any puede fter,elare witted for the 1ant Llgo"gead". It shalt be unatrs to00 that these plant All finished Concrete weft Shall be betrlCadad to Psi trios trOfflc A Tro"cws_ny materials shema ll be norl stock for type listed we for three (1) days. Sarricaan shawl be placed Iwdidtely after concrete finishing. Contractor shall furnish. place, and move all 0. I1ns1tips - it* plant MtKthe oust here nee^ ural,Dep,r of his Orn barricades Contractor SMII be responsible for any (I) Eatw6tten shell be Open vertical Coittfyctfpn fuffiClently Wath nalpecte�At the Mr$efy by the County NOrt,cultural DeDertment, owls to new consto,wricades Coors and torlS all or repair of e the Vett . to provide free working space around the work installed and to and Shall be Subject to the lnspecteoh and approval of the L.A. shall be mode without adder cost to the City. Moria! 6mpJe space for becNelling and compacting. before planting. (2) Trenches for pipe shot be Cut to required grade Ila!%, aired E. Plant List - Is IedlcdtN on drawings. `131, 'ATC�D trench bottom shall be cumpmcted to provide an accurate grab dad uniform we ring for the full legth of the line. F. S,za of Plants - SMII be a% Stated en the Plan. (f"tamer DESCRIPTION OF REVISION DATE CITY It patching is "Kessory and so 0 ssible, a bs"inq agent sech N Stoc -gm a*, S-gallon• Ind 1S-96110") Shall have bee^ StowAPOROM Yetd-Crete, or equal, shell be used. (3) Mem two (1) pipes ore to be placed ,n the same trench, a G' to containers for At least one (1) year, but not over two years. !pace shall be maintained between pipes. • 14. CONCRETE CURBS ♦ D. Nck,f,lia, . I G. willLlewterv$ Suhrovided the the indicated also[a approved CITY OF RANCHO CUC 1VlONGA Construct concrete curbs at locations show M ►ferns a8 doal1N, r advance aN the substitute Materials on •proved true to line and grade, as approved by the local Clvety er City- One (1) HCkfitf material shall) roc be ver I"ef sett. unsvkill be a removed material sir advance ry the L.A.l.A. mon the Except for au ore or rte at n0 . faclNfnl clues and rocks Over l' in site lMil be NmovN from f/dlt,onet cost to She Owner. Except for authorized wrusens, natural grey Portland cement Concrete. 2000 psi COmpresStN Strength. thepromises and disposed of legally 6t he Cost to the Owner. al, substitute plant materials shall Conform.to the Locate expansion joints as detailed or shown, ion as directed, At . intervals not to exceed fifteen feet IiS'). Ftnhph with SteelAll regerials o N these specifications.t If the accepted or miSwiss fitde TERRA VISTA trowel, then brush with bristle brush parallel t0 face or edge. (t) cowcck,tllfwg sail be deme carefully dM shell be properly wtenats are price a Itis value then rinse fMiucN or stecsitN, ,Compacted. the Contract petite will be adjusted in accordance with the ! {rte provisions of tad!Contract. / t/v (3) Oath of trenches SM11 be fwffitiart to provide a minimum cow* • TRACT # 13303 Upon CO"Iet,Om Of 611 Concrete week mad before flMl OCCepLo't!. "O" the top Of the pipe as follows: N. Pleats bet ANrovN - Pleats not Approved are t0 be remated from Contractor shall remove all IOOIS. Surplus materials. OpOeritwS. siteimmediately and replaced with suitable plants. The L.A. debris, etc., from the Site and the site SMII be left In • Clods. 12' ever the PK vee-ownswre•lateral lines and/or City reserves the right to reject entire lots of plants I Pilot condition Acceptable to City. 1g' ever the PK and-prnSwre lateral lines for rotor system represented by defective sample$. SPECIFICATIONS 11' ever PVC win tenger pressure So�®IS AIA SOL 0011 MONERS I C. M pis Sdmptes o/ all soil ellwltndments, sod and plants shell be Submitted for (1) MC PIPs Shall b iMtallN is a me"her whits will provide for inspection and stored one the site until furnishing Materials of is I I .HOMES ONPO"iO" OM contraction as rwommw"d" by the plow - eempeeted. Delivery May begin uses approval of samples or as directed by ��� M"Vfoctwrer. L.A. and the City. EQItN1A A. 41rgonic fertilizer shell be processed trzvote sludge with• v���. c s�f w. APPROVE/±O 8Y: ' • QATrE�/�'� —`f/ (:) All platOrSLit to weal rwise shell be woad rind plastic Wale minimum content of 1% aftrogen and 2% PwOiphori( Acid similar to �' SAIL` CITY ENGINEER RC.E NO.oda►toms, teles otwerwtse Shown in details. 'Mitrohirmrs'. Methad o/ processing shell not destroy Merl � �CAf ( ���� (3) ThejOfntS %bell be allowed to Set at 1NSt twnty-few (N) bacterial Content. I. w 0 (mss. 15, Mete before pressen is applied to the system an PK pip. O. RitoOlson stabilized sadtest shall be belt, with rhe following � Z DESIGN REC LADED (•) After all ae0 sprinkler piping and risers are in piece and aitro9en Content based on fry weight: W U•, N0, 1r+ 7 ► Ds✓ eI� . ConMCted, Oil accessary wort has been Completed and prior to O.S1 for Re/weeA SawdustVim/ the installation of sprinkler heads, Control valves %hall w After the system I, thoroughlyand a full heed of ffl shad ►iter shall be capped OJ1 for fir Sawdust Plot m„� DA DRAWN T used to flush out the 1.01 for Dirk or ushe seri K 111xtere 1750�`S” �RE A E T . Mf and the System pressure tested 8ANTA ANA CA 92705- (S) - The saturation district Conductivity Shall met emceed —OF (S) Sp►fnt1K limes sMtl b tested to plate beton backfilling for 3.S milli~ / cm at 2S[. / ��• / PHOW (714)250-4822 • period of Mt less then OM (1) hour, she shall show me '" ftAjf OF CAtIE� CHECKED RCE.-"O- DRAINING NO lO•R•ge K Ibt e/ presttere. Our! the test pKted, wintwr test pressuoe at the hithest pint Of the Section being tested. Cmnercfdi fertilizes, $hill be deltoo ad fa seeks set"whuaoctwrer'f �[ / shell be 100 Pike IF Per spoon inch. )owl showing Wight and wlysls attached t0 Nth Wis. �[� GATE IIIE NO 1*�� j".�� . _ - . SHEET WOER z$ OF ,37 DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PL. ANS TERRA VISTA TERRA VIST'A PARKWAY MEDIANS [L:-ewls 0 es• TRACT NO . 13303, BETWEEN MOUNTAIN VIEW DRIVE AND CHURCH STREET SOUTHERN CALIFORNIA PROJECT MANAGER o TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT N0. 4 1 15 6 N. MOUNTAIN AVE./P.O.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX NO. DESCRIPTION NO. DESCRIPTION 1 TITLE SHEET 2 eemsT-RueTION PLAN PROPOSED CHAFFEY J6 C* • REGIONAL RANCHO CUCAMONGA CITY LIMIT �1 C"AFFTr I PARK �..�..�..�.. .. RA$p. _ - - ..«r•u4t J COLLEGE . ♦tr � 1. An Erowchment Pam* shag be obtained from ft CMy Engineer pkr to commencing my work. 4 _ o- 2. AN work shall be performed according to current City standards and the Standard Specifications for Public Works Construction. :. .�.............—. PROPOSE FD OOTHILL 5 IRRIGATION t�AI1 & 1°'"SV FREEWAY I 3. At the conclusion of rough grading, an agronomic soils report shall be furnishd to the City Inspector and all such recommendations .. E.�,,,,o I from such a report shall supertw% soils amendment recommendations shown on the pians. 6 IRRIGATION! U..S a. Upon compietion of Installation, a maintenance period of one hundred and eghty'180) days Is required prim to Anal acceptance of Me 7 I�j(�'ld� 00, C T SITE ' u FONTANA �•c,� .� work by the City. Maintenance shall indude mowing, weeding. Irrigation, pruning, raising tree root balls which settle below grade. fObTM` ~vO o �' fertilzkV and appfytng such sprays as are necessary for proper Care and upkeep. Maintenance also Includes all repairs, replacement, 8 • FOOTHLL wamrwm "PL"NO W� cleaning and squsting necessary to keep the irrigation system in good working order with proper coverage. Commencement date tot I •10" "curt f� maintenance period shall he approved In writing by the City Insl2ector. MAINTENANCE PERIOD SHALL BE 9 :r;f (,(r��� I ; .Vaso•• 40M,%a SMTA FIF ADEQUATE TO VERIFY PLANT CHARACTERISTICS AND ESTABLISHMENT. ••a I W 5 • S. Orta controller chart shag be pro,~ for each controller. Controller chart shall be the maximum size the controller door will allow ?A ��,�A I �� � ���`•l I Q i and d " show Me area covered by Me automatic controller. The Chart Is lo be a reduced drawing of the actual as-built system. Jk l However. in Ow event the Controller sequence Is not legible when the drawing is reduced. If shall be enlarged to a size that will be IL readable when reduced. The Chan shalt be a bladklins print and a different color shall be used 10 show the area of Coverage of each Q 4l� ������� R N4 — #W1/1`I101J R! f i S'" •`""""°•'°"`""E statfeom When Completed and approved by the Public Works Inspector, the Chart shall be hermeticaly sealed between two pieces of ONrAMO pink. each piece being a minimum of 20 mils. tNck. The chart shall be mounted using Velcro or approved equal type of tape. These 9A pl-&PPf`444 R44*4 —1Rr—VI51 „ charts must be completed and In place prior to Anal acceptance of work by the City ONTARIO INTERNATIONAL AIRPORT 6. lIf'• wide x 6- deep comm mow:tripe shag be provided between all shrutYgroundeover areas and turf areas. Mowetrips shag also be prori0ed beneath metal fencing and where City maintained areas are o4acent to privately maintained areas. 7 Sidewalk loyout is awceptuai onfy. Approval of the Anal sidewalk layout shall be made In the Aeld and adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP flela conditions as approved t y the Pudic Works Inspector and Project Planner prior to final Construction. CONSULTANTS !l. Appitabon of any chemicals shall be by State licensed personnel. All pesticide applications require PCA recommendation. 1. Any trees within Ave (S) feet of waft, walks, curbs or other potentially root-damaged hardscape shall be Installed with rootcontrd barriers. Prior lo backfilling tree(s) planting, Contractor shall have the City Inspect root barrier Installation. ADOLE AND ASSOCIATES, INC 10. No trees shall be planted within three (3),Iset of curbs. LAND CONCERN, L! n MOF SAN BERNARDINO COUNTY • • Landsca/�efthitedumlPlarm• CONSULTING CIVIL ENGINEERING ,�► 111 . AN *les are to be located: ten feet from any street light, power pole, or reinforced Concrete box; Ave feet from any drive M AND LAND PLANNING- m ,, F approach, fire, hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any 54S N.Mountaln Ave,Sults ICs water mew or sower fine. 1750 East D�e++em 14v tw d d. Pagano UPL PHON!'C j OR I Q949 K , Santa Ana, k�In 927015 IRRIGATION CONSULTANT 12. SLOPES SHALL NOT EXCEED 3: 1 GRADE. (714) 250-4822 fax(714) 752-2469 106 W. FOURTH STREET • SANTA ANA CA 92701 • (714)835.2353 • • • •./j• 13, No drainage perimitted from City pro to Drivate Droperty or Pr'vate ropert Ci pro ert • ' �% ISI, '1 i'l+ptl 15 G7�p to Gxl�ttkki IctiOsraPt� Prb ifp l• �ii7r, 'fo t 41 Gor Uq"It A 40%If *t5mal A00 O�+GUMt PTtcr•1 LANDSCAPE PLANS SEE ` ' ��� • �'' � g ,�� `.o'+ol'�l-i 'I�du' a"•u" �.►1 r++ >�+ f•�-�I ` � a•+� cern IN�Pr���• �r r++ls wIN�-'11•le f�.� E u vaiotl �orkr�aaR s►+al,,t x 1 5rr��-� I' r�alrtr cr�ar off -+ -fes I-kel�1 orl� OA-Cn144 s whn4 A TERRA VISTA PARKWAY PM 11640Ce 5w � -1;v, ,?�� �b1o� �"a EAST MEDIAN AT TRACT 10.0 AC. 13304 ' - ; 1;_ -30 LANDSCAPE QUANTITIES CiJCA1� • O P _ G, T� , SZ, ; 5.0 AC. �_,-- TOTAL ACRES IN R.O.W. VG V44vl-. W%m { <. g 1WES TOTAL SO. FT. MAINTAINED AREAS I —_ 41x2-- Q' a 101 00 CITY '�r` �' 8 ,• `' I 8 S� Nl DESCRIPTION OF REVISION OATS APPROVED IL.L.AjG :' RAO TOTAL TREES IN R.O.W. MAGNOLIA GRANDIFLORA 15 GAL — _-- -; :� up ;;EX; ,`---aT . CITY OF RANCHO CUCAMONGA , ACT 14 O, �B,T. A� TOTAL # OF 1 GAL. SHRUBS le)4 O O ® •u; y. 70 TERRA VISTA VILLAGE 9 ACRE , staEEt 'TOTAL # F 5 GAL. HR IS E-. Z TERRA VISTA PARKWAY MEDIAN' �. i.. �D.UI�• O O SHRUBS < .... TOWNHOMES ,. U TRACT NO. 13303 i 154 UNITS = ` AREA OF PAVINGSO. FT. 3,375 11.4 ACRES 3.52 D.U./AC. �t" 4'100 . , - AREA OF PLANTING SQ. FT. LEWIS HOMES PERCENTAGE EXCLUDING NOSES �pkNIA LAN APPROVED BY DATE PROJECT LOCATION sq °s�',,- CITY ENGINEE RCE No ;149s3 V ' �> AREA OF PAVING -�3 4090 ��° �,�� ��- � Df SIGN RfC,'MMENU /^ (pp ��� Ld Concern,Ltd LIC. MO. 1 -- 17EAST DEERE AVENUE D N A w N SMTA ANA CA 92705 Nf E T � DATE D16--_ _ __ PMOW (714)250-4622 or 14— ft. CHECKED RCE NCDRAWING NO OF C � C — --- :,A1 E FILE NO .! L SHEETz?OF age PARKWAY VISTA RA 9, 100' 100 39- TER 3 - -- - - PA ow - -- - -- -- -- - Pq ` STARTING EDGE _ - -- --- -- _ - - -4 FA PA a VERIFY 5' MIN. __ PA - �_ `� ola � pm PLANTING EDGE 'J - Lu IN THE FIE _ -- m Lu U =W w �Z Z W Cry _ � Wit z a • F m 0 J U1 _0 a ui TRACT 13303 z = J5 a 0 E Q— V —_� W _ Q z SCALE 1'°:20'� _ I OM IT _ woo doom woo wo o — CONSTRUCTION LEGEND gooARRETT DRIVE wo wo A/C ASP TIC CONCRETE O . C . ON CENTER Q. wo wo CLARIDGE DRIVE C . J . COLD J T P . A. PLANTING AREA • CENTER Lf� PROPERTY LINE CLEARANCE RAD . RADIUS CONC . CONCRETE R . S . RESAWN CONT. CONTINUOUS R . RISER DIA. DIAMETER R . O. S . ROUGH SAWN •• D . F. DOUGLAS FIR WD . REDWOOD / EA, EACH SHEET - ,I E . J . EXPANSION JOINT S . L . SCORE LINE EQ . EQUAL SQ. SQUARE G EXIST. EXISTING S4S URFACED UR SIDES FTG. FOOTING STD.. D q�J E GALV . GALVANIZED T . F. TOP FOOTING PM 11640 H. B . HEADER BOARD T. W. T 0 LL 10.0 AC. M . B . MACHINE BOLT T. READ �� MAX . MAXIMUM TYP . TYPICAL MIN . MINIMUM W . I WROUGHT IRON t NAT. NATURAL W M . WOVEN WIRE MESH N. I . C. NOT, IN CONTRACT PENNY (NAIL SIZE) N. T. S . NOT TO SCALEfE 5.0 AC. - } b (114 ) 3� L`r - c 9KDUP'LEX'. ` RACT I• .6 VILLAGE ��- _ 1 U - �5:9 ACRES; �-- TOWNHOME ' 1.2 D.U:l�iC. ® -� ✓; w � �� z PARKWA4 TERR VISTA 0 �` m b�' 100' loo 116 N.T.S. ca KEY M A P W = PA' - - PA r �s TYP M PA - -- - - -- ----- -- - — ----- -- - -- - `JI ---tZ �-- -- — — - --- - PA LL w W b ,x(01 ' z > I .j =1 v r ^ a DESCRIPTION OF REVISION DATE CITY APPROVED ITY OF RANCHO CUCAMONGA TRACT 13303 - ' TERRA VISTA Q TERR TSTA PARKWAY MEDIAN W TR T NO. 13303 CONST TION PLAN SCALE 1 ":20' y�s��F �t�EW OMES ys9 Lg� n1. s� 9p� APPROVED -BY DATE: a 4°� •p �. CITY ENGINEER RCE. N0. 24!63 cv LIC.NO. 1283 a DESIGN G RECOMVENDED C7 f Land Concern, Ltd A DRAWN 171C10 EAST DEERE AVEM E E T SANTA ANA CA 92705OF 9� �o� PHONE (714)250-4822 CA�1 CHECKED 'R C E POO DRAWING N H DATE FILE NO __ - SHEET3c OF .37 I A IL 1. ITARE TREE PtW% ICULAR ro PIEVAIUNA rl". t. KATE NEROP-MIRK• TAIf IN KART O .MJT 7' TERM TO fORN DEPRE55E0 to■tAlRHA PRIOR To KARrIRK FORM l�H WATERING BASIN s01SCRYATION ►URPDSES. / i TOP a $TAX$ GUYING OF MULT 1-BRANC REES IS LEFT FAIN?,NK TO THE CONTRACTORS I _rtET ION DEPENDING CS4-IK ��� � (8) Clia TIO VAM • APART FOR ON BRANCH STRUCT ND W IND EXPOSURE \ 'GROII•POWER' PLANT TABS-RA CITY STREET TREES v A MANUFACTURER'S RECOMENDATIONS _ _ ! • MA INN BACKFILL MIX PER SPECIFICATIONS DIA. GREEN GARDE;1 HOSE — :• DIA. Low MAE•►INE $TAKES/' LONG , " I I NIl'll 11000 PRtuRYAT1YE :TA1N, 112" DIA. WHITE POLY TUBING _ CONTAINER PLANT ROOT BAIL STAKE A MININUN OF It' INTO IMOISTURKO APPROh TM STNS UN 11 .._ SOIL AND ALIGN STAKE$OUtSIK Root TALL. (t) PER SPECIFICATIONS —+ AA viNIS-P TURNBUCKLE STAMPED CONCRETE ►CANT PIT TO BE (2) TIMES THE _ ARM CARR IN TVRT AUAR AM F ANONt YARDS. W BAND YIOTH OF THE ROOT BALL B 12• " /PTCK(P {' /!A. PVC PERFORATED PIPE • FILL WITH 10 GA: GALVIN IZED GUY BELOW THE BOTTON OF THE ROOT A 3u ARo�pD Ike IfI*NASMEI CRUSHED 40fGATE RASE FULL WIRE 3 REQUIRED r BALL per•• NG FINISH N i SH GRADE LENETN OF PIH (LOCATE IB• FROM TRUNK) 1 x NATIVE SOM •TR.EE To COw �` w I 1 N . 9.6M 4� AVE OSS � .--. 4 x 18" kEDW000 DEADMAN EQW►i QR1oft To C R , H GUY WIRE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EOGE OF ROOT BALL WITH NATER ^rJ,�'( DEP MOST BR CORI PLANTER FROM HOSE. DA NOT CRACK ROOT BALL. ���'�� NCO �' y tt•Ef-lr MI[ KOUIRED OR i AP►ROYED EQUAL. C. - - t. PLACE "GROW-POW(R' TABS IN PLANT CONTAINER PRIOR TO rIANT;NG FOR OBSERVATION E •1i1011•►O1RER" PLANT TATS PER -=I�Lr-- - Z ,i c I. — �� • REFER T E STAKING PURPOSES. �B r-, MAIIUFACTLIk .1 RECCMENOATIORS NOTE: IKIFILL MIK PER SPECIFICATIONS _ illll DETA I L F0 NT ING 1. ALL SHRUBS/GRCUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS SHRUB AND VINE "' RATITE BDIL ' PIT SPECIFIC S OTHERWISE INDICATED ON ►Uu1S: SEI L 6Ell FOR SPACING REQUIRE ENIS. WN/�L- =TWICE' AWT IAIL DIAMETER I `.�"►�"T To "�'�o�` , `°`p' "TS No PLANTING DETAIL rte--- �-PLANT Pit TO K (E) Tt%g$ TME - TYPICAL GROUND COVEW, ,n4r_sfv"PJ& NIOTM TN( ROOT /ALL 1 I2• ' IEION THE BOTTOM Oi TME NOT SECTION SPACING "`T CITY TREE STAKING TREE GUYING R PLAN VIEW STAMPED CONCRETE BANDING v ). STAMPED "BOMACRON" PATTERN, STACKED BOND GRANITE SETTS. INTEGRAL COLOR "AUTUMN BROWN" BY L.M.SCOFIELD CO. I Cm of. d. b0. �p•D�� I fI -_ \ �� (�' = PRE SATURATE COMPACTED SUB BASE SAND OR BSE A MATERIAL TO 90% OR AS DIRECTED BY SOILS REPORT. _ 1 STAMPED CONCRETE I 4- La C.NO. 1283 Ca.�.�F I I r DESCRIPTION DF RE . !S,,N DATE CITY APPROVED CITY OF RANCHO CUCAMONGA TERRA VISTA TERRA VISTA PARKWAY MEDIAN TR 1330 PLANTING AND CONSTRUCTION DETAILS LEWIS HOMES APPROVED BY DATE CITY ENGINEE RCE NO 205J E S'G% RF-- 'MME%DE_ ,01'en _ —_ _ Y Land Concern. Ltd. I I& _-- _ t,RarrN I 1750 EAST DEERE AVENUE SHE F T SANTA ANA %A 92705 _ - - - PHONE (710250- 41322 of _ R� E NO DRAWING NO ' _ — - DATE — ----- 1,LE NO SHEETS/OF 37 [POINT OF CONNECTION - CONNECT TO NEW 1}" WATER METER FOR IRRIGATION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR' THE INSTALLATION OF NEW WATER METER. CONTACT THE RANCHO CUCAMONGA WATER DISTRICT FOR COSTS AND INSTALLTION PROCEDURES. EXISTING WATER PRESSURE: 190.0 P.S.I. NOT TO gCE SYSTEM DESIGN PRESSURE: 72.0 P,S.I. PEAK IRRIGATION DEMAND: 46.0 G.P.M. /J - - ww■ A ' - PARKWAY = 4, Al � A2 q VISTA ►� 1 I I « w w I « ,M I/w 1�" NA ;4" I�" d 1 Ik« " r MY 46 ., .. - ����� 1 � ' ,+ " , . 3�« I�.i ('� 1 - , I,t 1 :" ;/4r Ik - O.4 7JI „� 1/t:' , Al I/it , • �11A'l b " '/ " 3/4" /2' , 2 / I/4 /4 k s /s" /s " /a" 3�4" l.. /z„ /2„ 3/" ��4, ,/Q« W 00 R VA 7 c zvrosl W =W z "00, x W V dAUl impmew mom Lu - �n Q W d- TRACT 13303 Z � _ PRESSURE CALCULATIONS � a W _ 7. SCALE 1'°.20' s IRRIGATION LEGEND WATT Ear SIZE 11/2" • r L. 1648 I - SYMBOL MANUFACTURER MODEL NO. DLSCRIPTION NOZZLE �1A,',IC`., P.M. 5.1. PATTERN O OMITELEVATION 1209 mow 3 RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12H :�• 1.3 30 HALF CIRCLE am t 1812-SAM-PRS 12T !2• 0.8 30 "H1RD = d 1812-SAM-PRS 10LA-H (?• 0.8 30 358 X.433 190 P.S.I. J _ lslz-SAM-PRs ONE (1) CALSENSE 2000-12 - 12 STATION A ATIC REMOTE CONTROL VALVE A3 SIZE i 1�4" Q � O 1812-SAM-PRS 8FLT-H B• 0.8 30 HALF • 1812-SAM-PRS _ 8FLT-0 B• o.a 30 o�R. SPRINKLER CONTROLLER "A", MOUNTED WITHI MEYERS: MAXIMUM DEMAND 46 G.P.M. • SEE CHART FO. PRESSURE COMPENSATING SCREEN -PCs- SELECTION. MEUG-I-M COMBINATION ELECTRIC METER CONTROLLER ELEVATION 1265 VANDAL RESISTANT ENCLOSURE. 120 POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONT LER SHALL BE THE PRESSURE Q R.C.V. 70 P.S.I. IRRIGATION EQUIPMENT RESPONSIBILITY OF THE CONT OR. EXACT LOCATION SIZE IT P.S.I. THIS f,kQUII',_S OVE (l) I';,LSF,!SF 11UISfl1RE SYMBOL MANUFACTURER MODEL NO. DESCRIPTION TO BE DETERMINED IN FIELD BY LANDSCAPE 1 1,2" WATER METER ARCHITECT AND CITY OF NCHO CUCAMONGA AUTHORIZED SENSOR FOR EVERY h011iZ (4) i�;;I�3TI0,! VALVES, Q CALSENSE 2000 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN MEYERS MEUG-I-M 285 ENCLOSURE REPRESENTATIVE. 2" R.P. BACKFLOW DEVICE 9.0 E.G. , A C;;LSENS� 000EL 2000-24 S fA i1EQUIRES v - SIZE NOTED 2" GATE VALVE 1.2 MOISTUr_ SEHSOr,S. PLACEf1E;�T OF t'iOISTURE SENSORS ■ RAINBIRD "EFA-CP-PRS' SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE VALVE - SIZE SHALL aE HF- RESPOPS I B i L1. I Y OF THE IlAiIUFACTU:EP,. NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. 2" MASTER VALVE 1.0 CALSENSE MO "FM" SHALL BE INSTALLED IN-LINE ONE 2" PRESS. REG. (FALL-OFF) 4.0 FOP. 1;JSfALL,410:! ,IND PIIR:C,r,�-1S1~ INFOROAT1014 O RAINBIRD 337DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COYER - 3/4" « " ./� CONTACT: (1) PER TER METER, AS PER NOTES, WITH 10 2" MAIN LINE Loss ET OF SENSOR-SIZED PIPE UPSTREAM OF FLOW r ■ WILKINS 575RP REDUCED PRESSURE TYPE BACKFLOW PREYENTER - 1 « RICH 11URft:,Y SE AND "10" DIAMETERS OF SENSOR-SIZED PIPE 1 lIt REMOTE CONTROL VALVE i s N RISCO T-113 SERIES GATE VALVE WITH BRONZE WHEELHANDLE - LINE SIZE NST '- LATERAL LINE � � I• �J CALSENSE I (PIPE SIZED AS PER FLOW SENSOR SIZE) . 2.0 2075 CORTE DEL iIOG;;L, SUITE J CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY. FLOW SEN SHALL BE INSTALLED MINIMUM TEN (10) -- FITTING LOSS (10:) 2.0 , CARLSBAD, C;�LIFORi;Y_ 520015SENSOR-SIZED ETERS UPSTREAM OR DOWNSTREAM FROM __ ELEVATION CHANGE (LOSS) sT,3 PM 11640 19 HARDIE 102 NO MASTER VALVE 2" - PROVIDE ANY RELAYS AND WIRING REQUIRED FOR AUTOMATIC ANY VALVE, FITT METER OR BACKFLOW DEVICE. WIRES 10.0 AC. (714) 458-0129 bPERATION BY CONTROLLER. Q WILKINS 500 SERIES PRESSURE REDUCING VALVE - 2" PRESSURE SETTING NOTED FROM FLOW SENSOR T ONTROLLER SHALL CONSIST OF ONS TOTAL SYSTEM LossEs 44,1 ' ,� CALSENSE FM-a FLOW SENSOR - 3' (1) BLACK AND ONE (1 ED STANDARD #114 IRRIGATION PRESSURE REQUIRED AT HEAD: 30,0 !THEN V :R'f 1CAL OBSTRUCTIONS (F 1 RE HYORP,1,1 S. ® VALVE WIRES. FLOW SENSOR ALL BE HOUSED IN A VALVE TOTAL PRESSURE REQUIRED: _9(•,2 STREET LIGHTS, 7REFS, ETC. ) IIITFRFERE !!I fH THE -- BURIED PRESSURE 14AIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES 11" BOX AS PER IRRIGATION REMOTE AND SMALLER - SIZE NOTED TROL VALVES SPECIFIED STATIC PRESSURE AVAILABLE: 190.0 SPRAY PATTERN OF THE SPRINKLER HEADS i'.S TO ON PLANS AND MARKED "F.S." FL SENSORS AVAILABLE � �' Y- •/ PREVENT PROPER COVERAGE, ills IR,cIG.;T10,1 BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED FROM RICH MURRAY FROM CALSENSE LO DAT 2075 CORTE REG. PRESSURE AVAILABLE (PRE-SET): li+.T l a _ AlN �� ""` CONTRACTOR SHALL FIELD `.DJUST THE SPRIItYLi=_R PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED DEL NOGAL, SUITE J, CARLSBAD, CA 92 HE MAY BE RESIDUAL WATER PRESSURE: _le.s �:� � ',i i!,C�F�-• ;`^��'Ir�. s s ��� _,��!`�' P i, fir,,,: ,•-.=. '. SYSTEM BY IWST;ILL:L;:G A QUr,;.l E.,, CIitCLE O,. Hr�LF REACHED AT (619) 438-0525. CITY RESIDUAL NATER .a �;,-n�' t � � i CIRCLE SPRIPKLFR HEAD 011 �.,!�CN SIDE OF THF =___= IRRIGATION CONTROL WIRE CONDUIT,INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED PRESSURE REQUESTED: 15-20 P.S.I. `� t ���13 CAREE 5.0 AC. OBSTRUCTIO , S T'0 Pft •.UE PROPER. COVER/ GE. R INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES �: ALL ADJOS f I IE,4 S Vii.,•LL ,;E ,;;'.9F- AT iIO ADUIT100AL INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER COST TO fart 011H ER. f YP 1 V:,L) INDICATES ELECTRIC CONTROL VALVE SIZE NOTE: IN ALL MEYERS ENCLOSURES, INSTALL A #24-PC PERMANENT REMOTE CONTROL PIGTAIL AND TELE E CABLE FOR FUTURE MODEM. NOTE: CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A CAL SENSE REPRESENTATIVE AND A STAFF MEMBER OF THE CITY MAINTENANCE = 9� \DUPL.EX, DEPARTMENT. ,qq Oto A _ O r'l� RACT .144,0; I " ►rt" VILLAGE 9� .6s UNITS .., ,; PARKWA 5.9 ACRES. ��_ NOTE: THIS IRRIGATION SYSTEM W - - � • IS BASED UPON A MAXIMUM 3" � E TERR VISTA /O TOWNHOME 1 2.- D.U=/ALC. WATER PER WEEK APPLIED BETWEEN O \. THE HOURS OF 9 PM TO 5 AM 6 / 3a I I/• l a I I ♦ ., w 3/4" �. DAYS AWEEK. �.. �" (/. 14" .. I" I" I'4L I' ►" 1'/d" I'/.i I• T 1 .. I' .. /t` 1 '>4'• �.. .. _ Q - -- - - N.T.S. _ : ,. . WATER PRESSURE INFORMAT_ON /^ ., OBTAINED FROM JOHN KNAPP AT THE �'"W KEY MAP RANCHO CUCAMONGA WATER DISTRICT ON --- � G .t 11-30-89. i/2" %4. �2« 3/4, I/i„ I/2« I„ 3i4" 3/4` 1/Q.' %t„ �/4„ I��" %2" 1/2" I �u 3/4' /4� I/t" 12,.1'/4" 3/,y•, r �fVrravr MaNuria W W z > �- (TYP.) RAINBIRD 1812-SAM-PRS, 12Q .� Q NOZZLE 1.3 G.P.M. @ 30 P.S.I. -- a DESCRIPTION OF REVISION DATE CITY APPROVED PCS SELECTION CHART DESCRIPTiUII MODEL PCS-020 PCS-030 PCS-040 PCS-DSU PCS-030 PCS-125 PCS-175 ITY OF RANCHO CUCAMONGA TRACT 13303 - GPM 0.2 0.3 U.4 0.6 0.9 1.25 1.75 d d Pagano 0 COLOR BRO!!P SILVER OI,iNGE PL,.-.CK WHITE GRA=tI' YELLOW I IRRIGATION CONSULTANT TERRA VISTA '«WEST`O"M" TERR TSTA PARK�IVAY MEDIAN Q - - _ iANYA ANA CALIFORNIA•4101 FLAT SPRAY 8H-FLT 3' (1;,0°) 4'-6' 7 ' . +8' (714)$36-2353 W 8Q-FLT 4'-5' .4'-5' +8' - - - - #1169211 TR T NO. 13303 LOW AHGL� 10H-LA - - 5' 7 +10, - - IRRI TION PLAN SCALE 1 op:20' TRAJECTORY sp�kAy iss SUPPLEMENTAL LEGEND 'LEW OMES ydc�F � J STD. AIIGL9� M. S•9 qp APPROVED BY: DATE: QSYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN SPRAY. 30 - - - 4� � �y� CITY ENGINEE ' Ru No. 24953 Q. TRAJECTORY 1211 .10'- 8' 8' ..10' +12' _ .`' '� �+ 'II RAINBIRD 1806-SMT-PRS 6" POP-UP SPRAY HEAD 1ZQ 12** 0.1 30 QTR. 127 8' 10' +12' r I IC.NO. 1283 DESIGN RECOMM�N 0 1 1806-SAM-PRS 1 1 1 1 1OH-LA 10** 0.8 30 HALF O nd CoDCeM Ltd WHEN RADIUS OF SPRINKLER HEADS. REQUIRED FOR PROPER COVERAGE, 15 LESS THAN RADIUS A 1?r0 EAST DEERE AVENIN ET SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRIIIKLER HEAD WITH P. RAIII BIRD "PCS" tie DRAWN SAWA E ANA CA 92705 17 .- FOR COMPENSATING SCREEN FOR rLO1I AND RADIUS CONTROL. SELECT SCREEN ON CHART �y� D� SAWA (NA CA 0-48 5 °F 9 FOR APPROPRIATE RADIUS. OF CALF CHECKED PHONE ' DRAWING N RCE NO • ► p DATE FILE NO SHEEZPA4OF 3 7 1. EQUIPMENT TO K INSTALLEI AT A MINIMA OF 24• FRA AUT STBUKTURES 011 NAROS(0109. I ►n ROUMO CONIC. VALVE 101 A COYER 1. VWX UNIT IS KEIT TO A STRUCTURE (1N. MALL, BUILOIR+G. ETC.) MOMMT TEST COCKS BR OPEN OR NON•srRUCTIRE $IRE. � _ ll� CLEAN BACKFILL - SEE SPECS. FOR 'CHRISTY• ft• 101 B f1MOVED •IRRIGATION GATE' MATERIAL. 90S COMPACTION REQUIRED CNRI10 IID (OR EQUAL)1* IN LAWN AREAS �-0000.-.-.-.....-.r--�rnOr /r[VErTOR ASSEMBLY = s 3' IN PLANT ZEDS FINISH GRALINE SIZED BRASS DE •-• GREEN P CIRCULAR CA:[ VALVE BRASS NIPPLE • TYPICAL (4) Atts z VALVE B AMATEK OR EQUAL $PASS 90# ELL - TYPICAL (1) PLACER � I NON-PRESSURE LATERAL LINE• moi. 40 ------------------ IrAss rt►Rt =_ SNAKE PIPE IN TRENCH _ ISH GRADE Huss WYE STR►trEr WITH Ao Ill _ t7- 11 I I I BRASS UNTO MDNEL SCREEM 41( L I QUICK COUPLER VALVE, SEE PLAN ; W,THICK . Ir VIOE CONCRETE PAD AND LEGEND s (LENGTH VARIES PER MUAAIUIACTUKA) PRESSURE •SUPPLY LIME: SCH. �0/CL.31S = Il = XIII 1,111 ��� .�� � SLOPE To DRAIN AT NINIM4J1 21 SNAKE - Mil _ PIPE IN TRE"`I BRASS GATE VALVE 1 III( BRASS NIPPLE, I Few vi SOURCE FINISH GRADE -- _ ' WITH BRONZE NANOMIEEL LENGTH AS REQUIRED = 'iil� I�Ii�I �I �IV jl 6" MIN. DEPTH CLEAN PEA GRAVEL PROVIDE 2. OF CLEAN BACKFILL :•�' -�-.�� fBRASS STREET ELL, TYPICAL �w Au, 12 TYPICAL 3/4• MASHED CRUSHER BRASS NIPPLE - "PtuL CONTROL WIRES - BUNDLE AND TAPE "` • •� (:J Pacts AT 15' O.C. AND INSTALL ADJACENT _ '•• .;. o°..• •"! � :; .•.4 AzwEGATE BASE BRICK STABILIZER, TYPICAL 1' 1i . - � � r ,� • c . . BRASS NIPPLE 6" MIN. LENGTH i Ir11Z•><12• CONCRETE TO PRESSURE SUPPLY LINE IUi i�Il • W. COMPACTION THRUST BLOCKS - TYPICAL SCH 40 PVC MALE ADAPTORS / SCH 40 TEE OR ELL = atOUIft1 I' (2) PLACES � SIH 40 PVC MALE ADAPTORS IT PVC MAIN LINE a TYPICAL (2) PLACES NOT€• DEPTH AS REQUIRED REO �' � C> I 11Nt TO STSTEMlS FLOW 1. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE BOX. -o BRASS V0•_ELL • TYPICAL 36" MIN. LEGTH EBAR L' ( ) PLxE NOTE: STABILIZER, ATTA TWO (2) STAINLESS STEEL BA 1. PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION. GATE VALVE- 3'I or smaller QUICK COUPLING VALVE / IN TURF AREA REDUCED PRESSURE BACKFLOW PREVENTOR TYPICAL TRENCHING 4 AL Dplie.NT QAVtALLE.L- To STP%M"C' 1 CONIC. VA01 LOX 1 PLASTIC COVER WK10 •iRR1"T10N ACV, 'CNRISTY• B9 101 1 FL9D L11 MEYERS : I TO SPIINIL11 • Aill PIPE Ti MEUG-I-N-285ENCLOSURt SPECIF110 WIN V1T11 4S ELL$ ELECTRIC METER N S{ 40 IVC NAtt ADAPTOR COLOR CODED MAP FOR VALVE SCN 0 IVC GIDE f- _ — — LOCATION INSIDE (PER. SPEC'S.) GWI&WA4000 ColtTrbOtL11R BRASS 11PEU ( �^ MALL MOUNT CONTROLLER - 1` �) MOUNT WITHIN ENCLOSURE. �WA�TIT;• R= L _ __J 120 VOLT WIRE IN RIGID STEEL RAIN 1[RD33 OLRCWITiI WIELDY STRUCTURE OR 1' IN ►AME AREAS CONDUIT CONDUIT (P!R LOCAL COD[) . RUBBER CAV - SUPPLY ONE KEY IIARDSCAVIMG CWT11C CONM VALVE ON-OFF SWITCN AND 110 VOLT PtR 12 QCV'S INCLUD[NC ROSE 7' 1N ►lA#1 1E DS SWIVELS. EXTERIOR OUTLET'JO BE PROVIDtD BY FINISH GRAD[ INSTALL IM iINISII GRAD( r— — 1 CONTRACTOR. PLANTER BED ONLY LOCK NUT 1 /I FINISH �• COMMON WIRE/CONTROL WIRES IM 3" -'-- -- D SCH. BO PVC CONDUIT y III TAIL EXPANSION GRA t J ^ I h d �,, s il• LOOP (MIN. 24• LONG) B" 2' X 3' X l" CONCRETE MOOTING I — II 1'1 = I MIM. j INSTALL A MINIMUM OF 3 ABOVt II i 1AASS ANGLI IL01E - CRAD[ AND SLOPE TOP TO DRAIN SLIP BASE SOCKET OVER END OF WIRES VALVE r/UNION ''ILi m " �` a AT A MINIMUM OF 2% i I�ll = FLOW STAINLESSI i r11 , - STEP 1 �IP STAINLESS STEEL ' - U► 14 DIRECT BURIAL WIRING TOBRASS NIPPLE CLAMPs BRASS NIPPLI - I,lu ;.II -BRASS !0' ELL SCREW MP3) VALVESI BUNDLE AND TAPE [VERY STRWIRES APPROX. S/8' FROM ENDS-TWIST TOGETHER MINIMUM t3) PLACES M • �• �1 ' '.. 15 FT. O.C. INSTALL WITHIN MAIN !BASS !0 STREET [LL )/4' WASM0 CRUSMEO APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL BRASS NIPPLE - O" LONG 14 RIBAR STANCE AVA GAT LINE TRtNCIE. CAVITY WITH SEALER ! BRASS 90' STREET ELL (24" LONG) I Ii' i E I i �I SCM b PVC NIPPLENOTts1 STEP 2 �+ i = I •-•-•CONTb► 1 COMPOR VIRES FlIpS11: ACaAts ANZIOV! WNITjL SEM%-CIOSS 6MAM11ELC:olall Priv Ci" tI"pL. pM MFG. pRI11TEp 1NSTVWCTLONS AKO PER LOCK PUT CRIMP SLEEVE OVER WIRE ENDS-CRtMP SLEEVE IMSTM . CO 0001:5 LOC -Tlow 1D " APPMVED 1M pi" by 'TME CITY'2NSPECIT�Vt• AND CUT OFF EXCESS WIRE X11 40 PVC SISIT TEt PRESSURE SUPPLY ►IME CONFMON VIRE TO It WHITE AND CONTROL WIRE TO It RCD 1N COLOR. -PULL BASE SOCXET OVER ENO AS FAR AS ►OSSIB[LE NO SPLICES SHALL It MAD[ BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. STEP 3 J06-4 — •!— -� i NOT : CONTROL WIRIMC SCQUtNCt CORRESPONDS TO OPERATINC SEQUENCE OF REMOTE CONTROL U _ 1. INSTALL CORTMX VALVES A NINI!VI OF tY FROM STRUCTURES OR NAAMMINE. VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCt. �PUSM SEALING PLUG INTO BASE SOCttET I. INSTALL VALVES IE PLAOT /IDS WKREVtR POSS11Lt NETT TO SIDfYALRS. SEQUENCE SHOWON DETAIL IS ►0R REFERENCE ONLY - $t[ lRR1GATlON PLAN FOR p0:;son vALVt SLQU[NCt. PUSH MIRES TO ENO OF LASE SOCKET TO ASSUREAI COMPLETE SEALING OF CON3E=TION PRISSURt SUPPLY - 3. PLACE VALVE LOX AT 1(WT ANl TO STRUCTURES 02 MARDSCAPING. RUN TWO EXTRA WIRE (COLORI ORANGE) TO FARTHEST RCV - FOR FUTURE USE. STEP 4 - LINE FITTING z 4. "t A60fGATE P2101 TO INSTALLATION OF VALVE 10X. PRISSURE SUPPLY LIR S. ATTACH 0001ST1• VAI VE IOtNT1i1CAT1011 TAG 111111 AVILIO►It1ATE CONTROLLER A110 RAINBIRO SNAP-TITS MIRE CONNECTOR VALVt NUPW R , TO COR T RGL Ill Rt. 7 REMOTE CONTROL VALVE WITH QUICK COUPLING VALVE WITH METAL STAKE SHUT-OFF VALVE a UNION/ MASTER VALVE AUTOMATIC CONTROLLE WIRE CONNECTOR 8 6 5 GENERALNOTES • THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT 19 • WHEN THE SPRINKLER SYSTEM IS COMPLETED. THE CONTRACTOR. IN THE (1) YEAR. ANY DEFECTIVE EOUIPMENT. MATERIALS OR POOR WORKMANSHIP OR RELATING TO ANY PORTION OF THIS WORIi- ARE HEREBY INCORPORATED INTO OBVIOUS IN THE FIELD THAT UNFNOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY''S AUTHORIZED REPRESENTATIVE SHALL PERFORM A CITY AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE I.T IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE L COST T OR CORRECTED Ev THE IRRIGATION CONTRACTOR AT NO DESCRIPTION OF REVISION DATE APPROYTO BE CARRIED OUT BY THE CONTRACTOR. SHALL BE BROUGHT TO THE ATTENTION OF THE CITY't3 AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ADDITIONAL COST TO THE CITY. REPRESENTATIVES PRIOR TO ANY WOR► OR THE IRRIGATION CONTRACTOR SCALL ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF CITY OF RANCHO CUCAMONGA 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY ONE HUNDRED EIGHTY (180) DAYS AND SIIALL MATER ON A REGULAR BASIS. UTILITIES. STRUCTURES. AND SERVICES BEFORE COMMENCING WORE. THE THE C;JTY . • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION LOCATIONS OF UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE FLANS OF ON-SITE INSPECTIONS F()hNJA LA/y� ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PL-ANS AND • INSTALL ALL EOUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. - TO BE SCHEDULED AT THE FOLLOWING �, T E R R A VISTA ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CRY OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND STAGES OF INSTALLATION: �v �� M Jq`y�' TERRA VISTA PARKWAY MEDIAN ARCHITECT. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. �� 9` • INITIS aTY PRE-JOB MEETING WITH THE ,-AND LANDSCAPE ARCHITECT. , TRACT N0. 13303 THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO • CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR =� rr ?. c� LIC. N)7. 183 REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. EQUIPMENT. MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY � — r- CONTRACTOR SHALL REPAIR. AT HIS OWN EXPENSE. ALL DAMAGE RESULTING SECTION. TRENCHES. THE CRY a AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. � Df.r E RRIGATION DE I A" FROM HIS OPERATIONS OR NEGLIGENCE. v • THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LEWIS HOMES 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE ARCHITECTURAL PLANS BEFORE BEGINNING WORK. MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. \' TgJf ,E��`' APPROVED BY . DATE: '� — AVAILABLE MATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORV PER THE 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. PLANS AND SPECIFICATIONS. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER CSI,TY ENGINES RC-F_ NO. Z 9� PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK, UF 014 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND DESIGN. REC�`MME;NDE • THE CONTRACTOR SHALL PROVIDE TO THE CITY . UPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE i1 3. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WlORK TO BE THE JOB. A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS. WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT $d FEET l7P Lard Concern. Ltd — EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. COVERED !UNTIL IT HAS BEEN INSPECTED. TESTED AND APPROVED BY THE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. INTERVALS. PROVIDE TWO EXTRA PILOT MIRES TO THE END OF THE PIPE RUN 1750 EAST DEERE AVENIN SHEET IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE' LAST 2 FEET OF THE DRAWN IRRIGATION NOTES C+r7'yS AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS-AND THEIR MIRE AND LEAVE IN VALVE BOX. dd Pagano SANTA ANA �,A 92705 �-• APPROPRIATE SEQUENCED VALVES SHALL BE LAMINATED IN HYLAR AND MOUNTED 2P RHODE (714)250' 4822 �`—� • THIS DES 1 GN 1 S DIAGRAMMATIC. ALL EQUIPMENT SHOWN i N PAVED AREAS I S IRRIGATION CONSULTANT FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. NOTES CONTINUE : me WEUNrt STFon.nlsT CHECKED _ RCE DRAWING NO SANTA AMA CALIF01MJ1 011.1 [� AREAS AS NECESSARY. (714) 1sa p/� DATE FILE NO /� -L'. SHEET33 OF '37 NOTE: NOTE: 1. LOCATE HEAD(" FROM WALKS. CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND 1. •LOCATE HEAD 6` FROM WALKS, CURBS, HARDSCAPING. NOW STRIP, HEADER BOARD, EDGE OF LAWN. /2" A80VE FINISH GRADE EDGE OF LAWN. HI-POP SHRUB MEAD 2. LOCATE HEAD 6• FROM ALL STRUCTURES. 2. LOCATE HEAD 12" FROM All STRUCTURES. 3. USE TEFLON TAPE ON ALL MALE THREADS. FINISH GRADE 3. USE TEFLON TAPE ON ALL MALE THREADS. - 4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMP ING FEATURE AS PER THE IRRIGATION PLAN, u ii L Ili - FLUSH N 1' IN S00 POP-UP ROTOR POP-UP TURF HEAD - 1/2" : FI GRADEN SOD IN SEED OMIT FINISH GRADE � i�li III = II NON-PRESSURE LATERAL LINE 6 FITTING — MARLEX 90' STREET ELL __ SCH 80 PVC NIPPLE MARLEX 90• STREET ELL SCH 80 PVC NIPPLE. ' MARLEX 90• STREE (MINIMUM i" LONG) SCH 80 PVC NIPPLE (MINIMUM 4• LONG) SCH 80 PVC N TYPICAL (2) PLACE SCH 40 PVC TxT 90• ELL (6" LONG) SCH 40 PVC TxT 90• ELL SCM 40 PVC 90• STREET ELL I MARLEX 90•- STREET ELL SCH 80 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATE INE A FITTING ANTI-DRAIN VALVE AS R ED ANTI-ORAIN VALVE AS REQUIRED MARLEX 90• ELL NOTE: MARLEX 900 STREET ELL 1. LOCATE HEAD to FROM WALKS, CURLS, HAROSCAPING. MOW STRIP, AND EDGE OF LAWN OMIT NON-PRESSURE LATERAL LINEA F G 2. LOCATE STREAM SPRAYS 6- FROM ALL STRUCTURES. AND SPRAY HEADS 12• FROM ALL STRUCTURES IN SHRUB AREAS OUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. 3. USE TEf1a11 TAPE 011 ALL MATE THREADS. POP- P TRF ROTOR 11 HI-POP SHRUB SPRAY POP-UP TURF SPRAY HEAD 9 U U 10 I I ROUND 00ucac?e YALE e0i I COVER MARYED 'PRESSURE 'EGULATOR• " M ANTI AR IN PLANT BEDS flNISH GRADE " ELECTRICAL CONNECTORS CHRISTY CONC. VALVE BOX 1• IN TURF AREAS bJITH 2-60 EXTENSIONS AND 2' IN SHRUB AREAS FINISH GRADE LOCKING COVER. BY AMETEK FINISH GRADE PIPE FROM METER— PRESSURE REGULATORCOMFQI WIRE \ VALVES OR EQUAL. - i II I � — SENSOR UNcFs w PIPE TO QAtuFLOY COMMON WIRE EXTEiSION PREIENTOR CONTROL • % WATER-PROOF _— ° F --• CONTROL VALVE -CONTROL WIRE BURY WITHIN CONNECTIONS ( ' { _ =I I ( � MBO BOX WIRES ROOT SYSTEM {O PIPE • _ - - �� CALSENSE DIAMETERS BLACK RED 10 PIPE DIAMETERS _ ..�.-..w�.,.�'a --�.a`�.�.,=..••,s p ANY LENGTH — �1_ 30" �---3 " _ ' :••., •:• . . . : >l •`.�; • 2 14 AWG WIRE r �•= - '' �~ . �--- 2 WATER FLOW IN TO SENSOR 2" �— FLOW 30" 30" MA1NLiNE 3/4- USHED CRUSHED AGGREGATE MAX. F-m P6w unwr •• °J 21' V EXTENSION o o M 2.. — MASTER FLOW BACK-FLOW WATER 11 VALVE SENSOR _ PREVENTER METER 60 MM qw," HARDIE 2"� FEBCO 2" 2" BY DEVELOPER PEA GRAVEL p'S DRAIN SUMP CALSENSE 2" CALSENSE RENDITION OF TYPICAL PRESSURE REGULATOR VALE CALSENSE FLOW SENSOR INSTALLATION 1 ---�- --- CONTROLLER INSTALLATION � CALSENSE MOISTURE SENSOR INSTALLATION DIAGRAMMATIC ONLY _DIAGRAMMATIC ONLY DIAGRAMMATIC ONLY Q �l,�t� P��rt1 t� ��Iu(-►ate ,-�rrf4L iSiPhl NOTES CONTINUE: DESCRIPTION OF REVISION DATE CITY APPROVED • PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE • ALL SPRAY HEADS ADJACENT TO SIDEWALKS. CURBS. DRIVEWAYS. OR OTHER uklrlA LACITY OF RANCHO CUCAMONGA N AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UF BODY 0 BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. TERRA V 1 S T A PIPE OR EQl1IpMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR �� �� �� y TERRA VISTA PARKWAY M E DIA N�� SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH N07ZLES OF THE APPROPRIATE DEGREE OF 4+ F ?� RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE yx TRACT NO. 13303 • ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHED. 40 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW W LIC. NO. 12" _. Z O SLEEVE WITH 36" FIINIMUM OF COVER, SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. CC i�RiGAT10N DETA�S ON PLANS AND INSTALLED PER DETAIL. PRIOR TO BACKFILLING IRRIGATION TRENCHES: DATEHOMES • ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER LEWIS AREAS WHENEVER POSSIBLEIAND WITHIN 18" OF THE HARDSCAPE. ALL GUICI • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" 125 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE it OF CPL1F� APPROVED BY DATE 52— CHRISTY CORC. 'VIICVE BOX. CORRECTED BY REMOVING THE LE4,ING PIPE OR FITTINGS AND INSTALLING CITY ENGINEER Q� RCE NO 34953 NEW MATERIAL IN IT$ PLACE. • ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE DESIGN RECOMME DLP i MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND i1 DP COUPLINGS ARE TO BE ' Land Concern. Ltd.DURA' DEEP SOCKET TYPE. _ N 1750 EAST DEERE AVENUE SHEET DRAW d d Pagano SANTA ANA %5 + f o� �- • CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. IRRIGATION CONSULTANT pf��E (714)250- 7''!)2..0- 482 4822 or meWro►rwwrney"m CHECKED DRAWING NO wrtA wu CA►ioft*A•tyo, _ RCE NO 014)63"3 s D? DATE FILE NO L� SHEET3�OF 3? .._.__ - - SPRINKLER IRRIGATION SPEWICATiOiVS PART 1 - GENERA). 1.01 DESCRIPTION A. Scope of work: Provide all labor, materials, transportation, aha f. TAe chart shall N a ►lacklist or blue line 029114 print amt D. Brass Pipe aha fittings: Q. Miscellaneous Irrigation Egvipmeent 2. System h heads shall l installed only atter stashing of the wo services necessary to furnish and install the Irrigation System as a different color shall be used to indicate the area o1 system has been accomplsAed to the complete satisfaction of shown on the Orar nqs 9nd described hereto. coveragr for eatA station. 1. MA*re indi siaha ed ted on the Oravings, use red brass screwed pipe 1. Refer to Irrigation Plans for sizes types of tAe City of RancAo Cucameonga. conforming to federal Specification TNN-P-351. miscellaneous irrigation equipment. 1.02 QUALITY ASSURANCE i REQUIREMENTS 6. When completed and approved, the chart shall be hermetically �. SDrlydtler N*ads: staled between two pieces o/ plastic, each piece being a 2. F1ttings shall be red brass conforming to Fedora 2. All misclllaneous irrigation equipment shall be a specified A. Permits and Fees: TA! Contractor shall obtain and pay for any and ■tntmum 20 ■its. Specification OWN-P-460. or approved equal. 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this work shall b! all ptnits aha all observ9tlons as required. 7. These cAarts sfialt be completed and approved prior to final E. Copper Pipe and fittings eq u va ent n a respects to those tem zed. i. Manufacturer's Directions: Manufacturer's directions and detailed obsorvatton o/ Cho irriq+tion systtme. PART ] - E)(E�TION drarings scall N followed in all cases where tA* manufacturers of 1. ripe: Type K, AarO tempered 2. the Dr of heads shall not *ached the maximum Indicated the articles used in this contract furnish directions covering points 0. Operation and N9lntenance Manuals: 3.01 OBSERVATION the um Drawings. In no Casa shall tAe spacing exceed the not scorn to the Drawings end Speclflcations. 2. Fittings: wrought topper, solder joint type maximum recommended by the manufacturer. 1. Prepare and deliver to the City of Rancho Cucamonga wi M1n S1tt Conditions: C Ordinances and Regwlations: All local, mma11c1pa1 and stat! laws, ten calendar days prior to completion of construction, two 3. 3oints shall be soldered with silver solder, 45i silver, 1Si 3_04 TEMPORARY REPAIRS and rules and regulations governing or relating to any portion of hard cover binders with three rings containing the following topper, l6i zinc, 24i cadmium, solidus at 1125 f. and 1. All scaled dimensions are approximate. The Contractor shall this work are herebyGla incorporated Into and made t part of chest information: liqu,dus at 1115 f. check and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to Rancho Cucamonga's approval prior to proceeding with work keep the sprinkler system equipment in operatlnq condition. The , Specifications, and their provisions shall be carried out by the a. Index sheet stating Contr+ctOr's address and telephone f. Gate Valves: under this Section. exercise of this right by the City shall not relieve the Contractor of Contractor. Anything contained in these Specifications shall .not n! cis resDonsibillt,es under the terms of the Guarantee as herein be construed to conflict with any of the above rules and number, list of equipment with now and addresses of regulations or requirements of the mama. Novev*r, wAen thew! local manufacturer's representative. 1. Gate valves 3" and smaller shall be 12S lb. SIN bronze gate 2. Exercise extrema cart in excavating and working near existing specified. Specifications and rementsDrawingmil for . describe mattrl+ls, valve with strew-in bonnet, nonris,ng sten and solid wedge utilities. Contractor shall be responsible for damages to workmansfiip, or construction of a better quality, higher standtrd, b. Gtalog and parts sheets on every material and equipment disc. utilities which are caused by his operations or neglect_ 3.05 ExISTIwG TREES Install N under this contract. Check existing utilities drawings for existing utility or larger size than is required by the above rules and 2. Gate valves ]' aha smaller shall h9v! thre94N ends aha shall locations. where it is necessary to excavate adjacent to existing trees, the regulations, the provisions of these Specifications and Drawings c, Guaranttt statement. be equipped with a bronze handwhtel. Contractor shall use all poisible care to avoid injury to trees and sfialt take precedence. ]. Coordinate lnstallatlon of irrigation materials including tree roots. Excavation to areas where two (2) inch and larger roots 0. Explanation of Drarings: d. Complete operating and maintenance instruction On All 3. fate valves 7' aha smaller sAali O! seedlar t0 tbos! pipe, so there shall be filo interference with utilities or occur shall be done by nand. All roots two (2) inches and larger in major equlppnt. manufactured by Nibce er approve equal. other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of pipe or conduct, shall be and ground corers. tunneled under and shall be heavily wrapped with burlap. to prevent 1. Due to the scale of the Drarings, it is not Possible to 2. In addition to the above mentioned malnten9nct manwls, 4. A11 mate waives shall be Install N per tnsta11at1on tetitl. scarring or excessive drying. Where a ditching machine is run close to indicate all offsets, fittings, sleeves, etc. which may be provide the City's maintenance personnel with instructions 4. The Contractor_sha11 carefully check all grades to satisfy trees having roots smatter than oro (2) inches to diameter, the rale or required. Th! Contractor shall carefully investigate the P G. Quick Coupling valves: Quick coupling valves shall have a brass himself that At may safely proceed before starting cork on the trench adjacent to the tree shall be nand trimmed, making clean structural and finished conditions affecting all Of his work for major equipment and show evidence in writing to the City and plan his work accordingly, furnishing such flttings, etc. of Rancho Cucamonga at the conclusion of the project that two-piece body designed for working pressure of 150 P.S.I. the irrigation system. cuts through. Roots one (1) inch and larger to diameter shall De as may n requlrN c meet sura conditions. Drawings are this service Aa s,bten rendered. Operable with quick coupler. Key size and type shall be as shown painted with two coats of Tree Seal, or equal. Trenches adjacent to On plans, 3.02 PREPARATION tree should De closed rtthln twenty four (24) hours; and where this is generally 01agr+mmatlt and indicative of the work to be not DosslDte, the side of the trench adjacent to the tree shall De kept installed. The work sn+11 be installed to such a manner as to E. Equlppnt to be furnlsAN: N. Backflow Prevention Units: A. lleyslcal Layowt: shaded ween burlap or canvas. avoid conflicts between the irrigation system, planting, and 1. Supply as a part of this toneract the fOilorinq tools: archttecturat features. 1. Backflow prevention units shall be of size and type indicated 1. Prior to lnstallatlon, the Contractor shall stake out all 3.06 FIELD QUALITY CONTROL 2. A11 work called for on the Drawings by notes or details shill a• Two (2) sets of special tools required for removing, On tAe trrlgation drarings. Install batkflor preventl0n A"stwre supply lines, routing and location of sprinkler j ystem. disassembling and adjusting each type of sprinkler and units in accordance with the Drarings. A Aa casement of the 5 be ,urnishN and installed whether or not specifically valve supplied on this project. pntiontd 1n the 5pec111cittOns. 2. Nye strainers at backflow prevention units shall have a 2. Ali layout shill be approved by City Of Rancho Cucamonga 1. ire Contractor shall flush and adjust all sprinkler heads for 3. The Contractor shall not rill/idly install the Irrigation four toot calve keys for operation -37 g-Ti bronzed screwed body with 60 mash monel screen and shall be prior to installation. optimum performance and to prevent overspray onto calks, v+lues. stmllar to Bailey r100e Or approved lqu91. road.ays, and buildings a<. much as possible. system as shown on the Drarings when it is obvious in the i. Natty SuDv1y: field that obstructions, grade differences or discrepancies C. Two (2) keys for Baca +utomattc controller. ]. Ail pressure mainline piping between the point of connection 2. If it 1s determined that aajustmen;s In ;nv irrtgatlon in area dimensions exist that might not have been considered and the backflow prtveriter shall be installed as required by 1. Irrigation system shall be connected to water supply points equipment rill provide proper and more adequate coverage, the in engineering. . Such obstructions or differences should be d. Ont (1) quick coupler key and matching hose swivel for local code. The Contractor shall verify rttA tAe local of connection as indicated On the Drarings. Contractor shall make such adjustments prior to planting. brought to the attention of the City of Rancho Cucamonga. In every five (S) or fraction thereof of each type of Quick governing body as to material type and installation Adjustments nay also include changes in nozzle sizes and the event this notification is not performed, the Contractor coupling vivo Installed. procedures prior to start of construction. Submit sAOO 2. Connecttorts shall be made at approximate locations as shown degrees of arc as required. sh+11 assume full responsib111ty for any rlvlston necessary. drarinq for approval. on the Drarings. Contractor is responsible for minor changes 2. The above mentioned equipment shall be turned over to the caused by actual site condlttons. 3. Lovering raised sprinkler heads by the Contractor shall be 1.03 SUBMITTALS City at the conclusion of the project. Before final I. Ch*ck Yalves: sccompllsned within ten (10) days after notlflcatton by the l observation can occur, evidence that the Owner has received C. Eectric+l Supply: City A. Material List: material mxsst be sAown to the Ctty of Rancao Cucamonga. 1. Swing check valves 2' and smaller shall be 200 pound M.O.G. bronze construction alta replaceablecomposition, neoprene or I. Electrical connections for automatic controller shall be made 4 A11 , +nx er ++eau: shall be set perpendicular to finished 1. The Contractor shill furN sh the articles, equipment, ANO ANDLIG 41st and shall moot or exceed Federal Specification to *Ioctrical points of Connection as indicated on the ;Foxes uriess -,thervise designated on the Drarings. materials, or processes specified by now in the Drarings and 1Ga PRODUCT DELIVERY, STORAGE HNrubber wen-ber d Class A, Type IV. Drarings. Specifications. No substitution rill be allowed without prior A. Handling of PVC Pipe and fittings: The Contractor it tamed one t0 _ Wain dire EIA-CP-PRS valves rill be set per manufacturers written approval by tAo City of Rancho Cucamonga. exercise cart in Aandltnq, loading, unlading, and storing of PVC 2. Anti-drain valves shall be of heavy duty virgin PVC 2. Connections sfiall be made at approximate locations as shown s:ecification so that each lateral operates at design 2. Complete material list shall be submitted prior to performing pipe and fittings. All PVC pipe shall be transported in a vehtclt construction with F.I.P. thread inlet and outlet. Internal on the Drawings. Contractor Is responsible for minor changes pressure. any work.material lis list shall include the manufacturer, retch alloys the length of pipe to lit flat so as not to subject parts shall be stalnle s steel and ne0prsne. Anti-drain caused by actual site conditions. model number and Material list al all materials and manufacturer. it to undue bending or concentrated external load at any Point. valve shall be field adjustable against drawout from S to 40 B. Test'rg of Irrigation System Any section of pipe that has boon dented or damaged rill be feet of head. Anti-drain valve shill be similar to the 3.03 INSTALLATION to be used. Although manufacturer and other information may discarded and, if Inst+ll N, shall be replac N vita her piping. Va1cOn 'ADV" or approved equal. 1. Thr Contractor shall request the presence of the City's be different, the following is a guide to proper submittal A. Trenching: Authorized Representative to writing at least 48 hours in format: 1.05 SUBSTITUTIONS J. Control Wiring: advance of testlnq. 1. Dig trenches straight and support pipe continuously on bottom Item No. Description Manufacturer Model No. of trench. Lay pipe to an even grade. Trenching excavation A. If the Contractor Ashes t0 substitute any *quipment or materials 1. Except as noted oth*rrlse, connections between the automatic 2. Test all pressure lines under hydrostatic pressure of ISO scall follow layout indicated on Drawings and as noted. 1 Backflow Proventer FeDco i25Y for those equipment or mater/+ls listed on the Oriwings and controllers and tat electric Control valves sfiall be mads pounds per square inch, and Drove raterttght. Specifications, he may do so by providing the following with direct burial copper wire AWG-U.F. 600 volt. Control 2. Provide for a minimum of twenty-four (24) inches cover for 2 Automatic Controller C+Isense 2000 Series information to the City of Rancho Cucamonga for approval: wiring installed ,n control wire conduit within structure pressure mainlines 3" and larger. shall be made with AWG-TM solid copper wire. Pilot wires note: Testing of pressure natnllnes shall occur prior to 3 Wtt Valve Nibco T-113installation of electric control velums. 1. Provide a statement indicatlnq the reason for making tAe shall be a different color wire for each automatic 3, Provide. for a minimum of eighteen (18) inches cover for +11 4 Etc. Etc. Etc. substitution. Use a sepahos rate sheet of paper for each item to controller. Common rshall Ot 1Ae1tt with a different pressure supply lines. be substituted. color script for eaca automatic controller. Install in 3. Ail piping under paved areas shall be tested under accordance with valve manufacturer's specifications and wire nydrostatic pressure of ISO pounds per square inch, an0 Irrigation submittal must be specific and complete. AllZ. Provide descrlptive ectal literature, performance charts chart. In no cast shall vire size be loss than r14. 4. Provide for a minimum cover of twelve (12) inches for all proved ratertlgnt, prior to paving. items must be listed and should include solvent/prier, wire, non-pressure lines. and flow charts for tach item to be suDstltutN. wire connectors, valve boxes, etc. No copies of 2. Wiring shall occupy the same trench and shall be instailed 4. Sustain pressure in lines for not less than six (6) hours. manufacturer's 11ter+ture (catalo cuts) are required as S. Provide for a minimum cover of eighteen (18) Inches for all g ;. Provide the amount of cost savings if the substituted item is along the sap route as pressure supply or literal lines control wiring. If leaks develop. replace joints and repeat test until entire submittal information. approved• wherever possible. system is proven watertight. 3. The Contractor may submit substitutions for equipment and 8. iackfilling: B. TAe City of Rancho Cucamoegt shall 'have tha sole responsibility in 3. Where more than ort (1) vire 1t placed to a trench, the S. All Hydrostatic tests shall be made only in the presence of materials i1stN en the Drarings by following procedures as accepting or rejecting any substituted item as an approved equal wiring shall be taped together at intervals of fifteen (15) ft. 1. The trenches shall not be backfilled until all required tests the General Contractor, or the City of achene Cucamonga. No outitned 1n Section 1.05 of tAe Irrtq+tion Specifications. to those equipment and materials listed on the Drawings and pipe shall be backfilled until it has Deen observed, tested are performed. Trenches shall be carefully backfilled with Specifications. 4. An expansion curl shall be provided within three (3) feet of the excavated materials approved for backfilling, consisting and approved to writing. 4. Equipment or materials installed 'or furnished without prior each wire connection. Expansion curl shall be of sufficient of earth, lou, sandy clay sand, or other approved approval of the City of Rancho Cucamonga may be rejected and 1,06 GUARANTEE length at each splice connection at each electric control materials, free from large clods of earth or stones. Backfill 6 Furniss ecessary force pump and all other test equipment the Contractor required to remove such materials from the valve, so that to case of repair, the valve bonnet may be site at his own expense. A. The Guarantee for the irrigation system shall be mads in brought to tfie surface without disconnecting the control sfi+11 be mechanically compacted 1n landscaped areas to a dry T. „hen tnr Irrigation system is completed, perform a coverage density equal to adjacent undisturbed moll 1n planttnq 5. Approval of any Item, altern+tt or substitute 1ndlcates ally accordance with the attached form. The General Conditions and wires. Control wires shall be laid loosely in trench without test in the presence of the City of Rancho Cucamonga, to areas. Backfill rill conform to adjacent grades without products apnts Supplementary Conditions of these Specifications shall be filed that the product or parently meet the requireme stress or stretching of Control rite Conductors. dips, sunken areas, Aumps or other surface trreqularltles. determine if the rater coverage for planting areas is with tAt Clty prior t0 acceptance of tfie irrigation system. complete and adequate. Furnish ail materials and perform all of the Orartngs and SDecificatlons on the basis of the S. All splices shall be made with Scotch-Lok 03S76 Connector cork required to Correct any inadequacies of coverage due to lnformatton or samples submitted. 2. A floe granular material backfill will be initially placed on B. A copy of the Guarantee form shalt be 1nc1Lde0 1n the operations Saltnq Packs, Ratnbird Sn+p-Tito vire connector, or approved derlattons from plans, or where the system has Deen riltfully and maintenance manual. equal. Use one spitce Dor connector sealing pack. all lines. No foreign matter larger than one-Ralf (1/2) Inch installed as indicated on the Drawings Then it is obviously 6. Manufacturer's warranties shall not relieve the Contractor of 1n size rill be permitted to the initial backfill. inadequate, without bringing this to the attention of the his liability under the guarantee. Such warranties shall C, The Guarantee form sh+11 b* rt-typed onto tat Contractor's 6. Field splices between the automatic controller and electrical City of Rancho Cucamonga. This test shall be accomplished only supplement tae guarantee. letterhead and contain the following information: control valves will not be allowed without prior approval of 3. Flooding of trenches will be permitted only with approval of before any ground cover is planted. the City of Rancho Cucamonga. tfie City of Rancho Cucamionga. /. Record Drawings: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 8. upon compietlon of each phase of cork, entire system shall De 1, If settlement occurs and subsequent adjustments in pipe, tested and ad casted to meet site regvlrements. 1. The Contractor shall provide and keep up to 4+te aha complete K. Automatic Controllers: j We hereby guarantee that the irrigation system we have furnished valves, sprinkler heads, tarn or plantlnq, or other a record set of blue lino ozalid prints which shall be construction are necessary, the Contractor shalt make all 3.07 MAINTENANCE and lnsttllN 1s fret from defects In materials and leorkm11nsAlp, • 1. Automata controllers shall bt of site and type shorn on the required ad y. corrected daily and shot every cfiange from the original justments without cost to tAe Cit and the work has been completed In accordance with the Drawings drawings. dr+rtngs and specifications and the exact installed and Specifications, ordinary war and tear and unusual abuse, or A. Tne entire irrigation system shall be under full automatic locations, sizes, and kinds of equipment. Prints for these C. Trenching and eackftll Under Pavtn neglect excepted. He agree t0 repair OT replace any defects to 2. Final location of automatic Controllers shall be approved by q' operation for a Derlod of Seven (7) days prior to any planting. purposes may De obtained from the City Of Rancho Cucamonga at material or rorkmanshtp which may develop during the period of one the City of RantAo Cucamonga. 1. Trenches located under areas There paving, asphaltic concrete cost. This set of drawings shall bt kept on the site and year from date of acceptance and also to repair or replace any B. The City of Rancho Cucamonga reserves the right to waive or shall be used only as a record sot. or concrete, wilt De installed shall be backfilled with sand shorten the operation creed. damage resulting from the repairing or replacing of such defects 3. Unless otherwise noted Do the Drawings, tAo 120 volt (a layer six (6) inches below the pipe and three (3) inches D at no additional cost to the City. He shall make such repairs or electrical power to the automatic controller location shall above the pipt) and compacted to layers 3.08 CLEAN-VD 2. These drarings shall also sem as work progress sheets and replacemtnts within a rtesonablt time, as determined b the Cit be furnished D others. The final electrical hook-up shall Y ce 95i enchestfo shall be the basis for ma+surepnt and payment for rock y y, y using manual or mechanical tamping devices. Trenches for after receipt of written notice. In the event of our failure to Oe tAe resDonsi0111ty of tAe Contractor. { {n complet*d. These drawings shall be available at all tips p D q shall be compacted to equal tfie compaction of tAe Clean-UD snali be made as each portion of cork progresses. Refuse and make such repairs or replacements within a reasonable time after D D O4 for observation and shall be kept 1n a location designated by rete/ t of written notice from the Cit w 9utAorizt the Cit to existing adjacent undisturbed soil and shall be left in a excess dirt shall be removed from the site, all walks and paving shall the City of Rancho Cucamonga. Should the record blue Ione p y� y L. Electric Control Yalves: firm unyielding condition. All trenches shall be left flush be broomed or washed down, and any damage sustained on the work of record drarinq progress sheets hat be avail+Die for review or proceed to have said repairs or replacements made at our expense with the adjoining grade. The Contractor shall set in place, others shall De repaired to its original condttlon. not be up-to-date at the tip of any observation (refer to and re rill pay the costs and charges therefore upon demand. 1. All electric control valves shall be the same size and type cap and pressure test all piping under paving prior to the Section 3.10 - Inspection Schedule), it rill be assumed n0 show on Drawings. paring work. 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE work has been completed and the Contractor will be assessed PROJECT: 2. Ail electric control valves shall have a manual floc the cost of that site visit at the current billing rate of 2. Generally piping under lxistenq calks is done by jacking, A. The Contractor shall operate each s stem in its entirety for the the City of Rancho Cucamonga. NO other observations shalt LOCATION: adjustment. boring or hydraulic drtvinq, but chert any cutttnq or City of Rancho Cucamonga at time of the Final Observation. Any take place prior to payment of that assesspnt. ], ►rovtde aha install one control valve box for each electric braking Of sidewalks and/or concrete ,s necessary. 1t shall items deemed not acceptaDlt Dy the City of Rancho Cucamonga shall be done and replaced by the Contractor as a part of the De reworked to the complete satisfaction of the Cit of Rancho ]. Tae Contractor shall make neat and legible notations on the SIGNED: Castrol valet. y contract cost. Permission to cut or break sidewalks and/or Cucamon a. record drawing progress sheets daily as the work proceeds, ADDRESS: concrete shall be obtained from the City of Rancho 9 N. Control Yalve Boxes: showing the cork as actually installed. for example, should - Cucamonga. MO Hydraulic driving will be permitted under g. the Contractor shall snow evidence to the Clty of Rancho Cucamonga a piece of equtppnt be installed in a location that does not PHONE: DATE OF ACCEPTANCE: 1. Use 1 1/2' I.O. x 11 3/4' round concrete valve box with concrete paving. that the Ctty has received all accessories, charts, record match the plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the Fibrelyt* ltd for all gate calves. Extension slewe from ghteen (11) Inches between ooccur"gs, and equipment as required before Final Observation can valve box to gate valve shall be PYC ScAedule 40 - 6" minimum ]• Provide fora mintmeum cover of et original symbols as indicated In the Irrigation legend. The PART 2 - PRODUCTS the top Of the pipe and the bottom of the aggregate base for reloute0 equippnt aha dimensions rill then be transferred size. Yatve box shall be similar to Christy "FB Box" valve all pressure and non- ressure pipin installed under . box with Christy 'FlBO" 114 or approved equal, P v 1 3.10 Ot?SERVAiION SCtiEOULE to tAt original record Orarinq plan at the proper tip. 2,01 MATERIALS asphaltic concrete paving. 4. Before the date of the final observation, the Contractor 2. Use 10 S%t' x 17 1/4" tOntrtte rectangular box w1tA Flbrelyte D. Assemblies: A. Crntractor shall be responsible for notifying the City of Rancho A. General: Use only new materials of brands aha types noted me lid for all electric control valves. Valve box shall ha Cucamonga to advance for the following observation meetings, shall transfer all ,nformatton from the 'record drawing' Drawings, specified herein, or approved equals. similar to Christy "89 Box" with Christy "FL90" lid oraccording to the time indicated: prints to a sepia mylar or similar mylar material procured approved equal1. Routing Of sprinkler Irrigation lines 9s indicated On the . Drawings is diagrammatic.from the City of Rancfio Cucamonga. All cork shall be in i. PVC Pressure Main Lin! ►i pt and Fltttngt: 9 g ammattc. Install lines (and various 1. Pre-Job Conference - 7 days waterproof India ink and aDplted to the mylar by a technical 3. Instail each remote control vaive in a %"orate valve box. assemblies) in such a manner as to conform with the details pen made expressly for use on mylar material. Such pes shall 1. Pressure main line piping for sizes 2" and larger, shall N Each valve number shall be Aeat branded on valve box top with in the Drarings. f. Pressure supply tine instatlatlon aid testlnq - 48 hours be similar to those mani:"actured by Rap,dograph. Kueffell f PYC Class ]15. 2" tall letters. Branding unit available from Nydroscape . Esser, or Faber Castell. Tne dtmanslons shall bt made so as Products, Inc., pAont numnber (714) 639-1850. 2. Install no multiple assemblies in plastic lines. Provide ) Automatic controller lnstallatlon - 48 Hours . CP to bt lastly readable wen on the final controller chart (see 2. Class 31S pipe shall be mato from an NSF approved Type I, etch assembly with its own outlat. • . Section C). The original mylar "record drawing' pian shall be Grade I, PVC compound conforming to ASTM resin specification i Sprinkler Ne Control wire installation - 48 hours d d Pagano submitted to the C,ty of RancAO Cucamonga for approval prior p1711. Atl pipe meust meet requirements as set forth in 3. Instill all assemblies specified herein in accordance with to the compleN on of the controller cAart. Federal Specification PS-22-70, with an appropriate standard 1. All sprinkler heads shall be of the sate size, type, and resDecttvt detail. In absence of + detail Draring or 5 lateral Ilne and sDrinkler lnstallatlon - 48 Hours di mansion (S.D.R.) (Solvent-wed ripe). deliver ten mama rate of precipitation with the diameter (or Specification pertaintnq to a specific item required to IRRIGATION CONSULTANT S. The Contractor shall dimension from two (2) permanent points complete the work, perform such work in accordance with best 6 Covera a test - 48 hours soelaMFOUN»fINTIANT radius) of throw, pressure, and discharge as sieorre on the 9 of reference, bulidtnq corners, sidsralk, or road ], Pressure mato itno piping for mitts 1-1/2' and smaller shall draw) sand/or as specified in these special rov,slons. standard practice with prior approval Of the city of Rancho aAefrA ANA eALsroeweeA et7o1 lmterstctions, etc., the location of tae tollorinq iteeas: be PVC Schedule 40 with solvent welded joints. v Cucamonga. 7. Ftnat Observation - 7 days (714)1134-2saa a. Connectton to exists rater lines. 2. Spray hea4s shall have a scrw adjustment. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt. M 4. Schedule 40 pipe fent/ be meed from NSF approved Type I, r0i7�' y S. When observations have been conducted by Other than the City of Grade I PYC compound conforms to ASTM rosin s eclficatiom dust and moisture btfore installation. Installation and Rancho Cucamonga, 9 y b. Connection to existin electrical power. "q v 3. Reser units snail be fabricated 1n accordance with the solvent welding methods shall be as recommended 0 the ipo show evidence to writing of when and D whom 1 01785. All pipe must pet requirements as set fortA to details shown on the drawings. Federal Specification PS-21-70. q and fitting manufacturer. these oDservatfons were made. c. Wte valves• 4. Riser n1 les for all sprinkler heads shall be the same size C. wo site observations rill commence rtthout •or Built" record M S. On PVC to metal connections, the Contractor shall cork the CITY S. PVC solvent-void fittings shall be Schedule 40, 1-2, II-I NSf as the riser 1 sn tAt s rtnkler bed withougs. In the record the Contractor calls for n site visit DATE • t. Route of sprinkler, � nq P y• peal connections first. Teflon tape or approved equal, DES RIPTION OF RE VISI N Routing pressure Tints (dtmansttm max. approved conforming to ASTM test procedure 02466. runout "As-Built' record drawings, without completing previously A"��0 shall be used On +11 threaded ►11C to PVC, and on all 100' along routing). S. All sprinkler heads of the same type shall be of the same noted corrections, Or without preparing the system for Bald vtstt, P threaded PVC to peal joints. light wrench pressure is all ne shall be rtsponslble for relmburstn the Cit of Rancho e. Sprinkler control valves. i. Solvent repot and p.,maT ler .� son methods rpipeest bed ° y CITY OF RANCHO CUCAMONGA manufacturer. tAat is requlrN. Wheys tAreaded PVC connections are Cucamongaq portal fittings sh+11 bt of type aha installation methods prescribed required, use threaded PVC adapters into which the Alpe may at his Current b1111n rates per hour real to portal by the manufacturer. 8 Identification Tags be solvent welded. (plus transportation costs) for inconvenience. No further site f. Routing of control wiring and locations of a1T splice visits will be scheduled until this charge has been paid and boxes. 7. All PVC pip* must bear the following markings: 1. I.D. tags for electric control valves shall be manufactured received. g F. them Clearance: All 11nes shall have a minimum clearance of from Polyurethane r Oesopan. Use Christy's standard tag twelve (12) inches from each other and from lines of otAer g. Qr1ck coupling v+lues- a. Manufacturer's Hast bot stamped with black letters on yellow background. Tags trades. Parallel lines shall not be installed directly over one TERRA VISTA A. Stub-outs for future conntion. 0. Nominal pipe size shall be numbered to match programming shorn on the ec t. Schedule or class drawings. Provide one tap for eacA electric control valve. another. d. Pressuref. Automatic Controller END OF SECTION TERRA VISTA PARKWAY MEDIAN! t. Other related equipment as directed by ten City of e. MSF (National Sanitatlon ioandatton) approval 2. Special order tags from T. Christy Enterprises, 1211 Struck mormoTRACT O 13303 RancAo Cucanga• f. batt of ttruslae Avenue, Orange, CA !2667. Phone (714) 771-1142. Install as per manufacturer's Instructions. Rete control valves f. or or before the date Ot ten finial obsery+lean, the 8. Ali, fittings shall bear the manufacturer's acme or trademark, R Yandat Rtsestant controller EnclosOre: shall be connected to controller in numerical sequence as thUwn on iRRIGAT[ON SPECIFICATIONS Contractor shill deliver the corrected and completed sepias material deslgnatiom, size, applicable I.P.S. schedule aha the Drarings. to the City of Rancho Cucamonga. Delivery of the sepias rill NSF seal of approval. 1. Controller enclosure sAail be of size and type shown on the G. High Yoitage Nirinq for Automatic Controller: not relieve the Contractor of the responsibility of irrigation drawings and irrigation detail sheet. s. furnishing required information that may bi omitted from the C. PVC Non-Pressure Lateral Ltp llpiaq: bWA- (/� . 1. 120 volt power connection to the automatic controller shall \F NQ LEWIS HOMES prints 2. A backboard shall be secured to the controller enclosure be provided Dy the Contractor. ��\' `rC ' T. Non-Pressure OuriN lateral Tine Otp/ng shall k PYC Sthetel! Aoustny to provide a base for mounting the automatic M. S ',iO L'1���' C. Controller Charts: so rtth solvent-veld joints when instalied in planting areas. sprinkler controller and terminal strip. �O �� A�, ?I APPROVED 9Y: DATE: 2. All electrical work shall conform to local codes, ordinances, L = ,. As-butit trawl and union authorities baring jur,sdttt,on. 4• �`' �' CiTY EN GINEE RCE N0.2*5 3 reps shaTT be approve# by the City N Rancho Z. Nor1-pressure lateral line piping Installed under paved creat 3. A 117 volt duplex box shall be provided with and On/Off � '� n Cucamonga before controller charts aro prepared. shall be PVC Schedule 40 with solvent voided joints. I switch. and 117 volt receptacle. Metal conduit shall run - 7 H. Renate Control Valves: from the 117 volt supply to the controller housing. All W UC. NO. 1283 _. _ DESIGN RECOMMENDED 2. Provide one controller chart for lath control Ter *uppited. 3. Pipe shall M made from NSF approved, Tyyppee I. Crede TI PVC power within the housing shall be properly phased. 1. Install where shown on the Drawln s. When romped together. OC �, r compound conforming t0 ASTM rests speciftcatton 017M. All 9 9 Lr�-"-`! '' d CQ[�cern,Ltd allow at least twelve <12> Inches between valves. Install MC Aa 3. The chart shall show 14 area controlled bt the Automatic pipe must moot requirements set forth in Federal 4. A terminal strip shall be provided, clearly indicating ten DAT controller and shalt be the maximum size wA1cA the controller Specification PS-it-70 rttls an approprtab standard ttman:tom proper points of connection of all appropriate wiring earn remote control vaire to a separate valve box. 1750 EAST DEERE AVEI�� SHEET Boor will a11ar. ratio. (station valves, master vaire, common, central control.) I• Flushing of System: DRAWN LP SMffA ANA CA 92705 -_or t. The chart 1t b M a retucN trawl of the attuaT lattaTTN t. Except as meted in paragraphs 1, 2 amt ] of section 2.078. 1. After all her sprinkler pipe lines and risers are in place q system. Nowerer, in the event the controller sequence is all requirements for non-pressure lateral line pipe amt F OF CAI�� � ��E �7�4�250--4822 not legible when the drawing it reduced, it shell be fittings shall be the same as for solvent-veld pressure maim and connected, all necessary diversion work has been . enlarged to a size that will be readable when reducet. line pipe and fitttngs at set fortA to section 2.448 of these completed, and prior to tnstallatton of sprinkler heads, the CNECMEO DRAINING 160 R.0 E NO ipeclflcattons. control valves shall be opened and full head of rater used to � _L f)uth oat tat system. D.D. PAGANO DATE - FiLE No _� I _- , - _ __ _ .. . ._ . SNEET3s%AI 7 — _ PARKWAY VISTA TERRA — r t t ♦ t r t tr ♦ t { ♦ • ♦ r • ' ♦ ♦ + 1 + v + T 1 ♦ a i t i -+ s 0 t t . . . t �. ♦ ` r t ♦ ♦ ♦ ♦ i . + + ♦ + + ♦ + . + i ♦ i J ♦ + i + ♦ + 1 ♦ ♦ . ` — G G TW r1Fo T W 7 C T-'� d -Ig d5 F 2-15 1-5 It Z EF E F EF OC 0.s M G E F -S �4 S -s _ — 25 V TRACT 13303 7 - Z woo Q Q - v W 's Q 10:20* SCALE z � NOTE`: REFER TO SHEET*3 FOR PLANTING LEGEND B LEGEND PLANTING DETAILS R SHEET *l- U J FOR PLAITING SPECIFICATIONS, PLACEMENT LAC ENTBOFTTREEITSHLLBESP: ESPALIERED SYM. QTY. S;.z o.c. BOTANICAL NAME COMMON NAME Q INSPECTOR. GAL GALLON CONTAINER d. G.C. GROUND COYERlow EF 330 5 GAL 3' ESCALLONIA HYBRID DWARF ESCALLONIA HT. HEIGHT "NEWPORT DWARF" ARCHITECT GROUND COVER LEGEND LANDSCAPE CONTRACTOR , , M MINIMUM PTW 'S 4 P ITTOSPORUM TOBI RA WHEELERS DWARF "WHEELERI" 3;' o M.T. MULTI _TRU - --- USE A 4" THICK COVERING OF D .C. CENTEI J 296 t GAIL 18" TRACHELOSPERMUM JASMINIOI DES STAR JASMINE j • "COARSE GRIND" SHREDDED MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA (714) 633-3666, OR CITY APPROVED S.D.A. SEL OODD B L. A. EQUAL. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR SPEC. S P E C I M APPROVAL BY CITY INSPECTOR. SP . SPREAD '�� E PM 11640 � '-- - NOTE: PLANTS SHALL BE LOCATED 1/2 DIAMETER OF MATURE GROWTH FROM fK0 ISD 4- ► o 160,115 10.0 AC. EDGE OF HARDSCAPE. N pNt.y AGTv4L. pu�►NT O.v^r-j-r rssS sKA►w Se eAsW bN PLANTIN Y INDtCATf.D JapAC�1NCas UP HAvE P�-P�GN ovL�c -THe *s1%ft*A-T%90 gc�-nres. TREE LEGEND NOTE: CONTRACTOR SHALL PLANT ALL TREES Sym. pTY. SIZE Al �,, . P y" » q q O.C. BOTANICAL NAME COFl�N NAl� �� +/ � ��'!�-` WITH ROOT BARRIER PER CITY STO. DETAIL SEE PLANT LIST OR ' 1� n ��>. . : $ '';• ;. 5.0 AC. t (605x). ANY TREE WHOSE TRUNK. CENTER IS LEGEND OR fY _ A MIN. OF 5 FT. FROM HARDSCAPE SHALL BE ' I SIZE OF PLANT MATERIAL -j PLANTED WITH ROOT BARRIER APPROVED BY GALLON OR BOX SIZE 4. MG 27 27 20' MAGNOLIA GRANDIFLORA SAMUEL SOMMER �> ,�, "SAMUEL SOMMER" THE CITY INSPECTOR. QUANTITY OF PLANT i .-;. 8 MATERIAL ,. -lil LLAGE. IZLIPLE ; qO � RACT '.14 O • y 66' UNITS VILLAGE S:9 ACRES;, - TOWNHOME 1.l2�D;U:fIC- w P KWA :.1 I :r \ N.T.S. r. 0 m KEY MAP a — + 6. ♦ ♦ ♦ i i ♦ f ♦ ♦ f ♦ t ♦ f * ♦ ♦ f ! ♦ ♦ ♦ ♦ ♦ ♦ t { ♦ ♦ ♦ ♦ ♦ ♦ ♦ r ♦ t r • . t r ♦ • r r • r �- CJ/^ W — r� r r r ♦ ♦_ t ` t ♦ — __ t ♦ t ♦ f ♦ f t ♦ i ♦ 4 + � ♦ ♦ ♦ ♦ • ♦ ♦ � • .♦ `� `t � r ♦ + i ♦ • • { + ♦ ! •♦ •♦ E ! ♦ t ♦ ♦ ♦ a f t t i •t i i � f + i i ♦ ♦ ♦ t r ♦ f t• ♦ Y ♦ * ♦ 1 f ' ul 10.3" I� W • Z EF EF T T 6a I•� E F E F Ti �, S Sa•S "5 f DESCRIPTION OF REVISION DATEA CITY Q N ITY OF RANCHO CUCAMONGA TRACT 13303 _ •� -TERRA VISTA O � TERR TSTA PARKWAY MEDIAN Q . LU TR T NO.- 13303 PL a TING PLAN SCALE 1':20' J[.EW OMES APPROVED 8Y. DATE: y •p�•�, CITY ENGINEE RC.E NO. 24853 Q V VC.NO. 1283 � t�t DESIGN REC MTo oIV tC21.Ltd DRAWN �?C•OEAST DEERE AVENIN ET �S - SANTA ANA CA 92705 of _ T o PHONE (714)250-4822 � CP1'l� CHECKED , ORAWINCI N R.C E NO DATE FILE NO SHEET---o-OF .37 Ct44URETE 10,CONCRETE SMS E. Plant List = is indicated oft drawings. 14.PLANTM V*95+ +AND D COVERS {. Fertilization - Fertilize three (S) weeks after Planting with S 1a SCOPE Flat surfaces shall be screeded to the required levels and slopes and A. Vines and shrubs shall be planted in pits at least 18" greater Pounds per 1,000 sq. ft.; fertilize thereafter every then an excess water and laitance removed. Concrete shall be F. Sizes (1 Plants - Shall be as stated an the Plan. Container in diamter than their ball of earth and at least 12" below the thirty (30) days. Y stock (1-gallon, 5-gallon, and 15-gallon) shall have been grown Furnish and install all cOn4rete work Complete as indicated oft the compacted with a grid tamper and then floated to a true level surface in containers for at least one 1 bottom of the ball. Campactid soil at bottom of pit shall be ( ) year, Dut not over two years. within the tolerance of 1/8" along a 10" straight edge. looseded and the pit filled with 'prepared soil" to the bottom C. Disease and Pest Control - For Control of slugs and snails. drawings and specified including: 0f the ball. When the plant has been properly set, the pit apply pelletized trice cium arsinate 5% by weight and G. Substitutions - Substitutions for the indicated plant materials See plans for concrete finish in landscape areas. shall be filled to the required grade with "prepared soil" and metaldehyde SY by weight as per manufacturer's recommendations A. Furnish and set all reinforce steel, bolts. and anchors. will be permitted provided the substitute materials are approved two (2) weeks after installation. ng thoroughly settled by tamping and watering. All vines shall be 71 EXPANSION JOINTS in advance by the L.A. and the substitutions are made at no removed from stakes, untied. and securely fastened in an AWpostktdaaPµ3catleme. sa-1CAmaoom>ritloal {. Install all-items required by other trades which are to be cast into • additional cost to the Owner. Except for authorized variations approved manner to the wall. fence, or other surface next to For control of cutworms and other soil insects, apply Metro concrete. all substitute plant materials shall conform to the which the p brand soildrin as r manufacturer's recommendations two (2) Placement of expansion joints shall be as directed and determined by y are teemed. � layouts of slab markings noted "E.J." on drawings. Expansion joint requirements of these specifications If the accepted substitue weeks after installation. This product contains Dieldrin. C. Corerete mow strips, footings for walls, fencing, benches, etc., materials are of a less value than those indicated or ified, where applicable. material shall De Quick Joint, or approved equal, or as noted in specB. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. the Contract price will be adjusted in accordance with the plant. Water thoroughly, backfillingvoids with additional Plans. provisions of the contract. y• an prepared planting mix. Exterminate gophers and moles and repair damage. �• GENERAL I& PROTECTION H. Plants Not Approved - Plants not approved are to be removed from 0. Prunin - All shrubs and trees shall be inch as All requirements of subsection 3.31 standard specifications for site immediately and replaced with suitable plants. - The L.A. C. Ground Covers -9 0 Pared Public Works construction, shall apply except as specified herein. All finished concrete work shall be barricaded t0 pedestrian traffic and/or City reserves the right to reject entire lots of plants necessary to encourage new growth and to eliminate rank Sucher for three (3) days. Barricades shall be placed immediately after (1) Pits for flat sized plants to De at least 6"x6"x6". Ground growth. Old flowers. and dead foliage and limbs sMll be •� MATERIALS concrete finishing. Contractor shall furnish, represented by defective samples.place, and remove a cover areas shall be moistened prior to planting. Ito flat removed. No major pruning shall be dont without the approval of of his own barricades. Contractor shall be responsible for any FERTILIZERS AND SOIL CONDITIONERS plants shall be planted in dry soil. the city maiwtenance inspector. A. Portland cement shall conform to ASTM-C150, Type I or Type 11. damage to new construction and or repair of the work • shall be made without added costt to to the the Ci City. a'Samples of all soil ammendments, sod and lents shall be submitted for (2) Set plants in center of pits so that crown of plant will be E. Needing - All planting areas including lawn, groundcover and D level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Weeds shall {. Concrete aggregate shall conform to ASTM-C33. inspection and stored one the site until furnishing materials of is backfill and water. be dug out by the roots and disposed of off site. 13, PATCHING cdnpleted. Delivery may begin upon approval of samples or as directed by C. Water shall be clean, free from strong acids, alkali, oil or organic L.A. and the City. (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance Period, the Comtracot matter. If patching is necessary and permissible, a bonding agent such as 4" but not more than 6" in length. shall fertilize per 126 - Lawn Maintenance and 127 Grovndcovers Weld-Crete, or A. Organic fertilizer shall be processed sewage sludge with a and Shrub Area Maintenance of these specifications. equal, shall De used. " 15. TREES AND VINES OCCURNG IN LAWNS D. Admixture for all formed Concrete shall be SiIU Chemical Core's - minimum content of lY nitrogen and 21 Phosphoric Acid Simi)ar to "Plastiwent" or approved equal, applied in strict accordance with Nitrohumus". Method of processing shall not destroy normal 26. GUARANTEE AND REPLAC MENTS manufacturer's directions. 14. CONCRETE CURBS bacterial content. Trees and vines occurinig in lawn shall be planted before final Construct concrete curbs at locations shown on Plans as detailed, preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as E. Reinforcewent: reinforcing steel ASM-AIS and ASTM-A305. B. Nitrogen stabilized sawdust shall be bulk, with the following to growth and health for a period of ninety (90) days after Wirefabric: ASTM-A18S. true to line and grade, as approved by the local County or City. Use natural grey Portland cement concrete. 2000 psi compressive strength. nitrogen content based on dry weight: 16, CARE OF PLANT'S BEFOR AND DURING PLANTING completion of the specified maintenance period, and/or find F. Forms Locate expansion joints as detailed or shown, and as directed, at O.SY for Redwood Sawdust acceptance by the city. All trees up to 20" box size shall be TFT-Lumber shall be "construction grade" douglas fir. intervals not to exceed fifteen feet (15'). Finish with steel 0.75 for Fir Sawdust Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and row in on acceptable (?) Plywood used for forming shall De at least 5/8" thick, and edge trowel. then brush with bristle brush parallel to face or edge. 1.OY for Bark or Pine Bark or Mixure 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 sealed. all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by 1 5. CLEAN-40 Salinity - The saturation extract conductivity shalt not ericeed except while being placed in the ground. Wilted plants. whether in place the city. Trees in 20" boxes or larger, and all field grown G. Expansion joint filler shall conform with ASTM-D1751 (premolded). Sal pity - The / at at ?SC. or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in Upon completion of all concrete work and before final acceptance, expense. an acceptable upright position for a period of one (1) year Contractor shall remove all tools, surplus materials, apparatus, after completion of the specified maintenance period, and/or 4, CONCRETE debris, etc., from the site and the site shall be left in a clean. 1 T.WA SASS city acceptace. . Commercial fertilizer shall be delivered in sacks with manufacturer's A. neat condition acceptable to City. label showing 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 plant to form a watering basin at the edge of and following the the life of the Contract, includir._ the maintenance period or (1) Contractor assumes responsibility for tn. design mix and S. STAKING MATERIALS guarantees the specified ultimate strength as indicated or , w��A �,�tt`+ shape of the planting pit area. Mounds for tress and for vines those plants injured or damaged as di render them unsuitable for specified herein. L.n V�Jw�.7 A. Tete staking shall be as per detail. frau 5-gall on or larger containers, otherwise spec ifird shall be the purpose intended, shall be immediately replaced in kind and (2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. 1. SCOPE at least 4" high. Mounds for all other trees, vines or plants sire at the expense of the Contractor. not otherwise specified shall be at least 2" nigh. Excavated (3) Ready-mixed concrete shall conform to ASTM-C94. B. Tits for holding trees shall be as 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 oe 1 Q GRADING AND SOIL PREPARATION to the required grade with prep red sail, and additional to meet the requirements of the guarantee. Replacement shall be performed in accordance with the best standards of practice relating to nitrogen stablilized sawdust worked into the surface as required wade 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 1/10th of 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. The work included in this section is as follows: B. At the end of the 180 day maintenance period all watering basins and around all reinforcements without any segregation of the B. Moisture Content - The soils shall not De worked when the materials, cause excess free water to collect on the surface or moisture content is s0 great that excessibe compaction will Z T CLEAN-UP Finish grading for planting, soil presparation. fertilization, planting. 9 in lawn areas shall De leveled to finish grade and the area • cause excessible bleeding of the forms. 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. Mater shall be applied if Upon completion of the work in this section. Contractor sMll remove all (2) The recommended practices of the American Concrete Institute clean-up, staking, guying, and esparlierinq, miscellaneous allowances. necessary to provide ideal moisture content for tilling and for shall De followed in all applicable procedures. The maximum 1 0, WATERING rubbish. trash and debris resulting from the operations; remove disused slump shall not exceed three ice inches for footings, slabs planting. equipment and implements of service; leave entire area involved in a neat slump s and mass concrete five (in inches for foundation walls. Z. APPROVALS A. Immediately after planting. water shall be applied to each tree and acceptable condition such as to meet the approval of the city. C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water manner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots X E R i S CA P E ASSESSMENT SYSTEM SUMMARY shall be applied in a moderate C. Control A. All sprinkler work shall inspected and approved prior to the start of :ha 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 and mulch, allowance shall be made so that when finish grading approval of Owner, and no changes shall be made withuu, his prior B. Prior es has be y s excavation for planting or placing of stakes. locate all un, there shall be no deficient in the specified depth utilities, electric cables, conduits. sprinkler lines. heads, valves. 9 � S. Plants which cannot be watered efficiently with the existing POINTS REFERENCE written approval. and valve control wires, and all utility lines so that proper of mulched planting beds. water system shall be watered by means of a hose. CLAIMED (Sheet#/Ref.P) precautions ma- be taken not to 4smage such improvements. In the 0• Weedin - Before and during preliminary and finish grading, all I. LANDSCAPE [Point Value] s. FORMWORK event of a conf.ict between such lines and plant locations, promptly _9 g D Y g 9 C. Apply water in ire.sufficient quantities. and as often as seasonal weeds and grasses shall be dug out by the roots and disposed of conditions require. to keep the ground wet at all times, well A. Forms for concrete work shall be either metal or wood. Forms that notify the City Inspector who shall arrange for relocation for one Off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be 1. Water conserving plants.[20J are warped or that do not have a smooth straight upoer edge shall not or the other. Failure to follow this procedure places upon type. less than 2-1/2" high and not Dearing seeds, which may taken in watering slopes so as not to cause erosion damage. be used. Forms shall be set with the upper edge of the board true to Contractor the responsibility for, at his own expense, making any and ed al l repairs for damages resulting from work hereunder. turned under). Oats more than 2-1/2" high and not Dearing seeds 2. Turf limited t0 25% (45% I'C3ideridal.[20J, � �/et- , 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 OA- not more than four feet (41 apart so as to remain immovable include, but are not limited t., the following: flats, each plant shall be immediately and thoroughly watered by throughout the Construction. Ail forms shall be approved by Owner - within a tolerance df one percent (lY). All miterials shall be means of a hose with a slow-running stream of water. 3. Plants grouped by watering need.[1�� a accurately and separately weighted and mixing shall continue until 3.OUANTTflES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant 1lII�TREE STAKING the distribution of material is uniform and the mass of concrete is Plant materials shall be furnished in the quantities and/or spacing as Alfalfa Johnson Grass Mire Weed Morning Glory 4, Hardscape (non-irrigated) surfaixs.[10] Qj�4 homogeneous. shown or noted for each location and shall De of the species, kinds, St. Augustine Grass Stake all non-guyed trees at time 0f planting by plating stake in the sizes, etc.. as symbolized and/or described in the "Plant Material prepared hole and driving it 18" into solid ground. Plant the tree as s. PermeablC avin . S 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 shall be sof then to a depth Of 12 inches close to the stake as possible without crowding the roots. Fasten the P 8 tA [ J -- withheld from the mix at the plant, and all or a portion may be added only as a convenience to Contractor and assumes no responsibility for its below grade with the spacing of the ripper teeth no greater than tree to the upper end of stake in at least three places using cinch tree f withheld the mix at the job site as directed by the Inspector- The accuracy. The Landscape Contractor is to verify all sizes and 17 finches „n center prior to placing conditioner and braces. 6. water turf vanedes.[31 fe-tilizers. All rock and debris more than 2" in diamter shall 20•ESPAI- �s �h concrete shall be mixed at least 5 minutes atter such water is added nurnritiPs. be removed from the site. . Mulch provided in non-ground Cover at+eas.[SJ and not less than 3 minutes of this time shall be immediately prior All trellises and stakes are to be removed from plants and the plants to the discharge of the batch. Total mixing time after adding 4.VERiMCATION OF DiIMENSIONS AND OUANTITiES F. Trenches - If sprinkler system is installed after grading and shall be fastened and trained against fences or Ovalis as directed by the original water shall be at least 15 minutes. ,, �eT ing is completed, the upper portion of the backfill City• 8. Soil amendments.[SJ A Dimensions "re approximate. Before proceeding with any work, Contractor shall be retitled and fertilized to the depth specified for the C. Concrete which is not placed within 90 minutes after the introduction shall verify ail dimensions and quantities and shall immediately inform t.•"t requir-d, to conform to the specifications. Z 1•CERIATES Total Points Claimed of cement and water• and concrete which has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or 7RCR after leaving the mixer, shall not be used. specifications and actual conditions. No work shall be done in any area 11. FINISH GRADING In addition to any Other certificates specified. Contractor shall furnish where there is such a discrepancy until approval for same has been given a certificate with each delivery of bulk material, stating the source. [ I'm um d. CONVEYING AND PLACING by L.A. and city. Points Required: 601 When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the A. Before a. INSPECTION complete and the soil has dried sufficiently to be readily worked, all specf ration requirements. For bulk delovered oraganic fertilizer, the pouring, all forms shall be thoroughly cleaned and made tight. lawn and planting areas shall be graded to the elevations indicated on The bottom of trenches shall be wet down before pouring footings; certificate shall also state the volume, net weight, percent o Nitrogen II. IRRIGATION[Paint Value) earth shall not en muddy at the time of pouring. Concrete shall not A. Ail inspectio�is shell De mads Dy l.A. an0 city• Contractor shall the drawings. Grades not otherwise indicated shall be uniform levels or and percent of Phosphoric acid. For each fertilizer and soil ea placed until reinforcements, rough hardware, and forms are request ictloosion at least two days in advance of the time slopes between points where elevations are given. Minor adjustments of conditioner, in containers, a similar (.ertificate or invoice shall be finish grades shall be made at the direction of the city, if required. furnished stating total quantities by weight and volume for each 1. Low gallonage irrigation.�Ptem.[201-- • X0 _ 4 7 approved by Owner, inspection yg required material. These certificates shall be submitted to the L.A. and city B. Irtspectfon will be required for the following parts of the work: Finish grade shall be a smooth, even and uniform plane without abrupt prier to the start of the maintenance period. 2. Automatic controller.[201 change of surface. Soil areas adjace:it to buildings to allow a natural B. Before depositing new concrete against old concrete, all laitance shall be removed, and the surfaces roughened to expose the embedded run-off of water, and surface c•ainage shall be directed as indicated on 2Z.PROTECTION 3. Designed t0 Water larliS by watering terin needs. 1� 4e7 9 DO (1) During finish grading and soil preparation. the drawings by remodeling surfdLes to facilitate the natural "run-off" contractor shall carefully and continuously protect ail areas included in $n P b $ [ J- t aggregate. The surfaces shall then be covered with cement grout, of water. Low spots and pockets shall be one inch below rade of using the specified mix with 1/2 of the course aggregate omitted. (2) Plants, after delivery to site and prior to planting. D 9 the Contract, including plant materials, fences, supports. etc.. until 1-1/2" thick, adjacent payment of ani kind. Grading shall be done when soil is at final ac-Pptance of the work by the L.A. and city. 4. Soli rr101stUIC senSOrs.[101 _ �a �i'. Optimum moisture content for working. _ C. Conveying and placing of concrete shall be done so as to prevent (3) When vines, shrubs, and trees are spotted for planting, t• separation of ingredients. and in no case shall the free fall exceed planting holes are n„t excavated. __ L -M A I NTEMA M 5._ SCnsors.[S1 • Rain sensbrs.[SJ 6 feet. Tremies shall be used as required. Surfaces of concrete (4) Specimen trees at source, before delivery. A. Contractor shall maintain a sufficient number of men and 6. Wind METHOD OF PLANTING AND WORK PROCEDURE adequate equipment to perform the work Herein specified. Plan shall be kept reasonably level. with a minimum amount of concrete 1Z Q being allowed to flow after being placed. Placing shall be (5) lawn areas prior to planting. maintenance work shall consist of applying water, weeding. performed as a continuous operation until each section is Completed. A. No planting shall be done until all operations in conjunction caring for plants, including groundcovers, Shrubs and trees. 7, SCQSItiVC to slope factors.[51 ��;7 with the installation of the sprinkler have been (6) Planting areas prior to planting. r sedging, aerating, and mowing of lawns, fertilizing and control - low 0. Concrete shall be spaded and vibrated with mechanical vibrators to completed, final grades have been established, the plalrting areas of pests and diseases. 8. Reclaimed Or a maximum subsidence, without separation of ingredients. The moving (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the tL'Cjicled water,[� of concrete by vibration will not be permitted. calendar day maintenance period ("Final Inspection"). work approved by the city. B. Damage to any planted area shall be repaired immediately. T• GROUT (8) At completion of ' calendar day maintenance period ("Final D Depressions caused by vehicles or foot traffic shall be filled Tbtal Points Claimed B. The relative position of all trees and lents is subject to with topsoil, leveled, and replanted. Exterminate gophers and approval b the Cit and shall if necessary• be relocated as Maintenance Insect- • ")• Y Y � moles, and repair damage. -[Minimum Points Required: 601 A. Grout shall be composed of one part Portland Cement and two parts of directed as part of the Contract. fine aggregate by volume. Materials shall be mixed dry and water (9) Inspection reports shall be made for each -inspection by the added just sufficient to make the mixture flow under its own weight. L.A. and one copy shali be submitted to city and Contractor. C. All plants shall be removed from thier Container and set s0 C commencing from tthe stime allmidtemsiofwork haverbebeen completeto that, when settled, they bear the same relation to the required 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 0• The project shall be cared for in a neat, clean condition at all moisture, but no free water, shall appear on the sample. Do not mix e• CER I W-ICAT10N pit and backfilled unless otherwise specified, with the prepared Or-s to the satisfaction of city and L.A. more than can be used fh 30 minutes. Prior to job acceptance, written certifications shall be submitted t0 the soil. No soil in muddy condition shall be used for backfilling. S., CURING AND PROTECTION city for the following: No filling will be permitted around trunks or stems. Z4.LAIAtN wAw 1 >�stAN� /� A. Quantity and Quality of Commercial Fertilizer and Organic A Watering -*Water every day once per day for two weeks and ,S'�i!Z�QL ,EfJQ A. All exposed surfaces of concrete shall be protected from damage due D. L.A. and/or city shall supervise the placing and planting of all therefter gradually redu•.e frequency of watering to three times to temperature, elements, and construction operations. Fertiliser. CLT T plants. per week. Contractor sh.,ll continue to maintain the lawn until DESCRIPTION OF REVISION GATE h� { Curi B. Quantity and Quality of all Soil Amendments tailed for by Plans final acceptance by the L.A. and city. _^� E and Specifications. E. In the event that underground construction work or obstructions are encountered in the planting operation, alternate locations B. Fertilizing - Apply 16-6-8 the rate of 5 pounds per 1,000 media CITY OF RANCHO CUCAMONGA T MATERIA for plant material will De selected by L.A. and city operation (1) All exposed surfaces of concrete shall be protected from square feet three weeks afterer installation and water immediately premature drying and freshly placed concrete shall be protected • will be done at no Piitra cost to City. thereafter. against wash by rain. All concrete shall be kept wet for a Plant materials indicated on drawings and herein specitM ed shall conform period of ten days after placing. In order that curing water to the following: 1 3.PLANTING OF TREES C. D1s$ar0s Pest Control - Two weeks after installatin of lawn. T E R R A VISTA may reach both surfaces of walls, the forms shall be loosened apply a granular mercurial fungicide of 1,8% mercurous chloride and water shall be poured over the tops of the walls and allowed A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locat;ons indicated on drawings and secure as per manufacturer's recommendation. TERRA VISTA PARKWAY' MEDIAR. to run down between the concrete and the forms. approval before excavating pits, making necessary adjustments as tandard ant Names established by the American Joint _ 2) All liquid curing compounds shall b! used in accordance with the Committee on Horticulture, Except for names covered therein. the indicated. - D. Mowing - The lawn shall be mowed at a height of 1-1/2" with a TRACT NO.. 13303' mllliq id cur recommendations and shall not be used accordance surfaces established custom of the nursery is followed. rotary mower, equipped with rollers, before it reaches 2" int receiving concrete hardener. B. All pits for trees shall be dug square with bottoms level. the height. Collect grass clipping during mowing operations and B. Condition - Plants shall be symmetrical, typical for variety length of sides and depth equal to two times the diameter of the remove from the site. SPECIFIC A - DEFECTiVE CONCRETE and pec es. sound, healthl, vigorous, free from plant disease, tree ball. Compacted soils at sides and bottoms shall be loosened by scarifying or other approved method. Pits shall be After each cutting, the edge of the grass shall be trimmed to a LEWIS HOMES insect pests. or their eggs. and shall have healthy, normal root 9• . A. Concrete which is not in accordance with these specifications. out of backfilled with "prepared deed soil" to the required grade, and the line. level. or plumb; showing structural cracks, rock pockets. being r t bound. Pg their containers. but not to the point of D p neat and uniform line. The lawn edges shall De maintained � Doing root hound. Plants shall not be pruned AT ANYTIME, and in balance of the pit tilled with prepared soil", thoroughly neatly at all times. iN F voids. Spalls, honeycombing, exposed reinforcing or other damaged settled by water application. SAPPROVED BY: OIATE: surfaces SMiI be considered is defective. no case shall trees be topped. t. Dimensions - The height and spread of all plant material shall C. Set plants in tenger of pit, an a vertical position, so that Z'S• AM SH" ARES I''lAtMTVHA � r� CITY ENGINEER RC.E N6 24953 {. All tion and irregularities shall be removed from exposed Concrete measured with branches in their normal position. and shall be crown of ball will be level with finish grade arter allowing for A. waterin new pianting sheil be watered once per day for two surfaces while the concrete ii still green. Where patching is as indicated on the drawings. The caliper of gll trees shall be watering and settling and shall bear the some relationship to 2 weeks after installation. Reduce watering to every other �'1iIQ t'�3 DESIGN 7 �a RECO N Q required, all loose and unfirm concrete shall be 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 day for the next two (2) weeks. Water thereafter three (3) +-w DbDN� Lm pl Patching, Minor rock pockets and honeycombing shall De patched with of/other dimensions of any plant materials are omitted for the container. times per week until final acceptance. �� , ( ,. "Plant legend", ft shall be understood that these plant � materials shall be normal stock for type listed. V. Prepare depressed water basin as wide as plant palls at leach _ DRAW N r��� S HES dry pack cohcrete. plant. Water thoroughly, backfilling any voids with additional ft ^ 0. Inspection - All plant materials must have been previously prepared planting mix. %� �darrtal{� q .}� or inspected at the nursery by the County Horticultural Department, v� CHECKED ( ) DRAWING NO and shall be subject to the inspection an" )royal of the L.A. before planting. DATE ' R.cE NO flt.E NO �f SHEET-00F 37