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Home My WebLink About2066-L DEVELOPER O NEI1 '-"kAPE AR- NS N L-:,�) CEC HI CRE67MOOD CORPORA TION 1® W, CITRUS � � ' EET t3 GLENDOfMj CA 17-40 CTNO'I� ljff COPH ` 626 914 1943 "ern 0. M P1_111(626) 339-6067 LAM03- CAPE MAINTENANCE I DISTRICT VtGINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE i LANDSCAPE ARCHITECT AND THE CITY. 1 .................. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. I FOOTHILL BLVD. _. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD !r' TTLE C+NEU I - SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L. �] 1 EArELINE _ RD. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L 2 CONSTRUCT/ONPLAN IDAMAGE INSURANCE AS REQUIRED BY LAW. �+ ��t//�►� /� 'Z ! 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 CONa7TRU 1/CNPLAN 1-80-0-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. z a ARROW W✓Y. L-4 /RR/OATfONPLAN 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE .TY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L�� //��/GA�/C'NALLuAN 15 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS e w HAVE BEEN APPROVEU BY THE CITY ENGINEER. L-6 MANTING PLAN Q `UUd J > 8- SLOPES IN EXCESS OF 5 `VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT �+ WIDE FLAT AREA AT THE TOE OF SLOPE. L-7 PLANTING/ALAN > E c+ 6TH 'ST 9. UPON COMPLETION OF INS(ALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT CONCESTKLUDEENT IS AFTER VLRI CATIONNO ADEQUATE LEAF-OUT, FALLACOLOR, OWOD ER COLOR, OVERALLTYPICALLY 180 SPLANTLHEALMH,EAND WITH CITY MAINTENANCE COUNCILACCEPTANCE L�6 LANOe�3CAlO NOr�e7 TH0,1AS BROTHERS MAP OF T&-IE IMPROVEMENTS, AAINTE:NANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-9 /RR/GATION,JEE7`A/L6 n E 4TH STREET CITY OF RANCHO CUCAMONGA GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL y_ p F AGE 602 H5 REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-10 PLANT/NGAND C.?NSTRUCT/ONDF- AIDS SEGI SON 15, TOWNSHIP 18, RANGE 7 W, S.B.M. ¢� 10. APPLICATION OF ANY rHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L_„ /R/ /GA RONSP 'C/FICATfON H �00 11. CALSIENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. ��-- � �-• -"...._.-.F......_ " '-� -" 12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L-12 !'LANt1NG/CONu TRUCT/ONSPEG'/F/CA TIONS BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED TCRF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS BETWEEN CITY-MAINTAINED G.G. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS w BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS N T,S 13 MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVEI BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. _._ �1'- 14. PUBLIOLYP-�MAINTAINED ACCORDANCE WITH CIN STANDARD PIANS FOLLOWING CRITERIA: 1 INTEN�AHCrE RESP �N I ILt - CONSULTANTS PRIOR TO THE COMMENCEMENT CSF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INS' �,'i vR. i « ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. i ALL PUBLIC TREES FIRE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. « PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. -- __- - - C E - 67H -—sr -- --_ — - -- - --- -- - -_ _ /V/L. N "'INNER LANDSCAPEA ?G''1-//T` CT if LANDSCAPE U ►NTITIEaN°UD WC/T/�USEl1C�ESTREET :•� 14125 TELEA'HONEA VE SU/TE 9 HEL LM./AIV A VENUE- VAN7/r/ES 9 K 67REET 6rHsrREEr- GIUANT/TEES8K Tl2EET 4 CHINO, CA 99790 GLENDORA, CA 91740 TOTAL S.P. NUN-TURF LANDSCAPE AREA `1,' 3I1 BP. tC7TAL 6r. NON-TUK LANCJ3CAt='E AS A 4,9235.P. CON/ACT:MR CHARLES W. LaCKAfAN, PRE5/®ENr CONTACT:MR PATHICKJ. UTAZ, ASLA i TA ,F. HA SCAF=E AREAS 2,416 B.F. TEL 623)914-1943 TOTAL �}�. F�I,�Lt�8G,4{='E +4fA8 3,3h'I BF. TOTAL B Ian TEL (909)�48F�418 r` (INCLUDING COBBLE AND WALK WIDTW OVER 49 (INCLUDING COBBLE AND WALK WIDTH OVER 49 - = i �� = ��`'" -�" ` ----� � FAX NO.:(909)548-8841 FAV IVO. (626)335-6067 ALL)ER310,"Ls CRIVE TOTAL S.P. EXCAVATION FOR COBBLE AREA 2,161 6F. TOTAL S.P. EXCAVATION FOR COBBLE AREA 13046,1:. i TOTAL OF ALL AREAS (INCLUDING SIDEWALK) 1,311 OF. TOTAL OP ALL AREA6 (INCLUDING SIDEWALK) 5,435 BF. _. TOTAL ACRES 0.18 TOTAL ACRES 0.12 r GOLDEN OAKROAD- G?UANT/TIES LAYS BEET TO'rAL B.F. NON-TUFF LANDSCAF=E AREA 2,132 6.F. TOTAL_ BF. NARD5CAF=E AREA 604 6.F. q (INCLUDING COBBLE AND WALK WIDTW OVER 4') � DESCRIPTION OF REVISION DATE APPROVED TOTAL 6.F. EXCAVATION FOR COBBLE AREA 429 B.P. � ,, CITY OF RANCHO C UC;AMONCSA TOTAL OF .ALL AREAS (INCLUDING SIDEWALK) 236"I 6F. \ _ _ TOTAL ACRES005LMD LANDSCAPE PLANS 'I TRAC"r 163117 Toa-AL S,;?EE'T TREES >,ER STr?EE'T ratr� 3t�� NELeL MAN AVENUE - LAGERSTROW11A INDICA '11USKCXEE' (30) 24` E30X \_ODSC,4PF APPROVED BY p C K CITY ENGINEE Illiarn J. ©. \©II R.C.E. No. 24953 Ct�4F'E t�1rR7'LE k,Q�' \ J ' � DESIGN �rest`u�o�oc�C'0 Corpora RECOMMENDED 67P 8'FREE'f - MAONOLIA GR4NOIFLORA '9T. MAR*r' 0a) l5 GALLON W _P.J.D. � 'l' Q. N —� 510 W,Citrus Edge Street,Glendora,CA 91740 _ + I No. LA 3880 DRAWN Ol5oe:6" -914.1.943 Fax:(626)335.9320 G-cCL nEN OAK I�OAn - LACE `37'l�C7Ei-lrA INnICA `CA7AIUBA' (7) 24' COX Exp 3/31/06 3' P.J.D. L-1 OF 12 --LANCOSCAEc'- MA/WEIVAh GIST. AREA - TY ICAL CRAR5 14YORIO S � C:FiECKEO DYE_ R.L.A. 3$80 DRAWING NO. /V •T,S OF CRL K.P.K. Tr- ar`rlSEPT.20 2005 FILE NO. X - -� PROJECT SHEET OF tom;-2eoPoSEO 6T REET L hSk'r LOCATION gF�ER 7Q TW5 CIVIL S l�EVRI� Ufll `�'l1' /Ol�l i�O ` " : 1MPIROW'iE'Nt PL.AN6 _,, ',`�►`�►�- , �- 6J410(10 7 + 00 1. CONTRACTOR SPALL 15E E':rPON. 1E3LE FOR ANY COORDINATION WITH OTHER SUES-CONTRACTORS AS MOUIRSO TO ACCOMPLISW CONSTRUCTION _4 OPERATIONS. CIA_ 2. CONTRACTOR SHALL COORDINATIF IRRIGATION SLEEL`E LOCAVONS UNDER PAVED AREAS AS RREQUIRIED, REFE112. TO THE IRRIGATION PLAN. 3. PRIOR TO PLACING CONCfIkETE, THE CONTRACTOR SHALL SUI=F(CIENTLY ul V-3 COMPACT THE SUDGRADE AND PROVIDE 6U56Uf ACE PREPARATION - __---- --- _. _._ --- ---tYr.--- --r'P• PER S�'EGIF(C1ltiONS. C� -Y- 4. CONCRETE SU�ACE6 SHALL E5E FORMED WITH LONG, SMOOTH GRADIENTS d d t Q 4 N TO REDUCE DIPS, ABRUPT CNANGES AND SPAPZP TRANSITIONS. 40 ' '& ��V" '4' ? �' �, I v - - - 4 < 5. ALL CUR136 SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE V _ aLlct —�-� �-- - - - -- - -�-1- � - - - ,� --- - fin. - -- - _ _ - - �A - - - � �, _ ....: _ _ APPL1CAi3LE. ALL FORMS P'fUSt t5E INSPECTED AND APPROVED i3Y CITY .. _ - ro l _:�' _ _ _ ,. .. ._.0 .� . __--- _• _ -_. ° REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO 155GINNING 1 r � -_ THAT A • ;9 : d i v 0 '_ /rA I I , I `PA 6. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING IRRIGATION LIMES d d AND S�`RINKLER HEADS. ;9 ! v •fu SPECIFICATION NOTE: IF THERE IS A DISCREPANCY 13ETWSEN THESE ! I , 10 CONSTRUCTION NOTES AND THE 'GREEN BOOK' SPECIFICATIONS, THE 'GREEN + I I z. I 5OOK' WILL 6UPERCEDE THESE CONSTRUCTION NOTES. I I 3 Q I N PA d C�JN,�TRUC7�lON L EGEe�ND M C`'f I. LANDSCAPE BOULDERS, i I / • d I / � SIZE AS SHOWN. INSTALL PER DETAIL 8 SHEET L-10 I I 0 TOTAL OF 36' E30ULDF-RS - 0 TOTAL OF 24' BOULDERS 11, OUANT' tY 1'1416 SPE'ET. ro + 2. EXCAVATE AREA FOR ROCK COE13LE INSTALLATION PER DETAIL L-9, / 6' LANC•'>5GAPC I SHEET L-10, APPROXIMATE TOTAL EXCAVATION AREA 1,619 6F, OUANTItY TW16 6HEE1: yPA PROPOSED CN 14 CONCRE i E SIDEWALK - REFER t0 CIVIL ENGINEER'S FLANS FOR A . SIDEWALK CONSTRUCTION AND LAYOUT. 6' CONCR-TE MOW CURB AT NOTED LOCATION AND AROUND ALL EXPOSED l G aa• p EDGES OF C05E3LE- TYPICAL, !NaTA:LL PER DETAIL 5 SHEMT L-10. 5. 6'-0' CALL MASONRY 13LG7CK FrERIMETE;t2 llJALL AND PIL<45TERB W/HISTO(2(GAL 8 _ PLAQUE At LOCAVON, INDICAT50 ON PLAN, IZEI=ER TO DETAIL 010,11,12, SHEV L-10 �s - I SECTION .fit MASONRY PERIMETER WALL and PILASTER DETAILS FOR F-aRENCE ONLY. 1 -+ O INFER TO CONSTRUCtION WALL AND FENCING PLAN FOR EXACT WALL and 1'1 6PEE11 L-10 PILASTER LOCATIONS UNDER A SEPARATE FGRMIT. .. - 1 d I d I I PA I _ ILA 0 p s - .4 _t I 0 1 (N DIG ALERT I I 4 I I ,i' _ � — — — — — — - •r �, DIAL TOLL_ FREE � d " !®.41�11�' � 1--$00_227°-2600 A AT LCAST TWO DAYS . BEFORE YOU DIG d d d . • SCALE: 1' = 20' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I 1 n 9 d '�� :mr r 2 � I ° �= 0 2 � 0 �► � �0 • C 1 I a XEYMAP — — S _ _E_ — — — — — — — DESCRIPTION OF REVISION DATE CITY — — _ — — — — APPROVED &TI4 CITY OF RANG HO CU CAMONGA CONSTRUCTION PLAN LiVID LANDSCAPE PLANS NNDSCA ` IIACT 16311 ti- ?ATE Q5 m APPROVED BY t �� a. -+ CITY ENGINEER William J. O' Neil R.C.E. No. 24953 tt I No. LA 3880 3 •{� D�SlDESIGNRECO MENDED _ I I Exp. _./31/Q6 P.J.D. Crestwood Corporation 510 W.Citrus Edge Street,Glend(wa,CA 91740 I �L` � BRAWN , cc:626-914-1943 Fax:(626)335-9320 SF{EE IFFTTI OF' C ,� II I �- P.J.D. L-2 OF 12 CIiECKED B 3880 DRAWING NO. I K.P.K. F'africk,A diAz DATE : SEPT.2C,200 FILE NO. X 20 '00 PROJECT SHEET OF I 1- 00 -4- "�o ., .��!► 5 + 00 0 + 00 A vHNiIE7 + too 8 + 00 9 + 00 LU tu 116' 1' 40' 21' 69' 12' lie O.C. 221' O.C. 20' 0.C. 20' 0.C. 20' 0.C, U a 8 p 4 p 4 .-. _...._.. ,--- -• .mss,._,_....-.-..-. tt 4 rad _ ." — — — — �+ mm W 24- PA FDA r.srmrirrYrra r, r -.rrrs rrrc,r aa.q, ,14r.r iraro rurwa•asairwri eorir:.sariw rrraarr.r aras+Wra_r + s`rWr rira.ro IWYuilar rrirrw Mrw rrrr auWsens+w. ,erear aemeurr awrma 4elisYior. awgor sraArrrrrrrrr®r amlrr PA PA an 24 24 • ,r.r.....r...... arrr aw.w.,s w.o.....r ..... r.m.. ._r..,..,r. yy ;n t Q fa 5 w I W I A SCALE: P 20' 1490 �'��► 21- 00 3 + 00 4 + 00 CONSMUCTI N NOTES. TPE CONTRACVR SMALL At LOW (1) SEVEN 14' WIDE � VINE PLANTING POCKETS E�L�"TUJEEN THE SIDEWALK I,(,( I. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH AND PERIMETER U)ALL AS INDICATED. OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION tk 20' o.�. 20 l3' OPERATIONS. U - 20' o.c. 2. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER _- — — 4' PAVED AREAS AS REQUIRED. REFER t0 THE IRRIGATION PLAN, ALWq T ac . _ ,._..__ 41� 3. • y... ...___. d ..: ,. .�...�_._._._ . PRIOR TO PLACING CONCRETE THE CONTRACTOR SHALL SUFFICIENTLY 4, COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION d PA in.t. PA e _. ►... d - _ PA -° --- a v. - w_ -a< - - - - - -- ---- - - - aLK,Nd d aµ ' 4 a PER SPECIFICATIONS - ,. Pa T -0�. CONCRETE SURFACES SHALL BE FORMED WItN LONG, SMOOTH GR�4D(ENtfi i M ' —�14' _ rs' _15, -+ r5' �5' r5' _ r5' b' 77 �, ( ,�, � TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. . a / I �f �' I 4 Q 5. ALL CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE 1 s \ I c APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED BY CITY I 4 w 0 REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR t0 BEGINNING MA rc:NL IN 6 R16spr 7phs SpEt"< ` THAT PHASE OF WORK. u0 LU 5 + Z 6• CalTRACTOR t0 REMOVE AND DISPOSE OF EXISTING IRRIGATION LINES AND SPRINKLER HEADS. PISTORICAL PLAQUE S& INTO STONE PILASTER V AT rNIS LOCATION, REFER TO DETAIL 0I2, Sr-IELr L-10 f— SPECIFICATION NOTE- IF THERE IS A DISCREPANCY BETWEEN THESE CONSTRUCTION NOTES AND THE 'GREEN BOOK' SPECIFICATIONS, THE 'GREEN BOOK' WILL SUPERCEDE THESE CON TRUC-NON NOTES. 50ALE, 1" = 20' CMCJ ALERT ilDIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSMUC RONLEGND LANDSCAPE BOULDERS, SIZE AS SHOWN. INSTALL PER DETAIL 8, SHEET L-10 TOTAL OF 36' BOULDERS - 15, TOTAL OF 24' BOI LDERS ?1, QUANTITY THIS SHEET. EXCAVATE AREA FOR ROCK COBBLE INSTALLATION PER DETAIL L-S, SHEET L-10. APPROXIMATE TOTAL EXCAVATION AREA 3,421 SF, ,ZANTITY THIS SHEET. ke YMAP PROPOSED ONC{�ETE SIDEWALK - REFER TO CIVIL ENGINEER'S PLANS FOR SIVEWALK CONSTRUCTION AND LAYOUT. ( DESCRIPTION OF REVISION DATE CITY J 6' CONCRETE, MOW CURD AT NOTED LOCATION AND AROUND ALL EXPOSED - - - ` ` - - - - - - - `� - - - APPROVED EDGES OF COBBLE- TYP,'CAL,.INSTALPER DETAIL 5 SWEET L-10. 77 bTN S REEt ,� PR!✓ar I - - A(� 6'-0" TALL MASONRY BLOCK PERIMETER WALL AND PILASTERS WHIStORICAL CITY OF RANCHO CUCAMONG I( I /-" G PLAQUE At LOCATION INDICATED ON PLAN, REFER t0 DETAIL MIO, II, 12, SHEET L-10 I I CONSTRUCTION PLAN MASONRY PER!METER WALL and PILASTER DETAILS FOR DEFERENCE ONLY. I I REFER t0 CONSTRUCTION WALL AND FENCING PLAN FOR EXACT WALL and PILASTER LOCATIONS UNDER A SEPARATE PERMIT. L.MD LANDSCAPE PLANS I ' flC TRACT 16311 ` APPROVED BY DATE� �� " I ( ( No. LA 3880 N --4CITY ENGINEER WhIlam J. O' Ndlll R,C.E. No. 24953 Ff I 3 31 06 DESIGN n RE C N ED Exp. / / P J D Crestwood<,orporatZon �' S� S 10 W.Citrus Edge Strew Glendora CA 917411 rFFI� �9T D WN 9 SHEET I I ( F �.. C�� •e:6?5-91 1943 Fax.(6.,6)335-9320 IIP.J.D. L-3 OF 12 CHECKED BY: L.A, 3880 DRAWING NO _. . _ K.P.K. D TE : SEP T.��O FILE NO. X PROJECT SHEET OF I 4' SCC 40 PVC SLEEV r 5 + 0 + 00 7 + 00 19, 8m7 5F �" 20.1 11\ — � oa c>, 929 6P\.L/ IRRI A rr0/W�EG',!�N� ��•' c, �G 1" 8YM _ r O 0 G? ( PION RALE GI'm PS/ i7ESCR P ,•,,,, ,. + I l ° A a REFER ry $14t5 FOR ' 2E55UN _ COM ��N Q7►NO SGREE FG 8L R f' E REELL 5 a ae , d I FOR GORREt::, 3IT-LNG AND tNBTALLAriUN JNFVRMAtION F017 T PICAL CONTROLLER IPI6TALL,4!'ION �! , 40 CO a• 9 a ® � N51RO ,-`.3 j-$AM-e<4 i` W -P ..C .20, 040 614RUB POP-UP 3 0.2 0 30 v "" •°�" -- Oar ° i i ff EirRAINBiRD 't3►?-SAM t"I '8-8G? +t W-frI..7 BWRUB POP-tl`' 8' 026, 0.52 30 ° � Oy�� I062-� R<!'�If3IRt� 3�:'•$AM-f='I�c$-I2Q t W SWRUB i'OP-UP 10' 0.39, 0.79 30 W11 4 I F9 E3 B !~''AI-i AHI RD l r 311-6AM-;-R6-120, 7F4 ' (I 014RUB r�0P-UP 0165, 0.0'71, 13e 30 � 4 R41NC31;'RCU -304-6Arn-PR6-1402-FA-::70 ` 'fNE BUBBLER - 0.5 30 F.- �• �G`a l �0��• 'p5� r "' v ��. RA/K31RD zP_CP-PF3_c) 43RA&w REMOTE CONTROL VALVE: SIZEAS SWON. 14 \ 1/2 16 .- 0 RAINIIRJE:' 33 DPP 3/4' 0,JICK COUPLING VALVE AT . 130' O.C. 07W 7 KE'Y$ rO'rAL 2' SCP. 40 PVC WIRE SLEEVE I I 5,818.166,3 sq. ft. I 15 ` L 17 I Y� NIBCI" T' ;:85-70-E�- 50 LINE 3121' 9AL.L VAL YE 5,979.1494 sq. fl. 9..311.9894 sq. fl. d a I V SUPrF'.'OR 300 Vi NC4ZIALLr OPEN MASTER VALVE r~EBc: i 325 YA-r3� 11' REDUCED PRESSURE BACKFLOW PREVENTER / 16.3 10 ® li IN A, COAST OUAROSW,,"CK CGS- 1, STAINLESS STEEL ENCLOSURE WITP LOCK I 7206 tt S 2 ?t-2002-12-,_ ^K/RR :ALSI;NSE r rl p-i, Tt"'-11r0, ,wND 12 5TAT/0N AUTOMATIC 1RRIOATION CONTROLLER ;*IOUNr IN A BTRONGOOX a "A' • 0 -4,5 -4,5 ( ENCLOSURE 6M-16666 WI TW CAL SENSE' OPT ION AND METERED ENCLOSURE MPS-16A-IOK, /' I "R1RR DUME + Q I DATA Ilv,,7U3, !AL FM-15 l k2' BRASS FLOW SENz3OR - PROVIDED 1:3',' CAL SENSE °' I WILKINB 300 SER'St-, + PRESWPE REGULATING VALYL: ''ROF"O kD r�'?ESTIC 1`?' WATER METER, PkVVCEO BY OTHERS - (CWC 1309-387-2591) I ° ,/ ''' ''•' I N C I %1A/NL X71 i/2' ANO LESS SCP. 40 - INSTALL MIN I8' OEPTW - SIZE PER PLAN I / y211..3762 sc. ft. 2 ANO LARGER CL. 35. IAV•,, INSTALL t11N 18 DEPrP SIZE PER PLAN 1-ATEJ?AL 1.1 ► ' SCW. 40 PVC LATERAL - I2' MIN. VEPTW CIL 'a YING ." SC-,q 40 F'VCf 2X DIA. OF ENCLOSED r1P-E-h IN ?4' DEET' 1 5 + 00 - � 0 0 1 I 0 14.E 9 I 720 5F VAI_ VE Lid-/1/ NOTEa REFER - TO SPEE7 L-9 F-01..' IRRIGATION DETAIL$ AND , ". ,,,a, •� I ( 6PEE76 L-Il AND L-12 FOR LANDSGArE SPECIFICATIONS, INC14t-Ir8 VALVE' NUMBER REFER TO L-v FCR CORRESPONDING PLANTINCs PLAN I Q 14' I 1 IND aATrS VAL.'/"= SIZE INt?,„',A2E8 SQUARI FEET 13 I Ift�'� :'AtED B A VALVE 5,792JOS sq. ft. a N 'a 1/2 n r�r�icA rroNN0; rl" y�3 (V I. NEW WATER METER (SIZE PER P r~ AN), AS PPOVIDEO B (;VWD, '8 REOUIRE'D AT ALL POINTS OF 8. WHEN VERTICAL 006tRUCTIONS (FIRE PYOR4NT8, BTREEr LIGHTS, TREES, ETC.) INTERFERE ° : . •' , I CONNECTION. TWE GONTRACT0K BWALL l> -+ASE ARRAN, _,1=NTS AND PAYA1..L GO8r5 FCR. TWE WtTW TWE SPRAY i°''ATTERN OF TPE SPRINKLER PEADB SO AS TO PREVENT PROPER COVERAGE. INSTALLATION A NEW U14�TER P ITER *,It,ACT THE GUJCAMC-^�2A VALLE3•' EATER TWE IRRI*A1ION CONTRACTOR SHALL FIELD ADJUST TPf* SPRINKLER 9YBTEM 13Y INBtALLING A DISTRICT FOR COB TS AND INS M<'.,4r,ON I-v'R0(:EOURE.5. QUARTER CIRCLE OR 4ALF CIRCLE SPRINKLER 14EAO ON ERCP SIDE OF TPI: OBSTRUCTION $O AS TO PROVIDE PR01'::R COVEIRACvE. ALL ADJUSTMENTS $WALL BE MADE AT NO ADDITIONAL COST 2, TYF 1CAI- POINTS OF CONN_CTIO'd :CNSI cif" A NEW WATER METER, FOLLC,:XD BY A TO THIS CITY. ° ' 551) CxU ATO (1F REQUIlwr'ED: F ' I OULlm or A BACKFLOUJ I�t�E'VENTE7R DEVICE , Gl a' PRESSURE RE L R FOLLOWED 13" A PUMP (IF REQI• ', D�, I L�' D �`3Y A BLOW METE=1� f OLLOIUf=D 13r .4 M,431ER 9. INSTALL FOUR (4) ePARE ORANGE WIRE ALONG T�i1= ENTIRE LENCxrW OF THE MAINLINE TO THE ° b VALVE. ALL EQUIPMENT SIZE-0 PEIZ PL I. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND FARi'PEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PksTAIL EACP ORAWGE WIRE AT BPf.CIFICArIONB, MANUF,ACTUREB *cECO ,:NCATION3 AND LOCAL CCDEB. ACTUAL LOCATION TWE ENCLC7rI,�RE. INSTALL T=RHINAL BTRIpS IN ENCLOSURE FOR IRRIGATION WIRING. -I- Oix TPE EOUIPME'NT TO 13E .As 01FECtF "'� SITE 13Y A REFIRE'SENrA:"IYE OF n4i GIrY. �ca�e: i" = ao' � 0 d •� 2 � OC, ��/` 2 -+- �0 10. IRRIGATION SYSTEM 15 BASED UPON A MAXIMUM OF 3 INCWES OF WATER PER WEEK (TURF) AND AE 13ACKPLOW PREVENTION r.'EVICE &k ALL IF 1N8rAu F-o WITHIN A C0ABi'&JAi�Z?84A0e%, 2 INCNE6 OF WATEX PER WEEK (GROUNOCOVER/BWRUBB) APPLIED FOR 6 POURS A NIGHT/3 DAYS ( OW-1, STAINLESS S'tEEL ENCLOSURE W11' ,..00K ANO t��4LL B� 1N9TALLFD PARALLEL A U'EEK r3ETUZEN TPE HOURS C F 9.00 P.M. TO 5:00 A.M. ONLY ONE VALYL: PER CONTROLLER TO THE STREET' AND BCREr;NEV WITW BH WPENf'ViEF Pv5818L5 SWALL OFERATE AT A TIME. 4. TPI$ DESIGN 13 DIAGRAMMATIC:, ALL FlP iC7, VALVE42, E`iC. BPOLLN t,' TWIN PA'✓EC AREA3 ARE 11 7HE SYSTEM 18 DESIGNED FOR TNI MINIMUM OPER4rIN(3 PRESSURE A8 BHOLW AT EACH POINT FOR DESIGN CLARIFICATION ONS r' A ,'0 1 '_L.L BE IN317,,+LLED s "')_ANTING ARVAS WHENCt ZX OF CONNECTION. TWE I.IAXII-IL-1 DEMAND OF CxALLONB PER MINUTE 18 AS SPECIFIED. THE PO88fBLE. AVOID ANY C'C.�NFLfCTB BE1 " . . N 7'PE BPt=�:INr' L1 R SY3'r:M, W�TLB, ST,"?E>*T !, 'sHTS, IRRICsAVON CONTRACTOR BNALL VE•RIFr TWE AVAILABLE WATER PPE66UtRE AT THE SITE PRIOR StrEWA'A QTILITY LINES AND EQUIPMEN `ND ARC PNlrE`CTURAL PE`ATURES. r0 TWE' BrAfRT OF INSTALLATION. ANY C✓•'ANGEB BWALL BE BROUGHT TO THE AtTENT/0N OF 'r-4E CITY KCEYMAP f=. CONTRACTOR SPALL YERIF- AI:..L Ci-)NOI II.•:' 4x13 AND t 001--N81ONS B►nOWN ON FLANS AT 1'WE 41E 'C�,�ENE $ 7'� -!?- LR/t ✓ P TPIf@ AND Lt2/�2 DEPRIOR To COPMENCEMENtOF ANY WCh`4. ,�L DISe," tNG1ES B�At L BE RE 'GRTED FOR 12, AUTOMATIC CON R'7LLERTO B� DIRECTION 11.1MEDIAtELY 70 THE JN67ALLEV WNTW A 31 ?ONGBOX CONTROLLER ENCLOSURE, 88-16" W1104 CALSENSE OPTION — METERED CANTENNA INSTALLATION 1515 DESCRIPTION OF REVISION DATE CITY - - — - — — — — — — — —. — - — — — -- APPROV ED -NO UTILITES,6. THE GOITra4CT0R SPALL FAMILIARIZE PI LF/H RB!-LF WJTP ALI. UNDEXsF0lPROVILED CrTHE GT3 = CONTRACTOR 5WAL PROVIDE ARANBIENPROTECTION PIPES AND BTFVICTUREB, ANO 614ALL TA1� 1>0!-E RESPONSIBILi"'Y FOR TMf B0174."NOAR0174."NE'NCLOBURE. SYSTEM SPALL BE OPERATIONAL PRIOR TO TWE CITY'$ ACCEPTANCE, +WtEI 13 I��t REPAIR/REPLACEMENT, At NO COST ''O I" :=- CITY, !;OR ANY OANA E Ot- SAID UNOERSROUNO ACTUAL :.00ATION OF TWE ENCLO61JRE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY, CITY OF RANCHO C U SAM O til CSA I)FACILITES. I IRRIGATION PLAN WA F ll SW A`JD AOJU`r "►L SPRINKLER WEAR-) A140 VAL V&S FOR c OPT II tUh1 13. rPE CON TRAC TOR SNAL L SUPPLY THE CONOU,r NEEDED FOR TWE CONDUCTORS AND SHALL BE 7. CONTRACTOR B L L L S BI F tH - 1 tP I IGATlON CONTROLLER ELECTRICAL I I COVERAGE I:UITW MINIMAL OVEP SPRAY G ``,tr WALKS, STREETS, WALLS, ETC;. rW18 SPALL RE PON BLIE AND E POWER HOOK I FOR E RR =--- INCLUDE TWE SELECTION ANG' INBTALI AI ;►.+ OF A FRL3,UR;E Cc�MrENSATINci N.2=E SCPhEN CONDUC ER, AND METER TO f3E PROVIDED Br BCE, COOIRDINAfED AND PAID FOR BY THE LMD LANDSCAPE PLAN (PCB) IN ALL. k7PRINKLER WEAr* AT 1!�►t . CONSTtREJc'.",'ION. C�EVELOPER 14. ALL SPRINKLER WEAR$ BWALL E''E .SET PERPENDICULAR? t0 PIN/6W 6RADE OF THE AREA TO BE $ CT 16311 iRRIa6 reo UIi'JLE.SB OTWERW 6e r ESIaNATED ON rPE PLANS. I i *,,p,ND CA 15. ALL P0P-UP' TYPE •SPRINKLER vZADB 7-46tALLEO SHALL CE INBtALLE'D 80 TPAT TWE TOP OF TWEy� DIG ALERT SPRINKLER HEAD IS 1/4' ABOVE FINIBWED GiNA- E. I � �-- I � � � , i APPROVED BY - DATE `u +. tv �� CITY ENGINEER--��(�( REF{RE'SENTS XER18CAP F IRE°F=RENCE NUMBER I( I- I No. LA 3$$0 lulam J. O' Neil R.C.E. No. 24953D I DIAL TL'IL_ FREE 3/31/06 - 'S„l^ DESIGN RECO NDED 1-'$AL TU A FREE 0SWEET REFERENCE NUM3ER r I I t Exp' P,J D Crestwood Corporation I� s> 510 W.Cirrus Edge Sdeet,Glendora,CA 91740 AT LEA5T TWV LAYS e�u,� Ya LIG I �` � ( TE` � C�� DRAWN ce:626-914-1943 Fax:(626)335.9320 SHEET � I P.J.D. �-- L-4 OF 12 i UNDERCRC)Udiaz ND SERVICE ALERT OF SOUTHERN CAL CFORNIA I CHECKED BY: A. 3880 DRAWING NO. f'striek./. K.P.K, DATE : SEPT.20,20 5 FILE NO. X I - PROJECT SHEET � I 100 4 + �� 5 -+ 00 6 + 00 A VEMME 7 + 00 8 + 00 9 + 00 1`z• 16. 5 20.E 3 19.E 5 000 S ^ 211 rr 112 CJC� `r O SY ...i U c� 1 l � sr ^, zr .— ('1 !r"• '1 iT • a•.-a • •_.-._,. • ._..__._ • i, � , - • w•".rr..a ♦ •,•...»•..•... . • •.nacss • -• -,..- • s.•rn.r- .. --........- • •.-....••,_ • urau.xc. • ......,...._ • • .. • ..• ...,.•,_ • _.,...`!_'.� -�'` ... • • ♦ • • .,.. • • w • • ' r ••. • - • - • ♦ • • r • • • . • • •a..us+a• • -•r<r..us • • .wsu• • . • • s t- •.„� .�...+ Gig' C� \' ,._..__ ..,_. �"L .-..__.._ .._... ,..,,...._ __,,...._ a„,..,._ •....,,.._ ,.._ .v°--"”' - "n u sr cS> • 'r I ;. 1114" Q n /d' ...gn3.•0�.'�^ S4^ q•/4^ q14 Si4" b/4` 4 /d' 3/4, m4 3j„ Aw • q/. aid' d `CX ��r",,...,,i`•"i'r M' !/ !is° !•'4 j'•^ /< SI r 3/ �'q4 '+ ' 3/4' j'wbj q . 3 ' b /° �x `^�,r,.,� /' 11/4' / 4 _•+•. /d'11'!� 4,r'/ a, bi. / All d' / / •� !I� /n /dr qI 4 !/". 3/' 3A' 3i' 6 3/" /^lijr /" Ir I" Ir I. b/d" S4 qd' !/4 !6 4d 9/4' 36 " /dr 9//., q'4^ 3d `/dj/d d ' r". ) /d Sid" S/ 1 34, D/ d d4',.. 4 4. 4 4 1 ' /" x r. /^.. I 3� w...,w...�'� ..-J•t L, - . -- ..,.,. .. .. ... ._ .....,..,._ ...+n -... .w......e..z � .. _�� ] ` 7 } —q ,w�. rte,.,.fir' u� ,�I �_... �sY.'�,�yy,t*tr �A rte. �� .: Lczoa. '"latuLra_...•'.i.. e_stY � ---. a da-v" - rxwr am t -+�- .af r=sr�->� .. ae�i'u.r..�. � m`.•drr+wl, _aa+ i� ww„wb.j ...,w..rc_ ss.s y+ � w - s.� wucvTi' rassuu.+l,,uaalr++. ., a.i- c..u.,u+s_. .ssSaaa n _..a.x.._ zr_ s.s....._ c-. a •r-7dr+ ,-+• was. .> 9sdw .e�- u :"Y res:�wZwr- 6..d, . n 9 d A � I I i ti SCALE: 1' _ 20' P'C7/N�"C.�FCONl�ECTION THE CONTRACTOR SHALL VERIFY THE PROPOSED 11/21 WATER METES AT THIS APPROXIMATE N THE CONTRACTOR SHALL INSTALL ONE I' PRESSURE REGULATING VALVE ONE ATI EGO fes: OG O . L 1= , I' REDUCED PNeES$U�E 5AC r-LOW P EVENTER, ONE 11/2" FLOW SENSOR ONE 11/,x' MASTER :. CONTROL VALVE AND EXTEND TPE NEW 11/a' SCH, 40 PVC IRRIGATION MAINLINE AS INDICATED. 2 + 00 � + O 4 + 00 O SET THE SOI+ SSURE REGULATING VALVE AT - 61 PSI. THE CONTRACTOR SHALL VERIFY E SIZE METE 65RVICE LINE ANIS THE AVAILA5I..,E P''f ESSUF E f"-RI0�2 TO COMMENCING _� WOE° . THE SINAL LOCATION OF THE OArh�LOW �'I�EVENTE�2 AND THE OTE�ER PrO.C. EQUIPMENT I 16.5/ ?_ _ 3.5/ 7 16.3 1 SHALL 5E APPROVED DY THE CITY INSPECTOR PRIOR TO INSTALLATION. ► 654 SE 1" t9 1" 938 1" AVAILADLE P'f=:E65UR5 ±'16 PSI DESIGN F0,Z=S5URE t`12 PSI M P B " F MAXIMUM DEMAND 32 GF-;,,M 112 C% / 11/2" 1/2 w — - G I I/1" . .!. 4 i},.`..., ... / � \p'�� DII• •'Ci d �114 4 Md q/d ja " �' Sp \ e a"► O e - !i' FC] / q ` V Q. ""FY' ...�+'1 D/d !/d° !/d _ 314" 9id�d. 4 314 •3/' 3/1' 1S/ +,.-+. � � 9/ . SI" •/l !/' D4• ;d c-. rfQ_. r'I'1 f 4y" _. � . ... ,' !/ ,q�y,. ,.:., S/^ b ".,*s. 1 4,� / 4 1. �� 4 /q. J I cI v O I 2' $CH. 40 PVC Wlr,-Z± SLEEVE I � r2 5 THE CONTRACTOR SHALL INSTALL ONE CAL6ENSE ET-2000-12-LR, W/TP-I, TP-110 W/LR/r R, 12 STATION PEDESTAL MOUNT AUTOMATIC IRR16ATION CONTROLLER AT THIS APPROXIMATE LOCATION. If?1 1&,'A WjV L o3EI V COORDINATE THE POWER SOURCE P.O.C. WITH THE CITY INSPECTOR PRIOR TO COMMENCING WOV;K. THE FINAL LOCATION OF THE CONIROiLLER SHALL 3E APPROVED DY THE CITY INSPECTOR PRIOR TO INSTALI '\TION, REFER TO SHEET L°„5, L-6 FOR ADDITIONAL 'CAL�'ENSE4 INPOWATION. THE i 54 'M SYSTI I`i ,aPALL 3E OPERATIONAL f='RIOR TO TPE CITY'S ACCEPTANCE. PRIOR TO VAL V LEGEND 0 RD` N I-1; s MODEL DISSCR'IPr1ON R4r� GPM PSI INSTALLATION Or 63-1+660 CA5INET, THE CITY MAINTENANCE SECTION MUST VERIFY WHAT THE RADIO IS Aal._5 TO SEE THE REPEATER. - INDICATES APPROX. GP'M'S N t'Fr°E!s rC SE r E r L-5 FOR Pr eE$&UF COMPSN6A riNGs 5G1�'EEN "I�GB' Cd-lt��l: REFER TO a1�lEE r L-4/L-5 � f- f , 0R G0RRP_rGr 6IZI!!rs ANO 1NSr.ALLAT/ON 1NFOPJ'1Ar1,0N FOR TY"PIGAL CC�IrROLLER UNOTALLAi1ON• INDICATES VALVE NUMBER r � ,INaIR. �8l2 S,AM-£�? N -PCS-020, 0'4C SF,1RUf3 r�OF'-U�' S 0.?0, 0.40 30 IN i AT VALVE SI • D G Ira L E �E � '�.:�11�I8IFl"e'C� 1?r?-S,4M-Pr�?°5-�'a � ��-ELr SHRu5 1�©rte-urs �� .26, %52 3r� f�AINOIRD 181?-SAM-Pr, -P5 $ N Sp4RU13 Por -Uig lei 0.39, 0119 30 INDICATES SQUARE FEET i IRRIGATED BY A VALVE � ;Ell Q �tiIN3,f?�? 181^-SAM-P'RS-120, TRCs E u .101k'UB3 POP-UP 1? I 65, 0.01, Lard' 30 j VINE 131J30LER 05 30 reAINE3/r 1804-SA,� i~'r S-1402-F A-80 f K AINP 1 r4eo E`f=13-C�.f -PR"S-0 138465 REMOTE CCW 7 ROL VAL Y5, 61 ZE AS 61-rOUN, -- ! *` R.AI1��imo 33-ONP .3/4" QUICK COUPLING VALVE Ar . 150' O.C. WITP 2 KE 1'6 TOTAL K A , N1OCC� r-585- -66-L50 LINE 61Z`E BALL VALv� Q 64LPER� 'R 3100 IIIV NO)t tM�;LLY OP'E'N MAVER VALVE DESCRIPTION OF REVISION DATE CITY _. - - _.. — _. - - - — — — — — — — — — — APPROVED 1�2" 1 EL�UGEL� PRESSURE E OAC:KFLOdtI PPEYENrER 6TI"� I © �Et�t. U 625-`1',4-E3v IN A COAST *U.ARC�Sr-1,4CK GG6- r, 9r,41NLE65 STEEL ENCLOSURE WrrN LOCK � , • � � , r �� CITY OF RANCHO CUCAMONGA 2� Er-2000-1s Lt"Z/PI�Z -- I i IRRIGATION FLAN "© •��SC tU/7'P-f, 7�'-I-O, ANh r2 Sr,4r1ON ALArOMArrC lRi�21G,�rrON CONTROLLER, MOUNT IN 6r,2ONGI3OX I 4ENCLOSURE 60-1666 t,Ur rr-1 CAL,5E`N6E OPTION AND ME rEP,EO ENCLOSURE MPS-I&A-10K. I `� LR/RR C.JME • G _ e I ! ! A PLAN I; , l rJ D,4rA Ir�+C?r,I6`I f�L4L �M-1F3 14' r>+3iR,4a5 �L.OtU ,.EN.,O� �'w2O�/I.OEt� 1+3`1' CAL6E'N�E I I � I ;!.11LKINS 300 6,ERIE14 V � 6V.Jrt'E REOULATING VALVE , p,NDscgp TRAC 10311 I �. - _ 1 \ F FMI ''�2C�P!'�^.�El9 L'�OME 7riC 14 t11,A r E'r=? J'1P1'EI�c, P'I�OVp�EG E1'' Ori-11E't�6 - <G1/tt,1D Jm9-93'7-2591> I � ® Q�' �C ALERT DIG Ate . . .. . jqff 11,2' ,!lNO LE�53 vC:»1-G 4t�J - IN3r,4LL MIN r8' EF'rF1 - SrE PEr PLAN APPROVED E3`� f3A'?E ?" ,ANr*l I AC�'►^FR Ci-r 315 PYG - I•N-�31'ALL MIN rF' OEPIt4 - SIZE F�''ER PLAN � I E� i Lu n. - N � ,�_ �� ( / r cc CITY ENGINEER — i ' I William J. U' Nail I`ZrC:rE. NO. 2493 LA;ER,AL LINE 50-t. .40 PVC: LAT Iu'.AL - 12' ; I1N. C)!PTP I : li I� No. LA 3880 _ _ — DIAL TnLL FREE I _. DL�.'-SIs; N t2EC ENDED �`r.� '� __ ..._ , _ .Exp, 3/31 . 06 � Cre•ct`I��oor,f��v Ul'f�tZU12 1- 800-&. r 260 __ r .E� 1/tNCs SCIS <40 F` VC-1 2X DLA. OF ENGL! 6Ei� PIPE-MIN 24' 01EEP I =.—I_ T7 ' t1 / I - P.J.U. 't'r�` ,S 510 W,Citn�s Edge Slreet,Ulendcnl,CA 91740AT LEAs TW1 WIs I ' CDRAWN •:626-914- 43Fex: 626 335-9320 �NEETBEfDRE YOU DIG OF Chi ) If . 1' OF 12 UNDERGROUND SERVICE ALERT OF SOUTHERN CAIIFORN'TA I� I __T - C:HECKEC7 F3Y: R.L.A. 3880 [DRAWING NO. Africk✓ i�z K.P.K. DATE • SEPT 20,2005 ILE NO. X -- PROJECT SHEET OF PL A i//INC7 L GE i/dJ f BOTANICAL NAMIF COMMON NAMIF OUANTI TY OE616NIER'6 IN aW O.G. 6PACING °Y6-I!v 51-41FIE7 1 2 -6,7 -6,7 ZE' 5: �- 6 + 00 7 + 00 A. LA6PR61'RO-11A INDICA VWK06EE' Cr-?.4P5 MYRTLE O 24, BOX STREET TRZE 20' O.G. !�1 _ Y i _ o . M,�GNOL 1A !"s1�2AN1�11=L p1' A 37: r�AIY NGN a 15 GALLON b r T Tr-.-5E 20' 0.C. C- LA6ErR511ROEMIA INUIr'A`CATAU 13A' CRAPIF MY»TLEF E••i'r5KIC� 7 24' l�30X Srf E T rr 20' 0.C. tij .J • . .Ue.3_E 3T0N; � tvfG G� NI7E 30UL OER6 TYPICAL !. AGAP� vTlU5 Ar�IG4NU5 GUEEN ANNE' NGN 8 5 GALLON NATURAL CsROU=IN66 3' O.G. 7T ICAC C� • � '� � ?. OIE'rE6 OIGOLOR 1=0WvIGNT LILY 7 6 C.ALLON NATURAL GROUPINCxS 4' 0.C. 0 _-__-- 3. F-I�MtrFc'GALLf.S 6f�1~C1E8 I�A'fL1LY !0 6 C�.�l'r!LON NATURAL C�I�cOUI"''IN0S 2' O.G. _— �. 4 LANTANA MON E EN616 ANTAI�.A GALLON NATURAL Cx�'OUPiNG6 6' O.C. ._ .. . _ r vl r� r AILING ► t2 °' 6 5 G4LON NATURAL CU ' Q d d d ' OG r w &, ;tPPOt;eM/Ut*-! TE'NAX VARII:GATUM' NEU) Z5ALANO FLAX 11 5 GALLON NATURAL (SROUPIN66 O.G. _ tit -- _ _ - - - 1, PITT031PORUM T01311RA 'VARZOATA' VAR11F(SA1'E0 70011Q,413 5 GALLON NATURAL CzFcOUE�INCr6 la' O.G. t 1: !� a' 8. RWApIVOLEPI6 INDICA FINK LApY INDIA 1-•!AU)TPO81 IS 6 0ALLON NATURAL GROUPIN65 4' O.C. 4-1 ° a�. _ , • . e a ° I 9. SALVIA LEtk,'ANTI-!,4 MEXICAN OUSP aA6 !2 3 ALLpN NATURAL C�FpUPfNGS 4' 0.C. I v a s e a A 10, GRE'VILLEA NOELII NrN 8 3 GALLON NATURAL GROUPINGS 6' O.G. dabs I / as � ( I0 OROUNO COVERi J P A 4' r14IGK LArEFR C*= WOr,> MULCIa TWl:;eOL43POUT TW6 ENTIRE PLANT/N5 ArRE'A 3008 6.1=. �f I c. 4 * /"� V-1 ItARTPENOCI6$U6 TRIGU$P10ArA 006TON IVY 24 3 GALLON 15 O.G. I I , a 0 L PLANTI NG NMES 00 d \\ .:.=-�"'` ° ~ / / 4 a N 1. CONTRACTOR 6WALL NOTIFY Vol: C!1"AND LANDSCAPEE ARC141rECT OF SITE CONDITIONS a. WI�IENEVER SI-IR.JWGK,0WDCOV* R AREAS ASS ADJACENT TO TURF AREAS OR PUr6LIC i UDR-ITCH I E1x NT IN3TALL,4rtON PER PL.�►N�+ ,AND 51FECIFICAVOINS, CONtRACT'OP2 6h' tLL ESE LAND6ClI .4 1x8 ARE ADJACENT r0 PRIVATE LANDSCAPE Ar AS, A CONCRETE 149APEM 19 �SPON6IOLE FOR NZEMOVIN55 AND RE-INSTALI lks rRRWtION EOWF't"�E'Nr, AND FEEQUIRErp, PURSUANT TO CITY STANDARDS AND P'itAILS WEREON. r+" PLANrrP4Gr Ar�w�AS U4104 ARC INStALLED PER PLAN AND SPECIFICAVON 9. CLEAN-UF' 614,ALL TAKE PLACE ON A GAILY BASIS UNLESS Ort-IERWISE APPROVED BY TWE 1. CONTRACTOR 6WALL FOLLOIrJ THE DETAILS AND SPECIFICATIONS FOR 00 PE�F'Ar"s�1VON, Glrl' PLANT Pit r;ZOUIRE11 NTS, STAKING AND CACKPILL RgOUINSNENtS. -.- ------ ti 10. T14E FOLLOWM SOIL AMENDMENTS 614ALL OE FOR 010 PURPOSES ONLY FINAL SOIL 3. CONTRACTOR 614ALL F�41`1ILIAR7ZE N!M"E'LF114F-P+E'LF WIrN ALL UNOERGRaNO UTILITIE6, A-1E'NDMENr TYPES AND QUANTITIES S TALL BE tMe-90 ON SOIL TEST RErOIIMMENVAVONS ` t 1 , ` \ 4 Ii PIPE6, STRUCMRSS, ETC„ AND 6WALL rAKE SOLE RE&IAC I&MLITY FffR 114E (61M Sr�lECIFICArrON6). R01017L 1'1-Ite r"EaJIr 0 "SOIL APIA'NDMI±NT'S 6' INTO Tt�E BOIL At T IE r w \ i �lTR/P APLACEMENr, At NO COar TO T14,E CITY, ANY OAMA09 OF SAID UNOE RGW40 PSOUIR50 RATES PER 100IC SO. Ft (� _ l r 5 -t- 0 0 \ a. 110% "v i 4 GY: N!Tr EN SrAa)LIZED SAWOUSr 6 ' \ ' I 4. NO PLANTING 6W,:" L BE PCNI: UNTIL ALL OPERATIONS IN CONJUNCTION WIrW 1714 r?® 150 GYPE�UM -6,7 \ 9 4 '1 INSrALLATIOJ OF 111•IE SPRINKLER SY44MM WAVE BEEN COX fPLE:TJED ,4ND MOTEO, FINAL 128 ILS GIGO-FOUE`R PLUS I GRAOE6 WAVE SEEN ESTAOLIONEO, rl-IE PLANTING AREAS 14AYE C EN pR0r-ERCY GRADED ANV PREPARED A3 SPECIFIED, AND rILI5 WGP;aIC APPROVED BY rNE CITY. II. LAND6CAFV AREA6 614ALL I'ECVVE 4' LAYER OF UJOOD 0411-I-VLCN UNVE'R ALL TREES ,AND 614RU66, AND MEND INTO EDGES AT(S OUNDCOVER AREAS, PUIRCUANT TO CITY - -__ - _ '�� \ ''µ L----------•-_ - .- ._— -- - _ ._._ - _ -. i ✓. ALL PLANT MATERIALS SPALL BE AF=F'ROV'ED FOR QUALITY BY 1-149 CITY AND LANGOGArc'c SrANDARpa AND OETAILS 14Et�.EC.Nrt. CxRADING OPErsArIONB ;HALL ACCOMMODArE THE \ AreCWITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL JPIALL ce MLILCI4. CONTRACTOR 6WALL Frl,Il3MIT A SANrPLE FOR rW5 CI1Y'S AF'FI�OVAL PRIOR TO OVECT TO Armor=ROVAL 13Y A RMP"'"' CoENTATIVL OF 114E CITY PRIOR r0 EXCAVAtiON. FJURCNA$E AND r"L ACV-16hit 6F'ECIFY UJO00 r-tULCN AVAILALLE r~W-4h= CUNrRACTOR 19 RE61=)ONSIeLE FOR ALL PAIR$ ANO/OR WZPLACEMENr OF ANY DAMAGED ARTESIA SAWDUST 5 -I \ \ I ; LAND6CAPE Ar AS MYOND 114E LIMIT OF WCJl rh'Ar !a A Drr.EC7 t�ESULT GF rr-!E 13434 ONTARIO AVE -67 I ` G i LAN06CAF',t': CON37RUCtiON AND/OR 1416 OUTS-CONTRACTOR, RSPLACEMI+Nr ITE Ma SkALL BE ON74Ri0, CA 9761 � . 4 Ii EXACT DUF'LIC.ATE OF ORIGINAL U4Cl GOR PLANT`S, UNLESS Ort-1EIeWIS� A `rvfJVED BY 114E !=40NNE (9091974-39133 1 G I ' ' E ° 1 CITY. FAX (9O91323-T2as 01 'L QUANTITIES Sr-ICIIUV ON rr-!E LEGEND ARE FOR ESTIMATE PURtPOSE'a ONLY. FINAL 12. XE'RrSCAE'E RE`FEC •NCIr SY'ME3OL I � 67) � � � 0 QUANTITIES FOR PLANT MATERIALS INSTALLED 6r•�ALL Off c�oVi"r�'NE;D BY TWE rNDICATED 1 i +- PLANT 5F''ACrNG REOulRE!>. REF'ASOENTa XEC?r6CAF'E RENrRA:NCE NUMOER• SEE SPE'E'r 6 1 a ! 5 • •i N —81-IEE'T NFEMENCE NUM!DEF° i 7I 4 E � • a • I ° A i 1 4 r OF OF 1 2 + �0 I I 2 + 0 I —_ EYMAP I i • j + _ DESCRIPTION OF REVISION DATE CITY - - - - - — - - - - - - - - - APPROVED ' G ° CITY OF RANCHO CUCAMONGA— f� I PLANTING PLAN I t I �— i ' I rNO TE. I I VRACT 16311 _ I �'`` � CNNDS4PF f*LAN7'a 6NALL ESE F'LANrEL 't0 I NGr.ri•,AG_ TRA ,I.r-s OVER PAR06CAPE, OUr NOr INT`0 ,:;-10EWAL<3 , I " I� I y� 16 �.�� sT I I I APPROVED BY DATE��, �. ,, ., � �► I '� � ', , -- wtnr�r�, .r. O' Nen R.C.E. No. 24953 7 Gg 6NALL 6 TRfi �' gO T( F 'I;ZVE'Nr 310NT ( I a o- r� �� CITY ENGINEER - I I� ,a N o. LA 3880 OE36l,RVcTIc-N, LIME33 6'4ALL ''Or E35 OJft:,R THAN Nrl�'4. 6' rV' DIAL TOLL FREE I 3/31/06 DESIGN RECO N ED Exp. - Crestwood Corporation r ..-21 •.. I P.J.D. ;ZFP-: '? TO SPENT L-4 FOR C'; y''�F�6F�<r��JC_''� JFk/�sA1,10N �L. ;J 1- ga0 �27-�4�>d0 �»,g� � ( - -`"` I� � ��T �S' D SAW N 510 tv.Cim�e rage strut,Gleuaora,CA 91740 64 REr-EES? rO aI-IEi E r L-I&) EOr'4 OE,mT-;* ✓ TA sy AI`r. 3PE`E f L=12 AT LEAST TWO DAYS � I I N+s 6PECIFIC,AV '<, BEFORE YOU BIG I A e:626-914-1 3F'aut:(626)335-9320 SNEE' FOR PLANTI 6CAL1�: 1• = 20' I F OF Ci P.J.D. L-� OF '� 2 Ml --. - II UNDERGkOUND SERVICE ALERT OF SOUTHERN CALFORNIA CHECKED--- BY: L.A. 3880 DRAWING NO. y rick✓. diaz K,P.K. DA' SEPT.20,2005_ LE NO. X PROJECT SHEET OF f f � I � — 1 — no _ `�; �� 0 0 �- + 0 0 y, 7 + 0 0 8 —f— 0 0 0 —+- 0 0 41 II e� 7. I _ 4 — 4 _ 4 4 4 A A h ll _ _ ! g 9 _ g r.. "Ict 4 ye ,*T , Fly- ►, I Z 2 9 g ✓ ym Nt 7). I i I ,SCALE. P = 20' J + CSO 300 4 -- 00 NOTE., VINE P'L 4_NrIN5 PGyCKvSE3 5 0TONL PAVINr 6RANITE 5UeaLl 5RS - TYPICAL '�� corp L c I TT 'f �L }_ PLANTS �F�ALL �� aLANT� � rU �NGaU�Al� TRAIL IG OVER !l F!AROOCAf-E, OUT NUT' INTO 610EUTALKS — a•- TP56E TREES 6PALL 5E T!RJMMZ`I� 1 r~i 4-- BIGs�IT' } .....� ° ..._ „`•-0 'd"`-., , ,d--„ .""...--... " -- •'r”--- '�• ' , �a n v , _._._ _ '• , �J � �r UN !NG i�'c'i'21CsAT'fGN FLAN ' a Uf39TF�Ur"rION LIMA;g �3f-IALL NOT' DE LG�.t�('� T'a�,s�N MIN 61_ d FCEFER To °pEEr L-10 EUI P=LANTING C:�r,�,IL�3 ANC7 �r�EEr L-t? a _ A �, — — — t �—�.. --1 • —. _ Aa• � A ' ForePLANrlNG 5r'ECIPIC.�rIr�N ., b 3. g 9 'A 9 9 ..`•. Q _ , m a. 4. li a II 0 wrtAors et4ae r 51 � .Q I I I SCALE: I" s 20' MAN /NG 1 'I_3&M D ALERT 00TANIC.'A�' N��'``" CotnMON NAPS OLIANTITY 51, ,E LD561 xNER 6 INTENT D.C. SFCs � 2 DIAL TALL FREE �-- 1--800--227-2600 E 9 DEFURE YOU DIG AT LEAST TWO DAYS R A. L.'`6Er% 3TR0E`11A INOiCA ''1U,1rX0 EE' C;RAFE MYNtL5 30 24' E30X 5` Err r TREE 20' O.C. O E3, M A6N6 +t IA ►. F�_. NCI=L0RA 5 r. t-1AR r' NC-N IO 15 GALLON smEi t TREE 20 O.C. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA G. L �7i GE 1NC�IC, 'G::ArAcu ,A' CRAF5 MYRrLrf Fal'"OR/0 0 24' 50X ' 5rRSEr TREE 20' J.C. SHRVE3 1. 4c1APAN7PL.$ N 16 5 CS,4L l-�✓'N NA TU L GROUPI N66 3 C.C. ICAN�5 C?cJ��N AIvN� �'.N 2. C'157'95 ;5IG01 %! POWN16;k't L1 Y7 24 5 ISALLUN NATURAL 6ROUPIN66 4' U.C. 3. 0EMERCA'.►L I: 'PEC PA'S r;>A1'L IL 1' 20 5 SAL LON NA ruRAL GR©uPIN66 2' 0.C. KYIVAP � 4. L,,AN`i;ANA �-1Gl`: `'✓i1��N5ia ' AiL/NO LANtANA 14 5 GALLON NATURAL ORCUPIN65 ca' J.C. 5. LANTANA ' Ll �= 'Ui-117;x' !�t(1,�RP I-AN"'ANA 45 5 aALLON NATURAL 5RCUPIN05 4' 0C. . I 6. I -IGS i"t'U1 7. ' '1i!5 1 r Aru1 � NPRU ,L'EFAL,�NO PL,AX 14 5 6AI-I-ON NATURAL 63ROU�'IN63 6' U.C. _ — _ — — — — — — _ DESCRIPTION OF REVISION DATE CITY ?. I*11'roar-notRur* 001R,A '✓, 12i�Cx.Ar>�:•' YA (� ,�tSD tG� It A 34 5 5.ALLJN NATURAL OROUPiN60 6' J.C. 6TI4 4 �T APP - ,L 'rte te`,'' IIO01A N,A��1 P l-IORP1J 30 5 GALLON NA 7'UR41. GIROUPING6 4' 4.C. � I CITY O F ��i�� ✓�.�� 8. ��AI' �tGl_�'�' INCA+C,� iNK LA 9. SALVIA L UG," - 4A MEXICAN USW 6,46E 43 5 rsALLON NArUr,.eAL C• ROUPiNG5 4' 0.C. I� i PLANTING PLAN t0. t is UIL�. "a 1 ' II NC N 29 5 riALLON NATURAL OROUPIN65 5' J.C. ILMD LANDSCAPE PLANS I� TWXCY 16311 OROUNO_ I , � �p,NDSCgpF �' PICK LAY5R C� ►.LOOP MDL I4 A A 6,255 5. I _— _ ~ APPROVED BY DATE lU ljlO� �, .JUGI-IJIJ+ 7PE SWIR1 rel A IS I w Q �, - I I � a. �+ -•+ CITY ENGINEERLA 3880 � R.C.E. No. 24953 w11�►eI„ J. O' Neil I I N0' DESIGN RECO MENDED VINE: � � I� 3/3j/as � t t _ � � I I ( � Exp. � P.J.D. r��1'eSt`�,�1000��,'U t��JUY�x tZ0�2 ✓' " '.At r �L Nc CI1�5U5 7 'Ic:US 'ICDA�.A P305TON IV"r �0 5 6ALLC?N 5 J.G. I _ SJ 510 W,C' E I St�eot,Glendora,CA 91740 I ,T� � * DRAWN Fax.(626)335.9320 SHEET I It -_ L-1 OF 12 P.J.D. CHECKED BY: I 3880 DRAWING NO. Africk J. d02D6� K.P.K. DATE : SEPT.20,,2 2005 FILE NO. X PROJECT SHEET _. _ 1 _--- of I I(BY/ .,`C11�''A6---'E63M.EjV 1 SY, fEM 611N�' ERY XERISCAPEA 668SSMENr SYSTEM SUMMERY NOTE !l� � �� r� �N�t�T�ANd�Q s Atji rcr�� 1��N�nWt,�c� ��1�T7�rdT: L.4h�!�- ��',�' ( OINI' ti'.�I.c��) �'�f�'V t� ' �. �'. '1`�1 !� ! `ref Ill �' !P!�' �/ ) CLAINED (8flMr AMEX 0) REFER TO SWEET L-9 FOR I RRIGAT ION 01;TAIL 9 AND SWEET L-11 ANO L-12 FOR LAN06CAPE 6P'ECIFIGA1I0,N6 1. I.I1.4TE`1- !:ON85ERVINC,x rtFLANT' . (20: isJ L-6,7/I 1. LOU)(SALLONAGE I RIISAVON (20) 20 L-4, . I ?. TO RE6iCENVAt . e2O) 20 L-6,7/2 2. AU7OMAVC C!XNTROLLER. (20) 20 L-4, 5 /2 3. pi LAS. ' r*R�.'OUF L' rY 1UATE'RINr NEED. (10) 10 L-6,713 3. OC-515N50 TO WATER PLANTS 13Y WATERING NEEDS, (10) 10 L-4, 5/3 ' G'e'S'�,e ' L��i' f /1/alm? DE6CR11�r10N MOOEL PGS-020 i��9-030 r'C8-040 PG6-060 PG9-090 PG5-t?5 PGS•t75 4. 14Af't ,6G`AF'E (N'-X4-tk1RIGATEL- 6U1`FACE6. ,'I0) t0 L-6,7/4 4. SCIL MO19TURE (10) - GPM 0.2 03 04 0.6 09 L25 OBIT I COLOR �t�C1tIrN all-VEROfR.ARIC�E r31..ACK WN11"E' GR'E'EN YELLOW ABL E �'/�ti'!N��. (5> - - 5, RAIN SENSORS. l5) 5 L-4, 5/5 I^LAT $PRAY 8E -r~LT - 3' 060 4'-6' 71 48' - 6. I-OU. ATER rUkr VIARIEVIFIA �5) 6. WINO vN O 6. (5) - 60-PLT 4'-5' 4'-✓' a$' _ _ - MULC P.N.OVIOSC IN NON-GP'ROUNO GO'✓EIS �!,R A 3. (5) 5 L-6,1/5 7. S,ENSIT�IVE TO SLOPE FACT"ORO, (5) 5 L-4, 511 SPLAY AY 1✓Lca .�L� IOC-L100-LA 3' e'IOW-LA 2' 6' -1 71 10' Il' - - ' - - TIll.A.JECTORY l0r-LA - - 2' 5' 8' 10' N' L.6,7/6 8. RECLAIMED OR r;ZECYGLEO WATER (5) - - 51'P, ANGLE 120 3' 8' I0' 12' - - E rOTAL POINTS CLAIMEO: 10 TOTAL POINTS CLAIM60 sPRAti: 30 127 2' 6' 8' 10' 12' - - TIRA)ECTOIRY 12W - 4' 4' 0' 10' 12' - 1:�1NiMUl'1 POINt5 Iq',EC Ul r 0- 60) (MINIMUM POINTS REOUIRE0, 60) StO. ANGLE 15O 2' 5' ?' 12' 15' -SPRAY. .110 15T - 3' 6' 8' 12' 15' X A > �1;� YM L TRAJECTOR r 15W - 1' 4' 3' 8' 12 15 ElR'�C F'E 1'�'E EFE ,E v t�O 4X16 4X24 4X76 4'>0 O XERI6CAPE REFERENCE SYME30L sEf:t ,SENT 3 XER13(;,�41c'E FEFElNI�'E'NGE NUl lYER -`-- �` Wl-IE'N R40IU6 OF SPRINKLER PEA06, REQUIRE0 FOR PROPER GOVEF E, /P% LE65 rINAN RADIUS SPOUN ON LEGEND, TWIT CONTRACTOR 614ALL EQUIP 6FRINKLER WEAR l ,EET PEFv;.ENCE NUt-It�Em - - RE'FR56ENT6 XERI6CAP'1 RE'F'ERENCE NUMOER, M— WIT14 A RAIN BIRD 'PC,0' PRE&5UlRe COMPLrN6ATIw-f &Cf e'.EEN POR FLOW AND R401US CONTROL. SELECT 6C EN CSI CPART FOS? APPROPRIATE RADIUS. ,SKEET' REFERENCE NUMBER CAI-CU-11 ION I/ L V y <'/ Y 1 ' �'lJ�'E CAL CULL TION VAL VE#3 WGF:9T c. -e.1~ Mt.AXIMUIH GPM WATER Mr, 0:r M-1 (NI?C)) SPIE WATER? METER i'1-I (NEW) SITE 1!• • ELL-'✓Arita lli (10511) E'LE'VATION (1,051') ST'A"IC P., .3�RE +/A 136.9 F;Al AVER-466 LOW- 92.7 STATIC PRE56URE +/ 96.9 PSI AVERAGE LOW- 92.7 5CXII<CE ( 'Nr":01;;MAPOP I t74YM0N0 A3A7"7A C1.`,1V 6OUFRCE OF INPOr4lAVON RAYMOND ABAYTA, CVUV P?4cNE NI .;EER 909-381-?591 PPr-NE Nt.MOE'R '309-987-2591 04rE OF CRATE GAP !NFOR&IATION 8-8-05 i W.O.L. M : ' ELiEVATIC N 1,2':-5NiS.L. MEAN ,ELEVATION 1,275 WArJER Mt: fp-A ELEV. 1051' 1�12' WATER METER ELEV. 1,051' 1%'?' OP , ';1AFSl' 9EA;D i,C 44 6.9 x(0.4.93) XPS! ELEV. GAP PIGPE'9T I.1EAO 1,046' 5 x(0433) XP=SI Pet-107h '°NT ROI- VAL IF 4 9!ZE 1` IREMOTE CONTROL VALVE 3 1' "TAXI MUh1. .. ("r,ANO 3.c G.P.M. MAXIMUM DEMAND 20.4 ELE'vATIC r;;g Ple'I,49,4T !-',EAI ;1044' ELEVATION OF P16PE57 1.640 1,044' # ALERT Pl*ES6UI`;I4A e ;ZC.V lkl< Illal PRESSURE AT R.C.V. XX P61 C,?�"T `tzE 1'I°EI P41 LOSS orY. 61,Z`E ITEM PSI LOSS PIAL TOLL FREE 1-- 300--227--2600 30' VrFE K COF';-IFR 6I RVIG.E LINE 0341 30' 2' TTPE K COPPER 6ERVICE LINE 0.141 a AT LEAST TWO DAYS I m`? WATER1"IET�'+2 4r`�.8 1 I�12 0 WATEI? METER 0.6 � , - BEFORE YOU DIG i CR'. P. BACKh Ow G''E?VCE 12 1 IU?' R, P. BACKFLOW 06VICE 12 11 FLOU) METER 0" I I�?' PLOW MErem 0.0684 1, 1,'a?A:4tEiR CONT;�OL VALVE 0.85 1 1�" MASTER CONTROL VALVE' 0.65 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Ii r-es s. f;Esa (PAL L O1:-,F) 8 I Is P'hRE69, REG. (PALL O1� ) 8 880' z' I-!AINLINE 6GN. 40 9.5 480 1�'?' MAINLINE 5G14! 40 6.16 MA INL INE - _ MAINLINE O'EMOTE CONTTr✓t, VALVE A&&S EMEXY 6.2 1 It REMOTE CONTROL VALVE ASSEMBLY 6.2 BA_t4 VALVE .. E 5tI_ 00?2 I Iv?' PALL VALVE LINE v IZE 0.028 li?• -')TAL LATE,.% Al. I,.iN,E LOSS -;CN. 40 PvC 194 - 34' - 1112' TOTAL LATERAL LINE L065 6CN. 40 PVC 2.9 �• r'. ZlrriNS9 LC38 (169,1 ) 3.8 - - FITTINGS L066 (10%) 3.7 — I`� VA VON CW4W5, (•>0AIN (E.9x0.433) 2.98 - - ELEVATION CINANGE (+>GAIN (55'x0.43.3) 2.165 OTAL �o ;r,i l:,l'' L 0613E 403 7 TOTAL 61x9 PEM L X3861;'9: 38.87 TO OPEERA rh I IEFAO;� 30 PR966URE rO OPERATE NIE,�O: 30 CITY DFSCRIPTION OF REVISION DATE APPROVED T'. )TA4 feA.r-6,%RE R.��ow yr o. 10.31 rOTAL PRESSUREREOUIR50: 68.87 ff.-�- 1`\ , L VEV ci rlc PREenx1 '4F ,41LA3LE': (96.53 - 101) _ 87.29 LCOE9T STAT ,A IC PRE65URE VAILBL AE': 096.99 - I0%) = 87.29 1 1 I OF RANCHO /`�1M A�1 V /°-1 P,''',Er 6E� � ltatd! ATED Pr��g6UfPt ll= P�QUIf2EU). - I=RE-SI:r REGULATED PRESSURE (IF REQUIRE-0): - LANDSCAPE NOTES & PSI CALCULATIONS �. �� 16.91 hrE8tC7UAL WArE17 P1RE3vUI�cE. 18.29 Sl Ute: �AT' " REQ 5U E 1`2, C� �R P Crlr1" rle; a lgir.� R'El..-.q +uAL WAMRP 3a1�1r : IS - 20 CITY REQUIRED RE51OUAL v)ATER F E90.iURE: 1.4 - 20 LMD LANDSCAPE PLANS T � 1 11 p,NE3SCgpF DAT E APPROVED BY _ �r CLLA 388Q N I CITY ENGINEER wlUlatn J. U' Nell R.C.E. No. 24953 No. DESIGN , � � REG' M[hl N ED Exp. '3/x'1/06 � Crestuxod orporatiorr P.J.D. _ 51 .C me Edge Street,Giendoia,CA 91740 71 OF CA`� 0 e:626 4.1943Fax:(626)335-9320 SHEET tom- P.J.D. OF 1 CHECKED — BY' R.L.A. 3880 DRtAWING NCO. Pa: SEPT. FILEt K.P.K. �'iaz �D _i ,PK.P.K. DA`('E 20,2C0 NQ. X PROJECT SHEET OF r - �.. __.. .. ._._ -.,.� ..- ._._.._. .-. _. ..-.. _ _ - - - -• -- - - --- - _ _ _. __. _- _ - - - - - ---. _ _ _ _ - - -----_. .. . - - - .._,�-a @ems.-._- -- 0 ROUND PLASTIC\/,^,LVL BOX&COVER: STRUCTUREOR - ETCHED"OC"(CAR,':DN OR EQUAL) HARDSJAPING M rINiSH GRADE o WHITE WAF•178CAP(tLG($EI: NOTE 4) Fr14o rSL&.bTlc VALVE 0OX AT GRADE IN TURF AREAS N 6"MiN. �� AT G IC APP M LA' A*ZAS BLUE � � GOvE;R bT+.s•SED'lllC+AtIG�I GiAYE - 11 -8"MAX. .y� - A,N PLANT CEDb (G r�CXJ(Al L( l) r i" IN NON-TURF AhEAS T'+i i`- - x bykY r:• y, 4 <�A �i.�Si. FNISW GRADE BLACK EPDXY FILLED WATEF4:1ROOF I- -1 S Al L v b NLE-0 O E HANDLE� t PIG TAIL EXPOAN31ON It . 11= -1 I {- I I-�I T !LL _ Tf VA X( LOOP(MiN24' LONrs) I 33 DNP QUICK --' � ( 1 III j - PLASTIC LVE (3C? GARN OR r b1L15T1r 111lrC�GxE -VOR LAR56R liR WIIMI 1 EQUAL)WITH PLASTIC INTEG1+dA1*0 CJUPLING VALVE {_ = CLEAN BACKFILL - SEE ) ' ' WITH PURPLE - -- _ - !}iii CS,FOR MATERIAL.. - EPDXY COATED �'��P€ATIt�3 tdllt TUI�r AREAS AND 3�AL'�OVE IN E (N _ . WATERPROOF ALL i RJBBER CAP _j -- �` W% COMP�ACTiC REOU.IrRZD � �II � VALVE PLANT DIED. WIRE CONNECTIONS STAINLESS STFEL _ �+ _ _ 1= =1 I I 11= j-- PIG TALL EXPvAN$IGN � SCREWCLAMP _{�I I (_� I PROVIDE 6' MIN.OF $A �}� l LOOP(M(N14' Le91d3) s tJIiNIMUM(3)PLACES L3EDDiNG AND SWAI':Dit s LLt 3!4"'HASHED -� - iRU•SHED r.',►.: o•',""e;: "•;r i4 1-1 I I _ u,NTPRAGTOR TO INSTALL _ i'. (T AGGREGATE BASE '•1'►,'�'•'�'• z :1*r,'��.�' •';{'•�'�;ra•': _ -III . . . . . . . . . . . • . . . . ( 1-�� r�^ j -�'-- ' I�iil _ GUNNEGTOR9�XAL L(FLG?UJ �` � WHITE I D:s'!,':pr'. m � ,a A,�Ay�. ;Aa'i!'�,�•:� 'I�""' (COMMON, ° t::. °.. .., :..•�.:.¢;.l - I I-{ III- SENOOR WISE CC)NNEGTIONS. U BLUE � - - I•�:: at�ONi'ROL WI SLEEVE - iNStA,LL SCOTCH LOK9 F 14 SCH 40 BRASS NIPPLE - ��I ri� � 1-1 I I . . . ' . - SIZE FdEI� PLLyV INSTALL _ (MhtED1A1'ELY AtotErt WIRES III` ADJACENT TO F'(" S961t 1 pi �sr INStALL(N3 FiI.�MU METER, % o . j SCH 40 BRASS NIPPLE �-111--� L �-1 I '.'.'.'.'. • . . --{I SUPPLY LiNE RED e 24"LONG !�1 - BLACK AS TROL MASTER CON -_- __-__-. PREI50U OUIP 'LY LiNE o•• ei VALVE \ - - I I I i-III I I( SLEEVE SIZE TWIG r `q� oo FLOW METE DIAM TE�R OF F RIES t �7 TTS 6B:p°F i::o s> F,: yE 3/4 WAe"E G WED SIJPP Y LiNE -Lu Cil a d�• �6 O{AMET'ER SAME - QAT T E 4 b Tyr-. - - - PLACED TO D P'TH(AF slzE AS FGaw b' (�Ni ImeL MET Int AND METER SIZE MA9TI- VALV F30X. I o NQN-F' °+SUIE LATERAL SCH 40 BRASS 90 ELL DIAMETER SAME SIZE : LINE SLEEVE - SIZE TWICE UJ. McO4FUSHED AS FLOW METER SIZE i o o DiAMETER OF NON-P�(�ESfiL+l� ,car,3GRCp Ts E',A4S MINIMUM DISTANCE 01XWBTP9AM C# SG;t so PVC 9u -_ SCH 40 BRASS 90 LATERAL LINE PIUTE t�. UNINTEPMP TED PIPS(! X DIAMETER STREET ELL STREET ELL NOtl:.Q: L PLA:! T•E F MC1t TO INOTALLATICN vP VALVE 50X. OF FLOW METER SiZE) �- F`RESSURE SUPPLY #4,DEBAR STAKE 1. ALL OLEEV 13 TG DE WW 40 (SVG. 7.NbTALL CCN"AOL VALVE8 A MIN,OF 12'NFKA I bTAJ.Tl"G OR d-tAARroKAI0'a LINE FI 1 TING (24"LONG) 2.),EXTEND ALL SLEEVE$ 12 r_.5Y JND IFDGE& OF 14ASCOCAi ING AT ®0tW ENDO. A.INbTALL VN.VEB IN r'LANT aet:4 I1 LF4 EVER Wv$4OF1-E NEXT TO SIG EU1,!tLYA. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. 4.M.AGE VALVE DOX At Kr,14T A`3LEB To WfWr. ku OR 1 W Cte_AP�FN'S. MINIMUM DISTANCE UPSTREAM OF IN MULTIPLE FLOW METER/M.V. 4. PIPING LNI DER PAVEMENT R,�16� F'TlE3L TO TRdri;FlG LOADS E TO CITY E•MACE AGG1OS3ATE PMOR TO LVbtALLATKM UP VALVE DOX UNINTERRUPTED PIPE 00X INSTALLATIONS MAXIMIZE TI•IE Pt ESSURE SUPPLY LINE TD. 120 (?4' MIN. O 36T F"f/*X DEP W TO TOIL OF PINE DIEL i.ATTACW METAL vALv5 IDENTIFICATION TAO WITH A"ROPMATE OCN"IROLLEIt AND DI<ShIET�R i�F FLOW METER SPS) DISTANCE Ft7C3M Tl tE 'IEE' TO gg g�yypp VALVE NJ-UR. EACH FLOW METER TO MINIMIZE S!T(',zUCTUPRAL bEGTiON). 5. MINIMIZE NUMt3ER O° GLUE JOINTS UNDER$Tt �t, 'PLlRIWLENGE' NOTE: b,UC E MAXIMUM I.,ENGTW OF PIPE POSS11'3LE TO h1PNLM;ZE JOINTS UNDEIa 1. °LACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOY WAF DSCAfy'E. 1,01 . ATERFI JF ALL Wi CONNEGt"S WITH EPDXY FILL, 2. MAXIMIZE DISTANCE EeTLLIEEN FLOW METER AND MASTER VALVE. I CITY STANDARD 536 CITY STANDARD 533 NTS' CITY STANDARD 518 CITY STANDARD 516 ) y 1- 2 QUICK COUPLING VAL VE 3 TYP/CAL SL VINO `� ALL VA VE- 3"OR ,SMALLER 5 FL Ods" SENSOR INS TALLA TION BACKFLOW PREVENTER _?�' -- 611%.X4 C+OX ETlCLv9UwaE I TO SF�L(NKLERt • A,NCaLE F'I1�i? TO ASSEMBLY I €PECIFIED DEPtu WITH •4$•ELLS 4' MULCH A Y SET TO SCH 40 PVC MALE ADAPTOR COAST GUARD SHACK- LINE VALVE (2) PLACES f 1/ •' VE FtFi:3H� ..�r Or-W 00 PVC UNiON .pNAp . W� ENCLOSURE (CGS-1) - 1 PVG NIPPLE CI'1�OP�19 O O Al ELECTItRIC CONTROL VALVE r 6 THICK X 12 WIDE � Excd. TC CSE�iR1DtD PEEK ` CONCRETE PAD LOC,6L C4*5.OP40L•ID MOO TO 52 ( - PLASTIC VALVE DOX CLOSE NIPPLE I �► LENGTH VARIES PER iNOTALLED INbFDE ENCLGaWM ON �IN4SH GF'ADE l N I-1 I I x 1 !�I -1!I I- ►`�"" a SIZE/MANUFACTURER) CONTROLLERSIPE. - - - 1 I I 1-1 I E i-III_ h 1u fCA2bON OPS EQUA SGV SLOPE TO DRAIN AT _I T__-�- 1 ---i ! I BRASS WYE STRAINER ( MIN. 2X o - I i I_- ETG IED WtTN CONTROLLER WITH 64 MESH AND VALVE SEQUENPC-E TI z MONEL SCREEN PVC SLEEVE REQUIRED 1 1=-i I =Iii I I=1 'I-- I -TAF h Jl CH AaJlAY -I / I I - MIN FMI6N GRADIS I FOR PIPE THROUGH pE 11 I I -_ III- FP" taE AU - L E,AN EIAG t,'FILL - t3EE M 4 I I 1 1 III`'-J - -III FINISH GRADE II F 1 `I 1�=III 11=1 I I r J SGB.FOR MATERIAL. _ CONCRETE PAD .- ry I I-I \ I ( �"1G. Cci'iP'AG:TION I"�QUItD ... _ h'itN. I I 1 I 2711 3�-� X 3'•b� X� CO�..tTE 7.-1 I{-1 I I NOiE: -1 I ( I I-. $PDEIU�LK s 31'AM V G ALL A SLOPE r _= •, • 9OX COMPACTION !:• r t ► ,t :+` 3 �G�ltAlr+E A"!b SLOF°B - . 1- .: I N";4''' I li''e t REQUIRED y, 6 ,;} TG+P TO DIcFA1N Ar MNA°LM CF 2ES. 1. LOCAT. P• D 2' TO b F R iJ"UI.M.", I - TTI-1 I I 11 I- I 1 ► i_I - » ;�'4 ii.41 (�, Tr41 I` 1s � -i- I I CL1P�f$ ,; �GCAP(tdG MCAD NUN-IFaS@UIE LATERAL LINE: 7 - 418 MIN. 4 / P _ �, is 11 61' Jv,a EDGES OF A JJN. -III- Ii- OCH. d40 ONAI� PIPE IN �\,• OR PER \\/ � � �� \\/ NIPPLE - TYPICAL Ulle/ OICROL Wires IN i- T'XS404 LOCAL CC)DE i 2.USE TIF! AFS ON ALL ".ALE 1 -I ( 3' Pfb TAIL EkF'AN$1CFN /� / (2) PLACES j T{IF'E bD>? LOOP(MIN.24' LG7Na) M \/ / !'SCFE 4m 1�vC CONDUIT. 3. INSTALL t.E,A G3 WITH If`tEPNNL (I I t - F 'S�JF' -Y LINE; �\ SCH 40 PVC MALE 120 VOLT URI N F1F131p 6TELL • i+1 - j u \ /\ /\/\/ ADAPTOR Ctl1 lF'EIt LPGAL CGDE IwOMEP ELL -I 1 i= 5Cµ,. 40IC-L, 315 ONAICZ FLOW C I t3S ANGLE \\// x\,,x/ TO r R e1�OF C'AamT (Tera WECK VCI,'vF ,`,0 FRE-SSLIFE (- `� Pc,t"#E LN Tt�cNCiJ E - VALVE WANIGN �f`+2M t`Ii Iri rQlrt{'A11ON ,AN� I 111- I I ;I I � _ 3P°o': Z l x; , � 3/4' WASHED FROM WATER \\ \\\ / LINE TO SYSTMEP:ESLR-NR 0012 j !oe°e i S METER Y XT I-i _- �«" �e�r ' HEAVY DUTY UJFATMR•FM3i8TANt P LLEID LOGArw OU181�p OFA Gi�.19f E ) AC P GATE SOURCE \� / 4. E-iEAD GAP' t'.t:,hl At i?oTTGM s r J C�] Dox,NOTALLATICNA-OGATICN j TAPE AT (3 OT.AND a - \\ \\ F LVO OLEGI ' @WITCH I'GR BLGVRIt RAND T y0 - g ;°� w $CH F�1/G N{F'PL // LiCc14t 0VWtRG71.AO r+EQJIF*D PLM r R CITY AND GALGE4h161!1 . (� $t-ALL Ap,:AGEN : '•p� �9 I FF 'S5U1EE SUPPLY LANE 1 �j -Kw $0 t�VG UNION /�\\//� wLANe F - I I•;I I )- 1--) 11- Z-RIOIG PIPE AND RELATED FITTINGS SHALL ELBOW TYPICAL ELECTRIC METER"A(CE P�o'cOVIDE b' MIN.OF SANID CONTPROL 4 W*lMMON WIi ESBE PER CUCAMONGA COUNTY WATER (2) PLACES �o �`'' I 1-11_ b T1"I�. en.LbEevoM cc7NT1�X.LER MaaEL No. AI'RI.EX 90•$~ t EL.L 9 J:.9Tf�EE1 rL I WEDDING AND SWADD(NIG " DISTRICT STANDARDS. CONTRACTOR SHALL r R t�LaNb. VERIFY WITH CCWO PRIOR TO CONSTRUCTION. 1�'R TO CCNTIwLLER INOtAL.LATION 5t O. 1 LATE,'AL FITTiE _, 'I:htR!,E:X 9�. r3Tt:+EK ET ELL Nal b: teeTVILitEtALIP T 1°T:tt ` LA'hE,2AL FItT(NCx \ bl=GUFtlt7 Llt3H,- GxJ-f r b@UI LATERAL LiNE 6CH 00 f-VC NIPPLE NOTE: PrI�A63 1`1PPL.E L itbTALL PLR LOCAL CVDEB. r'Lr4N8. FtN113s1 t"rF°)CAL (2)PLAC•E3" V2. EC UiWEENT TO DE iNbTALLED AT A MING(M C*24'FA01 MY GRAVE a,G�t�Fw:)Si I. PIGI AR. AND LOOP �TROL Wrl`e AT W.CHANGES iN DIFSGTiON. 5Cw 00 PVC SxSXT TEE O1r�TUtaEs 04 HAF�G7XAPtNO5 11 1 I I I ANTI-DRAIN VALVE 9 > G2UI1�2%•C'� P RE8S1Jr,9 SUPPLY LINE 2 OCC 40 CONDUIT 2. F'F?J 0URE 3UPPL-Y LiNT: 2 1/2' AND SMALLEI4 18' MIN. GEPTN 3. TUI STt tLNir I6 t M TO A OTF I.TUF (tl!ALL,t94I1LDtt b ETCa FOR t1EGJRiT7 LICsHt 11tH I I I I 1 NOi`ESc 190uNT TEbT 00"ON C*ZN OR NON-61'MGtOR SIDE, URIFX6, I( I i I I 2a► t2®VOLT Um N 144010 3' AND LAIRawR 24' MiN.PEPTW L INSTALL CON11 ROL VALVES A MINIMUM OF 12'FROM STFtLPCTUI�B OR WAI�SCAP(NG. 4, Ori1ENt UNIT F*AFt;AL LEL To S ET. :'� + '': '}�-�`}. � 6TEEEL GdNDU1T ITER 2. INSTALL VALVES iN PLANT DEPS U4F-n,*1rR POS31E9LE NEXT TO SIDEWALKS. S. 1YURLIMN UNIT UT14 SHFI Z9 W14fi41VLR 1*0661e5LE: *r} ;;# �.�t; •T•1 LOCAL Casa 3. PLACE VALVE F30X AT Ftluli#T ANGLES TO STI�UCTU S OR HAl12D5CAPIt�iG, O. VIAL.ETtO FITT"$Args F IF20 int C4XNE CGTK)1^18 Cir DAIMILAR METALS. 4. PLACE AGGP-GATE PRIOR TO iNSTALLATION OF VALVE 130X. f _ 7, VALVE rER btP.NO r&G1WPeo E+J2 IFA eACXFLCW rt "�1r6R 5.ATTACH PLASTIC IDENTIFICATION TAr WITW APPROPRIATE CONTROLLER AND WHEN MAINLINE 16 3'OR LA "It ;�.,. /• VALVE t•1lihiC3ER ^+ CITY -1'ANDA1.0 539 `Av T3 LITY STANDARD 532 NT CITY STANDARD 520 NTS CITY STANDARD 517'-B NTS CITY STANDARD 522 NTS 111-POP "t !/L 5 ! Y ,� I Y�'IGAd! TRENCHING �3 REMOTE CONTI /_ VALVE o REDUCED FL ESSU ELACKFL CG�1/f�R,�d/ENTER 'U CONTROLLER SNCL O SURE- TYP A W1TH SHUT-OFF VALEAND UNION 7Yp�g LIODIFICATION ;+NOTE: INSTALL 5LECT�RiC M)rTE R and 1RRiGATI(.N CONTROLLER iN A SEPARATE •" NAP-TITS WA1 ERPR F S 00 CONNECTOR OR EQUAL ENCLO6UR� A5 LISTED iN THE II"g12ICsATiC.tiN N®t�8, 13E)�ET g�Ef:T L-� WIRE SERVICE LOOP (LOOP ENOUGH WIRE TO EXTEND WIRE „ TYPICAL USE CITY STANDARD DETAIL NAME AND NUMBER ALONE1 � :4NTENNA BUNDLE 6 ABOVE GRADE) SPLICE NOTES: LOCKING BOX TOP COVER ETCHEI�•ITS.B,' LR COME ANI ENNA PORT ►/ .: '. INS i ALL '.'ON TROLLER PER MFG. NRNTED INSTRUCTIONS AND PER LOCA " EP��k� FILLED LOCATED -� - - . - � . OUT �Ii�E OF BOX, CODES. LOCATION TO BE APPROVED IN F=IELD BY THE CITY INSPECTOR 3r INSTALLATION/LOCATION •^'♦ -- CO •,XIAL CABLE PRIOR TO CONSTRUCTION. AT GRADE IN, LAWN AREAS Ir ► E PE► CITY AND CALSENSE 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN R :� 4=SENTATIVE. - CrLSENSE CON1ROLLER SEQUENCE OF REMOTE CONTROL VALVES. - I -�(_r•` � _ i MODEL N0. PEP ?CANS _1ii�TT -iTi CITY r. 3 RUN ONE EXTRA !HIRE (COLOP: ORANGE) TO FARTHEST RCV ON EACH DESCRIPTION OF REVISION DATE APPROVED )Ir v BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE a WIRE AT THE ENCLOSURE, + + q -- CALSENSE HARNESS BOX. CARSON EOR EQUAL N PLASTIC METER CITY OF V�N H C U CAM O N GA I 120 VOLT DUPLEX -__ ________,E, „ x F 4 COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLAC O1'rL7T (GIFCI), NON-SWITCHED IN COLO' IRRIGATION DETAILS C( �I 40LLER TO BE WIRED _ -- CALSENSE TP-1 i OAPD 5, NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE .. - �`"- TERMINAL S1 �IP:; f0 CONTROL VALVES. LMD LANDSCAPE PLANS t MATCH CONTROLLEI'1 j SIZE_• 8. LR DOME ANTE;'dNA PORT TO BE CONNECTED TO LOCAL RADIO NO Or'EN ELECTRICAL WRING (LR) AND i3E OPERABLE TO THE CITY YARD'S CENTRAL COMPIJTL R .� �,• ��' ' 16311 S'IAL BE IN CONTROLLFR SYSTEM PPIOR -0 ACCEPTANCE. � 1 `"�; AL r �p,NOSCgpF M<r1 AREA. -� F11-,LD WIRES �� C K J . 7. ALL ELECTRICAL DEVICES SIAALL BE GROUNDED PER LOCAL CODE. A -,i)NINECT IONS SHALL ( I ! b' DATE ,d 24 VOLT WIRES. TAPED AND ° • DIAL TOLL FREE Ca ..� ,� APPROVED BY / ,( J OF '"" -Er�'GHT "OUTDOOR - - - BUNGLED AT 15 FT. INTERVALS L'-' C' JL� ..�-•f�L2a� ' - CONNECTIONS, °' 1-800-227-2600 °- N -' CITY ENGINEER Wlillat, J. O' Neil f R.C.E. No. 24953 P r I-r" No. LA 3880 2 CU. FT, PEA GRAVEL � AT LEAST TWO DAYS DESIGN r2E N ED BEFORE YAUDri Exp. 3/31/06 gest ufooc� v oration C C ENCLOSiIHE MOUIII� � P.J.D. � _� IJ> 1S 51 Citrus Edge S4reet,Glendora,CA 91740 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA '4T�r C � DRAWN r cc:626.9 4.1943 Fax:(626)335-9320 SFh EET' CITY STANDARD 524 /�Tu CITY STANDARD 540 P.J.D. L-9 (�F •� CHECKED R.L.A. 3880 DRAWING NO. C'ONT40L L R A SE L Y/N�S'TALA TION- T YPEA f2 �24 VOLT SPLICE BOX 13 SEPT.J di�z 2D�O ry K.P.K. ATE : SEPT.20,2005 FILE NO. X PROJECT SHEET OF F'L II STOW DRAIN ATC44 E:.AGIN UTILITIES Lhar..NE HALF OFSPACING;L� !c 1 (1' ___- _ - _ `� LIMIT OF PLANTER AREA FC2I1{Ft IMENt 8�ENt i2' i+LD1Gl �i __.._ -_ ._.._._ `�••� TEGHT`Y•Gl�t"Ei�'ACTE� 3' �,,Fat1'1 TO FCsl�"I ! - Sl3EW 1 UiCDLFl613ED WATEP2iNG LSA6N. i W 4 _ TOP R��10tt541 70 4' c.I I__Ip' cMl. GGX�IGItL' t 4I�ADEP2 - 1/2' FiUB P Y _ Lam•--- Xr�ND 2 A N�7 DIpV14 , lL,pNIBN GF�1�DB - PLACEDD R ! D � EXPClE�ED EDGE=S AND PINi6N MR PLAN iEl'E + -iO- ' t:I L. �^ I IN LAILV4 (INSTALL At GRADE LEVEL AT SWALE s Y ;• Y .. ., r Y4 I-IiN..... tiN. Tal F(NiON GRADE x''fl�"�C'i3�1`1"�� GIr"iEr6iNCxS) Y!s w dt ! I -Ck;M'3 AND GUTTER • � ' ` YY 2 S $ / i► �$ PIMOW GRAVE Y� Y 03 �. � Y � T r �19 td�T5 2 .. - _ _ =! Iiii 61-5r- I_I_ i ! a 1 S.L. ROOT f3ALL -�IT(- ( I- 11- • I- =1 I E I � GRIYE �..! _ « Q � �� IT-i• - ..*,;.a. �I� _ J "^. .� 1 I "GCE3l L PER rftl _ _ ___� '� _i - _ PLANT PIT t ( )Tfi i STI IE Eu2U - 'i��_-fit 'N' )I I' -«3 SS-MAR CUNT NLIG'US I Ego !� l! cl.rka AND aUTTF. __ �_ _ � , WiDtH OF TIDE t3AL I= ' -i (UNLE9 iS OTHERWISE IN6tR1JGtED) J . I� �- II !-L �i �y�1T Ii i t 7T I I I �11 I-"I NOTES Nl: rArkx -JI. LINP - '-I It- -�I_1-j + l�(- -J�- I. ALL 6 4RJ4 138 AND Gr*QUN.� COVER TO ESE PLANTED AT EQUAL STr�'Lf:.TUt a Ti i TTfT T�-ii7- SPACING (TRIANGULAR)UNLESS OTWEC�IUI$E INDIGAT'ED ON ti°F"6�N£sF✓.)F: �E ✓A.W_t. NAtI MAN 3 MANS: SEE LEGEND FUR t;FAGiNG iQU{TMENltB. ! t IIFLLKAN ,AVS, NOTE`). 2. W(-TURF PLANTED ADJACENT TO WALLS,WALKS,C.:UFZ8 OR VARIES Mm VARIES PER 6all E 6T'I4 6 rPE t L i Rrzt- 15PACiNdG WALL CT',o;•II"•'.,PIP I TO PL,f�NkB AF'�y'F�VED MY TPI= CITY ENGINEER VNDiSTU ED NATIVE WL. SIMILAR LIMITATIONS,A.LL, OWRJ59 AND GI�CC?i O COVER PLAN PLAN � SfL)EW.ALK ,�►►>' 2, �L TF�EB (N t�4E R�'.W.ARS W03JEGt TO LIN-SrX'AIGWT WALL �E PLd�NT�D At C�{�tE-I�IALF THE DESEC�NAiED �ACiNG NOTf±�r: t+ yLC7EN C?LAK f�+2G'AI7 FRO11 OUCW LIMITS. ME: LEGEEND FOR SPACING RECUR MIENT'S, I.PROVIDE 6GOFE JOINTS At 10-0' O.C. AND 3e8' EXPANSION !_ CR�TEI'n'tA AS AFF JVF'D F!Y Tl�t4pFEG t iG(NE Erb ( D g JOINTS AT 20'-r3' O.C. 3. 1FArfOLITiEES Ng ADDITIOC�SNI ER OF CREM TO I!Mvlf OF ALLN MAINTAIN V rit)11 C*XTEK OF tl�� ANLL'UTILLITY OF R LfEBALL�G0,-, ;FC�S7t(E°r LL.L FROOrtS AT PCX 3 60 PLANT tERIALS.TPLANT QUANTITi 8 NDICA� ON T149 2 MAi�NDTAI��iU�rE HEADER t0!:E U6EC' ADJACtr:Nt r0 ALL GITY- ! �A1114EO WATER ! '°EUER LATERAL LINES. LEGEND AIRF ESTIMATES ONLY. 4. HEADED°! TO E•E 520-G-2aOO MiK 4. Rees el4ALL NOT FE LOCATED t' SR1Y I_ItIES. 4. WI-EN WIDTH OF PARKWAY DOES NOT ALLOW 6PAC(NG AS TO Be UteD AS EDGE INgATMENIS t0 ALL OG LE AREAS, N 1 OF 3 Ab AN E T AIMI:Alt TO ALL NON-HAftJtSCAF0 LIMITS OF WOW., I/Rr� S.&119MAT FREES AFI! &JMIIECT TO NSM-f--Tia4 /440 A X'MI rMi�`EE MY TWE SPECIFIED AESOVE, LirNGTI"lEhl THE CITY I OF PARALLEL TO PEIRIMETI R e3lGEWALK AFTER APPROVAL OF city iN6F°EiCTt712 AND tT EN ALL tUf»)" AND Gr .EUNDC4VER AlCEAS. LINrE' WALL - r"Y'r='iC,e1_ E:NGME_E2ENGs DIV(81UN. rp.SIREET TR ES 6HC,LL ESE PLANTED AND STAKEIa t0 THE rPTY 6TANDArO PLANS. /V T3 CITY STANDARD 501 A`f%v` CITY STANDARD 506 NTS CITY STANDARD 508 NTS CITY STANDARD 534 NTS 7" 6C'/ION A 2 MVEF PLACEMENr CON rA/N Lr PLAN/"/NG 4 SHRUB 'ROUND COV, R SPACING 9 CONCRETE I EADER rl.s'11Eas CASE 1 MORTAR EVEN WITH r FLAT SIDE U I.Fit iC7VEIEE�Y E3CA!'1:S CURB CURB AND WALK TOW. MORTAR JOINTS TO ACCENT COBBLE. 2.OTAKE'!10 151! ',•'LUT i5 AND 29i GOEBLESTONE SIDEWALK 3.STAIN L"L tFE wSKarEDICLILAK BOULDER ) r 4 CSF C,0,'1PACIEr 11J00D CHIP )) TO F119VAiLl"WIND. LOCATE PER PIAN 4 f� 1 2" POLY-FOAM 4 4 A 4 NOTES: - !•IAA-6CAPiNG (CONG:IZ TE I IIrAUER, J EXPANSION JOINT �r---''�� CUKa 1 GUTTER, SIC�EWALK, ETC.) - FINIS14 Fc•'L Cx"-AT.':. ✓ w E do 3" MINIMUM CONCRETE BED 1. CONCRETE CLASS 520-0-2500. 1/2" RADIUS UNDERNEATH COUBLESTONf r 2/s CASE 2 BOULDER PER STO 5+12-A 2. ROCK SIZES, UNLESS OTHERWISE MAX tS3 O�PECIM N0, '0'" BE; 12' �� lJ • (LOCATE PER PLAN) 3" MiN. $OIL DEPTH AT COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE EDGE OF COBBLE 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT Cls,7,11 O IbC F°LAC^E°D AO =11,1 COBBLESTONE LUSO Ab F 0817�»Iy.E ON TT tE - � �� 4. E , H � "E 1's►'.V A li ON � ALL SPACES BTS S STONESS ALL OR FILLED WITH CLASS D MORTAR. 1 FART CEMENT T Aw CO 6TAK,a_b LOW ( �� -1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE, {NO DRY PACK !S ALLOWED) _ alfa t.F itt&E G 13is _ �^ T S - - Ncrt 00 LCJJ A!1 1'0 LG / .. I- , :,,.�:!�•i�y 5. A SAMPLE AREA, MIN. 4A S0. FT., Sf-TALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO ItG!Lb C>�E7'V114 I VOIT F`L4•11Ta. - 3UFr't'314t U4!N.Lc71i 1/3 Y : • * .. PROCEEOfNG WITH REMAINING ROCK WOR WE kL,At K. __ _ _ - '0 DFS:± ..---MAIN i tU UC i �l,... �- -�` *„ r•i i!"`"'~�-••---3-1/2" MINIMUM 6. FINAL POSITION OF ALL R4CKa TO BE AP'P'ROVED BY THE THE CITY INSPECTOR.-- )ftl11 CAN C 4Cfd tie$WA..'W 24' / -� GON(:h;ETE C$EO 140140,ATTT s L��r VAN!ZeP 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. _f &WVvs to CASE 3 -•� B"�-•••---24"---� 6' �---- 8. ALL COBBLE STONE AREAS SHALL HAVE 6"T:6" CONCRETE HEADER AS AN EOGt AT PLANTING. f ff I ii II - 2'DIA.LQPG4 F'[JI..E P' *6TAKF.8 � � f� `tlV5 6TA►N \ ADJACENT HARD 2Y M MORTARED STONE SWALE 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 21i MIN. AT ALL TIMES WITHIN THE R.O.W. t�;We 1 ITiG�I UNDISTURGEO NATIVE SOIL r N DEPTH tJ"lD 4 D 6o L rl'd0� REFER 0 PLA _1-1 1_.1 I i T I i 1-f► n 1� w, L Y �» PiSr Je'...b 4UtQ.G 3 4Y T L'2 AL L. _ a ,sd•�i3c.,PE Gidd+rr+PRP IN 'ftalsf A(�.Ab AP+�7 -'-'• e.",,.. e I i� .'� hips YAtb. SHOvL cur EDGE Ccs ° A,TSD -I( - �. . N�: ✓�. ;,Ofl- I •- tcw car�rao'!ao..IL To awxtL;ND 2 R: kINiCa >E. CONCRETE CURB I NE 4" CONCRETE BED ,.. COBBLE 5T O BENEATH CODDLE W1#3 DAR C"h. '4'°AC� .p 8"E.l..ii1 1'O FK.+r�'I ETM*.V."Ctw^8it it'l6TttL t Ot:b LOC-AllDIG ALERT C VTbtC>ILA M'LM11 NT.t Ifle ib A TUE"V � 2' MIN. / 4' MAX. RAD. "t .b T ME l`*1-TOVp!D F,3l1-4I!Tm)City CURB & GUTTER SEE DETAIL FOR /`✓te r` A:°r E '4r= ►4- 6" PCC MOW CURB END CONDITION PER CITY STD. 534 4 •6" PGC MOW CURB DIAL TOLL FREE NOI'ESs , ' P TER �� _ COBBLESTONE PER CITY STD 5�4 , . � .� I ` T LAN , /' 1-840-127-2bQ4 I. C OU DSR F E R G Jrd9TFaII.ICTiON PL,�N GE88 AT EAST 1/3 OF 125a SRS DEI�tN �. feF'i'EGR TO F'l!F""tGHA✓9ElPLAGEI1E:Nr OF TFIE MULCH, TI,E GCNI"F�•ACi'C'2 C��'A_L �._J iNT 8+J8-GRAD AS 6HOWN. Pw FOR2E FO "11NG C-04C TE , AViW-%, LAND6CA E """°-' AT LEAST TWO DAYS E�:� *111T A SAt"IP .EE TO Tt415 iNSPECTOR FOR API=''RvVAL. A"`vGI.11tlrCt t0 �i�i�F�OVE �XJIJI D OND SPOT LOCATIONS PRIOR TO iNSTALLATI AREA /VIARDSCA�E - HARDSCAPE BEFORE YOUDIG 2. htki!_L:I-I AROUND TRIES X140 0441RUDS AS DIRECTED r,N! THE PLAY-� -')0 3LEEND � f� NATiv!L."Ar4% 1LL111tH NO 2. I/2' POLY-FOAM EXP�NISION JOINT AT EDG•FE CSF P'AViNa AMMNG 10MLDER6.FSGOr-S C.OZAtEAE TH TN 3'PIA 4 NTC, EDGES AT GROUND COVER A REAS. I iii � UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3. ADJACENT CONCi�tE PAVING POURED AROUND 15MI-DER. 65-1= GONSTRJCTIC�hI PLAN. SIDEWALK 3. 11018TE:N MULCH AFtP R INSTALLATION t0 A6818T iN r:GA'11PACti0N. I I � -- �- i � �^ _-" ' r ��-' •4. 9�9i COi'tPAGI'E:D 6Ut3-GaiRADI:. JOIN AT RIGHT ANGLES (TYP.) 4, -LACE NO MULCH UY�FZ t4iE: RGiOTI3ALL OF A utOCEGY PLANT OR .:AL L0W iT 1 � �� - NATnEbOlLi�D!atur�D 3' MIN. / 4' MAX. RAD. s4" EXISTING CURB r) RE=MAIN THE:6=. nucE[rqrrt t3.AL.L wlrarN _,- I �' OR BALK I ct NI- N r END CONDITION CITY STANDARD 542 NTS CITY STAB DARD 50. CITY STANDARD 502 _ CITY STANDARD 542�A ll�IUL 'L//l�1 1 1.�:c�A /'/�N C1C1UL3L rA/ ' TREE � ` .- � �� "DN, SAL. - �4 �CJX 8 C'JUl a /�FLAG /CI Nr 9 f��l VER PYAS/I V GRA C09�L I ...... ............_. -... ._,.......... ..- ..I:«.-.... ._. .»,..._.. .r.�.„",. t..LWiM10..-.isr'L'4:"WI 5. �. ..., ... ... ..., ... .. .... .... . i. �' rlOMENAL ( ' �actu�,t )r:�SVN�Y. P°R -CAST CONC. PiL.A:SlErR CAP 'CLASSIC PEAKED' i 2. N0IRIXONTL':! JOINT C*'E6Np u.EE Nora �� 24 vGN,lA1E TAN c,:0!._0R BY 3TSP31'ONf; INC, cil� f= .S-CAST CONC. E'ILA0TS�2 CAP 'CLASSIC P'E, Kl�D' WALL N01E: 3. "4 RIZONA.1-JS IN �' Pi �t�2 ,E APF-RVSD SMAL 310-321-1414 42 0QUAE,E TAN COLOR 15Y 0TEF5TONE INC, OR DETAILS 10, 11 and 12 AIDE SHOWN FOR 1�SFS12SNCE ONLY and TO BE 4. 04 CO TINU EETTT PA;.. To r0lT�S OR Ai+ PRv-0 EQUAL 310-321-1414 SPECIAL ORDER ITEM CUCAA °' r 'r- iNOTALLEP P'ER SEPARATE CONSTRJCTION WALL AND FENCING PLANS. lU i,4ONEYCc,,1-15ir 5 t;* CrA407. AT JLNCTiC N &X&XE6 CONC. SLILS1103TONIE a OF POST TENSION ROD t RENF. EBAF'3 111ROTO 11 51.00K - `FAWN* COLOR (12) f OEGE GC tLJATEON rk I DY ANoGEL S LE.OGK OR EQ. ALLOWED. '� LOT 51QE LDM 3ID5 GONG. VIA Ylr32ArEON, D OR � T OTI-TER APPF '.7F RIATE t ,EAN3. l b. DA0I4ED UNF INDICATE.'3 LINE OF DIP PO,rTiNG OR LINE OF C,:44T. TAT "H FOOTING. I i/2` (f3)- 6. DEfsTiJ OF GC`dtNLIO!!S '::NIGH r-ootlNG � i3LE�7SL'.N'T 1ry.t'�M1LY i I S' i � MORTAR G '' ✓ES AW,.NCOUPLER PAT�tE.ZA„ ROCK C0135LIE3R F'O6'T IENSi&,41! ') AT P"T COURSE (2) 9. vSriliCAL l,r-OORGIN63 AT TvENCW /"r) vaNEER - rkrCOi3f3LE S PALL RANCH Dip'FOOTING F`'314 WALL:., OviLR 6'-V aE Ar-,F,,%,OVrD BY `WIS r WNEII I 1,4166 USE 1*4 1' .,'T THE C NTEP. AS I 1='I" TOR TO iNSTA,LLATION. -- -nr,a�,ma Nps ussd��odaz a:r faertifasact,�snw^�ns��oNr+erb}^uNr �, �_ � CuUsrnagp.Fnn7Corya7y.Mf�B oh,^ssµnau'saa'b}^L'ieAn:o•,b Faha.YnbIIbssvnf STRtAiGHT 'J' G%R 'L' C%K" ` i'REQUID t>F adMarpasr�a,rawra„sse..a r ,.N,nhkNs�J�kAsse�aua+f�•,dlA _.__.-.� loG7a 6r-!an'M1aaU oa"iodr.�roda xa,NlNUWO/l ho�eG'rfocag✓oo the ra+G•rnWloaxv nflhY oq (2)-- EAC14 DIP FOrJTirr At � F : titer C E61GN. •� 04 1*�BAR-COLUMN snh ris},�,f.�,«ie,.n�N� cpm c.s�•� �c.�easu ear ` s,.yd.rsbyf3We arorfl.Gcaa rllrrxabyCle/iyCuSyw M1831E LNaksmd DESCRIPTION OF REVISION DATE CITY L� r-113AR SPAGIW �IN trRl A734 r-OOTiNG :-UR �� TIES tS 24' O.C. \ ✓Cdr«�,edvcdra'aky."rc�r,nwnsohaaaeutNps/�Nraaatfrsnwa�sAaynbaw APPROVED WAILS 6'-6' TO t, & .LL i-IATCH 1 ✓�rrrafMrn.,ho•.Waa,•r asmusos�femr a,.wnbwusntHwwtz,.�,a 6E'�CENis OF DEP r'OOT M . ,. . 301E $'-CJ` aVkYoreuaroma✓&ivwbomM sa X N-Aw,tBsu�v arm e,Ra;jadkkalb,.w^,ssaw �. TNG NOT N msac.bu�pnaoraa�c6•oirr drew.v» •.owr��sroneissvnAlb�r. *+"!I TY OF RANCHO U CAM N A I I II AND WHE:F.1: UR=V�DOtiN r, --- Iru�'C X16 E='REGI (CSN bon✓.v a arusa�a,F .n,arkan�n Nsr��,. }n anro}.warn ss AVAILADLE,SPA!:E ver At 24' r?G. i"4AX kvx u ftrbndka ,rrj•NNtiman;eaMur�zaAma..,is fQfsat�anera.vmo..am «� ,"?LUI`,N DLOCK - PILL k. ��a�,rm�a nra nam � M� p � , I t®. A GONTRACrc,R caPTlor � ro StAl3 T�Il I CPLANTING AND C:.(�NS"1.12UC'Tlt?N DETAILS ($) I VERTICAL p,rp'rsR nri'tJxaee bs Rdsaro'+G^eyx,1/rokJo,+<,a;A"p^auMt�AtdM Ce/rvr:k'. MfP6?, i�=p,.4R DOW i°co the Pit,, PE;R Cr-."LLS SOLIDw�szRfadneevetecwr,®nstbaa��a�wonftrsrn�brcNasatvs7ee5sdnst r�.+r OR CC.NTINIJO,4aj Tf"2E1`lG' "�C7TENG AND Es,1ENq a yn i' rsc,rd"+,,A&V,..✓,AWL"PAWQarnr IT t 6' INTO THE FIRS` - '.ir.,65 OR 1'�L'�CK Af�ansc�Gn odWawswsss cvx'aronay;�s. ' 11. 30 MIN. F-MI3150 F-0', LIVID LrAeINDSCAPE 12. 3_X XI& I?LUI , 18TONE aLOGK: 't..O5Y � •i • sir �.,...._......_..._.._..... IS�� .. ,i �_ ■ 1 r.OI�iPA�T p CAr ! 41*L JS lit. , EQ. 4 1 I Y � � 4a ( Q ?AO� t�� 13. 6ac�x16 COl OL.�Ii14PSTONE - I ' I ti� \ K d � (x t4) FAOTO 11 6L% `,K , 'FALL°J` COLOR 13Y tW. SELUE *!Cx-,K OR Cd. • ._,�� < _ _ � ,` ,,, - DATE ` l� c..5 v '0 APPROVED F3Y Gt.0 �y�l CONC�F;ETE POc�TING NATURAL ROCK CODE3LS � •. �+ -� CITY ENGINEER -wtlt��. moil R.C.E. No. 24953 _� VENEER - THE C013E31-5 SPALL I NO. LA 3880 _�� .� � HISTORICAL PI AS i'�(ANU{=AG�'Ui`�E -- DESIGN i�ECO M NDED 11E APPROVED BY TP5 SER _ BY ARTISTIC SiGNATURVS - CONTACT � Exp. 3/31/06 � P.J.D. Crestwood CorporativIt `> fF; PRIOK TO INSTALLATION. P ii"�. JIM CARON AT 562-'34.4-(135 TO _ v --_ - COOI""�D(NATE PDI'CCI"IASE ANP INOTALLAT(r:JN. ��' 510 W.CiisuR Edge Street,c4tesidara,CA 91740 '4l � D FZAWN c,; ce:62G-91 A 43 Pax:(G2s;)335-9321) �H EE Pd01E: NO PART OF TI rE r"�IL�'4E�1i� OC+2 PC?OT(NCs CAN, (rNGIC?ACP £ C C(JNTACT CHARY OTTO,OF ANGELUS BILCCX AT 62+6-'art-916b r%OR F1ROTO it t� �s. =�MCIFIGATIONS. INTO Tt4E LM D EA W-LE=NT P.J.D._ __ !..-1 O OF - _ - B` L.A, 3880 DRAWING �' I- NE PERI 'I/- . SI? FALL /1 � 7-0/VE P11-A6 TER /2 HIS7'U/?XAL �'LAQU "'L OCA r/UN and FILA TER SEPT.2r. _2Q'.z� 1l1 6 fv1/N. ��.IJ�I �5 ® r K.P.K. D `E : SEPT.20,2005 FILE NO. X PROJECT SHEET OF I __. .-_ __ - ... _ .� r ,� __..« � ...__ . __ -._ ___ __ __,_ _ _ __, ,�_• _ I 11 GtTY buF r"AWA,1 GVC,iMMA �i �10 At IkRAWOAT�T1 ��hIC�N3 n. 4,p&atk .xhd in'ntsr,mcs MzrvalP: 0• 5,,,oso and Fittings. O. sleeving' 3.01 MAdNTEMWX FAkT I-GEMLR I. R'epare,ax'deliver to ane CRy OF Fanaho acamanaa within ten oaisndx days ixiar to E. Luse Glearcaxe: c,irn lotion of o;4ttV ktkn,two hard-covor,hoes r;. Undorro crintc:in!n the followir I lifers Indicated a m the rr aahgs,use red braes sare,wa pipe conforming to reaeral C'Pociticatlon I 5(eevng under hardreopo or paved areae for mainitra,lateral)ince or capitol wkirg shall ka A lite entire Irrigation tem th,ll be under Full ovtomat!c operation for period of tavan(i) a riot to P "� " 9 g � � oP P �J P 17}aGRIPTION W ormat!un c W_55i. 5doduls 40 P.Y.G.or approved equal. I. All lines�F>riit have a mnhhutr cloxmce of six(6)InaF,os From each oVar and Wive(12)trice A. SCope of)'Jerk, r'rovide ali fobor•malarias,tronsportat(on,and sorties ri:sdess:xy f4 h„ .sh'xnd i4toll from lines of over trade&,with the,exception of Via control wie sleeve(*)which shall bin ketaAcd Plana g' Va Irrigation S tem as shown on Vie Draw and dceuEbd,sroln. P. Vandal Resistant Controller Enclosure: adjxant to p'es5we supply Ito. Parallel litres shall not be kbtalled dVdretl9 over ore asoVer. B. 'fie City of Rancho Cucamonga reserves Va rl#4 to waive or shorten Use operation period. �" � a. inc:x ehtnet whlcli etialcie Gantraator's Hama,O�4�cb&,and tole• o num 2' Tlttnys shall Le red Ixasr rirnformng to Federal SpeclFlcat(on si^IWr-P-e60. B. 5ta0x� ls: All work and materials shall COmp!y with cpverrning u des, aFoty orde s,&tea;and*,and lir"s sash l»talird egusnrr ynt and malarial Item Ihcludvg ponies and addrir,.boe of L Cantro'ter enclosure shall be of elle and type shown CA Va Irrigation Drawings and Irrigation F. Autr�rnatk Gontrotlar Abbanbiy: 3A8 GLFAN•UIs regilations,and m.not the mfnbA r'equVerronts of Ve 9tandard,pec!"caftans For Plot,. "-stet mx0cicturer local r'apre�erritati`aa. !r Corstruct(on(6re:m Et,+ok)latest edition, a Gpppo,^F(pP and Fltttrg&: Detail shook, Install at p•er mawfcwtu errs lsstrvctla». Renwte Control valYms shall be Garciected to Comtrollor n F Calc oa and parts sf•sools.in ovary material and ec{t+lpniont!team Wallad under U,I! rsurerl.al wgvwe es shown on fife Drawings, Glean-vp shall les made as oath portion of Hark prwgrouo. rofuto and oxeoss M shall be romovad from Vis site, A'v. GuAWTY/-^�61MWkE 4 FEQJIRU?ENTS r,ont"oct. 1.. Py ori Type K,hare.,4mipa•ed. 2. A backboard shall Le secured to Va controller oncio&ure housing to provide a babe Par m7untkg , 4. !Ivarontee statereo lt. 6. all walks rid pavng shalt bb fsloon°ed or Has.sed down,and any damage sustained M U,s Hot*DF stilet$shall les A FIX lts coos: The Contractor shall obtain aid foram,imd all mise and ail o+,i4"110.ns as Use aVtaratk sprinkler eAntrolior and to inns)strip. FN�h VOItCag#Whirtg For Automatic G,antroiler, r wVed to Ism orf Incl condWon, resgqu�•� pay Fra d. r;a^Mete p;?erattng and;,aIn'aiiatca Isfiuctior,on all major egr�r,ient. � g 2. Fittina&i wrought copper,*oidler oirittype. 3. A 111 volt dotplox box&hail be provided with an On/OFF switch,and a 111 volt receptacle.Metal I. 120 volt power c.onreationto Use outomotk coolrotier shall La provided by the Contractor. B Ma'wfoctuerls Directions: Manufortwor's d!ractios and dofcailed d-ah,a$shall be folio,ea in all cars 3.09 FILA SITE C 5LKVATILIN PRIOR TO K,C,EP 1'ANGE In addition to tie above nient?antd mrrintsnanco manuab,provide the Gfty a rnaintonan a COndvlk shall run Mom the Ill volt aur�ply to Use controller liouting. All power HIUnIn the housing 2. Ail electrical work shalt eonPorm to local codas,ordh2icos,and union authorities hi.w where Ve rnanuFcxGrora of crtkier used In thin Contract funsbh dirPtti.,s CpYerIng poi:`:s riot*Iwwn In ng Va Drawtmgs and SpeClFkatloris. pmr:orr:ol with Vairve'Vors for major c+ipnent aid show c•vk,m writing to VA City of 3 Joints shall be widorod with silver soldor,4$%silver,15%coppor,16%zinc,24%cadmlum. shall be properly phasod. jurisdiction. A. The Contractor shall operate each system in Its entirety for the City of poncho Cucalw,rgo at time at Final R:n.ho G:,ctxnorngc at U,m c.md'uthon aF the project trial Vie*a'vle hen ix,on wandered. eold's at 110,and liclAdx at Ill& 4. A torrolnal stripshall be provided,clear indicat the or into of comact!on of all obaorvotian. Any tion»doomed not acceptable by the City of Romaine C=rmonga shall be rawon,iced to Vie G OrdfnaiCas.rd Flo )allots, All brei,mutic Kai and stele Ic.s,and rule and re iat(onr tlov,urr'dn or � y � �`� Po H. Remote Control Valves, folding to any pa tbn of thio worse are horoby Incorporated Into and mo:4 a prof Wt,o 5pealri atlas, E, Elulpmont to Ls Furnriliod: F Gate daives: a OV'riate wiring(station valve&,master valve,wffoom,contra)control). cahpleto satisfaction of#a CIN of Rancho Cmanunga, and Voir provlslais shall be corrisd out by ViaContra,.tor. AnyVing cot 4:od In UseaL ecR'catlors shall I. petal)i�t,ere shown an Ve Draaafnge. Fiore grouped togeUer,allow at least twelve(12)Heirs I 'PPN c4 a part o!tW GoAra.t us$Following toots: , Call Valves(I 1/2',A-4 smaller) botwoon adj"nt valve boxes. lietall each romots control valve In a wporate valve box. 'sot Ue Cixrotn:�d to wnPikt with any vF the above rotas, rcguiatbrs e, r�<�uVenusrtts o :�arrr � Q. Mlscellaneoue{rrigatlarn EgUlpmenti B. ihie Contractor shall show evidence to the Gly of FTcxiah0 GuCarhorga that the ON has re<otved all 4oKeY40,when true SpecRicationa and DrOHIM96 call for or daw'soo rnotoriuls,workmar 1p,pr occur. c alt I. Flush of etom: acceasorias,charts,record deawhcp,aid aqulpmerd as required before final o observation an Ca»trc+coon oP a hotter quality,h!;�ner at�dard,or layer elle U+an Is a; trod Ley Use�'�+e tilts and a. Two(?J sots of spacial tools required for removing,dtsc�sembl(ng and adjusting serail a. Ball valves sisal)be a!25 Ib ar,,�bronze valve with threaded=6 and shall be equµapmd � � regulatloses,Vie proylvAns a Vete 5pn:cHkatioro and Drawings shat'to to P ecoeonco. type OF p Inkier and valva s ppl(ed on this prrJa k. with a staanicros steel handle. L War to VieIrcigatton Pla»for silos and typeo of misulia esus Irrigation mquiprant. I. After all now sprinkler pipe It;cs and rls&-G ars in place and connected,all raGeseory diversion 3.10 SITE O BEKVATION SG� b. Two(2)few--foot valve keys for operatlor of Sate valves. b. Ball valves shall be NUO T-5x,,,5.1"or approved equal. 2. All miscellaneous Irrigation equiprisont sial(be as specified or approved equal. Kork has Loon completed,aid prior to installation of sprinkler hec0s,#o control Val,-69 shall be D. Ex ianation of Drcas;n c. Two(2)'keys for each c ttanidlc controller. A ris Contractor shalt les rotpMuntbls for noUfytng Vo C,%of Raw'd Wcarwnga In advance for Use P �' C. All Call valves shall Le ,or Installed detail opened and NII head of water v�d to flush out Via&pLdm. d. G'e ii)CIVIC,coup'ar fay and sic t4Ping hose swiu®I for every ph,,a!k!(or frehetion t'or•e0t p Following obbarvotlon m,seWnige,according to#a tins indicated, I. t'+ue to Va Scale of Vo Drawings,it is not passible to Indicate all offsets,PlttIng .'oevs tte., OF Pooh type of quick cap!ting valve,Irotolod. " � FART 3-E>TWION 2. *Isrklar'loads shall L4 Vetailod any after hashing of the tptarn has Leen accornplisled to the 64 2'.. Resilient Wt, &aa Valva(2 and for ) i. Pre-Job Catfermnce-1 which may L,a required. Tins Contractor shall ca afuily Invcattg�Ve structural rind ink camplote satbfactian W the city of Rr-rncho GuCamonga. s 2. 110 above r,antk,ad o v int shall to turrod over to Va Glu at Ve wroltrsion of the , t 5.01 006MATION OF 917E 00VITION9 dandltiore aFfacti,g at vF his wort:aid pian his work ac or dtrgly,,urr,shed worth flttingr, as g iPr' 2. Pressure• i Ire IretallaEiort-24 haws &sfore'?nal observation can oarur,evhisnce Vis'.Va Gi hoe recelved material molt be shown M a. Resilient hJedgo Gats valves shall!e epoxy coated and equippxd will.a 2'operating not. J. 5prnkier{loads: supply may be required to meet SUGh cOnditbre. rur'iaw..,ngs ars ijer,erally diagrurrtxr•:and ndi ,�of t1 A. All xaled dlnersla»oro cppraxinale. Tlno Gantractor shall chock and verify all size dimentiox and S. Lateral Ire csd VInkler iriat411atkxn-24 fhouro I Vo work to be Insf:allcd. The wa,k shall ber lssialled In such a rnar,nmr as io o,old wnfli tha Gfty of R:Ascho atur"o. b. Resilient Nedge Gde„fives sholl to No.403 RT-RPJ as supplied by YJatts or approved receive oval Pram Ve Cl of Rancho Gx.ama for to oceed with work order this taction, 1. Install Vo nkler heads as deo( Led on the Draw Inkier heads to be natolled In V,[$ I approval ty rga pr Ix n9 3pr gra trvga• SFr i betwosr.'.',a IrrMarl tom, laic and architectural footures. equal, ant In Ili re sets to those itamized. 4. AtOxaVC ccmllollw knstal!(A n-24 hour's � eye plaiting sq� work shall La aquivat sp ti IA4 P'f71 `.T Pl l.l�/CkY,5TOP2A5E AND HA1�I IN8 C. All Fe<stilant liod:Jo Gate valves shall be retailed per cetatl. B. Exorcieo extromo care in excavating and Hoi'kng roar existing utilities. Thr#Contractor shall be S. Control wire Installation-24 hours 2. At work wiled for on#o CJrawlnije by Hales or details such!:e ft•r�l*ted and Installed �t,ed or resprorbibls for diaracigoe to utifiUes which are CiAusad by its operations a neglect. Gtseck existing utilities 2. Spacing of heads shall Hat exci:erd Ve maximum Indkaled on Ue Drawings,in no case shall Via A. fiaa'idi cS'vG Ira avid rittlnc , no Contractor is cautioroc'tc'oxer,t5 care in hamcti loading, oxcoed Ve maxin'um rownrytonded the mawfacbr'er, b. Presaws% I line and lateral Ito tetttl 48 hours not specifically rfizntiored In#a q>actPlcattuis. I"9 P 3, 8. 0ul�k Coupling Yalve&, J,awNs for existing utlilN locatlors. In9 d1 PP9 9- unlooding,and,!tor g PVG pipe 'Ind fittings. All PVC pips e'••il be trai-4ported in a ve skis which alimis 3.04 1. Govara pts last-48 hews 3. The Contractor shall r:,t wlllfi Install the Irrigation: tem as shown on the Dr awl wr 'is Vie length of pips..a Ila Fiat w as not to si,�jeat It to vnow L,siding or a.o com: sled o4arr,al Ic,o at a'y I. C�uick copiing valvos of nll have a brays,ti"Ieca Lady d,togted for warping praew'o 01 150 TENpPORARY RDrAIF9 kJ � '� � t G. Goordtnata inatallaEion of sprti°JCler materials iulud[rg pipe,so Uwe shall be no ntertereineo eeiVn ut(it es I obvious in tto field that oLitracticros,grade differences,or 6'tcrep:�ancies Ino o,.:dintm.. a axis' point. Any taction of pips that"Ivan darted or damaged will to discarded,and M Vstal(ed,Adill Le F.S.I. or oVor cor,etrttition or difficulty in planting trace,sire",end ground cover•&. Ile City reserves Vo ri4it to mate trrnp xr repairs ce necessary to keep Use sprtinker system egplipwnt in 8, Final ot;xa"atlrm-1 days that might not haus been considered in o. litea'in . Such obstruction or dlPPor6woo*h Lo repiouod with now n1;ing. operating condition. The exarcl6s of this eightthe 01 shalt not relieve Vas Contractor of his r *bijtlae � � g 2 Quick Ga lir valve&r:oll La stable with a quick coupler Ke size and shall bo as � � � � � B. h,Nien obaorvativre hags been Conducted oUer Yuan Use G of Rancho Gua a show evlcanco In brought to Ve attention of Use GV of Rancho Cmamonoo. In rho event ails nor. ffkaUon lks a1BW MOONS q P y D. 14 Contractor shall careful) check all grades to sato hk,,telf that he a el proceed before$tart( w%;sr Vis terms OF Use aran'.os as heron eclfied. h'bwn en tie DrQW'i e y g - ^ y g'' ' writing Of w',en amid by whom Vrese uk�aervatbna were made. perforried,#,e Contractor shall assume Full ronpo eibillty for wy revision necessary. � • work on the irrigation tyetom. 3A5 EXI5TIN5 TRIX5 A. iF La Cahtrac.,ar wiia,es to..nlvstitile cry aqulpmerat or mate^nal$Pnr Vo etpu!p7fi,cint x materials Itetrd ix' C. 1Jo elle pUaervatlans will eGPnrriE&`ntm Hitiat'As-Culls record drawings. Tire contractor shall not call For 14'5 SMAITA-S . ase Drawings I.' eciFkatior» he m44 apo to by providing i 4 foliawn;Information to Via(,14 OF H. W.ckflow Pre•:ontisn Unitsr 3A2 f Ft ARATfON 1 fora pt pa retebsary t0 excavate adJ4Ltrnt to,existtng tt°oras,tfa Gonirtactor shall tree all pw�•�ls ca o to mold injury a sits vbR wiVwut"As-Coit"record drowtriys,without cr,rplating previously noted conectia»,or wtUhout A. Material Ilst, I F_,mc,ho Cuc"h i o for oval to trees and 4^eo roots. Excavation in aa,:s Wore two(2)nch and ler roots occur shall Le dons by hand. All Pt'ring Va et�tom for saki vlelt. g A, kali �,a !. EaciJlow prevantton unit sial)be of elle and typo indicated on Ue Irrigation i,t-awiigs. install roots two(2)Was and Grger In diameter,oxcepot directly In Vo path oT pipe or condult,shall Use Cur.'e{ed unser and G shall La P,Cavil wr with burl to prevent assn• ix excessive Yinmre a ditch m"aohl°o is run clrte C41JGFlETE.A'EGIFIGATIONS scarring backflow c n I in y d � 1n9 n9 I. The C-ontractor mita))PUrnlaln the a°tkles,e u mrrd eateries,Or p.&*Ue& �,Rfed tai 'e. � t pr Ya tion un a acuafdaK.s with Va OFawiiR'" I, r'rior to II»taliatlon,Uo C•ontracEar efts))alio male out all rosoure i ILncs,rout crd . . I e F � t $iP ix #� Prc°Ida a&tdcer„enE k•.dkaVn�t.o reason per making Ve sutratitu6(on,ids a sup rata sin.int of P �'P 9 i'''g to frac+s ha.'kiy tees smaller Ilam two(Z)tm:rero in diameter,Vo wall ole trench adJocont to Vee 6 oe shell be hard FART I Gk1,8.'RAI. than Drawings and Speclflcatia». No evt»titutlan will be allowed Hili A prior wtIttvn stip•^ <,al 14W',.)r each Item to be au"rnitted. Ixotion of ep inkior hoado, trimmed,rraaktng clean Guts through. Roots ars(U inch and tenger In dlaiolor 1;-411 be painted with two spats ap IAI Debi 2. I'ye atralina s at txaCkf lour prevention wits sial)have a bronzed 4crewied Loy with b0 mesh morel 9ptbora by the Gty of Raids Cutanwncaa. J. Provide 'escr tMe ciaaafo teraGre, " rFormnce Chdrts and flow chwrts for tach Item t4 be 2. All Iayouk shall be approved fay Ve Gtty of Rancho Cucamonga prier to hnetallation, Trine Seal,a guar). Trerwh,es adjaderat to tree should be clasod within fear(24)hours;and whore this b not avbsUtu ed. g.! Fb screon and shall be similar to Dolloy 01006 or approved equal. po t-lble,Use sloe a Use trench adjacent 40 ass tree*,6411 be I:ept*haasd�briop or convue. For corrcr'ate Inforrnatlorn rotor to tlns 5tandcr•d Specllife4tiors for Public N arks Construction(dross Book, Edition 2 Carpiete Material list shall be sutxnitted prior to performing,,g work, halerial list Sha ,cludt B• later g'W4, par#o Lty oP Rancho Cuosamoro. Kolar to Sections 4,201,50,and 400,as well as any odor bectia»related to Ve mavFoctur'ar,mxel mrrbor,aid descriptions oP all materials and e i ant to be tar., 3 Provrris Vo amount OF cast s Inde N ate svt»tftuted Item is tpproved. 3. All pressure rich lire piping between V point of cow-:tion and Vie ba:Olow prevenler shall bs 5.06 FIELD QUALITY CONTROL Ve installation,per and past pro Yatton of Concrete work,materials,labra,and clean-up. The 3twdxd iP Pn 1. The Irrigation e'yetam shall Le c,nnected to water supply polnt(s)of connectIon oro indicated on Vo �ecitluatlme for Public hixts Construction Is available from, Alaw manufacturer and other iill"ation m be dtffdrant,the rollowiir is a ice to . er lrtalled as requited by heal cede. 11,0 GontraCtx shall ver Ry with Use local governing body ore fA a r-p g B. Tins G? of Ra:who Gucanon a sins ill have Vis rola res 5onalbill n peat or re cin a a Lbrrtlttal DrawVigs. A. iaclJuatm,ent of the-ystam: euknittal Format: � g F ti! P�j .�' g y '" matarlal t�doe and inetaliatton pxecadurce prior to stark of camtruction. Slamik shop drawing for BI Butidig News "am as an ars,roved equal to Vie egt,i errant,and materials listed r,r•,the Drawings(,W i Si;Wpic•at!ont. cyproval, 2. Corrections shall be mads at Va opproximate locatforN shorn am the Drawings. Tie Contractor I. Tina C<intractar shalt plush and adjust all sprinkler heads for optimum Wormanco and to pvovent 501&Cs'oriand Avenue re is aritble for minor Charges,G4tised actual site Condltios. ararspray onto waifs,roadways,and buildings as much as possible. Lce Angeles,GA 90;x54 itrm No. Description Mw,UFacturar Mvcal iia. aP �J 1.06 c'UARANTEE t. aock Valves, (810)202-7M G. Electrical ( 2. If it s cietermirod that cdjwstrronss In Ua Irrigation edpuipmhent will provide proper and more I Back/iow Provender retxo 825-Y-A. A. Ilia guard ntto for Va irrigation i.ptom shall to rnxis in accardancn with Ve attached form, This Cerioral Supply, odegNte covwo e,Use Gontraotor shal(rmol;j such odjustmants prior to planting. Adjoakr:orits 1.02 9cops 2 Autumatik Controllor G4isan5a ETI-24-GR Conditions and:wpp!,ms nary Cdrd"lons of V,e$e k,acifieatlao shall be flied with Ve City prior to :wing Check valves 2"and.ma!ler shall be 200 pound WDb,bronze c"hictlon with I, eisctrlcal Connections for cry and all autornatk control as shall be made of electrical pont(*)of may also intoe changes in nozzle sizes Ord dogrcas of arc as requkod. Furnish and Install all cairoLis Ho,k co'nplets as Indicated an the drawings or cis"Iliad,Including,but not 3 Monter Valve 5uperlur 5100 RGV occeptonce of t!o Irrigation totam. ra+p!arooble coinppbftion,n,-,,i,rsro,or rut>bsr oiler and shall moot or exceed Federal 5peclfloat?on connection as Indicated on Use 0rawhge. 3. l.oKering raised sprinkler heads by Vie Contractor shall tae aoowylbhiad withn ton(t0)days after limited to Vis following, 4 Etc. E`c. Etc. PGW-510,cuss A, 'e "!. r"fpcanom do Gf . A. Furnish and sot all roldorc stool,bolts,and catchers. E A copy OF l.:m rdar•. .,ee form&!tor.,les incfuC+sd In Va p:,eratixhe a:,d mantanan:e m:>:wai. � 2. Connections stinal)bo m4.a at Una ap�rroximate fiaCaElon(e)shown on Ve DrawaIngs. 'Ui#C,antractor � � � Irrigation submittal must be Ric and le'i. All itoas,.,xt listed and should ins :es is re alible for rnnor Changes cause actual site conditions. 4. All spxutkler heads shall be sot pore asnd?rulor to firtlehed grades urless otherwise desiparleed on Use B. Install all Items re uirad other trades Hhich are to be eeiet into crncrete. ga �C � dJ' mR � bJ q dJ --olvont,primor,Ki,o,c,m ecto ts,valva,boxers,oto, No copies of•iordfacturer's litoratur. G. The guwan;ao?urm shall be ro-t jyed onto itis Contractor's letterh-,-ad and slnall Contain 114 following 2 Anti-Jran vale&shall be nit i cavy duty virgin PVC,construction with P.iP,thread inlet and orawimp 3A3 INSTALLATION G. Concrete mow air fcwtn for wail.,;enCInposts,barwl:t&,etc„Aare Ile elle. i (Catalog cuts)ars regylred as aukamittpl nForration. Information. c•flet. (nte•'mai pcart.i t'-all be atainkas tical and rieaprer;a. Anti-drain valva snail Le Field 5. Rain Bird Ei°E-GP-PR9 vatvo&w111 L»set For monufactur®r•s apeCRkation w that each faterai y''s, ge g'�° � aijustsble agui st d adoiut From 5 to 40 feet of head. Anti-drain valve shall be similar to Use A. Trenehng, operates at design pressure, 1.08 Pr•otaetion 3. Equipment or n:atarials Installed c-fumishod without prior apprt'vo1 r Vo City of Rar:fit XARW-L=f POR AR,: TON�.Y9TEM Vaican"ADV"or approved ec;ori. I. DI trenches etrai and support cvntinrautt on bottom of trench, m to an coon All rn?ah:ed controls Ivrrk shall Lb Lwrlcautod to odsstrian kraPtk for Vies(3)da Baricade final)les Iacod Cucamonga may be rojectad and the Contractor rnoy be required to riumovo ouch matario� Pro- 9 � q'p Pim 9 �J PIP B. Testing of irrigattan V. tam, P � P Va&tie at his own expavee. Kit her; ranke Val;Via lift urn a tom urs i.avo furnished and Installed is Frog from defects n materials and J. Ct^untrol Wiring, grace. Trenching extavatfon shall follow lay,4 Indicated on Ve DraHinge and,A&noted. tint ll be after afore nVsish!ng. Contractor car than fwn!bh,place and nitros all of his owe worbark shall be Contractor �� . � I. Tie Contractor shall request U,e px^esence of Ve Gfty of Rancho CLaahwnga In writing at]east 48 shall be responslbto per any damage to rnsw crwnekrircGlan and replaaC•,emont or repair of the work shall leo made P kmanship,sad the work has bcon oon pietod n vixord",,with the Drawal.)poc lncjs anRkat1Aa,ortl4tory star 1. Err.ept as noted otl-wtss,conoctloisr bettoaaEk en std Vet electric control Z. Provide for a minimum of two -Pour(24)Intros cover for all Irrl how* of tcet . wfilis Gadded cost to Va City, 4 Approval of any I'em,alternative or substitute Indicates only that ire p^oauat"er prOU": a ear,unusual chase,a, m.shat excepted. No c+groe to repair or ropioas any cbfoci;In raatorlal or r:a'kniasio nip � gatlon line*ietalied under aws in a � parent moot the re irornonts OF Va Drawn and edfl6at ;.s on Ve b:+sie of she valves*hall be mae! Hith diract brloi Copper wire A1,C-U.F.!-W volt. Control wiring w,stal!ed paving ur ha•dscaping. 1.04 Glean-u PF l! 9s `F win 4 rAosy develop d,ring t period oP r. a par Prom date of acceptance and oleo 14 repair ar replxss any dunnage 2. Tabt all e1sw'e IInG'un par hydrostatic asci a of 190 uncle a o Irwin and ` ors P Worniatior or sar Its sulrnitted, In aspire)wi e c andxlt within ekuctu a shall Ira ma a:atth AWS-TYV&olid en wire. Pilot `far p ra .'ting from tfa rapaMing or repiacIng of such d,-Fr::'is at ro addltiaial Coats to Va Uty. Wdi shalt male&uah PCS' 3, Provide for a reinlrum of tiaanty-tar(24)Imhiae corer for all Fret-^�e eupaply{Viso of throe(3) HRLOrtio' I)puh corrp!atlon of all concrete work cvnd tofare Peal acceptance,Ups Contractor shall remove all tools,surplus er vs ar replan+snts WVIr. , &N eq,oble timo,ore cL-e&mirsed bg U,e Cft,actor recclpt of wrltter notice. ?n Ue 41,.,.*shall to a different color we a for each automatic controller, c unmori wires shall las Ws hches or Inger in diameter. mator?alt,apparatus,debris,etc.from"sits and Ve site shall be left in a clean,meat condition acceptable to 0a 5 M avPacGr ar s weOrrmtias*hall Holt relieve Vo Contractor of his fiabllitu under#a gUar:in va eve , our failure to mate such repok or rop!x&nients rvlVin a rens noble tlae after rac,olpt of writtort notko with a dFla°opt color stripe for eoch automatic Gant otimr. Install In aeaordahce with valve Nate: Teeing 71 pl'efihewe main tine&shall 9aGu prior t0 imtaliatlon OF Use cieGtrk control City. Such Kwranties&!all only bupplomont V'a guarantee, Fra '•e GRN,He outnrrizs Use Gky to proceed to have said rapahro or r'e xmNente made at our oxl:enta std we riavFac4isr's sipeciFkatlore and Hire chit. In no Cate shall wire size be ices than#14. 4• Provide for a mn(mum of atghEe#n(18)tncham savor Por all pressure supply lin"OF two and ore valuer. Hill: t'a Carts and charges a w'efore u,lor dsmdnd. half(2 1/2')nchcs or smaller. 3. All in urder aged areas*hall les tested vndmr hydrostatic assure of 150 ands t ,ore B. KEGOFD DR1uVItPG3, W � piping P �` W' Po f.'ef-qL 2, Wig *hall ocu the^rare trawh and skill,A Inetalied a Vo same route as ressur#supply inch and oven w.atert? lar to paving.� � � P uFPy 5. Provide for a mfrimum of twelve(12)tnCloa For all non-px'eaau�s Iles, � �� P �' _ I Tto Contractor sholl provide and kaispa vp-to-date a eoreple'e is ord e. ,of bluelt a ou'Id pr In'�s _�'0Zi4GT 016511 1.AwXiff MAWLNAlICE D15TRiCT W I -- or lateral linos wherever poboble. 4. 5uetan ,esewe In IVC6 For not lase Dian six(b)boors. If)eels doves r la o Ins end ro- which shall be carract-,•d dolt show ev aha. a kan the orI fns'Dr ori ad b. Provide for a minims,m cover of ofglUon(!8)trach®&Far all control wiring. ix op, eP Jo Moat tl ng sn1 a9 g n7° 5EG or HELLMAN AVENUE and t•iii STRMT,Rancho Cucamonga 3. k'erre mars than ore(I)wire is laced in a trench,Ott wiring shall be d to User•at Intervals test until antre ayrtem b proven walertIld. 5peclfkatia»and Use exact installed Ixatksns,sizes,and kinds of equ�:!,it. Prints k, ,,ib --- - P g ge 1. Rotor to Gly Standard 120"Trench Rapalr"win wlth,i City streets sue.apilole to traffic loads. purpose may to obtatied from the Glty of Rancho Gucwwso 3a at cast. Th sat'of draw'I.V16 s'sal' OF flrlCon(15)feet. 5. All pydrvstatie tsgts shall let made only 1n V s px'aserws of Uo Gwxmral Contractor and!to CIN oP re kept cn the ala and*hall 4e used only as a record sat. ---- ---- -- B. Lzackfl!ling: Rate Caamorisr. No pipe sholl be irackfllled until k has been ohsmrvad,Wted,and approved 4. An wrarislon art a4all be provided within Uvea(3)Poet of each Hire correction. r.+goalolon Irl In writlhg. AG+t�PES`�Da I. Tho faendiae shall not be txackFllled until all required taste era perPornod. Trorichms shall to 2. The Contractor shall make neat and lealble notations s n Vie record trusuag progrces stoves cialiy -- - shall les of suffktant length at each spite wrismctlion at each a!ectric control valve,so that in case 4oroFully backfilled with the excavated materials approved for bx1iliing,cosbting of earth, b. Furnish rvem6beary force pump ail all oll or Lost equipment. as the work proceeds,Showing this Kori,as actually Istalled. For&!,.ample,should a plc,,of OF repair,Vo valve Lwrrat mey be Lrought to Vie surface without dl&Conroctng Vo control wire&. loam,sant)clay,bard,or ca er approved materials,hes from large clod*of earth or stares. equlpnant he(notified In a location tat dee&not match tie pian,Use Gantrartor m yt Inrlkrte that PH0' �-_---..-_.:_--DA*E OF ACGi TAhK,E: Control Hiroo"II les laid lowly In Varch without sk its or sketching Hire conductors. OxVdlll shall be mochaicoN compacted In landee,+&d areae to a dry.,. " - ual t4 adjacent 1. Wfsn the Irrigation system tm cOrnpitied,perform a coverage teat n Vo presence op the GIEy of esqulpm,ant leas been relocated h a gcaphk manner so as t4 ftitch Vie or!glnai tyrribeis a 'd.ale,d undisturbed soil to planting areas. SoIckftll will Ccanli"to adjacent grades without do,&union Kxn:ha axarohgo to oletarmto lf Vie water covarags for planting areas is uxnplete and In Use „Irrigation It e relocated e s int and dK.insloi»will Uran fie Va ararrer wen PART.i-PROL�',XTS or ass,humps or oU'sar surfok®Wegularitios. � . Th �� 3.. All splices shall be made with 5cctch-Lok&55,16 Correctorxalhg Packs,Rainbird Snap-Tile or Furestsh 411 rmatorlas and Feriae all H,x°Ik roquied to con•oct any Inadequacies of l original record draKhg plan at Ve proper time. u* covers dos to devfattan From V'e Draw+tn• or whore Vns tam her teen w111tu! Installed ca 2.01 i-IAT' ;vire casroctorro„or Waved equal. Mol,a only one splice with each corrector seeing pack. 2, A Pine grawior &Mortal backfill will be inIlrolly placed am all Itnios. No fi rcign matter IxSmr than � gs' � willfully ` 3. Ware Vo&''a of#a final observation,Vie Cnmtextior shall transfer all infomoEWn Fn rine ora-half(1/2)tach in size will be permitted In Va Initial bxkflll. indicated on Ute Drawiigs whop it is obviously Inadequate,without bringing Ups to Ve ottontom "record drawing"pat into to a sopkt mylar or similar mylr material. Arra:ge,men!:o shall W , f` Eanerah u e only now materiots of)rands aril types noted on drarinaa, specified tsoron,or app cued b.. Fled spNcea betKaen#a automatic controtier and electric wntrol valvos wilt not be allowed of Ve City OF Rancho Cucamonga. Thta Lest shall be acaomplWod Wore any cp-and Bova is I Uro Vo c for obtains said fa lar or sim!!a her rsdmrial. All work shalt k n Pi�%._0c hums• without prix approval of Line C44 OF Rancho .Gamcigo S. Flooding of konohes Hill be pe,mitted only with approval of Ue ON of Rancho Cucamonga. t9h ltN n9 "Pia trn1 inti planted. waterproof India Ink and applied to Vie rrylar by a toc inlcai pan mode orircetly for L4 o1kr B. P'VC R Cosi a Mat,'I,o ripe and Fitt;10, Vie Cdniroi matl 4. If settlement occu s and autaaequ0int adjustments,In pips,vaivcs,eprLikler toads,?awn,p I material. Such an shall ire bimlla°to tho:,e ma 0or,,tu ed R. av h, Kuallel 4 aur, x LOCATION, K. AwA rmaule. lrr, p lgr P other construction are necessary,#e Contractor shall make all racpIred alptmants without cost 8. wrpletfon of each phCuse aF wa k enU s opt&m sial)Loa tested and adjusted to mast alto Faber Garstall. Its dharalons shall be made to to Lo"Ito raxlab!e&von rx Ve final ;s,o!or i. I Rees a man Ire ploing nor sizes 2"and larger sholi be PVG Claae 515. chert(sea 5eetton C). Ile ori rl la•"record drawn " Ian,shall be submitted to the ':.of L54NFF.G', � pipe �w Aut4mptk conkollar(s)*hall les of$Ile cul typyo efhcwn On#»Drawhigs. to the Glty. reglukerrmnLt, Rancho Cucarwnga for >Nrouaall prior to the Completion nt Vie contrillar chart. 2 toak9TM resin spec?If1 atWn P1164.a AI S�et rcEa�tersquh stents as etrforlVn in raa�s� G. TronChIng and L',aCkPlll Under Paving, w:,., arai ' 21. Final location of iarRrmatic umtroller(s)shalt les Oved the GI of Rancho Cocain 4. ilio Contractor sliall dnsonakin Prom two(2)Fwtim sant points of rare ones,such Cs Lv lld'r, :v,ec,llation P.5.22-T0,NO on appropriate standerd dirt er&Iern(5S'+.R)(Sclvieint•),ald%o), � � � 1. Trenchas located under wens w1wis paving,asphalts concrete,or concrete will be Iret corrais,s!dcwulk&ages,road Intdu sectio»,etc„the location of Vie i.::IOKng`"an»: t be bxkfllled Hith sand(a layer pour(4)hones below a,e pipe Ord six (b)Inclose above Va pips) ___ _ 3 M!Cco athaxite noted on fins Drawings,t e I.?0 roll electrical power to ac In autornatfc CahLroflar and compacted In UP-$to 45%compaction,using mutual Or mochonical tarephg devices. a. CarefttlOn to existing water tins$. 3. R'sss:»mavn ilo piping For riles I-I.a2"a1d bmalier sh4ll Lw WG 5chmaYlc 44 w?tin solvent xenon b to to Fu^r,istsed by oVors. The final electrical hook-vp shall be Vie responslbilIN OF ane Trendiest for piping shall be corrspacted to equal the earpoction of the existing adjx4ttt b. Coaroc,tion to existing electric,)[power. wok'*d joints. r,,o„G;wtor• undletuebed soil and shall be left In a firm w'yleldiig Condition. All tranche»shall L4 Wt flush c. Oats valves. Kith Vto adjoining grade, Tho Contractor*halt tot in plats,cap and prcesure test all piping under d. Routing of tpr;nkla pressure{!nes(dinotslan sox,100'along rov'4. 4. Sawed:'&40 p1pa shall be me from FISP approv^Q Typo 1,Or'ade I PVC carpound cordarxnthg L. Ellectric Contra:Valves, paving prior to the paving Hark. e. 4eirkler Writrol valve$, f^ASTM resin speCif?cation 01710, All pip•&recast neat requirements as.set part,in Federal s. All etoctNe control valves shall br+Vie tame size and type shorn on Ve Drawings. 2. uenorally,piping under cxleting walks is done fay jacking,boring,or hyJraik diving,but where f. Routing of control wiring and louatia',s of all splice tur)les. . . C+pec::Ication FO-Z-10. any wU,ing or breaking of aidowalks a•ad/ar concrete s rocebeary,It*hall be done and r&pi=&CI by g. Aulck coupling valves. 2.. All electric control valves&hall have a manual flow 4djmtmaht. Vie Contractor as a part of ilo Contract exit. rarm,ibsion to cut or break sidewalks and/or concrete h. Stub-outs for futurs conroctions. S. PVC boivant-Haid fittings*hall to 3alodu!e 40,ll-1 W ap•,ar^vad canfiNmfng to A51M test shalt be obtolr d from Vine ",of RGncho Gucamongo. No h�drauc driving Kill be per'rriltted I. Wer related mVionraant cis directed by the 0IN of Raulio,,otattmsx, a. _, under Concrete paving. 5. GM or Wore Ve date of Ve final field ol'9mrvaVon,Ve Contactor shalt deliver Vic car v,:,,ea 4.4 proved+re U24(-b. 3. rrpvtdm and install ore control vol\v box Par each e!e,;:Wc,control valve. cornploLod wpas to V e Glty of Rancho Gt+comonga: pel!var'y of th,d`sepias will not r e!. o rfs M. G<inkol Vahm Lsrxee: S. I^,arer to Gity 9ta-dard 120'trench 1&pair"when KtVin Gly sb°cors susceptible to traffic bads 6. :.orvent crmient and rriior for PVC,tolvert•waeid pipe*1 fittings shall ba of twva aid inttailatfan Contractor'of the reapantiallIN of furnlshing required inFormation Vat may be Cmitteal Prow :,a D. m,omb!lesi prints. nstod ,esuied Ge mia'ufdcUrer. I. Use IO"x 10-3/4"round leer For all gator vaMCs. C,ason Induakl&s#910•125 with gYC°^bolt- I: Baiting of sprinkler iTl tion Iles as indicated at the Drawingr b rnrn dlagraatic. Install Itres down cover or approved equal. Factansfon ela&ve shall be WC with n,Inimum$Ile of six(b) (and various assorrbllos)in such a moaner as to Conform with Vo idotafs in Va Drawings. G. Gontrollar Charts, 1. All Pv'G pipe must bex V,e Poplar ong mcrt:Vgr hchs&. 2. Install NO multiple aasambilo&In Fissile liras.Provide each asaembkj witfi Its own ouElek. 1. A*buills dpwirvgs shall Lo approved by Use G!ty Of Raro:ho Guaanso a l eFiryro controller f,rtr 2•, Uro 9-1/2'x Ib"x it'rectangular box for all electric control valvos. Carton Industries#1419- are praparod, x a. Marufactu en's name gr 3. Install all aasorrblio&epeclPled herslr,in accord4nce with roapxklvs detail. In absent#of detail I:ZB with can bolt-damn vrvar or roved e• al. :.- vrn b Nnal pipes silo drawIngs or SpociiaElo»pertanng to epeclfic Items raquNed to campiste work porForm such � "A, e. a:heduls or class 3. Use b'dixotar x 8-3/4"c sap reurd plastic valve box For all quick eo ping valvos. CaraOrn Hark n acardaias with bast startdard practice,Alm prior approval of Clty of Rancho Cucamonga. - - - =-- 4 1 2. 'rovlde ata controller chart Fx tach controlix sequerre. InCk�aklme#6P8-IZ Kith en flax-lock cover or prod equal. d. P.assure rating In P.S.I. 9r,:,on4. PVC pipe and fitthgo shall ire Vwrougnly Cleared of dirt,dust,and maistsme Wore Irelallation. - P. tato chart shall*haK#a area cxitrollsed by Ve automatic wntroil,rr and shall Lo V,a no i e W_,F(Nath hal 5an!tdtlan Fcuhdatiord..pproval 4. V,-a 9-1/2"x Ib"x 11' '#-aa t.ylx lex For all c!ecF4k wntrol valves Installed KiVIn on-grade histalkation and solvent Holding methods shall be as recormonded by Ve plea and fitting --- ' size which Vin controller door will allow. f. Date op e*41c:I lricbeoped areas. (arras Induetrlcs#1419-t2B with green bolt-clown cover or approved equal. roxrupoctwmr, DESCRIPTION OF REVISION DATE CITY 4. 11to Chart is to be a reduced d^a%ng of Use actvai installed syr am. 'c gVor,In Vo e)►; .ha 5.. tore 10'x 10-I/4'round box for all ilei coupling Yatvas petalled within ar$trvctrm)spelt. 5. Ai PVG to trots)Corrections,Ve Contractor shall wxk U,e instep eonnaGtlx»Plret. Teflon APFRUVED B. Ail fftt s shall bear Vie mavfactot or's nCame or trodomrk,material clews, Lion n1ze,a° Ils,able q ouP - "_.. " controlior tegirdm:.e b not legible when Vo draKing M reduced,R shall Fe onlrged to a.00 th,rt ^g P meas. Carv,on Indtstrio*No.110-12B with gram bolt-down corer or approved equal, or approved� equal,shall Le used on all th ook,ed PVC to PVC,and on all treaded NC,to metal Hill be readable Ve don rocfxed. � °a I.P.S.eclie:ire and N:iF acaf of ap:"provat. j'r � dJ !.J �✓/'11 V,�./ �� t .P,r joints. Light wrench ior•esaurs is all Vat is required. )+there U-goaded PPVC,Gfmriectfa»areOF S. *pie chxt shall be a block lie or bluallro ozolid pint and a d4.and11 # N. 5prnkior heads, required, use threaded PVC adepta•s into which Use pipe may be solvent voided. wz1vate aea of Coverage For aaeh station. " • IRRIGATION SPECIFICATIONS PVC Non-Ross++&l.ai.a•al Lna Pipng. i I 1. All sprinkler hoods r:iali be of Vo sena ails,type,and deliver the,some rata of precipitation with 6. Han Werleted cud approved,Vo dicrt shall 1:0 lorrietkally aralr:.d beth-wpb two Fisc of i. Na pre' ro burled la!eral Ilro piping shall be PVC relied(e 40 Ktth bafverl ,sold Joints&den she dkrrota(or radios)of thio v,pressure,&net ditches as shown on U,e Draw( and/or, pi tic,each place Long a mnimum 20 mss. 'r bataliod n piwtn3 areas. • s"pecifled In Veso special provisions. h. These chirbs theill be Cor leled and Waved for to the that field d.'•#rvaUon Of tin "1rr1 atton 2. Nor,-p,es*ue lateral line piping Installed under paved a ccs r',all be PVC 5ahedule 40 Meth r nP aFP' F" 6 2. Spray he ids shall have a*Crew adjbtnneiit 1 system. solvent KriddJjpInp,. 3. Rlber units shalt be fabricated in accordar4o with Va the d details shown an rowtnae, PN�}S�._`! a s 63'a 1 :1 5. fr..aNp*ea q d,PU,kM.yF'4*�rerti,#il 4'aasr�r**%re=pylamr.4-WAso It,ilvty s#S'iM S. !.II sp inklor haads of#a t,w,o type shall N Vu two rnanufaetwer, �, + lul&,Tt4ticeplpm!4ttdit'ILI,)oh,iA%oS "tAobraadUr&O',,stp4;;&�.d�srMiirr°isifm*N.All*;citlon Pr 4. Riser nipples for all sprinkler hoods shall be Va&aro size as the rifer oponng in ire sprinkler C11;) K ,/ finny,2catz.�kakmt ,'�F:."+,L,w, ,&Lo a LAtFio. bc,dy, t� \C Ct ,A It �;, - - `� 9 r a, � �:,% I- � 7. n APPROVED BY �� DATE iC CL LA 3$80 �` CITY ENGiNEI±R - Wtt __. . ', tit®tt R.C.E. N�. 24953 11 No, - - * Exp. 3/31/06. '�„,' / C71+:7EGN� y'`� � REC Nl�E1� p p.J,U. Ci fGiJ�'WOOG�CO?`�JO1'IlL�Z01Z �J �� DRAWN �- 510 W.Citrus Edge Street,Glendora,CA 91740 SHEET, OF. C�L� e:626A' -1943Fax:(626)335-9320 P.J.0. _ L-11OF 12 CHECKED I3Y: R.L.A. 38$0 DRAWING NO.- &trick , , az _ _ _. __ _K.P.K. - - DA 'E : SEPT.20,2B0s FILE NO. X -�Q9�_, PROJECT SHEET OF . PLANTiNO�#'EG(FZATIONS rARr I -OrENETIAL PART 5-501L PREPARATION AND FIN15H ORADiW 5.05 Goordinationt 5.01 xops of Kirk, A. Do not have plants dolfvoxod to the job site until site car'x#itiorto arra read<j for planting. It plat Is L01 acrrpo of t^lxxk, deloyad,key.elements.plant roots moist and place in a sholWod location protected fr6m the sun,wind and other ,S �Voctor shalt provide all materials,ic:bor tired ogolprin:snt K16. rtlal to and nocestary for completing all work,os A. Provide all matortals and equlixa t,card por form all woxxic nocessary For and incidental to the soil dam a9 et ;:td;cated o;, the arawirtgs,as roasonrably impllad,or as dolfvt ;too to 1:1:s`pOc}Fiacttlx•s as folioks, preparation and finish grading of all planting and lawn er•aas as shown an plans,as reasonably itepliod,or B, 5oll proparatfon and fine Todhg shall be corrplotol and troos and&'rout inatallod prix to bodding plants as delineated in Ito ter,ecifIv.Akms. and ground cover planting. 1.02 at nddards: B. r-urnl3hing,placement and grading,OF topsoil for boWliling of platters If requirod. $.OS installation. Plant and over and n i 1 i I e badal ants n nto tt sat and ae�e ae indicated on tans. " r G. Glazing and Finish grading oP planters ares and planting arOas. � g p � p All vixk and re. arials shoil comp 4 with a jve,°rting cadroa,caro,j ear•dees,t.tandari;rs,and rogulo4fotts,and meet the Each plant shall be planted with its proportionate amm t of toll ars as to irtinittlLo root distixonca. Sail MOW@ minimum ria";�i~to o'aio 5uld rd SFv cattais For Pulok KUH3 coskwtion(Croon Book)Vrst edition. ':02 Terpitoll, shall fat tach that soli dons riot erumt7te glom removing pkints From containar, 1.05 C-'.wilts Assurav o: A. Existing on-alto toils listed c:i 'ac,coptcabte'undar voila&adhg'tp Ilio atkrn. ^ode pcantor areas off or planting,to rottore smooth finish grade and to insure pr r. slaw drat A 4'layor of muich nlatarial shall bo. cad over the dntire platter area attar grade is treWlshed, tutoring shall • in _ A All Gontr�tGtor s p�r Formtttg rate L'.s.ciaExrtr9nt wank exalt l: Ilc�r rid h cncc-a aeries with ilio taws of the B. Topsoil imported to site for use as fill,bac ill in planters and maundinS shall be sandy textured, SIlt plus immodfatoly after rnulchfrg.{F�ading shall a ofartodato the mulch 5tato of Cppkrnta. cloy orantont of this toll shall be no Beater thou 15%by weight. The boron content of this tall shall be no 5.01 Protection, Beater atom I part par million as noasur•ed on than saturation extract. The sodium absorption ratio(%A ) t F i Erect for er , I small not exceed 5.0 millinolti;as contfinet 23 G, in f � i o a'b.xrors to elect lanced areas Prawn don lar to find tanto. or at ardor to ottsure ken arrrxurrco os of the p�J ti. Gotlra:..tor shall ur•ovldo tr e Latedtc:pae Arcttlu�et ar•ul ilio UN with a Inst of-,krccxrtraetaa`t at;l fkatoriai t� , '"� �" P �" acceptance. 54ppliorz oxpe tad to be orrplQ eci Airing the w oo of col;atruct[on. imported Soil shall be suuLAItLead to an ogrortomic,soils tooting(doxatory,approved by the project PART b-KEL10 ABATLWNT Landscape Arthitoot for analysis prior to use. Result of testing to be dolivorod to GIN for cWoval. ;rail 6,01 scope of Kok: G. C•oftt,Ntor`;hcell cWim and in Farce i'do'l., LIdLAIN and Prw° t D ix�e insurance,da^Ii attire teat to include analysis and roommondations. y a Provide all material,equilwont,and Eabar rte as:•ary to per•Fa-m all work as Indicated on plan(,as roasanably court$OF ttto Gar strtrctton C.onttrxt. ','he c4m:1 tt of tnwt,,yo sttall be detormitod lay Gity. 305 Soil,4rrtona ootst implied,and us dolinoated in Cho"cincations. D. Prior to start of alto devolcr xo nt work Via Carhrcrctor'11011 motifs the Lan,.+xK ae her hltock crtd GIN to give All sail crrtonakwts shall be ao spoolFled In the Agronomic.xulttao►Itt ertillty tolls roport Wished by the 6.02 GuaI4 Astur s Gontr•actor r A. The Affliodor of all weed control materials shall be llcornsod K1 the 5tat'o of California as a Post Control alerting wrp,etiun datL-s Ce.'crac -ar : tvr shall also Lvtsl 9 the t.crx:xt:faa Arrhitoe t(arid Gity with the Oporatar and a Past Cottbrol Advisor in addition to any s.tic- Vrxtur liter,rte that oro rocIuked, .,s crud lei rte r.nbor of tie pot°son in(,hare^ OF lire work, 5.04 .rail tart, anon, 13, All materials and nnoVhocis must conform to fe;iwtal,State,anal Local Rotgltlatlatts. 1.04 Pts:r oralbl(ltfos and C<o dhatdon, All Mork on kr(gation aptom shall be aompioto wd kntpoeted for racornm:ondod Woval and,rho grading cottptelerd,prior`o r'otratillfng and prior to soil amendment r•aot•k. 6.05 5tubrnnittal, ' Formlts: The Lha kak t eh011 ol3aorforn card pay For all**-inks tune':n.pcutlins required by governing AN r rough ado have been os"I(shod, a all lawn and planting areas tilling or cross r ° to a depth of Prior to the installation OF any wood control materials the t cn:4s l Gontroctor shall suLMI:to tw,e Ladsc�o aut#writtcs fa tine Hark to be K+orPor�nrd. 'g Pry p n9 1 g 'p 9 p A^rhIWVGity a flet of Ow weed 4orrrtrol materials cA quantities pbr acre Handed for use in controlling the Head 12'. All rxk and debt is more than 2'in dianotor shall be romoved Fran thus site,except For areas that are to be %os prevatent and er� 1od an tfa site,os Ilei by the Pest control Ad,ritor. F'Gst Control Advisor shall Punish B. E.letix:Gor.diticxs: The Contractor at ill verify all com!tters aid dttrrw°rto+ts shown on the plans at tits sodded, In which all rock and drix,s more than I"in diameter shnali ire removed. tFa Londtcape Contractor and Lar°td. Arch ct uncf61t�data to domotttkdo the co patfollity OF the K&od 1 - Site prim it, cowancomant of lr,y work ureter this cantroe t. 'rho t.otttr°•act,x stolt vorify tin;.Ideation and 6,04 control materials and molhodo with the planting exndtrred vorl+tloa prewt, App!y,spread,cell rotcrtll in all soil a,nex>rrtont�as rocovtmtor [ed to a depth of b'. Bator area th:xar Iy attar 614"th of all t,dix gromd utilltres pr' L.start csf!earls ratatllifng is cotrpiele. ince poralo evenly into the tarp 4'to b'!to following For oath 1000 square desk of planting Ro rks(b IN and Gocrrdhat;on: area, A. Carols Gornlracter Is reeportalble For fro or"tion aP all signs end batrior's roquied Vo prevent Intt�ston G, r,rtprrtn Allitles: The G».ntract r shall c.prly For and pq all ret incurs Od For all teompurcq utilities into Chi treated areas and bo notify the p%blic. x- h as water,olectrical ores, arta :s►cs required 4m for Via coiaLril0on of Lha project. f ora 4 cuble yard of nitrolized Redwood or Fir shaving or equal. c>^c.:cod kyatfon. No material or P g q b'! fx .� • �' "! 8. No malarial a method shall affect Vino Icxnctsc�+o plrxtti or tr; rdorrrt 200 U.of Oro-Pawor or oved uoi, v1c�s shall be craordin�d with Vise City and other conVracta s un Vine Pb sites. �'� � 6.05 mottled shalt rcAder the job site txusa#ale for mare than 1 drys Ft�;am data of cprpl[cativn. The above o.oll conditionirtg are mitlma qualities only and should be used only for bidding purpose,bacatse soil u lUoris may change draaticaUy From:he time these spactfiurtions were aevoloped to Cho time the actual soil li4and htrsrbiclntr- i7,. urvag,f'sFe9ry nee faiths,Std t:levat}ons: The Gctntrrkc'vr is r pen forts for t ttaollehnpng all surveys, conditioning take place. ThoreFore,the Contractor shall olut An his own soils analysis at a rate of ono par ovary A. l tarndc oa�e Gorttrxtor U,°e tport0ble for the orection of all signs and barriers roqu�od to prevont ronin ton reforan"paints sand elevations req;:rad ry him,ani Shawn an pians For pr•opor cxocwtlon of site 25000 tquaro foot off planted woo. Those soil teat*shall fab conducted by an cWoved Agron,rmto soils tooting into the�rOated ar'oaas and to notify the putrl(c. wr,ah-uctrorn, Woratxy approved brj the project Lwdvoope Archftect and GiN, Copies of the toll toot to be providod during the B. No material or moVifods shall affect Vino lands'.cape plantingg or hy*o5oodr�r minatkrn. No maternal or Pro-co,taLtimtton job confor-ot•tce. mediad shall rorejar the jab site^jt,able For more titan IQ dop From do of application. E 'afFlc, 7s*Contractor is:c prnbib;o Fir all tarrpvrory t.-of no bolriera and&Loa°s rw,. ;,,ed bg him For Vie 6.05 may-Selective Horbictdes: comkoet[on of this project, All tenpot�•ury traPPia burr;&s ata del°:urs shalt c•otf"to all conditions 10 Finish Croding, Non-Del"LIvs contact horblclde and/or rvA-oviectve atplomtfc hori*Idc-s(&.a rocormtoncod by the Pest Control roquk ad by tits GIN or Vverning wffi ries. 6.06 Advisor) Attctivs twrbtctd�as, Mar rototillfnq oporatiora are ccrrtpiete,grade cross to este l3h Finloh cgo.&s for platting, All Plow Us shall be 1.05 C%ifeealve and lktauthurfzo^I Ka k: ntoldaitod rpor tolorances shall be meat after eottlontant at the oP the project mointonanee partod. Solecti,e pro•wtsr°gont hrsriticides coerpotitsio with aced rnixtures(as rocot,n•ondod by tis#root Control Advisor) A"work which is el:termirod i ot:tiun}o b'de;foctvo ki its cortatrt�ctlon or dofiefant in o of the rc ufrt matits 6.01 &ad&OdOtlon, �J � v q Flnlsh grading shall leave etx foto uP tEo grand uniformly smooth and tree of abrupt geode efnartede. if in ttte inion of the Fest Control Advisor, onnial malts crud wood exit in�,o lettin arenas will ro ire . o`lino plats Heid spoelPieatians,shall s rwmdlOd or rowttoved,eawul roplaaed lay thno Crmiraet.r at his Sen oxpon:�e &t op• tree yc�r t�ttg p g qts d ~Seer ocaoptoofe io thte Landt.cpa;'rchlt i xd C'"y. 5.06 Coordination: control prior to romoval,tproy these cross par Pest C*k-ol Advlt;or's rocortnmendAforts. A. Prior to the(nstaliation of Lie Irrigation tuptem retlwve aril clear all rroocis aid deleterious materials From 1,06 1.�npocvars: Beed abatement wo,•k shall be coordinated with the Installation of the irigation wplom rel filling and toll planting or", t anenclrinent work,aid platting. (5co 0416od AbaWant wotlW. Alf t IdIl I'- " Ti:o Cxtractar shall orr°ande For h.,pocNo„s y notifth3 tato Lanc,dx,,p4 MchetraA,GIN and gov:orning cvattorItles, ore hot bin de Ili all a all , Pidke rr/too off all load woods to a�r tin of 2 iraslaw the Surface eat T boa thio sari. fsicdily rive all weed►Frrtn Vine site. ne:e y In amts ardor. Only the r�prrct,on portOt,,hg ted. irttpoc�tbrts shall ars cs ietc�l Itaw,but��cot PART 4-'t�tffxa AND SIS 2�;hours prior to tirren uP ir.peetian,unless othutrw{�sur { to the project xx f's if work will gvNl 4,01 � of Nark: DrollN(P�� Provide all material, ,t,and labor nacosa to if-atoll all tr•oos and s�hru",ss as shown on lata,os road PART 1-LAi1C?SGAPE HtAiN1�PtAtir;E Drain l.itoe orad GcttoFn EkAsits., � � p y 10I Scapa Of Kock, Ir•r[ rciora(main lite °.-sauna,cover' d ; steam Brat}urns iostJ, Implied and as delineated In Cho speclficattots. I ` y tfioviGs all materials,labor and e I t nocorrsf�Xryy for,or incidental!a, ca rninq ail maintonar.o requirements C,01 PKaw-ei stun ::v Finish Carni ng, 4.02 Prcdlots as recntor&I9 fnplied or os dolinoal�this ap Illootions including,but niA limited to*tae following, Pia ' t p ovom,ottt, A. Nomanclature-Plont names indicated on the drawl s conform the "Okindord Plant Nara-"ootabitshed Mailtatn all plants and plantod aroa a, ..Matrwial*dolly t txomextt). y 3,�ertfantlal GOmp otion irnapeettan(at rrar:pfotion Of Io�aa�:pe �n� gl•1 Days, � � Ir plamed areas Free of woods and dOta^fo. Thai itopoctfan(aFtor ramie sucu,o portacU-1-,Sys, ilio Marlow Joint 0cfa, tW on Ho tfaultise. E"t for namtos wverod Vhoroin,tato a�..�olished custom Ile"'�=ion a d shrc�s, of the rurserry Is followOd. IfortA(zed all plants and planted crows. Tho rontractar shall artiness a Roc ardbr.�ction job aonfaromm with the Lx maple Architect wd GIN a minimum of S. Gexndition-Tants shall bo ei metrical tpical for variety and species,tound hoaltl,%vigorous,hoe From Irr '0 sevort(1)day. prior to Vie beginning worts. putt diseaso,li*act posts,or their eggs,and shat•have hoalttty,normal root sptoms,wolldll(kng their l tl"iI%spraying. containor,lacy not to tine point of being root band. Platte shall not be pruned at Mute,arra In no cease 1.02 Fartllltars, 101Cate:rcarnttsa: shall trcpos be tcprpod. A. Commercial fortflizer's with an analysts of 5-5-1-E,ro-Power Plus,and 12-6-6 firs-Power ControlledG. Trees and shrubs shall be growling at a racognlzOd Hunters In xcordance with goad hart=:ulture practices 51010M Nitrogen,cis dooignate hor°oln,or a,;�tovod skstftute as rogvirod Ery the Agronomic soils report. A, Plant Materials, All trees,strvus,grand covert t c'uIng plantar end lawn shall be gr..'rutteod From data of and shall be of the size end coitpor normally aseoclated with Vine container alta specified on plats. Removal Avallabie, From fro Pawor(�U W-51•44, Final ckcv,ta%,)of laeedsc pe;onetructkr.For parlo is as Fol;aws, of all tags,lkals,messes etakrs and ties from all plant material prohibited until tris approval a°the L.ancisure B, A,�tnan(um Sulfate: Oravlar form codaid�ngg not less itvrn 217,nitrogon and 24,76 Sulfur and shall be Architect or G hoe with itis%do D kat of iculture h compliance with Article 2- Trcos 24`fxax t larr� I seer h1• raglator•ed as On c+,�Icu(tural minor, Opp• Agr Trcet, IS gal,4 for I ar D. All plat mrtorial dolvorod to the site show sI s of a or cl"arrb or is insufficient In size to c "Peril{fzor hlatarials, :cation 1030 aP kFla Agricultural Crrdc. �� t� P h9 9 clrt� � 1.03 6ortex>;al, urJnas A silos 12A daps out the intent of the planting plan will not acaertt Cod and will lie roploced at Gontractw's axpot*o. md;atanartce shall start krarodolo OFtor land o irl�• lon Std lard frond Cover 120 days ly Ge"f oat planting. Else Iinq Platt 120 days E. $Ucs of Plants-5hall be as stated on the Plan. Container stock({-gallon,S-gallon,and 15-all:rrJ shall Maintain all plants and planted arses on a aontivaus beats as the are iftstallod&,kj the progress of the work,and Lawn(;Ow 120 days hmo boon yrown in contai-ors for at (oast onto(I)year,but not over two(2)seat. continue to maintain them until final accc tanto of total project. 'gloat any dead of dying plants as diectoel fay the Lawn(ac ccU 120 days Pr:>fn fi et mat4Ytg F. Substitutions -Ubatitutions for Indicatod Plast material will be ppermitted provided ties seWltute materials Landscape Artrlt[tect and City roprGsetttative. E�uarattoos be1in after tate project occopjtaancs toy city - td a:hate.and of the IC50-dog maintanartce panod, are Waved in advance the G'ty,and are made at no 6d owl u�sf to the GIN. Except for authorized A. lr-r ion: irri aGian ayatorn On cn ost��tt3ttod�+rog am t4 mainf✓,eh all plants arta platted areas in a cod od wilttin this lira spent stated Glove,at no va 1oVAts,all c rt stitu�to plant mattsrial:shall aornForm to tato roquiamwsttts Of lineae apoalriaatlotis. htaalthy anal ton. trrfg tan tytFvm nxnn-OPP shall I:ie ka t to a mInirrriumm. Damage to ir"" tttOn tom l�a►.dcce Contractor extoll replace Aunt all tr. tta'l0is r.,rch heave df f sus City, If rdead material to nct rosuit6tg Pram mohtononcm and Oc�uarrrtrnt artd/cr main ,Sento orsor,el,sinal be rratcxed torts original e oti a. w,tt,in 16 as s/ran recofvtng.nit on rtatice from tin. tate s.uta+/rah'act rr 6. Plants Not tWovad-Monts not approved are to tie removal from sftc irrnlodiatolyy end ropidc-ed with eoxndit►an at rno Sett to tt�Gtty. Failure of a�port of the k^riaation ssy�ttom stall bo brought to tints attention res r nerd and i^tartad weer Cho 5 dray poriad,City n.ay t°crplxo k 'ad m ist Cal with r:esw material and ahargo Vino suitable plants. The GIN ro:•orves tfb r1it to reject ontie lots of plants reprosonW bg detected samplos. oP the Gilt'. No r=vl oth,or ghat trtnorgortcy rcpais shall be ar ortpTi&c,Od wlVhaut Hatton perYnfszton L '.'tcAape Gorntractor ru�all cxpettaeae incurred. Frons tate "ty, H. Simko ail trcos,as par detall� (mmredfalafy after planting to prevent wind ckamoge. 0I. CurtaVmttx Mat&^cols: The controctor small 9parorrt4e all witlurr s,tp artd materials For ail elle D. Kaod C-Atrol, Koop all plod woos free of woad and doixis by cultivating woos at intervals not to I. Plant trema that are to Go located h lawn or aurid cover a Sas atter Pi,lsh ocico are fiat e;stctblishtod and dcvel;rpmant,Par a ptaNPd of txR,yea'from delle of F(r-a1 ucc'�aC,on°„e oP tur•ojxt. 9' • exceed VO cafortdar days. allow at least 1 calendar cos prior to install lon of sold lavins or gcwnd cover to provide For thoro4 Tho Codfutor may e{eet to romovs such wncontratlorts of steels mawally or by an approved horbtekdo LOS Haterial and LokKx Ralo .,es: watering of trans. All plorittig tor Otali be excavoled as dolhod on appropriate details. PCOTan. an welp,ot}on uP td,e wale the Combraetir shall prrewortt to the Olt,sky-iod copies OF all isobar and molerialo 405 soil Annaotrir,ertts: G. Frost Control, Cparay all plants arta ppCanted ar", at bNkmirrg of mainlionartce fagcm and as ml bocome r II fomes For al,w;ar°k hrrrf"mod under 51 Devskj nt. rteaof, thor os fter 7 an opprovbd mtBVhod aP pest cuttb ol,to hoop all plants and r•lanted areas free of i iia C�t sal Std Gto A-c ,doll arrtordr,onts shall b'as roconnnendod h tato Agratumia soils report insectt acid dwoss. Method stall be reviewed N�e GIN prior to arty crf)pilcat}ons. rest Control shall ?` 4.04 macs Stakes, includvOophtor conk-ol ve all w.aV materials(including excavw^tod m:atorirl cka€,sl"od c.s�rc eplalsle Doll matorifal),trash wd dotx[o 0. Prur,ilg: f'V�urne.all plaits CA c0s} ted and 4vocted bg Lai.i"o Mchltect,at start of maintenance peau d or encountered during Lha coons ad lan«'accpe oahatr -,tion,ood[og IN dispose of tit, Ux�the oour&0 meso stakes attain fx lodge polo parte into stakes.See tree shaking detail on p}a,o Far Fortier itfarmat}ern, pr an arta wnbknue to prur>m p cats as dictated or ees may laracanne not statarry until ft,e stria of Et,o the wont,rawve surplus mater•i0te From the sits and leave��f'Vnises In a root a'nd ofean"onjitlan. lest up errd main nares p`OTCAM. r 1tpv3 al[rmmaining d.*x;s and wplus stat trials t�pin coup,ctlon of r!xk,loavfng the prom(Doe neat and clean. FART 5-610"COVER AND F.ifijolrl6 f'L+N'F5 Ramovo trash wookly. Edge ground c-ovx to heap in Bounds and trim top&fOKLh as meats"xq to achlovo :404 shall tern rlexed*►port the rogqucst of tins Irtegoctor. 501 scope al'kbrk: aid overall even eprp w neo. Exterminate goA49 and males;repair dam Provide all materials and oquiprnottt and pvr•form all work rtaceexq For and incidental to ilataliing all+Tw4 cover PAR-6-ACOLKA A OF PROJECT PART 2-PGi1TON aid L-,e^add[ng plants,as shown on plaits,as roo,,or 09 implied,or delineated in the tpeciffcatfons' P,01 frerroral, 2.01 otec•tion, 5.02 [:adding Plaits: 09m wrrplot[on of installation,a ftKouva,period of i minimum of DO days for all lordxq�od or"is roquired prior to p y n g rorornlals and Annuais, r'rrivllde hoolthg container grown plaits from a raccagnizod notary,and of Vino stp.cioo cxtd final ocace�o of Cho work by Cho GIN, Then CarrnnancomOnt date for Cho molntoncnco pond&hall tout oxo upon written vcr[e shaoin on lam. approval or all cats of plant( inataliotion bg the GIN Public l^brks inspector. h4aldiDnanco parlod shall be adoquate to !' all tart motorial aoivcxed va site in a hwlLh aarulitlan for Ila _„— tlin . i'{e;trtts Shall not to allowed to out nngg i 4 rant tLxk shall be rse•pa Sled arta htc-eled [n in most earth cc cter x1tabio material until platting. @ul ed and � p vorify plant chs tortetics end 011e ab:'istnrnont. r q:f z!plants shall hav i root ball as+brad with molet taw:tast,voac'chips or olli-or suitable rttatorkd 5.0 until 3 Orand Covor: p . t A Two[rroctlans shall las made that affect stns period, The first after all ppainting have boom car7piatelyy ir,LoliOd in ardor to a}:�rove this l ,inr,itg of the est r(lsfrr:srnt tool,and tho ween cl at the -- - Oround Cover: Provide g-ound covor of Cho«poefts"fin on plans, Orand cover shall be ottoblisttod and hell and of tht6 ootdoll3hrrontt period. plait s ab not cexopWe at tate and of ties{SO day period,duo to 2.02 ins,al►ation: rooted in Plats or similar contokas. c'efectvo moidona�nce,Vhnon w4h a oetabtistvrot until all Hark meals with Vie Spoalflcations and can be 5.04 M%l h: approved, — iI L. ;fled fayrrt if plants within Cho plentN oroas€holo Ln par•€urmod try "attrxtor and opprovoo by Ids Lrxtdscpo B. At tot7ninatkrrt Of ettob[fsiment psriM all plant material ohall be live,hoaltN,to . ,and Free o A ,hltxt and O'IN pc for i•o platting, I�Mulch, shall be of wmpacted woad chip fiber. infeetatiJn, inferior plantings 1 11 be rop mod aid Lrov4t to a satisfactory condition before Final occoptaxe of work will be made. All areas shall be trod!y rokod and Free oP woods, 1 �t err avaW Ft•orn planting holes shall be artw,do4 to L-x'Jlll e.-cod kocs cxrid 5!1,4,r uahg Lite fillctving DESCRIPTION OF REVISION DATE CITY ,,,re; APPROVED 'lottvo,On-rata Soll with rock no gt color tin an 3"in 4xioter Iroroi vF Ptg, - -1 Ifs/y CITY OFRANCHO CU�,AMONCSA (To r.a used For bt iding pirpasers only,vorIN with Ayre vas;Jolie Task) PLANTING & CONSTRUCTION SPECIFICATIONS , r vackPlll[ng,cafstruct a 5"owl;! n berm t-Form tw'ztortng basin a va:d ooah plant,to ollow Vo-ough water-in criaAtabl!a"r,^xrt, -)"Vi to itatalk tion 0 txf cid ground coy dr,remove water b:asine Pratt errand trees and s1 thea. Domes in turf areas L Ls,�be ran io�,od parr to 1.3g xc-eptonco. , �r .t� a� \-pKDS JAPF ~� I yr c� .� ,. APPROVED 13Y - DATEa. t!v �- �� G LA 3$80 N CITY ENGINEER Williarn J. 0' Noll R.C.E. No. 24953 Na DESIGN REC FNDED Exp 3/31/06 CreStwood CoToration P.J.D. _ 510 W.Citrus Edge Street,Glendora,CA 91740 DRAWN N rte:626-914-19 3 Fax:(626)335-9320 SH EE OF P.J.D. _ L-12 OF 12 CHECKED EY— 3$$0 DRAWING NO. - h _ . K.P.K. IDA"/ SEPT�0,2005 FILE NO X j PROJECT SHEE' OF I , f II ''