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HomeMy WebLinkAbout892-L IRROMETER INSTALLATION NOTES : 1 . FRIOR TO INSTALLATION OF "IRROMETERS" THE CONTRACTOR SHALL CONTACT NOTES -LEGEND DAVE MELILLI AT THE IRROMETER COMDANY (714) 689-1701 FOR ASSISTANCE ' 1, THIS SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN SYMBOL MANUFACTURER MOVEL NUMBER TYPE PERF. PSI RADIUS DETAIL, IN INSTALLATION AND PRECISE LOCATION OF "IRROMETERS" . HIS SERVICES ON THE IRRIGATION DRAWINGS AT EACH POINT 07 CONNECTION. THE IRRIGATION CON- r • ----- --T-- - - -r -� ARE OFFERED FREE OF CHARGE P.ND HIS ASSISTANCE PRIOR TO INSTALLATION TRACTOR SHALL VERIFY WATER PRESSURE ON THE SITE PRIOR TO CONSTRUCTION. REPOR' a RAINBIRD MER 1804-12H LAWN 1 .30 30 12 H I OF "IRROMETERS" IS REQUIRED. IF DAVE MELILLI IS NOT CONTACTED BY ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE 11L RAINBIRD MPR 1804-12Q LAWN .65 30 12' H THE CONTRACTOR FOR ASSISTANCE AS NOTED, CONTRACTOR SHALL BEAR ALI: ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S COSTS AND PERFORM ALL ADDITIONAL WORK RELATING TO RELOCATION , a ?AINBIRD MPR 180b-B12H SHRUB 1 . 00 30 12' I REINSTALLATION, OR REPAIR OF "IRROMETERS" , AS DEEMED NECESSARY AUTHORIZED REPRESENTATIVE. b. RAINBIRD MPR 1806-B12T SHRUB .67 30 12' I _ BY DAVE MELILLI . 2. DEVELOPER WILL PROVIDE REQUIRED LINE VOLTAGE TO CONTROLLER LOCATIONS . IRRI- In. RAINBIRD MPR 1806-B12Q SHRUB .50 30 12' I PwrA14 UF If-i BIM FIC R. 2. CONTRACTOR SHALL PURCHASE ONE (1) IRROMETER SERVICE UNIT (#1001/ IRRIGATIONTRACTOR WIRE (BLACKLPIGATION �LOT,FINAL WHITEHOOKCOMMON) . IUSEALL EPDXY•CONNECTORSECT ANDBBURYL R. -UPm RAINBIRD MPR PA-8S-22H-SS SHRUB 1 . 61 30 20' J turf) IN ORDER TO PROPERLY PREPARE AND SERVICE THE IRROMETERS . WIRE WITH MAIN LINE, BUNDLED AND TAPED TOGETHER EVERY TEN FEET. FORM EXPAN- a RAINBIRD MPR 1806-22H-SS SHRUB 1 .61 30 ?0' K THIS SERVICE UNIT, ALONG WITH THE PRINTED INSTRUCTIONS , SHALL BE SION COILS AT EACH REMOTE CONTROL VALVE AND CHANGE OF DIRECTION. INSTALL / TURNED OVER TO THE OWNER' S AUTHORIZED REPRESENTATIVE DURING THE SCHEDULE 40 PVC SLEEVES UNDER ALL PAVING. kL RAINBIRD MPR 1806-22Q-SS SHRUB .81 30 20' K / 1 FINAL INSPECTION. AL RAINBIRD MPR PA-8S-16H-SLA SHRUB 1 .61 30 16' L / 1 3. ALL PIPING BETWEEN THE POINT OF CONNECTION AND BACKFLOW PREVENTER AND/OR 3 . A COPY OF THE IRROMETER OPERATING, SERVICE AND MAINTENANCE INSTRUC- VACUUM BREAKERS SHALL BE OF MATERIALS AND INSTALLATION METHODS REQUIRED BY b. RAINBIRD MPR PA-8S-16Q-SLA SHRUB .81 30 16' L 11 1 TIONS SHALL BE PLACED IN THE MASTER OPERATIONS MAINTENANCE MANUAL- THE LOCAL CODES . d TORO 300 308-10-01 SHRUB 1 .44 50 ' 18' M 11 1 4. CERTAIN TYPES OF IRRIGATION CONTROLLERS REQUIRE A SPECIAL "REVERSE- 4. ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED PRIOR TO PAYING, BY THE IRRI- U TORO 300 304-10-01 SHRUB . 72 50 18' M �1, IR1:(IPq.TI:R /. MAGNET GAUGE" AND SPECIAL WIRING INSTRUCTIONS . CONTRACTOR SHOULD GATION CONTRACTOR. USE PVC SCHEDULE 40 PIPE FOR ALL NON-PRESSURE LATERAL LINE ; d TORO 300 308-12-01 SHRUB 1 .44 50 18 LTAli, " / �a CONTACT THE IRROMETER COMPANY TO SECURE SPECIFIC INSTRUCTIONS PRIOR PIPING INSTALLED UNDER PAVED AREAS . INSTALL ALL SLEEVING FOR PRESSURE LINES ' K TO ORDERING AND INSTALLING. AND CONTROL WIRING, PLUS ALL NON-PRESSURE LATERAL LINE PIPING UNDER PAYING tj. TORO 300 304-12-01 SHRUB . 72 50 18' K PRIOR TO PAVING PER IRRIGATION PLAN. d TORO 300 308-10-02 SHRUB 1 .38 35 21' M N I BROWNLINE PIPE NOTES :I . FINAL LOCATION OF AUTOMATIC CONTROLLER(S) AND BACKFLOW PREVENTERS) SHALL BE 5 APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. l TORO 300 308-12-02 SHRUB 1 .38 35 21 i< / 1 1. IRRIGATION CONTRACTOR SHALL INSTALL UVR-PVC PRODUCTS INDICATED ON , • DETAIL DRAWINGS AS MANUFACTURED BY BROWNLI14E PIPE COMPANY, INC . ,1 S. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN 0 SUPERIOR #950 ELECTRIC CONTROL VALVE (SIZES NOTED) G I LAGUNA HI-,LS , CA. CLARIFICATION ONLY AND I3 TO BE INSTALLED WITHIN PLANTED AREAS WHEREVER ® RAINBIRD "EFA-CF" ELECTRIC CONTROL VALVE (SIZES NOTED) 2. IRRIGATION CONTRACTOR SHALL USE BROWNLINE BOND TITE PVC FAST SET POSSIBLE. 1vu CEMENT #UVR-705 ON ALL BROWNLINE PIPE SOLVENT-WELD CONNECTIONS . 0 RAINBIRD #33DLRC QUICK COUPLING VALVE - USE KAY #33DK E I IRRIGATION CONTRACTOR SHALL USE A SOLVENT PRIMER-CLEANER TO CLEAN ?• IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM H NIBCO T-113 LINE SIZE GATE VALVE r� THE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES, AND BUILDINGS AS MUCF 1 Em 1` AND PREPARE _HE SURFACES TO BE JOKED BEFORE APPLYING CEMENT. AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT C] FEBCO #805Y Gb ALC 4tCSC VALE BACKFLOW PREV. W/GATES (SIZES NOTED) C r 1 EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO 0 GRISWOLD #2280 PRESS . REDUCING AND/OR MAS'T'ER VALVE-SIZE, TYPE, & B II OBTAIN THE BEST OPERATING PRESSURE FOR EACH SYSTEM. I GwShIoLD t2260HAPI Pa=ESsURE SET PRESSURE AS NOTED "PUCINC3 VAVE SET Q 6SP r, -3, 1 . 8. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE 0 RAINBIRD AUTOMATIC CONTROLLER IN LE MEUR ENCLOSURE-MODEI;S ,NOTED A / 1 PIBGNAIZGL' FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT 1 " KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, OTHERWISE THE IRRIGATION CONTRACTOR 1 I%2' P00I31.,E 09<;W. VALVE TYPE MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS . PRESSURE MAIN LINE PIPE-FOR 11" & SMALLER USE PVC SCH. 40; FOR 2" 1 pACKpLoy4 FREV9NTOFs, 9. INSTALL COMPONENTS AS CALLED FOR IN SPECIFICATIONS AND DETAIL DRAWINGS. & LARGER USE PVC CJASS 315 (SIZES NOTED) f__ 1I NON-PRESSURE LATERAL LINE PIPE BURIED-USE PVC MINIMUM CLASS 200 I 14 (SEE PIPE SIZING CODE) 10. IT I3 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO PAMILIARIZE HIMSELF 1 WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, RETAINING WALLS, ETC. . HE NON-PREaSURE LATERAL LINE PIPE ON GRADE-USE UVR-PVC SCH. 40 BROWNLINE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS PIPE ON GRADE STAKED @ 10' ON CENTER (SIZES NOTED) 1 P NT of COHNECTION - CoNNwc o 111 WATER FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WELLS, UNDER MAIN LINE PIPE ENCLOSED `WITHIN A SCH. 40 PVC PIPE SLEEVE (SIZES NOTj) 1 A � o� T T ROADWAYS, PAYING, STRUCTURES, ETC. . -_----- EXeTRNa WA 61TIGATION. P('sE53URE I1� Pe, I 11• ---__-- 2" PVC SCH. 1b0 ELECTRICAL IRRIGATION CONTROL WIRE SLEEVE 1 / 1 MININuM opEtAj NG �tQESStJIQE : o .S, I . IN ADDITION 2b THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS THE IRRIGATION P CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES 1 1 PEAK I" aArl N PSMANQ: 36, 1•P , OF SUFFICIENT SIZE UNDER ALL PAVED AREAS . PIPE SIZING CODE (LATERALS ONLY) 1�Fa GIC - 8 8 STAjION AUj I IAT G GoNTROLLi� 12. CONTRACTOR MUST STOP ALL BACKDRAINAGE OF SPRINKLER HEADS WITH A "VALCON ADV" 1/219 „ c AP11 p10UNTEf� INA LE MEU�t jyPS �A V�NOAL CHECK VALVE INSTALLED IN THE RISER. INSTALL ONLY AS NEEDED AFTER FLUSHING TO 3/4 CONTROLLERSTATION �913TANT CONTfk0L4-ER EKCoSUp-IS - PREVENT BACKDRAINAGE. ADJUST TO MINIMUM PRESSURE LOSS . �_*_� l,•JVALVE SIZE rAI NT CO W TK9LLEK 6O X * EDI SOh4 PEDIS-AL. 1 . IN ADDITION TO THE POP-UP SPRINKLER HEADS SHOWN ON THE DRAWINGS THE IRRIGATION 1 1 4" FLOW I N G.P.M. 1 1 TO MATC)A WALL W/ 'Z- C0A'T5 OF MJT. 3 CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING POP-UP HEADS WHEREVER THEY �-0 _ 4 / 1 OCCUR ADJACENT TO WALKS OR CURBS . SHRUB RISERS ADJACENT TO WALKS OR CURBS 4 1 1/2" 1 WILL NOT BE ACCEPTED. 2" 1 / 1JOY NOT A PART t r-5IDIrs -rb e�r, OY `� e� UNCM C -Tt c�N' wcr PROJECT SI'1'B ' r '� c� 1 A LOT •A0 � m0pm - va �� ro \ H I 2S � 100 101 Y 1 � 1 / 1 �• ' 1 / I 4 Rpm S ; y. Q Z 3 Q ' / 1-+ � s � � �rr � a • � xyelf JAI SCALE: 1" s 40' - 0" f�� �6�r L 1.. ..�1����..� �.. .1 Z Rte: ova✓ - � Cpl. Lour-,o.T�s� A•i�Iz �rJt� c� cull 1��1'�� /� • �� �,r a(AI.ENCIA AVENUE ���� a►2�����r�s ,rY � � 32 1,c C� 3 PIPE 7�• IwV1rD SToMror-ST • v W►LVG 0"N/LOCK rAwwoti 4 TM1L! PLA- KEY MAP " % w1 TO dn•/" f�-�'16N EA�OL \ �°��cI s•t�r4-G nI G TO I Y. IVIrna v.i►1.�aA t om• GI�L�L 90' H" 4's• C.Lis JI/'D /R� PfiV I C*A1.Y. HIYr'Lffi t IK Tt:L-r tiG"Tt:Rm. Tt7 bTHt�WELLS 0a" fty"JA/IT GatiTMl- WIC`� ttz • c�tvla covtD� MyH Uli� �To Como"" 2 lem�v.0 F ELECTRIC CONTROL. VALVE mo stagy I ,b �►«�►"�"� DESCRIPTION of REVISION ATE APPROVE CITY of RANCH 0 CUCAMONGA-I �'I Prw IA.lYii TRACT NO. 12590-6 , _ ; . A"HPWP"` Inc.,., & TRACT NO . 12590 X•, , 3 00-LVO� n yPysrnr, CN•1 fViINE-a �NL -- = a • •• R.Ow."Wt" W y,Rya,t o,a/pl►L. � 4t t1{1�ttD t3'L N 11L `� I = � - Fitts" Ca1V GC c",r�r� ��P� E. y Rt 4r, VALENCIA AVE, IRRIGATION PLAN ► f�ialr�►111AiTc�w- _ � `�- a' 'A. r'4 CU.tT 0W.Plar. +rv% r►n+ur. LIC. No. 1425 PP V 90 BY DATE pavf Zaf or I.rW+! iMr w♦M �' c,�►r Hats Sul• 40 •rrn sl„sow►Y oarw+Wn4 wvMAM Ola raw"eT * OAT ,, OAT CITY ENGINEER f'-'J`' �RCENO � 234 t.f41M0 TT+ M✓tL/L IM +LW At Val 4ou�TwH M1'M TWO ` O��I�� fs='f1Pi�G7YV �.MJV--` f'rG Sif'Clft r1L! SAM OO t��fxL 4-v��}}�-Dire !104041" to LO ANI.4*6&Of C.00&0061E 0411N /w1Lt PLec� wrM L IG a. ` Tac o.)&N-��>00 orow► aW+-+r+ro CALF ►`� UZE COMM E N DE 0 L100 aviov „ ,�.,r 4 ,N;, ; ,, 1.;K „ �' Carlson •Woodward, Inc - P 5 . Y JA �"`0r tumLy"�'"vw#"" ��'W` " " I SOUTARS DRAWN Landscape Architecture SWEET 1Wff .r� F>:Og .. .& T � .,.. ► .,� IRRIGATION of '!d.. =ur'pLaf LI11r s t-lee►�s ►vana�+w�cA= uvvaM�s c�xnsrw, tla�rrrr�a•Irsw�' r �M►Lb �► m tla�iY w+.+re+wca t KTtwn. 1830 NORTH XM-1A AVENUE WRIGAMN PIM TRIEr" PROFILE to sl:" QU" CSR- GWNG JOINT wo swE N spit, ��� TEN5i0�''IEfER C CONSULTING KECKED FULLERION.CALIFORNIA 92631 DRAW IN G NO. Iq ` u9/wINVALE•IRVINECA9211t•(11N5S1-9310 TEL:(7t4)S2S 1137 TTY OF RANCHO CUCAMONGA STD, DWGS...- MEDIANS ONLY Vii✓��� ' �.�-�� I c.�+ K�- ` g5, �!U rl-` ��i'It. -3 24'EXPANSION LOOP 3. 19 operation and Maintenance Manuals: t 4 : �✓ t' IN LAWN AREA FINISH GRADE 2 IN:kIRUB AREA / A. Prepare and deliver to the Owner' s representativl within ten T_ days by 'calendar prior to completion of construction, all E 3 - requir,ed and necessary descriptive material in complete detailto _ + ,gy-� ILL..ir,�Lrt1 IV�:.,Ln VkLUk and sufficienj quantity, properly prepared in in ividual ( 32 \ Vita La 4,REAS O a bound copies of the operation and maintenance malua 1 . The �i ©� j _ FINi!A SAVE ;}•. Y G PEA GRAVEL WALL �H Cukti man.al shall describe the material installed and shall be '� . s,•� `V � r `� 4 41 in sufficient detail to permit the. operating personnel to understand, operate, and maintain all equi,xnent. Spare `�% I coMl,oN NIKE \ 4 3 'JVR-WC=ALL LATFftI FINISH ♦ parts lists grid related manufacturer information Ishall be �� `♦ uNERPINGA/.. t � included for each equipment item installed. Each complete, .a / ♦ � 2 N \ MAINLINE PIPING l�I _ bound manual shall include the following information: • / ♦ Piller WI . LATERAL LINE LIN£ PIPING • % OI ELECTRIC CONTROL VALVE (S). 1. Index sheet stating contractor's address and I/ z ' \ ♦ O kSLTANGULAR VALVE eox \WCMLOCIClP16COVE'� 0 telephone number, duration of guarantee period, v\� $ ` �& % . - - O CONTROL WIRE �� ..'Fl,3 UAY DEAD //�� list of equipment with names and addresses of ♦ \ ♦ O F,64" eD Sr I-Jw-TT (5) 61%1L : PP CH.00 NILE .0 �+` I'L10 local manufacturer representatives. ��/ \ % O PVC MALE ADAPTER(9) C3) /t.11-UI IN VALVE ONLY AS WIJ IFE,D O2 'NR-awC. ANTI-OR.'.III I.W.Y \ ` • / ` ` ' (, PVC S•S 90' PVC S ELL C.N.00 NIPPLi U WR"PVC R15_R 5TA91LIZEA-24'LGNG 2. Complete operating and maintenance instructions ♦ I � r 1� O � YR lJ IA1L8AL UNE FITTING Q •P`/C 5CH. BO •67'LONG N:.P.-� on a 1 1 major equipment. ♦� � � 7 \ � ♦ , 1 1 lO MAINLINE FITTING ♦ I • �J 11 Ptkx Al51kLEf ELL O I•PVC RPE :,TABIUaLR0? 10' UN►U.NTER I� OB PVC SCH. 60 PIPE(2) 8. In addition to the above maintenance manuals, provide the \ ` 4 (� Iv,_ dJ sikEET ELL © WR-FAA:. LATiIj.L UN_ rITTIAC, maintenance personnel with Instructions for major equipment 9 Z'• REOWOOO BLOCK(2) and showwritten evidence to the Owner' s Representative at ` y • � � `♦` I to PLA5TIC I.D. tAG W/149' HIGH RCV 5WULNC.E NUMEW-R the conclusion of the project that this service has been \ O (L rendered. � � 6 \ � ♦�` G ELECTRIC CONTROL VALVE N0 �� J `,iIHUt3 SPRAY HEAD ND � L SHRUB I;fL.D N0 ` • 10 / NSTALIED ON G,-WA CIN LAWN ARIA ' Z 3 FIN15H GRADE 1 \ \ `♦ v:ALI(OR CURS e RN15H GRADE r2 IN SHRUG AREA 1 / ``,� VOIEI _8T LAWN MEAL, 4" A ,I VL c>.= T-- \� \ • `�'1IN51ALLATIAT UN. TIME vi t... \ 2 G•ADJACENT TO WALE(OR CURB 3 \ `` �.. Ir IN OPEN AREAS I REA � 72 ,` I '`_.� /-FINI.kI �riAtJE 7 I REIE f�" FINISH GRADE . wAl!c uSi LUFk ( WALK OR CURB 491 ,♦` ��-,r"„�_'a;L ic.xtavgtk•/ i-t.ATE'tN. LINK PIPiNG - ,,,f.��,,• P i PEA GRAVEL 1�#,7isr'sK:��:isi�Ls A_ 1 0 4 Tt �-MAINLINE HYING MAINLINE , , v L -J PIPING 10 PRE55URE RELAXING VALVE • \-LA?EFiAL UNE PIPING 4 `1 VANE BO% •K/I.MKING COVER ) Q W POP-UP SWUS HEAL tO STREAM ROTOR SHRUB HEAP O PVC MALE ADAPTER (2) O INTI-O"N VALVE-ONl.7 A5 rSs'i01(4ED O HEAVY LAITY GALVANIZED STEEL • RJNCH-LOK FASTENER (2) IA/C .,,C.H. 80 PIPE(4) C: PUP-UP IAWV HEArD O PVC $al.eO NIPPLE W 30 •4 REeAR(DRIVE TO REFUSAL) PVC s•S 9O ELL(4) " ' POINT OF CONNECTION-CONI`ECT TO 2" WATER METER O 1'•4" �'EQMQCIO 9UXIC(i) 1 O PVC 9J 5T0 UO NIPPLE �' O MARIE]( 901 STREZI ELL(Z) O PVCLATCAL LINE FITTING FOR IRRIGATION . 3 � we SCH eo NIPPLE(z) • YXISTING WATFR PRESSURE : 1-30 P.S .I . O MAkLEu 90' S7KEET ELL © PVC KA 00 NIPPLE-i LONG l� ANTI-DRAIN VALVE MINI.tiIUIM OPERATING PRESSURE ! 90 P.S . I . PEAK IRRIGATIO14 DEMAND: 63 G .P.M. OS LATERAL LINE FITTING O LATERAL UNE FTFT1,4 O, PVC 90•STREET ELL(Z) G ANTI-L*"N VALVE-ONLY AS REQUIRE B PRESSURE REDUCING 11vo sc� O ADOW"m H POP-UP LAWN HEAD ND xALF K HI-POP-UP SHRUB HEAD w SCALE 51REAM ROTOR SHRUB HEAD ND SCALE o- PLACE s � E r � 1 I 4 A; .10,20,24 T . I ►7• = 0 ;(11 ��,1� 1/I,ti /4' �6 MINIM(Jf'�C pf(ANCE - _- I. REOU PE A NEC 1 10 16 C '21' MIN T �I PIrG JLu. ' � (V +•w rYPICAL AN BACKRONT 24 MAX I IMAM INCnLASL• 7;1 ORWE 1 I. UTILITY LANDING LUGS A FOR 480v :+osE es �FINISN - -- SERVICES! BADE ��IIJE �p ��tf� 2. METER SOCKET 100 AMP RATED 3 UTILITY TEST SECTION. i. SLI a d rb,-g,�-_p II•X k4: ..: ,r.�.� ', - `� . l.c' 1't �P �' 4. 15 A SERVICE DISCONNECT B cwr e,r.., oicc,r �� P O, Z �J Q cuI^ U�� 3 5. GF1 RECEPTACLE '• . . SHEE- �- 6. CONTROLLER MOUNTING AREA I , '� �R N > 7. LINE CONDUIT AREA �, LINE ' - -4- R 4 8. LOAD CONDUIT AREA � , �, P OJEt7�'i 9. LINE ACCESS COVER (REAR) 2 SHEET'' � Q fW0 NcoEL 006Y Vale(Z aeK W4e@ 9X1 ELL(•l Z+�,?/ I i 1 ! s LOAD 13 118 1• 24 M X �.-� OM 1T C3:r_RaT9 SUPPORs-t-tt.te O Overs MPPLE a NEI RD ISC-I ] STATION AUTOMATIC CONTROLLER I I 'STANDARD VOLTAGE 12OVJ lot2WWrl(Iull �c 11,11I �s�IaG Yu "TEM © PNC ADAPTER "A" IV0UNT1sD{IN A (')E✓Ye�S McL46 - ( - I"1 GV1I � j 1 e Aral A 03 i E/lr= ISL I� PAIL /�' TH I S C4 ENCLOSURE SIZE IRRIIATION CONTROL AREA 'O i ! ITEM CATAL01 M0. MESA MONEL 5CIMEM ! ! M N M 0 N C 910E C1� \/A1-�IVP, A55EMeLY No SCALE2" �,�, V41.I TYF9 I. 9EU6.1-'9464 16.0 11.0 41.0 13.5 9.75 13.0 w � ! 1. 9EU1.1-9064 20.0 11.0 460 17.5 9.75 13.0 � Ary M I BACKFLOW PR CW-CK ('PEe LEC*M L,- _ O 2 _ r1lC►NI 1s1� 'A� 3. NEU$-1-9464 24.0 11.0 41:0 1 21.5 9.75 13.0 I ( 2a 4. 9eU1'1-9603 16.0 11.0 s40 If co MI NUI 1► ll 1 AMI NUI(1 1;1(11 13.s 9.7s 1l.0 r:nflLIN11nM t FINISH GRADE • Irk %IMFN 11lAnnnl(�1 In `Y/ ry O S. NEVI-I-90es 20.0 Ie.O 54.0 17.5 9.75 19.0 i � �j6 1 ! IL" GRISWOT, ^ A� a D #?_280KI;I1P PRESSURE 6. 9EU6.1-N4eS. 24.0 11.0 54.0 21.5 9.75 19.0 FLOOR PLAN i/ z �. . I TNDIMCHARGEVALVf�'-SET C� 65 ,, - cs,vacy r�•��/� � D � MEUG - . I Ir MAINLINE PIPING Z ' 27 FRONT VIEW_ SECTION VIEW IRRIGATION CONTROLLER SERVICE MIS I• l)��/ 1 1130 S.Vail Ave., Montebello, CA 90640 (213) 724- 450 SrPEA GRAVEL - - A CONTROLLER ENCLOSURE '$ KEY MAP > Z ___�____�_ttt�_1_;___ tt��tl� __�_ tIl•__Ittttttttt�tl!•__ 1� O ROUND VALVE BOA `IrN LOC*414& 60rER I 2 d p GATE VALVE I I 03 ` Is EXTENSION O PNC MALE ADAPTER(Z) \\20 I I ` ` ♦ ` ` ` ♦ ♦ ` \ \2 4 ` 0 t•e REDWOOD OLOGC(Z) i '1• \J G Pvc U.Ass W PIPE I yv , ♦ ` ` ` ' ♦ +C D GATE VALVE No �= 10, `� `� ` `� ` `♦ ! `♦ `� `♦ , r , ♦ `♦ �� �S 0% `� `k4 �� 23 \ %22 �` 21 ♦` �` ♦` �` �` �� �� �` ♦` �� �` �` ♦` I ♦` �` DESCRIPTION of REVISION PATE orgov yz• ! • IY4 FINISH GRADE / , - - - WA"°RCURB r LAN i - : Z• - - - `� o CITY of RANCHO CUCAMONGA �� - `` _ % FINISH GRADE 5H"AREA 1 % �.-rr-r.. r..urrsoUWAV 0��r rr ;r_r `rrrr r.rrrrr�rr r��r,�• �` ` \ \� . TRACT NO. 1 Z 5 90-6 =16�=IMI_ �=___.�____�____ ___ __ _ ___:.�___� .�__��=I__ ___ _ _ = Nos��p. & TRACT NO. 12590 <.P E VALENCIA AVE. IRRIGATION PLAN HoT A PATI _o f�j-T415 PC j IG� CC LIC. No. 1425 - (D QUICK COUPI..ING VALVE s Its I,+ �S E L N fi 90AP I ./ aA1(o APP 0 V 0 Y % DATE �I� K o1141S AIZfA " e GR TY ENGINEER -:.gip RCE.N n 2 .23 7 OZ OP.55 NIPPLE F O BRA55 9a ELL FCDESIGN ; REWMWN0E0 4 BRASS 9Cr STREET ELL(2', O OS BR"S NIPPLE-i'LONG - Carlson •Woodward, rte, I "� © MAINLINE FITTING I SOUTARS DRAWNT .. ., Landxape Architecture C IRRIGATION ;rV`kF:� �a E QUICK COUPLING VALVE No "'Ll 1830 NORTH ACACIA to 92E DRAw MI M C O N S 11i�T I �1G HEC KE� FLNlERTON.CALIfORNu 92631 4781 W I NVALE•IRVINE„G, 927��•(7 t 41531 9S 10 TEL:(711)525.1137 / I iJ T' tom/-�t� ; : �D • I �• Yui IRRIGATION SPECIFICATIONS IRRIGATION INSTALLATION 2.05 crass Pipe and Fitts (ir Pro­job Conference - 7 days Fittings f equtr�d). 3. 0 Completion: Pressure supply line Installation and testing - 36 hours .4. Brass pipe shall be 60% red brass. American National Standard System layogt - 36 hours •A. Upon completion of the work, make ground surface level , 1 .00 GENERAL Instltue (ANSI), Schedule 40 scrwed pipe. Fittings shall be Coverage tests - 36 hours remove excess materials, rubbish, debris, etc. , and remove medium brass, screwed 125 pound class. Final' Inspection -• 48 hours construction and installation equipment from the premises. 1.001 Refer to standard contract documents for non-technical contractual requirements and conditions. 2.06 iackflow Prevention Unit: See plan for type, manufacturer, and site. B. Wb to Inspections have been conducted by other than the regular 8. Supply as part of this contract the following tools: 3TA L &W-KJ=L0W r�ceveN Fo NT+ORRLL Owier's Representative, show evidence of when and by whore these 1.02 Scope of the work: Furnish labor, materials, equipment , appliances 1.01 quick Coupling Valves: WVP- PI�tt-ice• inspections were mads. Two wrenches for disassembling and adjusting and services necessary for the'execution and completion of landscape each type of sprinkler head supplied. Irrigation"• as 'indicated on the drawings and/or herein {pacified. A. The body of the valve -shall be re6 brass with a wall thIJkness C. No inspection wlll c swence without as-Guilt drawings. Two keys for each automatic controller. guaranteed to withstand normal working pressure of 150 pounds Two quick couplers with attached hose swivels. 3.-•3 Water Supply. Connections to the existing points of connection shall be Two per squats Inch without leakage. . Valve shall haus a 3/4 inch (2) of each of all types of sprinkler heads. 2.00 MATERIALS ----RIALS female threaded opening at bass. •t the approximate locations shown on the drawings. Minor changes caused by actual' site conditions shall be made without additional cost C. The above equipment shall be turned over to the Owner at 2.01 Materials shall be of first Quality and of domestic manufacture unless B, Hinge cover shall be red brass with a rubber-like vinyl cover to the Owner. the conclusion of the project. Before final acceptance can otherwise noted. bonded to it in such a manner that it becomes a psrrm•nsnt-type occur, evidence that the Owner has received materials must 2.02 Submission for Approval : Furnish the articles, equipment. materials, cover, yellow to color. Hinge shall be locking type. 3.04 layout: layout sprinkler heads and make any minor adjustments required be shown to the Owner's Representative. due to differences bswteen site and drawings. Any such deviations in or processes specified by name on the drawings and in specifications. 2,08 Automatic Control Valves, Electrical: layout shall be within the intent of the or'ginal drawings, and without 3. 16 Guarantee: No substitutions will be allowed without prior written approval of additional cost to the Owner. '.ayout ,hall be approved by the Owner's the Owner's Representative. A. Valva shall be s' rim loaded. packl,efss diaphragm t0 Representative before lnstalla.ion• A. The entire irrigation and water system shall be guaranteed to p g- ph activated i va t� A. A complete material list shall be submitted to the Owner's valves of a normally closed type and equipped with a flow give satisfactory service for a period of one year from the control. Valve shall be -slow closing 1 3.05 Grades: Before starting work on the shrink! :r system. :areful �y check date of acceptance b the Owner' ; Representative.Representative prior to performing' any work. Catalog data g ( 0 seconds ntlnimurm) Y p esentative. Should dny and full descriptive literature must be 'submitted whenever J with no adrustments or settings required. alt grades to detsrm'ne that work rr�y sof'e: / proceed. keeping within trouble develop within the time specified above due to inferior the use of items different than those specified is requested. the sps.ified material depths. or faulty materials or workmanshi p, the trouble shall be Notarized certificates must be submitted by plastic piQe and 8. Valve solenoid shall be corrosion-proof and constructed of 3.G6 Assemblies: corrected at no expense to the Owner. Notting manufacturer indicating that material complies with stainless steel molded in epoxy to form one integral unit, A. Inst;,Il the backflow assembly at the height required by specifications, unless material has been previously approved. and shall be 24 volt A.C. . 2.0 watt maximum. valve shall local codes. S. Any and all damges resulting from faulty materials or close against flow without chatter and with minimumclean *orkmanship shall be repaired by the contractor to the satis- ng S. g Routing of pressure supply lines as indicated on drawings faction of the Owner' s Representative, at no cost. B. The material list shall be submitted using the following layout surge pressure. it diagrammatic. Install lines (and various assemblies) (double space between each item): to conform with details on plans. C. Written guarantee shall be supplied at the completion of the C. Valve shall be capable of being operated in the field without C. Install no multi,)le assemblies on plastic lines. Provide project , showing date of completion. p electrici,t at the controller, by a bleeding valve. each assembly with its own outlet . When called for , the Item No. Description Manufacturer Model / y • • pressure relief valve shall be the last assembly. S + 1 ReccrA Drawings: 1 . Pressure t:irply Lines Iosco Schedule 40 0. Valve shall De completely serviceable in the field without p, Brass pipe and fittings shall be assembled using Teflon tape removing valve body from the lint. or eQuivalent , applied to the male threads only. A. Record accuratell( on one set of black and white prints of 2. lawn Head Buckner #404 On PVC to metal connections, the contractor shall work the the drawings, all changes in the work constituting departures E. VolvoInstalled shall be installed in a shrub area whenever possible and metal connections first. Teflon tape of approved equal shall from the original contract drawings, including changes in both 3. Etc. Etc. Etc. installed according to construction detail . be used on all threaded PVC to PVC, and on all PVC to metal pressure and non-pressure lines. 2.09 Automatic Controller' Joints. Wrap teflon tape in counter-clockwise direction around threads. 8. Upon completion of each increment of work transfer all such C. Equipment or materials installed or furnished without the prior • approval of the Owner's Representative may be rejected and such A. The Automatic Sprinkler Controller shall be as noted in the 3.07 line Clearance: All lines shall have a minimum clearance of 4 inches P information and dimensions to the prints. The changes and dimensions shall be recorded ;n a legible and workmanlike materials removed from the site at no expense to the Owner. legend. from each other. and 6 inches from lines of other trades. Parallel 'manner to the satisfaction of the Owner' s Representative. D. Approval of kny items, alternates, or substitutes indicates 8. All wiring to and from the controller shall be through color-coded lines shall not be installer directly over cane another. When the drawings are approved, transfer all information to only that the product(s) apparently meet the requirements of plugs and sockets. The controller shall be locking, weather-proof 3.08 trenching: a set of reproducible drawings supplied at cost by the Owner' s the drawings and specifications on the basis of the •information type, constructed of heavy gauge stool with corrosion resistant Representative. or samples suhnr; tted. enamel finish ins',lp and out. A. Dig trenches and support pipe continuously on bottom of ditch. C. Dimensions from two permanent points of reference (buildings, Lay pipe to an even grade. Trenching excavation shall follow monuments, sidewalks, curbs, pavement , etc. ) . locations shown E. Manufacturer's warranties shall not relieve liability under 2. 10 Electrical , High Voltage: layout indicated on drawings and as noted. Where lines occur under paved area. chess dimensions shall be considered below on as-built drawings shall be kept day to day as the the guarantee. Such warranties shall only supplement the project is being installed. All dimensions noted on drawings guarantee. The Owner's Representative may, at his option, A. Power to and Connection to the automatic controller •shall be aubgrada. shall be 3/8 inch in size. require a manufacturer's warranty on any product offered for use. provided by the Owner. 2.03 Gcner�l Piping 8. Provide minimum cover of 18' inches on all pressure supply lines. D. Show locations ani depth-,# ��I the F,.Il.�wing items: A. Pressure main line piping for sizes 2" and larger shall be B. All electrical equipment ousids of buildings shall be Noma 3 type, waterproof for such installation. C. Provide minimum cover of 18 inches for all control wires. PVC class 315 with solvent welded joints. Provide minimum cover of 12 inche's for non-pressure tines. Point of-connection to existing water lines and existing electrical power. C. All high voltage work shall be installed under this section. Routing of sprinkler' pressure lines B. Pressure main line piping for sizes 11" and smaller shall Refer to Wiring. Low Voltage for additional Information. 0. Provide minimum cover of 24 inches for all lines under paving. (dimension maximum 100 feet along routing) . be PVC sch. 40 with solvent welded joints. Sprinkler control valves (buried only) . C. Non-pressure lateral line piping shall be PVC minimum class 2. 0 Wiring. Low Voltage: 3.09 Backfilling: Routing of control valves. Other related equipment (as may be directed with solvent welded joints. A. Connections between the controller and remote control valves A. Initial backfill on all lines shah be of a fins granular by the Owner's Representative) . material 2.04 Plastic Pipe and Fittings: shall be made .with direct burial AWG-UF type wire, installed al with no foreign matter larger than ; inch in sits. in accordance with valve manufacturer's specifications. Miro E. QGick coupling valves. A. All pipe shall be extruded of an improved PVC virgin pipe color: black for control , white for grmnd. t. Backfill material shall be sidestompe in 4 inch l width under the compound featuring high tensile strength, high chemical pipt'•nd uniformly on both sides for the full width of the F. Maintain as-built drawings on site at all times. resistance and high impact strength. In terms of the current h1. Wiring shall occupy the same trel'ch and shall be installed trench and the full length of the pips. Materials shall be sufficiently damp to permit thorough compaction under and G. Make all changes to reproducible drawings in ink. If ASTM Standard 0-1769 or D-2241 , this compound shall meet along the same routs as the pressure supply lines, whenever the requirements of cell classification 124540 for pipe possible. and shall be installed before main line whenever on each side of pipe. to provide support tee of voids. necessary, use eradicating fluid when redoing drawings. and 134548 for fittings. This compound musp�have a 2.000 psi possible. others more than one wire is placed in a trench. Backfill for adjacent disthall be compacted to dry density hydrostatic design stress rating. - the wiring shall be taped together at Intervals of 20 felt. equal to- the adjacent undisturbed soil , and shall conform to ;. 18 Controller Charts: adjacent grades without dips. sunken areas, humps. or other B. All pipe must bear the following markings: Manufacturer's C. All splices shall be made using ?At, KV %1W-1M irregularities. Under no circumstances shall truck wheels A. As-built drawings -mist. to approved by the Owner' s lepresentative name, nominal pipe site, schedule or class, pressure rating !6L1C,1W Cs R(6 CcwgECTU . Six expansion be used for compacting soil. before charts are prepared. In P.S. I. . and NSF (National Sanitation Foundation). The loops of 6 inches shall be provided each 100 feel, and/or manufacturer shall also mark the date of extrusion on the pipe. directional turn. Use continuous wire to valves. C. Provide sand backfill a mirrinnam of 6 inches over and carder B. Provide one controller chart for each controller slipplied, all piping under paved areas. of the maximum size the controller door will allow, showing C. Solvent cement joints for plastic ptoe and fittings shall be ►. Siting vf wire shall be according to manufacturer recommenda- the a(to covered by the automatic controller. The chart 3. 10 Flushing the System: After all new sprinkler pipe lines and is to be a reduced drawing of the actual as-built system. made as prescribed by the manufacturer. The high chemical tions, in no ease less than 414 in site. resistants of toes pips and fitting compounds specified in the r•itieps art in place and connected. all necessa'y diversion work However. in the event the controller sequence is not legible ). It mandatory that an aggressive 12 Small Snrubbery Sprinkler Hoods (soe legend), has been completed, and prior to installation of sprinkler heads, when the drawing is reduced, it shill be enlarged to a size foregoing sections makes I primer, which is a true st,rmanent for PVC. be used In conjunction the control valves shall be opened and a full head of water used that will be readable when reduced. The chart shall be designed for the fit of the pipe and 3.00 INSTAIlATION PROCEDURES to flush out the system. Sprinkler heads shall be installed only a blackline print and a different color shall be used to show with • solvent cement the fittings of each ,site range specified. .after flushing of the systeim has been accomplished to the complete the area of coverage for each station. 3.41 Generals statisfaction of the Owner's Representative. C. When completed and approved, the chart shall be hermetically 0. Each`pipe installer expected to maks solvent. joints shall 3. 11 'sprinkler Heads: Spacing of heads shall not exceed the maximum sealed between two pieces of plastic, each piece being a receive Instructions In the proper assembly of such joints A. Materials shall be of first quality and of domestic manufacturer indicated on the drawings. In no case shall the spacing exceed the Minimum 20 mils. thick. The chart shall be mounted using from the representative of either pipe. cement. or fitting unless otherwise noted. mPxir:+um recommendationDy the manufacturer. Velcro or approved equal type of tape. manufacturer before starting the job, unless-he has been previously instructed on recom~ded solvent cementing 8. Coordinate the tnftallotion of all sprinkler materials o, including ;, 12 - Adjusting the System: 0. These charts must be completed and approved prior to final procedures by a competent representative of the manufacturer. pipe. with the londsc� Irawings,. to avoid interferring with the inspection of the irrigation system: A�10 ACCEPTA1,JC E trees. shrubs. or other .lanting E. All fittings shall be standard weight schedule 40. At � • . A. Adjust the valves and alignment and coverage of all sprinkler vY" THE CIT'T OF CNQ C11CAMpNLzA, heads. If i t is determined that adjustmflnts in the irrigation � GI �GANS_ �,' ' F� uu� the purchaser's discretion. contract preference may be given C. For purposes of legibility. sprinkler li nes are essentially equipment of mottle chained will provide proper and mors adequate those suppliers able to furnish all types of fittings required diagrammatic. Although size and location of sprinkler equip- equipment maks all necessary changes or make errand mor.! with under this contract from a single manufacturer. in order ment are drawn to scale whenever possible, make use of all data the manufacturer to have adjustments mads. prior to any planting. that responsibility will not be divided to warranty claim in all of the contract docnrmsnts and vamps/y this information Those changes or adjustments shall be mads without addit'onal situations. at constnrction site. . cost to the Owner. F. All fittings shall be injection molded of an improved PVC 0. All work called for on the drawings by notes shall be furnishedThe fittings compound featuring high tensile strength, high ainstilled whether or not specifically mentioned In the B. planting entire system shall coo be operating properly before t nd g chemical resistance. and high impact strength. In terms • specifications. planting mmence. of the current ASTM Standard 0-1784-69, the compound must 3. 13 Coverage Test: When the sprinkler system is campletsd, perform • meet the �equipemeats described in cell classification 134548. E. Do not willfully i stal'1 the sprinkler system as indicated on coverage test In -the presence of the Owner's Ropresontati re to DESCRIPTION of REVISION PATE �PPROVEC Where threads are' requi.red to plastic fittings, these shall be the drawings when it is obvious in the field that w+knarn Injection molded also. All tees and ells shall be side gated. obstructions or grad• differences exist. that might not have determine if the water materiae far planting areas is caplets and CITY Q f RANCHO C �• an been considered to the engtneerta►g or if discrpw+ctss to ,,dtyuatfurnish all materials and perform all week required to :orrect any inadequacies of coverage due to deviations from Apply primer d solvent on all pipe sites and fittings. construction details, legged, or or specific notes are discovered. Primer solvent on both femiale and male ends. All such obstructions or discre0enclss should be brought to nth or wings the system has been willfully Installed as indicated NO* othe •ttenttvn of the Owner's Representative. In the event �n the dr•wtngs when it is obviously inadegwte. without bringing this 6 4. All fl;tl s shall bear then 's name or tradea rk this is not done, the contractor must asses full responsibility sc the attention re the Owner's Representative. This test shall be material dmpest .cam• y s actamrpllshed before planting begins. enation. site, applicable I.P.S.1 ► sschedule. and for revisions necessary. Before any work commences. con. . with tl NSF seal of approval. the Owner's Representative regarding 9"ral det••ils of wo�a of & TRACT N12590 this contract . 3.14 ' Mydrostatic Test. All hydrostatic tests shall be made only in the presence of the Owner's Representative, or other duly ed authorized tI R R I O A T IO N SPECIFICATIONS 1. All threadntppnipplesstvl! be standard weight Schedule 80. representative of the Owner. No pops shall be backfillededuntil with molded thwe•ds. 3.02 Inspection Schedule: It has been Inspectedtested. and approved in wetting. Pressure A. Ccntractor will be responsible for notifying the Owner's supply lines shall be tested under a hydrostatic pressure of 150 S, � y ^g pounds per square inch for a period of two hours and proved A P P ROY O Y % A ' Representative in advance for chi f6llawln9 inspKtions. watertight. tyosc�P. •� � ���! ✓ RCB.No. 22397 ac:ording to "the tine Indicated: a�� E4 CITY ENGWEER ,., OESI" I RECOMMENDED /�a w IT Carlson •Woodward, Inc, of LIC. No. 1425 * a Al- * DRAWN Landscape Architecture SNZ ET AT ..�. OF..�..4.,, 030 NORTH ACACIA AVLNUE 3tECKEOnJUEA70K CAUFOMIA 91Q31 DRAW F �•�` Til:(714)US-1137 ' PLANT LEGEND MOTES e I'�'Ir�-r�- �u� SYM30L SIZE QUANTITY BOTANICAL NAME 014DN NAME TREES: T I. Upon completion of installation, a maintenance period of (180) one 15 GAL 40 EUCALYPTUS CAI'ALDULENSIS RED GLM hundred and eighty days is required prior to final acceptance of the ; 15 GAL42 EUCALYPTUS SIDEROXYLON RID IR�xIBARLC work by the City of Rancho Cucamonga. Maintenance shall include mowing, . , . `, I weeding, irrigation, prining, raising tree root balls which settle below .• ® 15 GAL 16 PITI�OSPORUM LUDl1IATC>NI VIC'IORIAi3 BOX grade, fertilizing and ,applying such sprays as are necessary for proper — care and upkeep. Maintenance also includes all repairs, replacement, o , � . 24" BOX 7 ZELK6VA 5E.RRATA �AWLEAF ZELJ<1�VA cleaning and adjusting necessary to keep the irrigation system in good 6 " working order with proper coverage. —. —� •� — , C' b o •,•'' SHRUBS: 2. Any trees within 3 feet of walls, walks, curbs or other potentially root-damaged • hardscape shall be installed with root control • v • ' O 5 GAL 244 JUNIPERUS 'ASIS ARMSTP.ONGII GOLD CQAST JUNIPER containers. Prior to backfilling tree pits contractor shall have City • • inspect deep root container installation. - ,�;�•; • �• o - �• o a • 1 GAL 397 LANTANA �DNTE'V�SIS TRAILING LANTANA (D 1 GAL 191 MDRAEA IRDIOIDES F0R2gGHT LILY • Q� CAL 102 NERIUM OLE*DER 'PETITE SAI"' 94ARF OLEANDER 3. AlAll trees are to be located: ten feet from any light standard, power • - • ;, , o ' ;, • r /'■ pole, or reinforced concrete box; five feet from any drive approach. •'' .: '� - a� o •Q 5 GAL 252 PITPOIESPORUM TOBIRA VARAIA VARIEGATED MOCK ORANGE fire hydrant, or underground structure (e.g., catch basins, vaults) ; and •'o 5 GAL 40 HESE. C01=D VERONIC three feet from any meter. �, •:.j•• ® 5 GAL II3 VINES:IOLEPI5 01 AIM �I • • S GAL 86 MACFADYENA UNGUIS-CATI CAT'S CIAI LEAN WARDS WAIS, AND ATTACH TCI �■ : ftrk;V1, �N M ty�l 5 IA til-- Pj� GROUNDCOVERS: /'■ USINC-�r I 1 GAL AS RL.)'D CARISSA GRADIFLORA 'GF.EEN PAVING' NATAL PLUM GROUND COVER 1S W NpdyY 1 Iv WITF} ® RATS AS REQ'D HEDERA I�.IX 'BA.LTICA' BALIIc IVY ■ _ IN ik FWV PXI-f�N, SEED: / J - HYDROSEED BLED � 10 i/1000 SQ. Fr. \ 4 0: FALCON W■ � 1 LSCUE ■ C/A, V I�� IFI I Lf 35-1. CT��INE TAJ L FESCLE 00 �1'`•f`���ll�`f�, �jaf��-I� GUc�1��, Com. 14 ■ ■ ' � .••� Q 1NDIG491F."E2 TI2rzv� To FvCrr_IvE "DEEB ice' rx-Vlc-ice ■ A / i'�� UTf �• C TPiI. dog R -T ■ ts.. 0 i .0 ' NAV E KJ AV F_Q U E PAXKWAY / I St3. F-T 'L-s TURF = 1 , 323 IS. F. / ; y SQ, FTEs GROU1, D CCVEX = 2,600 (YELLOW CA5C_A0E)(CsAZA1J1A) ■ ■ / ALL AREAS EXCEPT HAVEN AVE. PARKWAY ARE INSTALLED & a� PROJECT SITE �� LOT ' C� oM.T A' ACCEPTED BY THE ,� \ CITY OF R/C. TRA r ni . I H ■ NOT A PART ■ �/ � 4 s ' ■ Z O � , .ry I�PNWNW N11�y1WWWN91WWW NNW =I I SCALE: 1" - 40' 0" NCIA AVENUE O— sz I ALE / ` v \ KEY MAP STANDARD city of rancho Cucamonga DRAWING /�•� NO 1 I!S • r I. ALL VOMANITV_ eA- -iA•L_L_ �e INsTALL>_n �Y A QLAt_IPIeV DESCRIPTIONof REVISION oAYE APPROVE CoNTK,&,CTOa. NOSE SUBGRADE AND COLD JOINT TREATMENT CITY of RANCHO CUCAMONGA plA1`ITINC� ASA GUS 2. .ALL �MANIT� 1.+I Ll_ 615 411 -4" 12IVEI2- i�K , SIMULATEt� GryNNtre Wl _yATU FzAL. 614OUT UebI N!1 AN OMN-ENMV T0oL_. The subgrade TRACT N 12590m6 rade of the median nose to be surfaced with [iolnanite over native 51M AMPL-J✓ AT CITE OF F,4"c) GUcAVONGtiA t' .&NNII-IQ VIEAyT. soil as well as the cold joint between the Bomanite and the curb shall be v 3. THE 6U0-J5ASF_ 51-tAL-L I3F_ NATIVE 501L- CoMpA4TV_n To A treated with Polybor Chlorate (or equal ) weed killer at the rate of not less than & TRACT N 1259-0 o '�o �}� 3 SMOOTH UN`(I�LDING SUEz�i��. �1E 5 �iI� oto T �-JD� one (1 ) pound per gallon of water and not less than four (4). IV, J# per one hundred (100) square feet. The solution shall T"-ATMENT of TNS• N05E MV COLO JOINTS, `�� TH e be uniformly applied with a power spray and the Contractor shall kill , by VALENCIA AVE. PLANTING PLAN L4 pressure injection, any weed growth that appears in the treated area with- O'T}i - Slbir O� T1-ils 5}1I=�T. in a year from date of application. �Dy Lr -4 -Mp_ SLAB 5MU_ De 4" THICK UeAlyG NcKf Ai- Mix bev(GH APPROV 0 Y f 3 S7 li The Contractor shall provide all necessary protection to prevent injury �yz,�L.. G Or- MINUS 3/8 AGG�iATI= • II to adjacent plant life and property during the application of the weed � ,:.�, GTY ENGINEER ��'L� RCE.N0.z239'1 5. A V4VAKi:NEI9 PLANS OF 25%, Pr SLA6 T�1IGKNE� �I killer. The Contractor shall also take measures to prevent overspray *L v DESIGN RECOMMENDED WNI=N -I`NY� bIM�N51oN IZ Pc1'Pt? ro _ � into areas to be landscaped, where designated on the Construction Plans. � . � �s 'y, r ,J S AI�ATt� i3oPll�yCT� IPtTO -TWO Z•411 WALKWA,(5 �`L-L OP- MAVr, �1YE•R•`( (51 Alt? vI�ALL �LLDW THE The Contractor shall insure that no weed killer is applied within two ,� �" �� Carlson • WOOC�ward, jr1C. ANb A PLANTING A241A. CONTOLM-5 Or- T}i� 12OGw PATTF-iZN . (2) feet of any area that is to be landscaped. LIC. No. 1425 DRAWN SNfEET y�9T Sr * r=v,:� Landscape Architecture + I s OF 1830 AVENUE BOMANITE DETAIL: NECKED fULLERTON,CALIFORNIA 92631 o DRAWING NO 97-24-92! H 103 �A01 TEL:(714)5I5-1137 8C�Z Cll •noln.•r r.e... 23884 dot. NOSE AND PLANTING AREA N.T.S. 5'A •• 32 G / _ 9 / 12 • / tip ' .. � v T 1 � LjHt)UL,-&,Tdt-1 \ q` 10 G 1 , e.. �� �-v w�i.-!� W I'�I{ �T� GLI �/IN>✓ 51 Z:I sly . VALENCIA AVENUE SECTION A-A E2ET/�1N IrJG i� ��� SCALE: 1 /8'aw 1' -0' ' � -SEE G��r>IN4 nl.�rJS W LARK • • IAEAD( PLACE • 0 - I N�IGAT>%=� T12 �� 'r0 �I v't; �� �r� fr'i%�I � r-5,p- `>-ry G 1 T`( Pi✓1z ��1'�►� N-r 9 , W AUGUS-vA DRIVE � ._�.. Z ' W :.:, .. : . . . :. a SHEET' C. The contractor must notif the Owner's authorized Representative yp�# t` ` for inspections of the following stages of work: SHEE7a �r'� - L,5 ONIT 29 1 . When all grading within planting areas has been • completed. • 2. When all plants are ready to be delivered at the - - nursery or when plants have been delivered to the , $ite and prior to .any p)anting. /A��yyly ViA � 3. '.'hen all trees and shrubs have been spotted on the 28 Q sits where shown on the drawings, f j j 1 SCALE: / » 40f S�// alb = 0sr 4. When all free and shrub pits have been excavated i / � after water has leached out of the pits. « e c,yj �/ ' a rYIVFs _a HOT PAIZ'r to -THIS pesl6tl 5. When weed germination and removal is complete, and (� C-et J d►SI; WHr, WAD P(.ANTING seedbed is prepared but prior to installation of seed. Z 27 PLAN KoR V15 AkEA, I KEY MAP 2 6� ♦ ♦♦ ♦ ♦♦ ♦♦ ♦` ♦� ♦♦ ♦ ♦ ♦ �� I ♦ ♦ ♦ ♦ \ �g ♦ �4 �. 23 ♦ 42 21 ♦ : .. ♦ i ♦ ♦♦ �� ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦♦ v DESCRIPTI ON of REVISION Y o ' CITY of RANCHO CUCAMONGA , ` • _ ,< TRACT NO. 12 5 904*61y R X 01MR 151M _��OW .•.�. �_�.�., _:� >��. �>����.�:�> :_. :�:>� & T I�A CT N 12, 59 VALENCIA AVE. PLANTING PLAN`# APPROVED P"DS`.1p TY ENGINEER - v �� '` RCR No 22 DESIGN - Mi :. LIC. No. 1425 Carlson Woodward, In * 3 DRAWN Landscape Arc 1tecture 1830 NORTH ACACIA AVENUE OF CAL% HEC KE D FULLERTOK CALIFORNIA 92631 CRAW ING . TEL:(714)525-1137 ..; PLANTING DETAILS city of rancho Cucamonga STANDARD cit of rancho Cucamonga STANDARD cit of rancho Cucamonga STANDARD STANDARD DRAWING y DRAWING y DRAWING city of rancho Cucamonga DRAWING tA-w f%10.12. ECONOMY C�ALV. I" VIP E� rLOOMAIiITP, 64W Goin J01NT No. Z64WWIr-V_,NIN . -�,--- �� 55E tTa l03 H u N A V O N U k'' z o 1- •• - `� . . ,v o . TW IST -tI I20' TO O.G. _ _ •• �T1� 3DB 1�3 10�'Af�•TS ' rt"o I' SOIL_ ->Yp � iN+ Ili 'd �S rAPLTS, 12Vewc0d 5�t�vlN�s �lrliSH pipe W/ O-•a ,. ",rlrl�p V4/ a.7 j STAeil. zer,) p� PUti F-50Th e"b5 vF WII� � -MI2vUGH G U�GtDI✓ Q p K IT�EN I It p�tGl� SIZE 14 f°Ip� ) ��I°Al2.� ANt2 NF-,W}- l4 LIQ. �I.00p -'�N� MSL IN 6 'P6S?ITV- IVIieeG-t h5 �.IrwUNt7 `nV, _ i` oTt� 65T CT J!�OMANITV_ 14 _pvV-LW/ Gu>FI> AT �AM� Fli' STA1<-l;s LL t3f; �i21; —17121 LL C7 MI L. �LUp� GUS TO)? I N`T AND ip I%D I'- T Gtr N. Har TO �. IN. TI2 -F— Tbf'OF 12r�?i'- I�•L_l_•-O Z" MULr H NOT t�OUNO �1°AGet9 Zo' O•G.ISOMAN ITI< ' 5s:ir b�rAt L !'r�J°t1t01.. 1'a 1.11btCA 11 t.4�5400 ; v F�I�TI�• 301 cum T-AGNA - Hozfie. 1 Get_ \1 / r • . 0 1 3/64 CtA-LvL.IITSv STAKF-S 3i p.G. Tr-"6jUI4.-raV SNISH 61M&1A- 4 � ✓U! Lb Iot (al WN cc I N G ^UGH evirAK � _ 57TAKr- A MIN. or '' I ttTb UNPIe---)TU f`zt)dT L- �� �•AHTI IbLr;!' 'sem s�Ls .' •, IZ+ � • MoM�t-iT o� -Tlfz��• .�AC.AR-ANDA Ar-UT I PO A ' - • • • • , • ' • =a- ~ . - 2'' MU LLN� n� 201 0,6. Oro� M ;vt- 4I1 t��VlzN r-ULL.Y GoM pp.(__-r t;D � Lf:fl4TH Or- vIPN ? ' I M G U F_t� o E I%i N 1 SH 16 6A L_ lO N� MIH. _ _ 1wtc,r- rdooTMv.i. t,10 lor�tTt*�- 17I;T^1 L ASI._ FIA•r1-rIN6t MATEIM°-L_ E+A qtr 51-te A410 HeA,STN t3Y THIi - CITY KLAMAIWA M1,5-T. 1`14-10K To i L. HTIMCi . It pa�,KNwArY 5r-GTI zg-L HAVEN AVENUE MEDIAN: PLAN H 101 9� VALEiJC1A AVE MEDIAN: SECTION H 102 _ t SHRUB PLANTING DETAIL M 104 9ZZ-az METAL TREE STAKING DETAIL H105 cltF.•npina•r r.e.•. 23889 data NOT TO SCALE Citi ddifneor r.o.e._23e69 data eltf'en91neer r.o.o. 23889 dale NOT TO SCALE r.c.a. 23889 dali NOT TO SCALE STANDARDSTANDARD_ city of rancho Cucamonga STANDARD DRAWING city. of rancho cucamongs city_ of rancho cucsmon�a DRAWING DRAWING PREVAILING WINO j I .0 ,0 1' • IS GAL.. TREE � MIN.CLEARENCE-2 TIDES DIA.TRUNK -A Oe o CONTINUOUS LENGTH Of ELASTIC VE991NG SUCH AS SUPER TREE TIES DOUBLE STAKING *s nailed to I twist odgepole pinestakes with gaiiv. roofing nails ONE (1) Tf1tATt0 , PIS le y>d G 0 5 Ir LOOOEMA MME •TAKE. — - ""t 2"OIA. AND 10' LONG '1 2" dia. lodgepole pine stakes 10' long (2) with wood preser-vative stain, stake a minimum 1� �l of 12" into undlsturbed soil and align stakes 'I parallel to center line of street. (use 12' � �wl r I , 1 I stakes for Eucalyptus) Loot:Eroul t0 •E TAtATEO. c&4TII`�(,l ,5;r t�+l6o4 /q gravel backfill A"6,egoN& -.0 %CIS Al V .R -r FLS Ir -T1 E5• �► tr 1! SWARE KNOT it frnish*d grade 1. TG ' 3� � •' SEA SMALL TACKC� �T�MuNi ffGt}t STEP I TEP �`r STAPLE ! I r_ I TG �j Deep root or equal control planter s ;.�•_:;.�• e2Wi- is-P where required or approved +1 q w F ,. Ro r e L I t`K� p�o BACK ILL FREE OF ROCKS 3 e` N Backfill free of rocks 3 in dis. or DESCRIPTIONOf REVISION DATE ppAOYE bfa • SS �: IN DIA. OA GREATER I .i_ . , 1 greater L ' '��F '' al s- — t FERTILIZATION {.meq -4N6 k�C>GJ1' i'}21 a2 -ru- Mnr. A9riform 21 9rom planting tablets �- I�-�VJ-t'' CITY O f' R A N C O 0 TVA (or eQuoil one tablet per soap 1/2" As I e CUCAMONOA NOTES: of caliper. 1 •• .C7, 1. Trees to be planted shall be of the speci s specified on the plan. r• TWICE Root BALL DIArr1ETEIt •� FERTILIZATION ' 2. A constructioneralt to plant trees must obtained from tAgritorm 21 Brom planting tablets he City Engineer TRACT N*0. 12590-6 p p �before trees can be planted.;. The planting of bare root trees must have special approval front the City Engineer. (or eQuol) on tablet per each I/2"4. Trees shall normally not be less than 6' in height above ground level when of c'3liper. I • _LII �1 & TAACTNOo 1 planted. shall be15 gal . site (min. ) and shall not be root bound. S.. Developers (or Contractors) shall be responsible for care of trees for a period � ��?J�\�, If= 1� '� nAN-41 PLANTING DETAILS of one year after the acceptance by the City of the street improvements. 6. It is the City's desire to maintain uniformity in tree planting. Every effort should be made to keep the same type and variety of trees throughout the limits ArxrtkiZA•fhN� It,pf II t1 t►y&44M.(� eggs or- I?OGKS '.S�r APPROV O Y � A g, of each block. Ste std. Orwq. 602.603. ActtrrrortiV 211 IN DlA%• d KGtfffAlfg. CITY ENGINEER `�"'�p RCE No. 2397 7. Trees shall be spaced in accordance with the clearances indicated on Standard p2AWIN47,tsjjjs(1ieos �` Draw ing$601, 602,•603 and the maximum and minimum• shown here on. oftfA rXKrso sAsrr 1/j so yep �( f. •A,?, OESIGN RECOMMENOEQ W Carlson a Woodward, inc TREE STAKING DETAIL s - ,TREE STAKING DETAIL TREE STAKING-- DETAIL � LIC. -Ij-:2s * s_Iq�s * ORA�,t�� Landscape Architecture STET �� - - 605d -�'� 605b TE �. OF._.�: INTERIOR STREET ..fF. EXTERIOR STREETS EXTERIOR STREETS �� HEc1cEo SM "THA.ACIAA` " F CAL%i nLrULLUVOR C t137 U 92031 DRAWING NO. PLANTING SPECIFICATIONS - LANDSCAPE INSTALLATION 3.07 Planting shall be done as follows: B. Remove all tags, labels, nursery stakes and ties from EXECUTION all plants. GENERALA. , Trees and shrubs GENE 3.01 Commence work as directed by the Owner's Representative and 3. 1 ; Maintenance: 1 .01 All general and special conditions of the contract apply to conduct operations continually to completion unless. weather conditions are unfavorable. All work shall conform to high I . Position the trees and shrubs or stake their intended this section. locations per the plans and secure the approval of the A. Maintenance operations shall begin imine:' ately after each standards of practice within the trade. Owner' s Representative before excavating pits, making plant is plat ed and shall be continued Satisfactoril•r for necessary adjustments as needed. a period of th. rty (30) days after the t1ft all items of 1 .02 Scope: 3.02 Site Clearance: Clean up and remove from planting areas all existing verk have been coopleted as specified here-n an,1 to the A. Work included: All labor and materials, appliances, tools plant material not removed under -the general site construction contract, 2. Excavate pits with vertical sides for all plants. satisfaction of the Owner' s Representative. equipment, facilities, transportation, and services necessary including roots and any accumulated debris and rubbish before ing work. Legally dispose of such material off the site. Tree pits shall be large enough to permit handling Dnd commenc for and incidental to performing all operations in connection planting without injury to balls of earth or roots. Ourirg the maintenanc.- period spec;fi,�d in paragraph one (1 ) with furnishing, delivery, and installation of "landscaping," When planted and settled, the crown of the plant shall above, al ! plants and pl4nted areas shall be kept watered at complete, as shown on the drawings and/or specified herein. 5.03 Storage: Store plants and materials on the project site, and insure bear the same relation to the finished grade that it all times; �m eds shill be removed end disposed of; basins and Work includes but ii not limited to the following: that they are protected from damage by sun, rain, wind, theft, did to soil surface in place of growth. Improperly depressions shall be maintained and cultivated and kept well vandalism, and construction work. Water plants regularly. Placed plants will be rejected. formed around trees and shrubs; paper and debris shall be 1 . Provide fine grading in all areas to be planted. regulavly ramoved from planters; and water system shall be 3.04 Fine Grading: 3. Set plants in center of pits in a vertical position so maintained and repaired; rodents shall u- controlled; and the 2. rurnish and apply weed control to all planting areas. that the crown or ball of plant will be level with entire project shall be so cared for that a nett and clean r A. The contractor shall import as required. The contractor' s bid shall finished grade after allowing for watering and settling condition is presented at all times. Keep .walks and curbs J. Preparation of soil in al . planting areas. indicate the total in-place cost of required import. No additional of soil . skept clean. Legally dispose of excess materials including 4. Furnish and install all plant materials. charges will be allowed. paper and debris in planted areas. 3.OA S. Stake trees. Seeded lawn: Maintain a sufficient number of men and adequate equipment B. The soil shall not be worked when moisture content is so great that ' 0 1 to perform the maintenance work herein specified from the time 6. Furnish and install seeded lawn. excessive compaction wily occur, nor when it I> so dry that dust A. Rake the area to be seeded so that all rocks or unbroken soil furnish and apply bark mulch. will form, or clods not readily break up. clods over I" in giameter brought to the surface are removed. of planting until completion ofthe maintenance period and 7• pP Y acceptance by the Owner. S. Pruning of nursery stock. C. The contractor shall be responsible for dust control in areas within B. Water settle conditioned seed bed for turf to a depth of six 9. Maintenance of all plantings until end of the scope of this contract. to eight inches. n. per application1 ,00s a 16-6.8 Best Fertilizer , at a rate of 5 pounds maintenance period and acceptance. per 1 ,000 square feet shall be made to all la��dscape areas P P D. Rip in two direckions to the depth of 12" )n all areas upon which C. Roll seed bed when soil is reasonably dry using a standard water just prior to the completion of the maintenance period. 10. Guarantee of materials and 'workmanship. fill will be placed. ballast roller with approximately 125 lbs. of water. If rolling will not firm the seedbed, it should be permitted to settle until E. Inspection of plant material : Inspection of plant materials S. Related work specified under other•contracts (copies available E. Rough grade requirements shall allow for soil amendments. Coordinate Owner' s Representative determines a satisfactory condition has required by City, County , State or Federal authorities shall with general contractor. developed. Re-fake or scarify all irregularities and cut or fill be the responsibility of the contractor and where necessary from the Owner) . as ►required to establish uniform grade. Avoid soil compaction he shall have sec-.re,f permits or certificates prior to 1. Concrete sidwalks and curbs. F. Bring to the attention of the Owner's authorized Representative all due to excess rolling. Areas to be planted to lawn shall be delivery of plants t,. the site. soil in planting areas that contain any deleterious substances such finished srlooth, satisfactory !o the Owner' s Representative 2. Asphalt paving. F. Plants shall be subject to inspection and approval or rejection as oil , plaster concrete, gasaltne, paints, solvents, etc. Upon before any seed is distributed. the approval of the Owner's authorized Representative, remove and at place of growth and on the project site at any time before 3. Rough grading. pp P and during progress of work or during the maintenance period. dispose of all above mentioned soil to the level of dryness in the 0. Grass' seed shall be as noted on the drawings and evenly sown 4. Electrical . Poor condition, latent defects , injuries, and improper size, affected areas. at the rate thereon specified. Care is to be excercised that no seed is distributed other than where is it specified, and variety, and shape shall be cause for rejection. Rejected plants C. Verification of Plant Quantities: The affected soil shall be replaced with native soil . If the contractor that which is, and germinates, shall be removed under this shall be removed from the project site immediately. fails to notify the Owner's authorized Reprssentativi of the above contract. Mulch after seeding with 1 Cu. Yd. organic amendment Quantities given for plant materials are shown for mentioned soil , the contractor shall be responsibldsfor any damage to per 1 ,500 Sq. Ft. G. A written notice requesting a pre-maintenance inspection shall convenience only. The Contractor shall provide all installed plants caused by such substances. be received by the Owner' s Representative at least S days to plants shown on the plans. E. Water shall be applied by means of the sprinkling system and completion of the project. G. If,,pn area to be landscaped is not acceptable to the contractor, the areas shall be kept moist . but not glistening wet , until MATERIALS he shall notify the Owner' s Representative. time for the first cutting of grass. Any areas where the seeds H. A written notice requesting final inspection shall be received fail to germinate and grow satisfactorily shall be immediately by the Owner' s Representative at least S days prior to completion 2.01 Materials: If requested, samples of soil additives and planta shall H. Finish grade all planting areas to a smooth and even condition, re-seeded. Areas of settlement or erosion are to be dressed with of maintenance period. be submitted for inspection and stored on the site until furnishing making certain that no water pockets or irregularities remain. a mixture of 50% fine sand and 50t wood sawdust (nitrolized- of materials is completed. Delivery may begin upon approval of Remove and dispose of all foreign materials, clods and rocks over mineralized) and reseeded. This process is to be repeated until I . The contractor shall make a periodic inspection of plant materials samples, or as directed by the Owner's Representative. A copy of one inch in diameter within six inches of the surface so that, lawn area is acceptable to the Owner's Representative. until the end of the gurantee plant period. If unfavorable Selivery slips on all materials used on project shall be forwarded after conditioning and planting, the finish grade in shrub and in conditions exist which might be harmful to the guaranteed plant , to the Owner' s Representative. Substitutions in any material will groundcover areas is 3" below the top of all curbs and W below thethe contractor shall notify the Owner in writing of the condition, not be permitted unless specifically approved in writing by the top of all walks. i. The grass shall be mowed with a sharp reeltype Brower equipped with rollers, when it reaches 2-}" in height. The grass will be or he may be held responsible under the guarantee. Owner' s Representative. cut to not less than one and one-half inch, and during the period I. Omit rototilling on slopes. Instead, lightly hand scarify the J. Pre maintenance inspection and final inspections are to be held with A. Soil and Soil Amendments: soil. of maintenance the grass will not be allowed to exceed two and one-quarter inches in height. All grass clippings are to be the understanding that the project has been reviewed by the I . Fertilizer for soil conditioning shall bear the J. Patch all areas having damage from erosion and do related collected during mowing operations and shall be removed from the principals of the responsible contractor in advance of the review by manufacturer's guaranteed analysis, and shall have earth moving to create a smooth and regular surface for site bil the contractor. the Ownerduring this Representative and/or Owner. Discrepancies noted is advance review. are to be corrected before the project a 12-12-12 analysis. Maintenance fertilizer shall planting. Final grade to be approved by Owner's Representative. G. The lawn edges shall be maintained in a neat condition until receives these official inspections. be Best Fertilizer 16.6.8 or equal . ;.05 Weed Control: acceptance of the work. 2. Organic arnendment shall be nitrolized redwood sawdust H. Workmen shall not be allowed to walk on lawn areas unnecessarily GliARANTEES (St actual -itr.)gen) . or Cedar sawdust (.S? actual A. Apply the following weed control work to all lawn arses:• nitrogen) . u• kit Bark (1� ��itroge.n) . It shall be before, during, or after seeding operations. lawn areas that fine textured haven minimum 80g passim shall screen 1. Rip in two directions all areas, except elopes, to be have been damaged or compacted shall be re-cultivated and re-seeded A. All trees, shrubs , and plant material (other than flatted material ) g g landscaped. The at t.ie contractor' s expense. less that 15-gallon size shall be guaranteed for a period of four and minimum 95? passing Ph mesh screen. Salinity p purpose of this operation is to relieve P months. All materials larger than 15-gallon size shall be shall be no higher than 3.5 nillimhos per centimeter compaction and to expose ungerminated existing weed seed at 25' Centigrade as measured by saturation extract to conditions which will cause its germination. To I . Sufficient measures shall be taken by the contractor to insure the guaranteed for a period of one year. All guarantee periods commence minimise erosion slope areas shall germination. lightly lawns against damage resulting from pedestrian traffic. If any from the time of final acceptance by the Owner at the successful conductivity. Organic amendment shall be mineralized P g y scarified 9 9 9 completion of ttie maintenance period. with iron sulfate. Pine shall not be used as an by and for the same reasons. Install the irrigation system. type of barrier is used , it must meet with the approval of the organic amendment. Owner' s Representative. Any damage to the lawns must be repaired 2. Apply five pounds of ammonium sulfate per thousand square by the contractor before acceptance will be made. B Replace,not in -vigorous soon as weather permits, all dead plant~ and all plants Condition as noted during the maintenance period. 3. Import soil . if required. shall be free from debris, feet of landscape area and soil amendments per section 2.01 . roots, and large rock and shall be of the same structure J. Acceptance of lawn areas will not be made until lawns have 3. Irrigate all landscape areas for a period of four weeks to received their second mowing and all Dare spots have been 4.01 inspection of Werk in Progress: i and USDA classification as the site soil and shalt be g germination has taken place on all reseeded free of all deleterious materials harmful to plant germinate existing weed seed. If, after four weeks the re-setded and 9 being nanc t i for or manee g life. Fx ans;ve soil is no acceptable. Owner's Representative determines that additional irrigation areas. The contractor is responsibleA. Installations and operations in progress must be approved time is needed, continue irrigation until authorization to part of the installation contract and bearing no relation to stop is given by the Owner's Representative. a "maintenance period." at various Stades by the Owner' s authorized Representative. j B. Plant Materials: t 1 . Quality and sire of all plants shall conform to the 4. Spray germinated weeds with a systematic action chemical S• 39 Staking (see staking det'ails) : 8. In no event shall the contractor proceed from one state to t another of the work, without prior approval of the Owner' s California Standard Grading Code of nursery stock and herbicide according to manufacturer's directions. The referred herbicide for this use is Round-u ground in such a way as to authorized Representative. shall x No. 1 grade. Plants shall be vigorous, of P P' The use A. Stakes shall be driven into the minimize lama normal growth, free from disease. insects, insect eggs of other chemicals must be approved by the Owner, a to the ball of the tree, and shall be placed s Rep- g and la -vae. All plants shall equal or exceed any resentative. Herbicide chemicals shall be applied by a so that the tree will blow away from the stakes, except where measurtnents specified and shall be supplied from the weed control expert licensed by the State of California. such placement will cause damage by parked cars. source indicated when a source is specified. Allow two to three weeks prior to installing the lawn after use of the herbicide. B. Form loops around trunk with hose and .+ire ties, and securely 2attach through stake(s) so that slippage cannot occur. . Container stock shpll have grown in containers for at leait ane year, but not over two years. Samples For All Other Areas: ;. !0 Pruning: Pruning of nursery stock shall not be done prior to delivery. shall be shown to prove that no rootbound conditions plants shall be pruned according to standard horticultural prevai No container plants that have cracked or 5. Apply pre-en►ergent weed control chemicals to groundcover AlD broken balls of earth, when taken from container. shall areas. Do not apply to areas to be lawn seeded. practice by a qualified arborist approved by the Owner' s Representative. be planted except on special approval from the Owner's All cuts shall be covered by an applicatiorrof "Tree Seal" or equal , Representative. 6. Proceed with installation of shrubs and groundcover after colored to match trunk. Do not use lead base paint. removal of any weeds by cultivation. 3. Nomenclature wliforms to �.ustomafy nursery usage 0 3. 11 Redwood Bark mulch: All MWIA11 areas (except as noted) shall be for clarification, the term "multi-trunk" define . B. The contractor shall be responsible for control of weeds in all mulched (top dressed) with a minimum of 1" depth of nitrolized and a plant having a minimum of three trunks and a mixi- landscape areas through the final acceptance of the work. Any mineralized woodbark mulch. Remove mulch falling on hardsurface areas. mum of five trunks of nearly equal diameter. selective weed control spray or physical weed removal shat ; be the contractor's responsibility and the contractor shall repair 4. 1t Clean-up: DESCRIPTION of REVISION C. Tree support materials: see details. any damage resulting from weed control activity. 0 ATE A?MA OVE A. During the course of the work and at its conclusion, remove 0 Redwood Bark Mulch: Bark Mulch (top dressing) in shrib and 3.06 Soil Conditioning (also see Fine Grading section) surface material from the site and leave the premises in a neat CITY o f RANCHO C groundcover areas shall be J" to }" diameter nitrolistd broken and clean condition. bark 1" deep. Mulch shall not be applied to %topes o` 2: 1 A. Broadcast the following additives per 1 .000 square feet and or greater. Set planting plan.A�'f MULr4f Om�'fi mr-,Vices cultivate to a depth of 6": TRACT NO. 12590oiii6 E. Lawn from Seed: Manhattan Rysgrass S lbs seed/ 1 ,000 sq.ft. 10 lbs. 12. 12-12 commerical fertilizer Baron Bluegrass 21 lbs seed/ 1 ,000 Sq. ft. 4 cu.yds. nitrogen stabilized organic amendment & TRACT N 12590 iykling Bluegrass 21 lbs seed/ 1 ,000 sq.ft. PLANTING SPECIFICATIONS APPROY 0 BY DATE U � ;: 7 TY ENGMER ��-�r.-�� RCE. 2 39! O`p,NOSI:IPE / �y E• -^R,s y� OESIGH RECOMMENOEC y a Carlson •Woodward, Inc. r^-4-s- a J LIC. tlo. 1425 ,- WE-E_* ORAWiv Landscape Architecture OAT �TM AR92OF HECKED ULLEATOR CUfON1I631 OA AW IN G NO. f of CN00 TEL:(714)5I5-1137