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HomeMy WebLinkAbout1276-L GLENFED DEVELOPMENT CORP . 16601 VENTURA BLVD . P PC .IIS'! .. • ENCINO , CA L AIUND U_�' R A L —(818) 905 3044 P L ­­_ A TRACT 13425 RANCHO CUCAMONGA LANDSCAPE MAINTENANCE DISTRICT NO. 1 VICINITY MAP GENERAL NOTES SHEET INDEX I M Encroachment Permit shalt beoe obtained from the City Engineer TITLE SHEET prior to coillaencing any work. 2 IRRIGATION PLAN 2. All work shall be performed according to current City Standards and the ►Standard Specifications for Public Works Construction. 3 IRRIGATION PLAN 3. At the conclusion of rough grading, an agronomic soils report shall 4 TREE PLANTING PLAN be furnished to the City inspector, and all such recommendations from such a report shall supercede soils amendment recomts+endations 5 SHRUB, VINE, & GROUND COVER PLANTING PLAN shown on theP lans. 4. upon completion of installation, a maintenance period of one hundred 6 TREE, SHRUB, VINE , & GROUND COVER PLANTING PLAN and eighty (180) days is required prior to final acceptance of the 7 IRRIGATION DETAILS work by the City. Maintenance shall include slowing, weeding, irrigation, pruning, raising tree root balls which settle below 8 IRRIGATION DETAILS 99applying rade fertilizin and such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs, 9 PLANTING DETAILS replacement, cleaning and adjusting necessary to keep the irrigation system in good working order with proper coverage. Commencement 10 IRRIGATION SPECIFICATIONS PA 141 date for the maintenanceeriod shall be approved in wrTf n �-�tie P PP � Y City spec r. - - 11 PLANTING SPECIFICATIONS S. One controller chart shall be provided for each controller. T 5� Controller chart shall be the maximum size the controller door will G allow and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built �' nc system. However, to the event the controller sequence 1s t legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall be a blackline print, and a different color shall be used to show the area of �►NDS�A. coverage of each station. When completed and approved by the Public > Works Inspector, the chart shall be hermetically sealed between two �Q`��l�NARp , 1� d pieces of plastic, each piece being a minimum of 20 oils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts oust be completed and in place prior to final oc acceptance of work by the City. � I D 6. 8' wide x 6' deep concrete mawstrips ;hall be provided between all - i} shrub/ground cover areas and turf areas. Nowstrips shall also be VIGI Pf rIT`f rJW provided beneath Imetal fencing and where City maintained areas are •�jF ¢�� • adjacent to privately maintained areas. OF CALF 7. Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet field conditions as approved by the Public Works Inspector and _ project Planner prior to final construction. CONSULTANTS ENGINEERS S. Application of any cheimicals shall be by State licensed personnel. _ _ _ - 9. Any trees within 5 feet of walls, walks, curbs or other potentially ANACAL ENGINEERING CO. root-damaged hardsca a shall be installed with root control barriers. Prior to Dackfiliinq tree(s) Plantings, contractor shall have City inspect root barrier installation. 1900 E. LA PALMA #202 MAINTENANCE RESP. MAP P.O. BOX 3668 10. No trees shall be planted within 3 feet of curbs. ' - '= .= ANAHEIM CA. 92803 11. All trees are to be located: ten feet from any street light, power Landscape Architecture & Plaruung (714) 774-1763 pole, or reinforced concrete box; five feet from any drive approach, fire hydrant, underground structure (e.g., catch basins, vaults), 17248 Sky Pmfk 6091tT.rd • IfTine, C81lfernl• 92714 • 714.2614120 and sewer lateral or clean-out; and three feet from any water meter or sewer line. LANDSCAPE QUANTITIES K CA%.)CA o SQUARE FOOTAGE CALCULATIONS ,poo„ A •��� 19TH STREET 0 S.F. TURF 21,190 S.F. GROUNDCOVER DESCRIPTION OF REVISION DATE APP PALM DRiVE 480 S.F. TURF 350 S.F. GROUNDCOVER .fatter. aK.•— � `�� RING AVE. £1 S.F. TURF 4,816 S.F. GROUNDCOVER CITY OF RANCHO CUCAMONGA� �"s �2 19 TH STREET AT Icy �[ttcfrtn HIGHLAND AVE. 0 S.F. TURF 31,000 S.F. GROUNDCOVER V O � O TITLE SHEET a' ALAMEDA AVE. 880 S.F. TURF 640 S.F. GROUNDCOVER 8J STREET TREE TABULATION NINETEENTH STREET i 19TH STREET 46- 6MAYTENUS LAGERSTROEMIA INDICA (15 GAL TRACT NO 13425 MAINTENANCE LOCATION rN NO SCALE PALM DRiVE _ - _ APPROVED BY _ DATEZ � S LIOUIDAMBAR STYRACIFLUA 15 GAL TY ENGINEER RGG#t !!Z9/ RING AVE. 70 LIOUMAMBAR STYRACIFLUA is GAL. DESIGN j RECOMMENDED G LANDSCAPE MAINTENANCE DISTRICT NO. ALAMEDA AVE. 23 MAGNOLIA GRANOIFLORA 115 GAL.) DRAWN COVER SHEET — 14 MAYTENUS BOARIA lis GAL.) SF�WNA AVE. OF ��- 33 LIOUiDAMBAR STYRACIFLUA (is GAL.) �HECKED SHEET ORAWtNG NO. FNCH AVE. Q(, 11 PYRUS KAWAKAMp its GAL.) f SHEET--&/—OF . FIR VRE CALCULATIONS FOR VALVE A- l IRRIGATION LEGEND (THIS SHEET ONLY) DESCRIPTION PST LOSS SYMBOL MFG. MODEL NUMBER/DESCRIPTION PSI GPM RADIUS NOZZLE REMARKS c RAINBIRD 1806 W 00 LOW ANGLE 20 .7 10 FT 10H-LA SEE DETAIL D 2"IRRIGATION WATER METER C, 48 GPM 1.90 m RAINBIRD 1806 Iq'-t><100 LOW ANGLE 20 .3 10 FT 10Q-LA SEE DETAIL D Z 2"PVC CLASS 315, 1165' @ 4s GPM 21.90 `� RAINBIRD 1812 'e ''-x.180° 20 .7 8 FT 8H-FLT SEE DETAIL J 1 1/2"REMOTE CONTROL VALVE jai 48 GPM 3.60 r RAINBIRD 18129AM �6 U(,120° 20 .4 8 FT 8T-FLT SEE DETAIL J LATERAL LINE SYSTEM LOSS 3.44 O RAINBIRD 1812�AMIAjoUP 90° 20 .3 8 FT 8Q-FLT SEE DETAIL J PRESSURE REQUIRED AT SPRINKLER 20.00 RAINBIRD 1812�M r '�6�X 1800 20 .7 10 FT IOH-LA SEE DETAIL J PRESSURE GAIN DUE TO ELEVATION +I3.72 ;VATM METER j RAINBIRD 1812bkM 6141wo bN- , 1200 20 .4 10 FT 10T-LA SEE DETAIL J FITTIN(.kLOSS (20<7, OF MAIN LINE LOSS) 4.30 STATIC PS! f0 4 RAINBIRD 1812 �D MIIr, 908° 20 .3 10 FT 10104A SEE DETAIL J MIS('I I I.ANEOUS LOSS (50' + TYPE K COPPER) 1.25 V' RAINBIRD 1812 M i16 -J, 0° 20 1.5 15 FT 15H SEE DETAIL RI-I>1 ('1=.i) PRESSURE BACKFLOW PREVENTER 8.00 DESIGN PSI Si � ♦ RAINBIRD 18120N1 5� P Id , 1800 20 1.0 12 FT 12H SEE DETAIL J I����Fr�- F.CV,64PF- 00,00 AVAIL. Si .♦ RAINBIRD 1812 WB , 900 20 .5 12 FT 12Q SEE DETAIL J V RAINBIRD lbli w *0 Lir 180° 20 .7 8 FT 8H-FLT SEE DETAIL MAX. FLOW DEMAND V RAINBIRD I �14&M f1As ICp UP, 1800 20 .7 10 FT 10H-LA SEE DETAIL) TOTAL. PRESSURE REQUIRED FOR orrRATION 70.67 0 RAINBIRD 161'1.-i ;�*IIIP�r-Ur, 900 20 ;3 10 FIT 12 FT 12H-Lp SEE DETAILJ SEE DETAILJ WA-tER PIZLSSUREAT POINTOFCONNECTION 90.00 so RAINBIRD I�j2�4M ��'UI' 1800 1 20 0 pAT TAI \/ I 'e` RAINBIRD l01'LW N P fq'-11P, 900 20 .5 12 � 12Q SEE DETAILJ 15H SEE DETAIL) \ �5�")6 NEP/ �l Q Z RAINBIRD (bl,-ef'1 I b, °UP. 180 20 1.5 15 J O' RAINBIRD Ibi2t7lAM �T 0 900 20 1.0 15 T 15Q SEE DETAIL J SEE DETAILJ 'RESIT>UAL WATER PRESSURE 19.33 W D RAINBIRD 181a�7RM D��U CENTER STRIP 20 CD O RAINBIRD 1806'.2 `Hobf�Pi�END STRIP 20 .5 4X7 15EST SEE DETAIL • RAINBIRD 33D-LRC, 3/4" QUICK COUPLER SEE DETAIL K W ■z RAINBIRD EFA-CP-PRS SERIES REMOTE CONTROL VALVE SEE DETAIL B FEBCO 825-Y 1-1/2" BACKFLOW PREVENTER SEE DETAIL A �= APNg•TREE� - H NIBCO T-113 GATE VALVE;LIN SIZE SEE DETAIL E �� I + s� © CAL SENSE P Q?D-16, 16 STATION Mou I�ItJ A M 16t'1 ?-�' '•C '� SEE DETAIL H, N, O duttkAL n N 'F , • GRISWOLD 2280-AP PRESSURE REDUCING VALVE 1-1/2 SEE DETAIL I 1 ALL MAIN LINE PIPING AND CONTROL WIRES UNDER IOU �� ` \� PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. DATA INDUSTRIAL 220P 1-1/ LOW SENSOR SEE DETAIL L MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE �i-� ' NINETEENTH �f � - ' �' _ -- _- � - �---� APPROVED PVC CL. 315 MAINLINE; SIZE 2" AND LARGER SEE DETAIL,G (2x) THE DIAMETER of THE PIPE To BE SLEEVED. s�� APPROVED PVC SCH. 40 MAINLINE; SIZE 1 1 2" AND SMALLER SEE DETAIL G CONTROL WIRE SLEEVES SHALL BE of SUFFICIENT SIZE � •.�. APPRO / FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. APPROVED PVC CL. 200 LATERAL LINE; SEE PLAN FOR SIZE SEE DETAIL G LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO _30. s 1y APPROVED PVC SCH. 40 SLEEVE SEE NOTES 1&2 2. ALL LATERAL • '+ L �+ -� \Y - !�=; rel 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE h �t 4 :Y _ Q w ; _ - - �- VALVE/CONTROLLER SEQUENCE LY ►► ' PERMTT"I D BUT SUBSTITUTIONSROF�LARGER ,. DRAWINGS. SHALL BE >� •^ , � - y - . ` �: �� = ANU REJECTED r•" SIZES MAY BE APPROVED. ALL DAMAGED j tt ,r .i Y r �1►. % "� VALVE SIZE REMOVED FROM THE SITE AT THE TIME PSE SHALL BE _ ♦♦ ♦♦ ' - � � � . - � ` �4,,�•- �, , _- • �-� .... .. ' ' ■` �/` \ --•f-"1► - I� OF SAID REJECTION. ''� -�! . Q GPM PREVENTION DEVICES AND ALL 11 4. INSTALL ALL BACKFLOW BACKFLOW PREVENTER AS PER LOCAL CODES. T- \� ( ��G / S• FINAL LOCATION OF THE BACKFLOW PREVENTERyND S aL..l. M01 S 1.4 � � I,LNP t7f N AUTOMATIC CONTROLLER SHALL BE APPROVED BN U'f Y' W PRESENTATIVE. OF � �N.T•; S AUTHORIZED RE ' 1 ' POWER SOURCE AT CONTROLLER 6. 120 VAC ELECTRICAL O ' • & G CATION SHALL BE PROVIDED BY OTHERS. THE (SAI t.� M � ✓b �GhA.( If 'f�►t L,••?� P # ��61� �( Lo IRRIGATION CONTRACTOR SHALL MAKE THE FINAL \ l ' dN I� II� �/ ON FROM THE ELECTRICAL SOURCE TO THE . . I t�I.l ►N I� �K Vt� , I b D�t'I WAu, Y �'( GXAvI' I.A'�1'I 1= �� F � � i - � OI'.'TAI V �r%�'>• b• CONNECTION IL I've 0 U, 1� L �7) ( � I�WI� �I CONTROLLER. Gam+ �I-If ►�'f� I P � -7 � � 7. ALL SPRINKLER HE.�DS SHALL BE SET PERPENDICULAR TO �,,J OTHERWISE SPECIFIED. ��� t�� "�T' �i I� nv� � FINISH GRADE UNLESS �' r � A JUST D hal A � AD /4u� �' '� f � p� OR SHALL. FLUSH AND I I "i IRRIGATION CONTRACT y ��� 8. THE t OPTIMUM SPRINKLER HEADS AND VALVES FOR d �I`tf7 MJF?^I lJl�, ALL ���� r`' � ' N, COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, grA Ii* I 'I /r/✓�'v'r`I�-� 'T SDI1.q STREE"I•S,WALLS,ETC.fNZ YP WAt, Of 4Yff I05rEIIIII. 9. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, J2EFETo y�R- N. �O 4,+T J0,7 GALhEN4 EaU1PrlFNT lSgTNkATIoI`fj, ETC- SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 10. IT IS THE RESPONSIBILITY OF THE IRRIGATION II CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE \lwI 'L I DIFFERENCES LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS S FOR THE LOCATION AND JA-13\ lAASTREET INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH 2 1 NINETEENTH _ - WALLS,UNDER ROADWAYS AND PAVING,ETC sow-sow �'� � ��.� - ,f �, Il.. THE SPRIN I.ER SYSTEM DESIGN BASED ON A MIPiIhIL1M W �aYi �` ���.. '^1 v OPERATING PRESSURE QF fX/ PSI AND A MAXIMUM ... " '�"""'�1� ti '_��l FLOW DEMAND OF `>`1 Z;PM. THE IRRIGATION aiv T � � � `(y � R �- CONTRACTOR SHALL VEKIFY�VATER PRESS Q -gem _ PRESSURES PRIOR R TO ss... :' a ' �� II Y �i CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE vmftQ G� WATERPRESSURE [GATED ON THE DRAWINGS AND THE Q �,.. . '+Ik _ ', {y' CONNECTION TO THE U-fY5 AUTHORIZED 'r 'T .--mss- �7 - i '►' w I f AC AL PRESSURE READING AT THE IRRIGATION POINT OF 1 _ ` ; C{ .m •�_. k `)IM �y ,�� REPRESENTATIVE. 12. DO NOT WII-LFUI_L.Y INSTALL.. THE SPRINKLER SYSTEM AS �..�• \ � SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE N ♦ - ••�+- ; /�,� � \\ " FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE •' "�� l� DIFFERENCES OR DffF•ERENCES IN THE AREA DIMENSIONS ZErte \ XIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE \ ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE HE �' I OUGHT TO THE ATTENTION OF T 16 AUTHORIZED REPRESENTATIVE. IN THE EVENT THis J • FF� �l NOTIFICATION IS NOT PERFORMED, THE IRRIGATION uj OWT COYNTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. V , 4 13. AL1. SPRINKLER.EQUIPMENT DETAILED NOT OTHERWISE OR SPECIITED SHALL BE INSTALLED AS PER MANUFACTURER'S Q \' 1 `��- I/Ii�sl I ► RECOMMENDATIONS AND SPECIFICATIONS. s '�' -. ►�N i-I � 1 ofd I1� F1 OL-I 14. THE BUZIGATION CONTRACTOR SHALL 124STAL L VALCON 5000 h SERIES ADWS (ANTI-DRAIN VALVES) ON ALL HEADS IN If�l I. M • �N 8 • AREAS WHERE FINISH GRADE EXCEEDS 4• i .1. N / 15. REFER To SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. ON DSC,@AF' SHARD '! At t �i or-'r TMS WEET Z-26 Qu >¢ DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA k IRRIGATION PLAN GLENFED DEVELOPMENT CORP. YNTENA AVE 1 VENTURA BLVD.U r+ttM � ENCINO CA 91436 818 905-3087 NOTE WffAL.L 6"x(e CONCRETE MOW STRIP,AT PROJECT LIMITS w I ) OW I 25 TRAC NO34 SCALE: '1"=40'-O" APPROVED BY - DATE 7� NOTE. o F RGA# � �• CITY ENGINEER / \CHARD '�� 7 RECOMM N ED INSTALL ALL CAL SENSE AND DATA INDUSTRIAL PER , s�5 � ��� �� DESIGN _ c3 m 1 MANUFACTURER'S SPECIFICATIONS AND RECOIM. 6,FNUATIONS. ' �` �` ,RAwN c SHEE T D , FOR ADDITIONAL HELP OR SERVICE CONTACT TOM GENTILE, T■A*RENARCE O!LOC111W GENTLE ASSOL`IATES AT 714 458-0129 _ WO sCALI dy, zi '} � Landscape Architecture & Planning ?' OF '' tl►\' CHECKED �n.•���r..r �..e....�•,..,..,e.n,...,.nn.•,,..,•1..... DRAWING N0. °F °►���f°� JV JOB # 10-00596-04 /,27( -L SHEET�O_OF . � ( ��'AT► I n� f°1�W M DE'fA I, VWIOJ VOP BGG w ►A�e S. S7"RcP 3 Q -t M m ® ��y �ly I• ® ly/ 1111 Ih - I 3/Y r �' /t T HIGHLAND A NUE A.I � ��, N ® 2" ,.——— > „ ;,. dow solo Wlh" o 3 W \ ® Zr I'4 2N y -10 C ly SM& P 1 9 0 1/W rL-0A Demt"O -�iS -G M pKp,, CefrAI05�RNR�jFIND ; Ii0 1 IIS) FI�,{'`\ �1'1Or Pe�. Grh' IRRIGATION LEGEND (THIS SHEET ONLY) SYMBOL MFG. MODEL NUMBER/DESCRIPTION PSI GPM DNS N0771REMARKS \ RAINBIRD 1812 `i�j g -u 1800 FLAT 20 .7 8 FT -FLT SEE DETAIL J fa RAINBIRD 1812 Ia16 �d END STRIP .5 4'x10' 815 EST SEE DETAIL VRAINBIRD 1612 W�5 (a16 3600 0 3.0 12 FT 15F SEE DETAIL RAINBIRD I1511 yets 180 -11P 20 .15 12 FT 15H SEE DETAIL) RAINBIRD 1612 s b .tr 3600 LOW 20 2.1 12 FT 12F SEE DETAILJ RAINBIRD 0 1812 Pr P �J t80 L � hN O M 20 1.0 12 FT 12H SEE DETAIL) V RAINBIRD Ibl2 �?4`� °6 �Iv IW' 20 .15 14 FT 15H SEE DETAIL) 4 TORO XP-300S SHRUB}2 UB ROTOR 40 6.0 38 ADJ. 07 SEE DETAIL TORO XP-300S SHRUB ROT 800 40 3.0 38 ADJ. 07 SEE DETAIL J TORO XP-300S SHRUB R Z, 900 40 1.5 38 ADJ. 07 SEE DETAIL TORO XP-300HP SHR P-UP, 1800 40 3.0 38 ADJ. 07 SEE DETAIL If TORO XP-300HP S , POP-UP, 1400 40 2.4 38 ADJ. 07 SEE DETAIL) RAINBIRD EFA-CUP _S SERIES REMOTE NTROL VALVE SEE DETAIL B CAL SENSE 2000-1 -TA - TION IN- A ,A�` M�1� 1 M�5 ('t`fl'� SEE DETAIL H, N, O FEBCO 825- 1/2" REDUCED PRESSURE BACKFLOW PREVENTER SEE DETAIL ISWOL 80-AP PRESSURE REDUCING VALVE 1-1/2" SEE DETAIL I ® DATA I ,S"IRIAL 220P, 1-1/2" FLOW SENSOR SEE DETAIL L 4 — APP > D PVC SCH. 40 MAINLINE; SIZE 1 1/2"AND SMALLER SEE DETAIL G .uVED PVC CL. 200 LATERAL LI ; SEE PLAN FOR SIZE SEE DETAIL G 110 - *n"!.(�G '� b 1. R VALVE/CONTROLLER SEQUENCE VALVE SIZE GPM FOR IRRIGATION NOTES, FOR IRRIGATION DETAIL, SEE S 5 - i t� MA�tro�F-vopm cet-*� P►bl viV I IiOth=�U��it4L, PeL P I�fAA, AL . GIAt,- *9 QW A ��71p& MA4J �S �P� AtAv �o 6 N PAID l4 Pte- u Fq-AVIfiig4i hG IG zGf 4W..#l' -VA l-C I* /�A'•1 �� '�''�'0�'101 a THlS SHEET DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA 1' IRRIGATION PLAN k� NINETEEN� TH STREET GLENIFED DEVELOPMENT CORP. palm Do. + 16601 VENTURA BLVD.- ^140, LVD.•"1NO, CA 91436 (818) 905-3087 ►.�rccxrN � SCALE: 1 "=40'•0" CT NO 13425 � C - `PN JSSPF' APPROVED BY DATE -7 � ,ARo .�� �� CITY ENGINEER RGA + .W =�S 1a• ��� DESIGN RECOM m ENDED R 1 A - MOO" DRAWN SHEET VICMJI TY AP ��� d --� M _ ►a 3CAII tTl' o.r ' I�� Landscape Architecture & PIaMjrjg a OF OFC/►1.1�a CHECKED .».•$., •... A.. ....�. c•ui•..i.•..�.•, ....�.,�.. DRAW I JV JOB # 10-00596-04 2 SHEET.LL�OF—/--eL AL . .. . . . . . . .. . H F-Vr m4 of fr'lz-TeN , r�- 1�YMBo >,MFer• MoD -NUMgE?IP�E04F-1rn0N P &I &fM FAP 1U4, NszZL,e 9 W,►R.K-c-- -- *4b — y al rl�P-D i�i2 r'1 SIR-�18 �p;Or wo 20 :I g Fr BN-�-�t Pew J a �LA I H I W lop yM tet•N P FOP up, W � .� 10� 10++11. SeE Dtrt�f�J ♦ v ANPftV }512>�M G QifzuePOP-UP, Ibo' 20 .7 $r- 81+-.FLT ,fig W-rAIL, J 50f41p fi �t1�D� Y�41-41`� "L4J�$ 4vw PV,/- Zcto LA-Te'r-AL fir ; s j1A N fes-6,)2,e t,�-p-rAI L 6 ail V�% '4- is I 11� I 1___0 Got.ItJ �C1'o Mat�1 H �001 - 00 1000 �N (�, ( ► 1- % / / FOP (*1Gr�4 101 t ei 5�sf�75 -7i 8. � C No-t�., ► At.L AV, <.�--�� AND P*rA Ih1vu��yAL, MulrM� MfL 1ANu1✓AriruW s R�coNt eNv�rin,. v+! t� d�8-tilts. Lk,W oNC- CAVA!1r4&P, M DWfU W, ,�,eN 1�-� rte-6'eftY VA►,vEs © JeEV�s'ioN/��/t f'//EET z, N/G�,4�va rgvE�NiNET��Vry�Cr: 3-�9v �� THIS SHEET Lt �C �lJi t. i �tviiiN DATE APf R CITY OF RANCHO CUCAMONGA IRRIGATION PLAN NINETEENTH STREET ►t �/ Er�c� ��_ GLENFED DEVELOPMENT CORP. 16601 VENTURA BLVD. MJt[1h1 .Vf_-- °`LV D. ' C �{ ENCINO, CA 91436 (818) 905-3087 SCALE: 1 = 40 -0' TRACT ND , 3425 � G aosc APPROVED BY V _ �A �A C � ITY ENGINEER __ _ F.�� # ;�t CuMMt NL!E Pic AL k rn cc 0 VICINITY MAP -- »_ x.c[ JOB # 10-00596- 54 `ISE `i ��,�0 _ . s7',eCP dr 1 1 � o - W � m HIGHLAND AVENUE - \c W - - / AZ 32 + v Sir OU OVER LEGEND ('THIS SHEET ONLY) OL BOTANICAL NAME COMMON NAME SIZE(NUMBER) OROUNDCOVER \ 1\ ACACIA FEDOLENS NCN 1G @'51 O.C.WKV /GAZANIA'MMUWA YEL AW� GAZANIA FLATTED AT \ 12"O.C. ® Fo*VF400 0TV*WA-9,, IG @*'O.C. 1 PIOUS ,4&L n�,6S W'GAZPNLAN7ED 1 L �0'fE: AACb -f off* M1J '� G1'F( � I�'1'01� FLATTED AT F��To !e I'VF-AMWA 12 O.C. s �►F144-oLj LeKI6 � - e — — - 9111 v� HIGHLAND . AVENUE - 24 � 5 1 -A 4C t�r/r7 _ \ JT e J -42 55. ,� r ,V yN_ kti h S PLANTING LEGEND (THIS SHEET ONLY) SYMBOL WrANICAL NAME COW9640N NAME SIZE(NUMBER) t"1 A"Odi 4 \ I I TREES EUCALYPTUS CAMALDUL.ENSIS RED GUM 5G (10) rt*-f,mj (w,4. t + ) MAYTENUS BOARLA MAYTEN TREE 15G (21) 40,49. 4 . PINUS HALEPENSIS ALEPPO PINE 15G (11) rvF- � �O f�'�{�(. � 0•G• O V`Nusc�AF Qr` Z -+ fL-407I N ro -0 T- 4• • -1& 4s\vw*Av\% OF CAI if % „� THIS SHEET DESCRiP?IbN OF REVIfi100 m C`ATt a APPR. CITY OF RANCHO CUCAMONGA TREE PLANTING PLAN k • SHRUB, VINE, & GROUNDCOVER PLAN INET EENTH STREET wT« AVE � GLENFED DEVELOPMENT CORP. '"i”OR. 16601 VENTURA 0.LVD.- 1KTUXTM INO, CA 81436 (816) loss-30=7 C -) 1342r- APPROVED 342rAPPROVED BY � DATE � CITY ENGINEER # 6914. S. P. OESI�N .., RECCE l .N VIC"TY MAP DRAWN SHEET No sCut SCALE: 1"-40'-0" _:. • � � l.ancluape Ar( hitc�, tclrc ,z 1'lail1)11112 CHECKED DRAW I SHEET F DONSTRUIC110N MOM FOR 3TRFF.TTRF.E3 PUB UC 1. ALL STREET TREES ARE TO BE PLACED iN ACOORDANM PLANTING LEGEND (THIS SHEET -ONLY) � WriHCITY STANDARD 601. SHEET t ALL STREET TREES SHALT. BE STAKED AND FLAK= SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS SPACING ONLY) ACCORDING TO CITY STANDARD 605A. 3. SOIL FERTILIZING AND CONDITIONING SHALL BE IN ACCORDANCE WiTH SECTION 212-12 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. RE 1 TYPE i ORGANIC SOiL AMENDMFNTS SHALL BE USED WITH GUM 15 GAL. 10 D.L. THE RATIO OF 1 PART ORGANIC AMENDMENTS TO 3 PARTS • LIQUIDAMBAR STYRACiFI-UA SWEET GUM SOiL. ALL AMENDMENTS ARE TO BE PALO ALTO G THOROUGHLY MiXED PRIOR TO BACKFILLING. OYTENUS BOARIA MAYTEN TREE 15 GAL. 20'O.C. 46 4. FERTiL17.ATiON OF ALL STREET TREES SHALL BE PCR THE MA RFCOfNMFNDATIONS OF AN AGRONOMIC SOiLS REPORT INDICA CRAPE MYRTLE I LAGERSTROEMIA 15 GAL. 20,O.C. 46 FURNISHED TO THE CITY INSPECTOR. S. NO STREET TREE SHALL BE PLANTED WHERE THE-CENTElt l P�NI�I OF THE TRUNK iS CLOSER THAN THREE FEET (T) TO THt l FACE OF CURB,UNLESS OTHERWISE NOTED. -{} STREET LIGHT 6 ALL STREET TREES ARE SUBJECT TO INSPECTION AND TT ACCEPTANCE BY THE CiTY ENGINEER. FIRE HYDRANT a1iA�l-rl-N PLANTING NOTES I. THE CONTRACTOR SHALL MAINTAIN A QUALIFIED SUPERViSOP O`1 THE iJQ4/fj�/J �IZ� SITE AT ALL TIMES DURING CONSTRUCTION THROUGH COMPLETION OF T, ��� `��h��� PICK-UP WORK. 71 WEED CONTROL NOTE: 2. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANT1T17S PRIOR TO INSTALLATION. PLANT MATERIAL QUANTITIES LiSTED FOR PRIOR TO PLANTING, ALL LANDSCAPE AREAS SHALL HAVE WEED CONTROL, AS FOLLOWS. CONVENiENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. LL TWO WEEKS AFTER INSTALLATION AND INITIAL OPERATION OF IRRIGATION SYSTEMS, APPLY �/��i,�� 7 E Z O 3. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER 2I I-rl"1 G /^r�� L SiR- E_ ROUND-UP (OR APPROVED EOUAL). WAIT 7-10 DAYS, RESUME IRRIGATION FOR TWO WEEKS, GROWN TRCES, SHRUBS AND ViNES, INCLUDING SEEDED .AND SODDEr) AND RE-APPLY ROUND-UP. WAIT 2 WEEKS, AND PROCEED WITH PLANTING, HYDROSEEDiNG, TURF, HYDROMULCHES AND FLATTED GROUND COVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING �� • AND REGUALR IRRIGATION. OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GI1YING OF TREES AND THE \ f♦ _ Err CONTINUOUS PROTECTION OF ALL PLANT MATERiALS UPON (HEIR 11LL11 NINETEEN�fH ARRIVAL AT THE SITE. . .r+ . � W _ l n 3 a. GROUND COVER PLANTING SHALL BE CONTINUOUS UNDER .ALL TREES i •'` AND SHRUB MASSES AS SHOWN ON PLAN. `Il I S. ALL PLANT M 1FF.RLAL SHALL BE SUBJECT TO APPROVAL BY THE I�D �q�V LANDSCAPE ARCHtrr.CT A`DCITi' INSPTPiPRIOR TO INSTALLATION. Vf� 1"� 'r10K_, I�I A. ALL BOXED TREES SHILL BE SELECTED AND SPOTTE^ BY THE 42,0Trl LANDSCAPE ARCHITECT OR CITY" :EPRESENTATiVE. �iE iiiff ILL T• •�� G /-� 7. ALL VINE RUNNERS SHALL IT INSTALLED WiTH THE NURSERY STaK,-5 ii flr p _ _- �j� w ' ,�A�+ REMOVED ANDVINC RUNNERS SHALL BE EXPALiERED TO THE fff i!f ` .` f y." �_ ♦ ' ADJACENT WALL. AA__ AA6v_ E. ALL SOIL PREPARATION SHALL BE INSTALLED AS PER THE SOIL "Y -Y AGRONOMY REPORT TO BE PROVIDED AND PAiD FOR BY THE SUBCONTRACTOR. THE REPORT SHALL BE IMSIEDIATELY FORWARDED TO THE CITY INSPECTOR W v0p Q � / �� 9. THE SOIL AVE,mm[NTS SPECIFIED ARE FOR BIhniNG Pt'RPOSr` ,`,4# �iy. 1 THE CCANTRACTOR SHALL PROVIDE roll A S T S A R `OSIY REPORT FROM AN APPROVED SOILS LABORATORY ANDIOR ANY \"r'-;, NAL O SPECIFICATION PROVIDED BY THE LANDSCAPE NRCHITCC7 "'RIOP TO INSTALLATION OF PLANT MATERIALS. W 10. FOR ARCA TO RT. LANnrCAPCn, THE FOLLOWING AMENDMENTS SHALL 7Q REII S OFRMLY B OM' S [<II^LTHOROI'GHLY INCORPOR>TED BY � 0515-1t,61'k-y: 0 \ AMOUNT PER 1,000 SQUARE FEET • CUBIC YARDS NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED FROM REDWOOD SAWD'.ST, FIR SPECIAL CiTY PLANTING NOTES 15 LBS. CEDAR SAWDUST. f �iy� IS LBS. SOIL SULFUR r 13 LBS. 12-12-12 FERTILIZER GLENFED/RANCHO CUCAMONGA,TRACT 13425 OCTOBER 25, 1988 11. THE PLANTING PiTS FOR BOXED TREES SHALL BE EXCAVATED TWICE THE DIAMETER AND DEPTH OF ROOTBALL. THE PLANTING PiTS FOR 1. UPON COMPLETION OF INSTALLATION, A MAINTENANCE BOXED TREES SHALL BE EXCAVATED TWICE THE DIAMETER OF TIE PERIOD OF (180) ONE HUNDRED AND EiGIIIi DAYS IS ROOTBALL WiTH A MINIMUM OF 12" FROM THE BOTTOM OF THE REQUIRED PRIOR TO FINAL ACCEPTANCE OP TMR WORK By ROOTBALL TO THE BOTTOM OF THE PLANTING PIT. THE BACKFILL MIX THE CiTY OF RAINCHO CUCAMONGA. MANCE SHACI. FOR USE AROUND THE•ROOTBALL OF ALL TREES AND SHRUBS SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PKl .Ow' -,RISING CONSIST OF THE FOLLOWING FORMULA:�b OIDpn�1(•1 I n l_ GFX. TREE ROOT BALLS wHtClt SETTLE �Etpw GKAnI . � I ' _1 FERTILIZING AND APPLYING SUCH SPRAYS AS ARI: NECESSARY FOR PROPER CARE AND UPKF'I:P \i\1NTI.NANCI 6 PARTS ON-SITE SOIL ALSO INCLUDES ALL REPAIRS, REPLACAmONT. CLEANING 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE SOIL AND ADJUSTING NECESSARY TO KEFP T}ie IRRIGATION PREPARATION STREET SYSTEM IN GOOD WORKING ORDER WITil PROPEL c Ov FKAGF I LB./CU.YD.OF MIX 12-12-12 COMMERCIAL FERTiL1`ER 2. PROVIDE ONE CONTROLLER CHART FOR EACH CONTV.OI-LER 2 LBS./CU. YD.OF MIX IRON SULFATE 1 � ���� ���� TL t SUPPLIED, OF THE WING lT SIZE THE GOIrfRO0 li 1 r, 10 LBS./CU.YD.OF MIX AGRICULTURAL GYPSUM NL'll.l. ALLOW, SHOWING TETE AREA COVE1tEO I+\ 1111: AUIOMAT1NESCAPE AREAS SMALL TEEN J REDUCED t DRAWING UOFE THE lACTUAL HL `A S E.l Il 1 �SYjTE.�L 12 BEIFERTiLIZED WITH BEST RTY (30) DAYS AFTER NFER FERTILIZER COMPANY STALLATION ALL DIS 5-WOR APPROVED HOWEVER, IN THE EVENT Tl 1 G NOT LEGIBLE WHEN 711E DRAWING IS RVINVED EQUAL, APPLIED AT THE RATE OF SIX POUNDS (6 LBS.) PER 1,.00 _ � IE co,'TROI I FR •I �,I ! Nc I is �GI i � I /.���.�. S�l'I'� FERTILIZER APPtiCATiON SHALL BE CONTINUED A / `t}4� ri f a� I I _.-. - --._ _ ENLARGF1) 1U A PRINT ANO A DIt FLRI NT CO&DK SHALL D- SQUARE FEET. FER iL O RVA DUKIN MAitiT PERIDP. USED TU 5H W FR AFTER ATM NTHLY INTERVALS G O THE AREA F TH- E U CUVEKAGF.(>F H `ETON ]( EA7r •art;?. WHEN COMPLETED AND APP V 's RO FD BY THE �� 1 R'S i FOR ALL STAKCI TREES. SEE DETAILS At D •�E•6 x �. v 3 T19. � REPRESENTATIVE,S ATI E 771 > � A � �. F. CHART SHALT BE HERMBICALLY — .w....r.•may. .. .............. O `I ••......., 1 FOR ALl BOX 512.. EE DETAIL-5, J_ _ � ( SEATED ESF1lVEEiN T1V0 PIECES OF 1'I.YSiIC, I � I'll � ! a r. TREES, S Ly Ai I-, B'(9 , ©LING A MINIM OF 20 MILS. THICK. MIC ( 11 \i i tillAlI. 1OF TAPE. •• l r - �` \��• BE MOUNTED USING VELCRO OR APPK(iVI U 1(.11 \1 1)Ill, Q 1 7 \ , a / -• fs FERTILIZER TABLETS SHALL BE 4f-06r"tit- TABLETS • THIISE CHARTS MUST BE COMPLETED AND IN I'1_v E PRIOR IN QUANTITIES AS FOLLOWS: TO FINAL ACCEPTANCE OF TFiE WORK BY'TFIF.Cf Il ` • 1 GALLON SHRUB W \'ipr MOA s �I�1� t/ IGN�f yV•+wl � — i 3. 6' MOwSTRiPS SHALL BE PROVIDED RE 1��l [N ALT. 3 • •• . S GALLON SHRUB AND TREE • i SHRUB GROUND COVER AREAS AND TURF ARI �-q • L \S. P n OF, G� MOWSTRIPS SHALL ALSO BE PROVIDED WHERE CITY 15 GALLON STREE B IR,_15 i I 1 MAINTAINED AREAS ARE ADJACENT PRIV ISGALW` 7RC.0 W _ T aTEt Y' I,t-15 ._� IA ��I� I F�II� F'I"i` MAINTAINED AREAS. �Q7JC v �IG z , J >R IFJ / 4. SIDEWALK LAYOUT IS CONCEPTUAL ONLY.F M YI'PRtIt'AL OF nAceTAsLorSATFIALF THF nrml OF THE R(1OTBALL. �n . p 111E FiNAL SIDEWALK LAYOUT SHALL II \I)1 IN 1111. T ! � •• R • FIELD AND ADJUSTED AS NECESSARY TO VI I1 VIIII) M 71 I AL404 4 ••ii/f� `�, • INSPECTOR CONDITIONSAS APPROVED BY ANT) PROJU T PLANNFRtI PRWill Rl I10"FIN AL Z I O r"��1 , - " ' �IvIG ��C/��, 1� it fa& 7*`� CONSTRUCTION. Any trees within 3 feet Of walls, walks, Curbs Or other Dotentlally V11y_�j�l�rnWIA I0(0li X X :1 � 0gir V4AL-1vo � f ' I N � ' ff E root-damaged hardscape shall be installed with root control ^epi �1�/L(' I 1!i*'l � U0 PAO maS. ANY TREES WITHIN 3 FEET OF WAL1S. WADS CURBS. UR�`�f� S I "�I I I f OTHER POTENTIALLY RODT-DAyfAGED NARpSCJtPf SH tt L BF containers. Prior to backfilling tree pits contractor shall have City Q I �j Al ` yC �� f*IEEE t INSTALLED Willi ROOT CONTROL CONiAINER,, PRIOR 10 inspect deep root container installation. 7< 2 1/' 5 � �A "/ I�GffAj� �'� IV f f f, BACKFILLING TREE PITS, CONTRACTOR SHALL HAVE CITY All trees are to be located: ten feet from any light standard, power I " ECT L�M1T LIN 1 I i>ll INSPECT DEEP ROOT CONTAINER INSTALIAl10141 ��,//���� AIL�I� ��(�� r �► 9 (I Dolt, o- reinforced Concrete box; five feet from any drive apr?roecn, PROD Rf•f f f!!if Q I �� �I"�1/'w ' G ✓�F�'r� / 6. ALL TREES ARE TO BE LOCATED: TEN r6FT FROM ANY fire hydrant, or underground structure (e.g., catch basins, vaults`; and LIGHT STANDARD, POWER POLE, OR REINFORCeD (-()NCRETT three feet from any meter. BOX; FIVE FEET FROM ANY DRIVE ArrptoACH. FiRE t HYDRANT, 9R—URDERG UND STRUC'TIJ" A 6. CATCH Sidewalk layout is conceptual only. Approval of Live final sidewalk i BASINS,V ACTS);ANDTTIRrF FEET FROM AN) ME'T"t layout shall be made in the field. and adjusted as necessary to meet field conditions as approved by tkie Public Morns Insoe--to- art P-clec: J AR© � ,'� Mn Planner prior to final construction, lit s ?-1 -96 � e010"A4 �r y �lb''a Z N I J� DESCRIPTION OF REVISION GATE APPR. Tors ,��� 1•��"�R° ,��► 'LSOFL � CITY OF RANCHO CUCAMONGA Mi1KJV� . vJ `' Np, 1IVs OSA s sIla 0 -� TREE PLANTING PLAN W Dab NNTEIIri AVE. At 7T ��� GLENFED DEVELOPMENT CORP. PALM DR. OF C/t11F0 16601 VENTURA BLVD:' la?[THWTH v ENCINO, CA 91436 (818) 905-3087 SCALE: 1"=40'-O" TRACT NO 13425 Ii` SITALL lieW CONCRETE MOW ST HP AT PROJECT LIMIT � W APPROVED R YD A T E { 4100• COmDletiditi Of lliitiliition, a Maintenance pfri0d of (180) one p R hundred and eighty days is required prior td final acceptance of the CITY ENGINEER FOR PLAOMMIG DETAIL89 WE WWrr work by the City of Rancho Cucamonga. Maintenance shall include mowing, DESIGN RECOMM NDED weeding, irrigation, pruning, raising tree root balls which settle Delo.., /_ _.r 1- D. R R grade, fertilizing and applying such sprays as are necessary for proper w { care and upkeep. Maintenance also includes all repairs, t placement, cleaning and adjusting necessary to keep the irrigation sysf4m in.! ood " SHEE i MAINTENANCE !OCM7M NAP g DRAWN working order with Groper coverage. ALL tREtf3 PLANTED WITHIN S' OF, MARX No SCALE - I/ A-- OF SHALL HAVE DEEP--ROOT BART MILLI - Landscape Architecture & Planning CHECKED ,01.6I90 DRAWING NO. MOTS ALL TREES SHALL BE PLANTED NO LESS THAN 3r MU ANY CURB JOB # 10-00596-04 /;Z•7(o-L• SI-IEETL_OFZ. 4 xY x1ti9sMA GOMPno /- m O 20Ul kY►�o5r� �°M�Y�'� s E - - W NINETEENTH _N P O flz-QI em U H I'f WI-TN v G�� Tvo AFP Q, AREA TO BE MAINTAINED 1N•PUBLIC R.O.W.' 19TH ST.: 0300 S.F. GROUIIIDCOVER A PLANTING LEGEND JTHIS SHEET ONLY) PUBUC 'S'eJ (THIS SHEET SYMBOL BOTANICAL NAME (,`OMMON NAME SIZE SPACING ONLY) SHRUBS OPHOTINIA FRASERI NCN ��L SI 1 D.L. Z3 lei ���r� Gott �A . 9 )t`(I.v5M�A �°!�'I'A �}1 n M -rel ISA O STREET XYLOSMA CONGESTUM 'COMPACTA' NCN O'IAI� �I'o1�0.(. 187 56►A1. ��- _ �� BOUGAINVILLEA'BARBARA KARST' BOUGAINVILLEA PFR oermt. ^E" 076,� Fiet ft- Vv 18 NINETEENTH PARTHENOCISSUS TRICUSPIDATA BOSTON IVY PERE DTAIL. tt E" I &�AV Mr- TI`P 54 W _ � PITTOSPORUM TOBIRA'WHEELER'S DWARF NCN S GAL. 34.O.C. 41 O _ pb 141 CD GROUNDCOVER Ui 1 , \/• /, `; ,� - \ �I 1 / \\ I GAZANIA 'MITSUWA YELLOW GAZANiA I„U'"161ULAIL � 4 �� �,�"� � �EI`I'I�'lNIAL�7D b9° F��% 'NI2•F i W �j ,_ PITTOSPORUM TOBIRA'WIIEELER'S DWARF NCN W AI() ' �� o��� �R ` +�, -I q , �I l- F ,moo �,,�.►sc�A4 gossips % *1116 2Z Z ♦� EL` Q- �NARp prtojFCT LIMIT L *�� ! ftp �• +NIa f f I W —4 1 f���( I•I�h' r JrfN � � � Vl"T w1,14 Awl"Z vjo aF w" '� B►" ate° Au�wo OF ",L- AREA TO BE MAINTAINED1III PUBLIC R.O.N: 6rt�T DESCRIPTION OF REVISION DATE APPR. 19TH ST.: 10,000 S.F. GROUNDCOVEF% 1300 S.F. TURN CITY OF RANCHO C U C A M O N G A INSTALL Wx ii" CONCRETE MOW STRIP AT PROJECT LIMIT S • — -- k s SHRUB VINE & GROUNDCOVER PLANTING PLAN ''E n GLENFED DEVELOPMENT CORP. VMTV"A AV[, PALM oR � � 16601 VENTURA BLVD. ENCINO, CA 91436 (818) 905-3087 N SCALE: 1"=40'-0" TRAC ND 13425 W APPROVED BY DATE �T CITY ENGINEER -- RGA DESIGN RECOM ENDE FOA PLANTING P15<AIL-6, SEE SET , P. R R Ala G DRAWN ,- SNEF_T NG NOTE SEE SHIFET _ . FOR PLANTING S'+ rAn0ENILNCE LOCATIe�t r� NO SCAL[ OF LanArchitecture chni itecture & Planng CHECKED .i...•►r►..b 90.10...,.1..66.,c611110..f.9..-4•,6....8.16.. DRAWING N0. i JOB # 10-00596-04 /.2760-e— OF SHEET-A i V ... .. . .. . . . L — L �- �� L � f't'N 14✓ L� At, !o fit: t � I�'P�IK' PU�s�t� 11F4t� Ao"ML 5YMOOI. WrAR 44, SAME (CMMori NAMe sIZF � 5 *Y'(1 012 I)kF-J ► O MAY?�NU S'ROfAf�,k f4AYTV-1,V-v:C- )5 6ALt, 4 20$OZ. 5 &Y (.AwexoE�M1A IpimA, In 4wv Myr-Tle 15 CqALL-04 20 0241. � � �A�t•I'rrrf 0. � i Iy NoP'(P-M,To Do T.W MF- 6& i /� a •.• •.. •.• •« •rte AP. DeW 144 I - — - -- - -- P•t�'I'11�61 i��r�n ('fHis y�}��f o0 LY) x o'o" 4 a SymeoL. POTX414m; t4mD 60M" omo (1uKW) yk/, ArrrvorJ�- �oU Np�F Pte- y � µiA 'Mrt'su Yewo�i' A"IAS fLA-0v AT 0"0.0 W'� M lrof AAz'wive mj&- w16t �i•-� • � � �� � xYl�a� r�g�ut� '�1r�CA 5�. �'a.�. ��our� 000009 . . �fHP� � /� oUb�-�1'► tY �, ! �� �a'(�•' �a� 61"o P GOYf - sPom H!�q roNt T q t MAI F. 0( Y Ft- / PEV/S/oN FoR f/VEET jf WlCoVZIrND 0 THIS SHEET CITY OF RANCHO CUCAMONGA IRRIGATION PLAN NINETEENTH STREET GLENFED DEVELOPMENT CORP. "aTcc— l' •~4, 't 16601 VENTURA BLVD. ,,moi �-- ` + ^qty a' ENCIMO, CA 91436 (818) 905-3087 �►NDSC., SCALE: 1 = 40 -0 TRACT ND 13425 I iV NAR° �yoI-p- APPROVED BY DATE - - 465 �, = CITY ENGINEER - W uj N I r R t (� Slonsturs _ s y ' VICIMTY MAP Lo SCALE — FOF CAl%FO"�c - -- �n �kaE�c Anhltc�lurr & 1'l.�ruun - (0b -, tit l M t i ift. 1 /,r• ••1,,,• 1••1•. .111•r. .••r•. •,• .,i I,.o w •r \vJOB # 10-00596- I4 /a-7 6—L SHEE-10F-I�, ROUND CONC. VALVE BOX & COVER MARKED "IRRIGATION GATE" I "CHRISTY" FL8 BOX b FL80 LID (OR EQUAL) _J BLOCK WALL A� R VOTE 3" IN PLANT BEDS FINISH GRADE �j NOT( 1. tOUt►►MCrt TO IE INSTALLED AT A MINIMUM OF A FROM ANYSTRUCTURES `j�j► 1. LOCATE MEAD 2" FROM WALKS, CURBS, HARDSCAPING, NOW STRIP, HEADER BOARD, AND� OR MAROSCA►iNG, 2. All ABOVE BOUND ASSE)!LY SMALL RECEIVE (2) COATS OF REO /a(MER AND (1) COATDGE Of LAWN. -_ EXTERra ENAMEL lll �` -=111111 COLOR AS SELECTED Ir LANDSCAPE ARCHITECT, GOND 'IRRIGATION �x + C.I.C1COYER SHRUB EAD/BUBBLER 2. LOCATE STREAM SPRAY/BUBBLERS 6" fROPI ALL STRUCTURES, AND SPRAY HEADS 12` FROM ALL MARKED "1RR16Alox RCv' STRUCTURES IN SHRUB AREAS BUT 6' FROM All STRUCTURES IN GROUND COVER AREAS. �. WHEN UNi1 IS REIT TO A STRUCTURE (1R. WAIL. 1UtlOiNG, ETC. ) MOUNT TEST COCKS ON 'CNitISTY• MOX 1 LID �'�� FLE isER I OPEN OR N IS NEXT TO SiTR 3. USE TEFLON TAPE ON All MALE THREADS. ILII MINIMUM 1/ X 1/2„ FPT X FPT II I! __ ___ ____ TO SPRINKLER - ANSLI PT►E TO EADED COUPLING 4, INSTALL AEAOS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS z — LINE SIZED BRASS -- - - BACKFLOW PREVENTOR ASSEMBLY SPECIFIED DEPTH WITH 4S• ELLS ANTI-DRAIN VALVE) " PER THE 1RRIGAiION PLAN. GATE VALVE ' SCH 40 PVCMALE ADAPTOR SCH. 80 PVC NIPPLE co BRASS NIPPLE TYPICAL (4) PLACES 1/1” ABOVE FINISH GRADE POP-UP SHRUG HEAD I ' SCH BO PVC UNION 1/2" X 1/2" F PT X F PT BASS 90• Ell Tr►iCAI (2) PLACES BRASS MtPPLE THREADED COUPLING FiNISH GRADE ElulBRASS GATE VALVE e «. •SNAP-TITS• WATERPROOF CONNECTORS _ H BRONZE 1• IN LAWN AREAS _ = ILLI) -= �' - - - HANDWHEEL __ T R --- I i 3r =III - A ll ��iIIiIlill �+ -'--'----"' BRASS NiPPLE ELECTRIC CONTROL VALVE CONCRETE _ 3' 1N PLANT BEDS FINISH GRADE � o BRASS WYE STRAINER WITH 60 MESH WALL CURmI►1111��_ 1 BRASS UNION MONEL SCREENFINISH GRADE 2" THICK CHIPPER MULCH • o • , �' °`'moo oo'..ec"•��o• �."oe z i 1 3/4 WASHED CRUSHED �T I AGGREGATE BASE • 17" G THiCK x 12" WIDE CONCRETE PAD -•�.' -� ' F I ' � -- o (LENGTH vARiES PER MANUFACTURER) z PIG TAiL EXPANSION I SLOPE TO DRAIN AT MINIMUM 21 = __ LOOP (MIN. 24' LONG) e. Z FROM WATER SOURCE3 FINISH GRADE -3 — _ SCH. 80 PVC NIPPLE �- BRASS ANGLE GLOBE .� VALVE W/UNION SCM. 40 PVC 90' STREET ELL SCH 80 PVC NIPPLE �6 _ E--FLp++ __ •' Z MARLEX 90° STREET Ell SCH 40 PVC MALE ADAPTORS (MINIMUM 4" LONG) IIIIMARLEX 90 STREET ELL Cb v �j O = 1 = —BRASS NiPPLE w. `'� -1 i� SCH 80 PVC NIPPLE SCH 40 PVC T:T 90 Ell mil 1, - I' 3/4' WASHED CRUSHED (6" LONG) _ i,� n _ AGGREGATE NOTE BRASS NIPPLE - TYPICAL -- IIII� � III 1 I I s (2) PLACES -=SCH 80 PVC NiPPLE ` J s REQ COMPACTION i2"x12"x12" CONCRETE `---- --{ '•�-- - ---,~CONTROL b COM" WIRE ` . I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. = REQUIRED — _ _ "---_`-- - NO PRESSURE LATERAL THRUST ILDCKS - TYPICAL NON-PRESSURE LATERAL LINE b FITTING I (2) PLACES MALL FOOTING LIN FITTING I _ SCH 40 PVC SxSxT TEE PRESSURE SUPPLY LiNE MARLEX 900 STREET ELL SCH 40 IPVC(2)MALE ADNOTE: MOTE 01� I. USX LON TAPE ON ALL THREADS� -= IiNE TO SYSTEMS 1• INSTALL CONTROL VALVES A M1NIN(JM OF 12• FROM STRUCTURES OR HAROSCAPIMG. TION_� 2. INSTALL VALVES 1N PLAINT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. l.� 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE 80X. C BRASS 90' Ell • TYPICAL S. ATTACH •tHRlsm VALVE( ) MACES ALE IDENTIFICATION TAG WiTH APPROPRIATE CONTROLLER AND VALVE N(?IBER ' TO CONTROL WIRE. TYPICAL SHRUB BUBBLER RI ER POP-UP SHRUB SPRAY BUBBLER GATE VALVE- 31' REMOTE CONTROL VALVE WITH / Or Smaller REDUCED PRESSURE BACKFLOW � � PREVENTER SHUT-OFF VALVE a UNION ASSEMBLY 1/2" ABOVE FINISH GRADE MI-POP SHRUB HEAD HAROSCAPING MEUG-I-Mlt6 ENCLOSURE FINISH GRADE ELECTRIC METER pllllu COLOR CODED MAP FOR VALVE K u. �uux •,r�,.' - LOCATION INSIDE (PER. SPEC'S.) \ RAINBIRD TSC (PLAN SIZED) . •V J :'. � 0� FINISH GRACE i / WALL MOUNT CONTROLLER - VALVE SOX j VER I IIIA - I 1 I I MOUNT WITHIN ENCLOSURE. ROUND OOHCRETE CO — 120 IN MARrEO •PRESSURE REGULATOR" CONDUITT(PERLOCALICODE)TEEL � I __ III I11 X11 Y1 I I ..--ON-OFF SWITCH AND 110 VOLT NLAWN AREAS E _ EXTERIOR OUTLET TO BE PROVIDED BY N PLANT BEDS FINISH GRADE F __ __ 11 i CONTRACTOR. IIIIII"- _ _ = LOCK NUT ' -- CLEAN BACKFILL SEE SPECS. FOR COMMON WIRE/CONTROL VIRES IH 3" N MATERIAL, 90% COMPACTION REQUIRE: FINISH ; _ I "` : ,VIII ^ — NON-PRESSURE LATERAL _ _ I I SCH. 80 PVC•,CONDUIT VILLI A CLEAN BACKFILL - SEE SPECS. FOR z �, GRADE LINE b SITTING = MATERIAL, 90% COMPACTION REQUIRED = '" 8" 2' X 3' X 4 CONCRETE FOOTING 'i 'IIID N O kiN. 7 INSTALL A k[NIMUM Of )" ABOVE MVI �a d GRADE AND SLOPE TOP TO DRAIN ' - II MARLEX 900 STREET _ ELL SAND NONPRESSURE LATERAL LINE �I' ? ! - AT A MINIMUM of zz `O •. .' ' i � - I _ i �-- z SNAKE PIPE IN TRENCH - -=- F VF 12 DIRECT BURIAL WIRING TO = NON-PRESSURE LITERAL LINE SLEEVE �li . +ill _�; �lj (Ilr__�I!I _ • — SIZE TWICE DIAMETER OF NON-PRESSURE r - % VALVES: BUNDLE AND TAPE EVERY � FIDE FROM METER LATERAL LINE I ,, � I 15 FT. O.C. INSTALL WITHIN MAIN PRESSURE REGULATOR SII - =- LINE TRENCH. CONTROL WIRE SLEEVE - SIZE PER PLAN T �, _ CQN ROt WIRES BUNDLE AND TAPE � N INSTALL ADJACENT TO PRESSURE SUPPLY AT is' O.C. AND INSTALL hW REFER To DETAIL NO. I� PREYEN�ORACKFLOW SCH 40 PVC 900 STREET ELL — LINE PRESSURE SUPPLY LINE NOTES: VIII II VIII : � ill (110 III , ; � FLOW--�i II III -� = �' �II ! 1 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES ° PRESSURE SUPPLY LINE SLEEVE - $LIE _ I LOCATION TO BE APPROVT^ IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTIO1 - I I MARLEX 90 STREET ELL TWICE DIAMETER OF PRESSURE SUPPLY �� PROVIDE 2" OF CLEAN BACKFILL FINISH: 2 COATS =- -r _3 SCH 80 PVC NIPPLE - TYPICAL (2) PLACES LINE 2. COMMON VIRE TO It WHITE AND CONTROL WIRE TO DE RED IN COLOR. 6" TYPICAL PRESSURE SUPPLY LINE: SCH.40/CL.3is 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. •• ' ` • v - - t2' TYPICAL z I ,�'„ `' �- ° �..u`� '� °�— ANTI-GRAIN VALVE AS REQUIRED SNAKE PIPE IN TRENCH 4. CONTROL WIRING SEQUENCE CORRISPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL "`:"�'�' u- "`s NOTE' VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. z - •• • '•'- NOTE: • NOTE: SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE iRRIGATIUN PLAN FOR a �J+ - " g c•4 CORRECT VALVE SEQUENCE. , = I , 1. LOCATE HEAD b« FROM WALKS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND j� 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90• CHANGES IN DIRECTION. S. RUN ONE EXTRA WIRZ (COLOR: ORANGE) To FARTHEST RCV - FOR FUTURE USE. II IIIfI� LOGE OF LAWN. 1. ALL SLEEVES TO BE SCH 40 PVC. I" 3/�" MASHED CRUSHED AGGREGATE 2• LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL . EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. BASE STRUCTURES IN SHRUB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COYER AREAS. 3. USE TEFLON TAPE ON ALL MALE THREADS. �Q 0.0osc.4AF. TYPICAL SLEEVING TYPICAL TRENCHING PEDESTAL MOUNT SPRINKLER PRESSURE REDUCING VALVE HI —POP SHRUB SPRAY W�' ARD � CONTROLLER a z was - 0 RAIN BIRD 3 LRC WITH YELLOW STRUCTURE OR RUBBER CAP - SUPPLY ONE KEY HARDSCAPING d PER 12 QCV'S INCLUDING HOSE OMB SWIVELS. FINISH GRADE - INSTALL IN ( OF `►A{-{F� _ – PLANTER BED ONLY 18" maximum 'T-- -'f -- - - - -- I SLIP BASE SOCKET OVER END OF WIRES cDESCRIPTION OF REVISION OA TE APP - STEP 1 -:. `.... IR 1 rftn-i�F� LSTRIP WIRES APPROX. S/9" FROM ENDS-TWIST TOGETHERC I TY OF RANCHO CUCAMONGA STAINLESS STEEL APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL BRASS NIPPLE - SCREW CLAMP /'� BRASS 900 ELL MINIMUM (3) PLACES / CAVITY WITH SEALER BRASS 906 STREET ELL J BRASS NIPPLE - 6" LONG– t4 REBAR STAKE STEP 2 ' - DETAILS EBRASS 90° STREET ELL (24" LONG) `–� L LPLIT CRIM2 SLEEVE OVER aIRE ENDS-CRIMP SLEEVE AND CUTOFF EXCESS WIR_ /—PULL BASE SCCKET OVER ENO AS FAR AS POSSiBILE NINETEENTH STREET J STEP 3 3C.r .� RUSH SEALING PLUG i!ITO BASE SOCKET TRACT NO 13425 — PUSH WIRES TO _NO OF SASE SOCXET TO ASSURE APPROVED B Y DATE- COMPLETE SEALING OF CONNECTIOM - - - CITY ENGINEER A _ - - STEP c - -3'� _ DESIGN` / RECO .f1BC>fp' PRESSURE SUPPLY = •�} A � LiNE FITTING RAINSIRD SNAP-TiTE WIRE CO'INECTOR Y `_ — PRESSURE SUPPLY LINE DRAWN � _ SHEF T WIRE CONNECTOR landscape Ardh;tecture & flanrung K QUICK COUPLING VALVE WITH METAL STAKE CHECKED ►•- • •-'••••'••P.4 ••• 1.00 DRAWING 00 _J `1 JOB # 10-00596-04 /276—L SHEET�OF LI . '.NAP-TITS' RIC JL94M PLASTIC. VALVE BOX . 1' Tr TURF AREAS CCOOENNET TOR WITH 2-6' EXTENSIONS AND 2' IN SHRUB AREAS LOCKING LOVER. BY AMETEK _ FINISH GRADE OR EQUAL. FINISH GRADE UF14 = COMMON WIRE SENSOR �' EX ION ' CONTROL : : : : : .I WATER-PROOF —— �� � xaat • • • • =1 ( I �-_~ VALVE BURY WITHIN CONNECTIONS I I ' I .JIB•tB0 BOX --CONTROL. � ROUT SYSTEM 5 PIPE DIAMETERS _ �' RED 10 PIPE DIAMETERS \ — ( ANY LENGTH L_ — FLOW 14 AWG WIRE TO SENSOR MAIMLINE 4, o da EX I LNSM 6• MIN. a d ° PEA GRAVEL 2' 42r DRAIN SUMP , . 30' MIN. OL WALL MOUNT CONTROLLER O 1;• s •�� WALL CA 1. LSENSE _ LOCK MIT —" — JUNCTION BOX COMMON WIRE VALVES 24V JUNCTION BOX RECOMMENDED FOR LARGER CONTROLLERS. / CONTROL 120 VOLT WIRE O r; IN RIGID CONDUIT WIRES•;,t PER LOCAL CODES :y CALSENSE COMMON WIRE/CONTROL WIRES IN RIGID CONDUIT. WATER FLOW IN FINISH GRADE . •�t ��r�i:.;/.• ' ;i=�...�= ... �. .••./. -fit -- O 0 M Iil1=1111-1111=111.1 III=1� _ — — 6 = PRESSOR _ _ 111•_ —1111=-" III—III E MASTER FLOW — BACK- - _ — -- — OF DIRECT BURIAL REDUCING FLOW WATER =IIII=1111=1111= G VALVE SENSOR PREVENTER WIRING TO VALVES VALVE METE 1111=1111—I111_illl-ll =___-____ -1111=11 (I � ► ( K*4L7 Ft—11 L@O G Vt1pJrAfl* V ►N DSC,�A 4, K,H A RD '! 1 hyo fin\ .a � N 4 0 ��� c�►t�Fj" DESCRIPTION OF REVISION DATE APPR. CITY OF RANCHO CUCAMONGA IRRIGATION DETAILS GLENFED DEVELOPMENT CORP. 16601 VENTURA BLVD. ENCINO, CA 91436 (818) 905-3087 TRA T NO 13425 APPROVED BY DATE CITY ENGINEER GE #2ixl� DESIGN , RECOM END DRAWNF. F H S E _T - Landscape Architecture & PlanningE,u -- _ of _j i CHECKED a..•sky r... ...1...... i..�..,c.n�...�.•.n. • ... ..� DRAW ING N0, Jv JOB # 10-00596-04 12 7G—L SHEET_Ao�_70117 1q . city of rancho cucamonga STANDARD STANDARD DRAWING city of rancho cucamongs STANDARD PR�oSED TREE LOCATION evttDlNWSTRuctvRE city of rancho cuesmonga DRAWING y � � DRAWING R ➢�/ 1 r'1\ 1 SIDEWALK ��. I l - _sa�R�_ ----- — — -- I _ I I — r � DOUBLE STAKIN - — �: . =• Q �/ 1 � �__�s is *1---'— wig i'1— 1 I -- le v.1.T. twist brace, flanges �1lDI D I \—AWRING/BVILDtNG OVERHANG lodoepole pone stakes with galv. I%2, 6. s 1 ftvtrI GoJO dia. lodoepole pine stakes 10' lono (2) ^� s«°'stK a• to � ! with wood preservative stain, stake a minimum ----- _ i I I I M s L. _ _ � • `� �0 of 1 in n '� • A ° MAROSCAOII�IG / 2" to undisturbed soil and align stakesOwl % o .� i iM `4✓ �� I.. parallel to center Ione of street. (use 12' N � _ 16Vl.t Tw�9T OR�Ct FRES r stakes for Eucalyptus) LooGE.OLE To DE TREATED qs 84 orl bkfill S� s wi�rwv t�t zF oil 00ir ave ac -- �a✓ ( I finished grade CtM9�� •. .: .,. ...... Deep root or equal control planter TREE PLACEMENT 601 GALS GR A - 22-29- 12-P where required or approved 1' /►� OJE� ' `t�.i I `� equal Roo• a.L. Backfill free of rocks I" in dia. or or � ,m� TU- ` h realer --- `� �� �� g NOTE. _ — h. 1 ' � .�� ! 1. MINIMUM CLEIIRANCI: 6'-0' FOR S GALLON TO 16• WX TREES Twct ROCr D..l DuyE'TEP Fr��� IZATION LARGER TREES PER LANDSCAPE ARCHITECT'S INSTRUCTIONS � WIrJv t�I�U(1a�1 2. IR CASES MHERE TREES ARE B'-O' OR LESS FROM-ANY STRUCTURE, AWNING. OR • 1 I ;�"k____;-�wx�y.,� +�e..rt�. A +�NT'Tlf AS Fo► t NARDSCAPING, INSTALL TREE IN ACCORDANCE WITH 010 I4tfr_0 F_ INSTRIICTIOltS. _ IX45 3. TREE SPACING SHALL BE APPROVED BY THE MY I0T1%40f_ BEFORE ANY ;,1. I:K/T O/- 1tccKs 3 �+• 14-1j, rLo.,A6- SCHEDtlIED INSTALLATION. Q ow 1P p1t, A"V" ay Dry.. oltGKrA-Tsn NO AbLL�3� f1a•^L1 c 'OF CAA.'ArAr AAAA. N },ipTt;= o TD t�1� Loot 'TMk� o' `� rst > TREE STARING DETAIL A+40I�5xic� � .+"�1605 ►� TREE STAKING DETAIL r*auirioie- Ic � EXTERIOR STREETS 605 I `�I w T mi ,�� 1 ' t � o . , 4 • 3 S 6 2 ,ELEVATION • 1 t WT�t *TMowM r0000 TK ALL BOOTS AT "a W goof me dl.It trim L. !. PLM -U M-PARR• TABS t* PILW CO*TAt*ER PRIOR TO PL*Tt*G I" OBsERTATIO* PURPM . O v►NDSC,,'°F �11AR0 'Fop WIVV4_ m PLAN VIEW r BERM To Fo" atmssn •! VATERING BASIN 1"/, C `rtp`- EQUAL �v —IAOT� *f I D%DLI 0.1, �� �f�U 1?;i D LEGEND: 1. WALL. _ _ 'GIIOH-PMR- ►LA*T TABS PER III Ii1 I„At� HA4 NPip 'P�r Y+L',,��, `WILY') -- — 2. FINISH GRADE. NOTE: _ MANUfACTl1RER'S RECOEuMT10*S � Pi 040 • SECURE VINE TO WALL WITH S/8" DIA. EYEBOLTS 211 � te� rep- 3. EYEBOLTS. S CUR BACKFILL MI>< PER S►E[iftUtIONS DESCRIPTION OF REVISION DATE APPR. IN LEAD SHIELDS. 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPLICING (TRIANGULAR) UNLESS ` 1� OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. = IIIA 1-� ijl �I �!'� CONTAINER PLANT ROOT BAIL 4 . 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH VURSERYMAN S ,i �„ ill --ti yr CITY OF RANCHO C U C A M 0 N G A TAPE. —VIDTHM PLXT PIT TTHE Of WL 6 12" 5. EYEBOLTS FOR FUTURE USE- BELOW THE BOTTOM OF TME K!", 6. 8" x 6" CONCRETE VINE COLLARS IN TURP AREAE=%ONLY. INSIDE BALI RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL NATIVE SOIL - -- DETAILS �-�ouy MINIMUM. �- u ��"t PLANTING I vV `74 " GLENFED DEVELOPMENT CORP. 16601 VENTURA BLVD. I ENCINO CA 91436 (818 905-3087 TNACT ND 13425 �. APPROVED BY r DATE � II I I I I v �4 ' I �'�1 l/ f/ I I Y� V RGA # ���'0- 'V � I� V � CITY ENGINEER DESIGN RECO M END � DRAWN SHEET w I/ LdIIdSCdpe Axhifedure & I'lId7lRlllg OFi— CHECKED I+*o.$by Foos 11-1 ....• cont...#...,..-I.. DRAWING N0. JOB # 10-00596-04 1270 -L SHEETLLOF�. (8) Solvent shall be #1715 Gray NSF approved as 4. Allow joints to set at least 24 hours before pressure is applied to manufactured by Industrial Polychemical Service, the system. Gardena, California. 5. After new sprinkler piping and risers are in place and connected SECTION 02442-IRRTGATTON and prior to installation of sprinkler heads, open control valves (9) Joint compound shall be Permatex Type II. and use a full head of water to flush out the system. After PART 1 -GENERAL system is thoroughly flushed, cap off riser and pressure test b. PVC High Impact Pipe -Type 2110(PVC Schedule 40& 80): system. 1.1 SCOPE 1. Type II Grade I high impact pipe. d. PVC Sleeves and Conduit 2. Outside diameter of pipe shall be the same size as iron pipe 1. PVC mainline sleeves shall be at least twice the diameter of the a. Work Included: Provide labor, materials, equipment and services pipe to be sleeved. Sleeves shall extend 12" beyond either end of necessary to complete the irrigation work as shown on the drawings 3. Pipe shall be marked at intervals not exceed 5 with the following ardscape above. and specified herein, including the electrical hook-up of the sprinkler information: Manufacturer's name, nominal pipe size, PVC type controller & low voltage valves. and grade (i.e. 2110) schedule, NSF approval and commercial 2. Install PVC non-pressure lateral lines prior to paving. standards designations CS 207-60. b. Field Conditions: Verify drawings dimensions with actual field 3. PVC control wire conduit shall be of sufficient size to hold the conditions and inspect related work and adjacent surfaces. Report to 4. PVC pipe shall comply with standards set forth in CS 207-60. P J P required quantity of control and common wires. the City all conditions which prevent proper execution of this work. 5. Use Schedule 40 and Schedule 80 accordingly so that the static e. Valves 1.2 SYSTEM DESCRIPTION Pressure does not exceed the working pressure. 6. PVC Schedule 40 shall not be threaded. 1. Install valves at points shown on the drawings or specific herein, a. The intent of the drawings and specifications is to indicate and specify arranged to give complete regulating control throughout. a complete and efficient underground landscape sprinkler irrigation system ready for use in accordance with the manufacturer's 7. Fitting shall be PVC Schedule 40,Type R, NSF approved. 2. Valves, except remote control valves, shall be the full size of the recommendations. 8. All threaded PVC pipe shall be Schedule 80,Type 2110. line in which they are installed unless otherwise indicated. b. Due to the scale of the drawings, it is not possible to indicate all 3. Adjust remote control valves so that the most remote sprinkler offsets, fittings, etc., which may be required. Carefully investigate the 9. Solvent shall be #715 Gray, NSF approved as manufactured by y . y g heads operate at the pressure recommended b the head structural and finished conditions affecting this work, and plan industrial Polychemical Service, Gardena, California or equal. manufacturer. A uniform istribution of water shall be applied by accordingly, furnishing -such fittings as may be required to meet the the sprinkler heads to the planting areas for each individual valve conditions. Drawings are generally diagrammatic. C. Pipes under paving system. 1.3 QUALITY ASSURANCE 1. Use PVC Schedule 40 for pressure main line sleeves. 4. Set quick coupling valves approximately 18" minimum from walks, a. Qualifications of manufacturers: Manufacturers shall have produced the 2. Use PVC Schedule 40, Type 2 for non-pressure lateral piping curbs, headerboards, or paved areas. Position quick coupling P P P P g specified items for a minimum period of 5 years. Such produce valves in valve box will be flushed with the settled finish grade as shall under paving. determined after the turf is established and 3" above grade in have been in use continuously for a period of 4 years. ground cover areas. 3. Use PVC Schedule 40 conduit for control wire. b. Qualifications of Installers: 5. Install pressure relief valves in plastic valve boxes with locking 1. Use only skilled and experienced installers. d. Valves covers with one cubic foot pea gravel under valve. Pre-set valves 2. Helpers and apprentices used for such work shall be under full and constant supervision at all times by thoroughly skilled installers. 1. Gate Valves: As shown on the plans. Gate valves 3" and smaller at 150 PSI. 3. In the acceptance or rejection of installed work, no allowance will may be furnished with handwheels. 150 lb. rated with bronze 6. Install pressure regulating valves in plastic valve boxes with be made for lack of skill on the part of installers. turning handles. locking covers with one cubic foot of pea gravel under valve. C. Manufacturers' Recommendations: The manufacturers' recommended 2. Remote Control Valves: As shown on the drawings. Pre-set valves according to the pressure indicated on the plans: methods of installation shall be the basis for acceptance or rejection of 70 psi. actual installation methods used in this work. 3. Quick Coupling Valves: As shown on Plan and with a locking 7. Install valves as shown in details and in accordance with cover. Each quick coupling valve shall have a molded vinyl cover, manufacturer's recommendations and specifications. yyellow in color. Quick coupling valve keys and hose swivels shall d. Codes and Standards: Comply with local codes & regulations governing be of same manufacturers as the quick couplers. the work. f. Valve Boxes 4. Pressure Relief Valves: As shown on plan e. Record Drawings: Maintain one record set of blueline prints of the sprinkler system in good condition at the site and mark on them the 5. Pressure Regulators: As shown on plan. 1. Set valve boxes 1/2" above the designated finish grade in lawn exact "as-built" arrangement, including locations of all check valves, areas and 2" above finish grade in ground cover areas. gate valves, existing tees for future use, wire locations, head layouts, 6. Check valves: Bronze construction with 150 pound working automatic valves, pipe locations and other appurtenances. Show pressure, federal specifications WW-V-SI a, Class A, Type IV, as 2. Install valve boxes 18" near walks, curbs, headerboards and paving locations by the triangular system of measurements form easily manufactured by Nibco/Scott Manufacturing Company. so they abut those items with top surfaces flush. identified permanent features. City is to be provided with as-builts on 3. Do not set boxes in turf area without first obtaining approval mylar transparency. Spring loaded check valves shall be capable of preventing 8 PP discharge of water through the valve when water pressure drops from the City inspector. L Permits: Procure permits and pay inspection fees as may be required below 16 PSI. g. Sprinklers by the various public agencies having jurisdiction over the different parks of the work. 7. Valve Boxes: Install remote control valves, gate valves, and pressure relief valves in valve boxer as shown in details, complete 1. Tighten nozzles on stationary pop-up sprinklers after installation. 1.4 SUBMITTALS with locking cover, Christy or an approved equal and embossed Adjust sprinklers with adjustment stems on a lateral line for the "PRV", "GV" or "RCV". RCV boxes shall be concrete and proper radius, diameter and gallonage. a. Materials List: Submit complete lists of materials and equipment rectangular with Christy I.D. markers attached to U.F. wires proposed to be provided. inside. 2. Set sprinkler heads and quick coupling valves perpendicular to finished grades unless otherwise shown on the plans. b. Furnish 2 service manuals to the City. Manuals may be loose leaf and f. Sprinkler Heads shall contain complete exploded drawings of all equipment installed 3. Install sprinkler heads according to detail sheet. showing components and catalog numbers together with the 1. Sprinkler Head: plastic as indicated on the plans. h. Automatic Controller Location and Installation manufacturer's name and address. Additional sheets shall cover operation instructions simple enough to be understood without 2. Heads with the same function in the system shall be of the same specialized '.knowledge. manufacture and marked with the manufacturer's name and 1. Install automatic controller per manufacturer's recommendations identification in such a position that they can be identified and specifications. Mount pedestal-mounted controllers on a C. On or before the date of final inspection, deliver one set of molar without being removed from the system. concrete base as recommended by the manufacturer.. transparencies and two sets of blueline prints of the "as built" drawings ' Controller location is diagram-natic and will be specifically located to the City. All work shall be neat and in ink. The delivery of the g. Controls prints shall not relieve the Contractor of the responsibility for by :he City. furnishing required information that may have been omitted. 1. Automatic Controller: As shown on plan. Controller shall be Cal Sense. 3. Local and other applicable codes shall take precedence in 1.5 PROJECT/SITE CONDI'TION'S connecting the 110 volt electrical service to the controller. a. Source of water supply: Verify and be familiar with the location, size h. Control Wire i. Control Wire and detail of stub-outs provided as the source of water supply to the 1. Low Voltage Control Wire: Single wire direct burial irrigation sprinkler system, as shown on the plans. control wire with 4/64" I.C.C. 100 compound insulation similar to 1. Electrical equipment and wiring shall comply with local and state Rain Bird #49512 (#12 AWG size) for common wire and #49514 codes and be installed by those skilled and licensed in the trade. b. Existing utilities and conditions: prior to cutting into the soil, locate (#14 AWG size) for controller wire. Common wire shall be white all cables, conduits, sewers, septic tanks and other utilities commonly coded. Pilot, or controller wire shall be red. 2. Install wiring in the same trench and along the same route as encountered underground and take proper precautions not to damage or pressure supply or lateral lines wherever possible, with a minimum disturb such improvements. If a conflict exists between such obstacles 2. City requires Rain Bird Snap-Tite. of 18" cover. and the proposed work, promptly notify the City, who will arrange for relocation. Notify the City if rock layers or any other conditions 3. Add an additionalilot wire to furthest valves in both directions 3. Where more than one wire is placed in a trench, tape the wiring encountered underground makes changes advisable. from the controller for further use. together at 10-foot intervals. C. Loose equipment to furnish: Furnish loose sprinkler equipment, i. Backflow Prevention Units 4. Provide and expansion curl within 3' of each wire connection and operating keys and spare parts in the following quantities to the City: at least every 100' of wire length on runs of more than 100'. 1. Backflow prevention as shown on plans or approved equal. All Form expansion curls by wrapping at least 5 turns of wire around 1. 3 quick coupler keys and matching swivel hose ells, fittings, ells, and nipples shall be red brass per code. a 1"diameter pipe, then withdrawing pipe. 2. 2 five foot valve keys for gate valves. PART 3 EXECUTION 5. Make splices with Snap-Tite Connector or equal. Use one splice per connector. 3. 2 keys for each controller. 3.1 INSPECTION BY CITY �,pNU3C,'p 6. Field splices between the automatic controller and electrical �O F 4. 2 sets of special tools required for removing, disassembling and a- Maintain proper facilities and provide safe access for inspection to all control valves shall not be allowed without prior approval of the �Q'• �CNA116 Landscape Architect or City. S� adjusting each type of sprinkler head and valve supplied on this para of the work. Irrigation inspection shall consist of a minimum of: y project. (1) mainline pressure test; (2) coverage test; and (3) a final irrigation inspection. No inspection will commence without as-built drawings. j. Backflow Prevention Units _ 5. 12 bodies, plus 12 nozzle each of heads specified. Pressure test to be per 6 hrs. at 150 lbs. pressure. 1. Install backflow prevention devices as shown on the plans or in 3.2 INSTALLATION details or as recommended by the manufacturer in accordance with , A T 2 PRODUCTS local codes. ' 2.1 MATERIALS a. Trenching k. Testing OF C a Pipes and Fittings A`1�Q� 1. Excavation shall be open vertical construction sufficiently wide to 1. Test sprinkler lines in place before backfilling for a period of not provide free working space for backfilling and compacting. less than two hours with no leakage or loss of pressure. During 1. Brass Fittings: 2. Cut trenches for pipe to required grade lines and compact trench the test period, minimum test pressure at highest point of section bottom to prove accurate grade and uniform bearing for the full being tested shall be 150 pounds per square inch for 6 hours. All brass fittings shall conform to Federal Specification #WW-P- length of the line. 2. At conclusion of the pressure test, install heads and test for 460 respectively. 3. When 2 pipes are to be placed in the same trench, maintain a 6" operation in accordance with design requirements under normal DESCRIPTION OF REVISION DATE APPR. 2. PVC: horizontal separation between the pipes. do not install two pipes operating pressure. (a) PVC Pressure Rated Pipe - Type 1220 (PVC Class 315) and with one directly above the other. CITY O F RANCHO C U C A M O N G A Type 1120 (PVC Schedule 40): (1) Type I Grade II Pressure Rated Pipe. b. Backfilling of Trenches END OF SECTION (2) Materials shall meet the requirements set forth in ASTM 1. Backfill with site soil with no clods and rocks over 2"in size. IRRIGATION SPECIFICATIONS D1784-60T. 2. Backfill trenches located under paving with sand (a layer 6" below the pipe and 3" above the pipe) and compact to 90% compaction. (3) Outside diameter of pipe shall be the same size as iron Depth of trenches shall be sufficient to provide a minimum cover GLENFED DEVELOPIII NT CORP. pipe• above the top of the pipe as follows: 16601 VENTURA BLVD. (4) Pipe shall be marked at intervals not to exceed 5' with 12 inches over non-pressure lateral lines. 15) the following information: ENCINO, CA 91436 (5 905-3057 Manufacturer's name, 18 inches over non-pressure lateral lines under paving. TRACT N''8 13425 5 nominal pipe size, PVC type and grade (i.e. PCV 1120), • 18 inches over control wires. SDR rating class, NSF approval and commercial standard 18 inches over sprinkler main line 2-1/2"and smaller. DATE 17 designation CS 256-63. 24 inches over main line 3"and larger. APPROVED BY 24 inches over sprinkler main line under paving. CITY ENGINEER RG (5) PVC Pipe shall comply with standards set forth in CVS 24 inches over potable main line. 256-63. (6) PVC Type I shall not be threaded. C. PVC Pipe DESIGN RECOMM NlDgD� G 1. Use caution in handling Type I pipe due to the possibility of f (7) PVC fittings shall be PVC type II, Schedule 40, NSF DRAWN a w N s E E i cracking or splitting when dropped or handled carelessly. approved. rO 'I 2. Install PVC pipe to allow for expansion and contraction as Landscape Atrlutecture dt Punning of recommended y the manufacturer. CHECKED n...nT .... ... .....•t..i... c.u�...�.r.n• • ,�......n.. DRAWING NO. 3. Make plastic to metal joints with plastic male adapters. JOB # 10-00596-04- /;Z?G SHEETI 0F_. SECTiON 02260-LANDSCAPE FINISH GRADING 1.3 OUANITITES AND TYPES: 3. Finish Grading: when preliminary grading, including weedin& and g. Maintenance: fertilizing has been completed and the soils has dried sufficiently PART 1-GENERAL a. Furnish plant materials in the quantities and spacing as shown or noted to be readily worked, grade lawn andPlanting areas to the 1. Plant maintenance work shall consist of applying water (except for each location and of the species and sizes described on the elevation indicated on the drawings. Grades not otherwise initial watering of plants), weeding, fertilizing, caring for plants, Drawings. indicated shall uniform levels or slopes between points where irrigation system adjustment, disease and pest controls, edging and elevations are given. Minor adjustments of finish &rades shall be mowing of lawns and the following final plant establishment work. 1.1 SCOPE 1.4 VERiFiCATION OF DIMENSIONS AND QUANTITIES made at the direction of the City if required. Finish grade shall be a smooth, even and uniform plane without abrupt change of 2. Maintain the entire project for a period of 180 days from the time a. Work Included: The work under this Section shall include all labor, a. All scaled dimensions are approximate. Before proceeding with any surface. Slope soil areas adjacent to buildings away from the all items of work have been accepted in writing by the City. The materials, and equipment required to complete all landscape finish work, carefully check and verify all dimensions and quantities and buildings to allow a natural run-off of water, and direct surface costs of all utility bills during this period shall also be part of grading work as indicated on the drawings and as specified herein. immediately inform the City of any discrepancy between the drawings drainage as indicated on the drawings by remodeling surfaces to the Contractor's Base Bid. Note: City requires 180 day Work includes, but is not limited to, the following: and/or specifications and actual conditions. No work shall be done in facilitate the natural "run-off" of water. Grade low spots and maintenance for R.O.W. areas. any area where there is such a discrepancy until approval has been pockets to drain properly. Finish grade of all planting and lawn 1. Preliminary Grading: Grades in all planting areas except given by the Owner. areas shall be one inch below grade of adjacent pavement of any 3. During the maintenance period, keep all plants and planted areas li&htweight soil planter areas is specified to be established to kind. Grading shall be done when soil is at optimum moisture well watered and weed free. within plus or minus 1/10 foot prior to beginning of landscape 1.5 INSPECTION content for working. constrL ction. 4. In order to expedite the plant establishment work, maintain a a. City will make inspections herein specified. Contractor shall request 4. Remove or redistribute excess soil before application of fertilizer. sufficient number of men and adequate equipment to perform the 2. Weeding: Before and during finish grading, all weeds and grasses inspection at least 2 days in advance of the time inspection is Where soil is to be replaced by plants, allowance shall be made so work herein specified from the time any planting is done until the shall be dug out by the root and disposed of off the site. required. that when finish grading has begun, there shall be no deficiency end of the maintenance period. in the specified depth of mulched planting beds. 5. Immediately repair damage to any planted area throughout the 3. Finish grading shall consist of finishing surfaces by raking b. Inspection will be required for the following parts of the work: maintenance period. smoothly and evenly, removing and disposal of. all extraneous 5. Weeding: Before and during preliminary and finish grading, dig matter to facilitate natural run-off water. All extraneous matter 1. During finish grading and soil preparation. out all weeds and rasses b the roots and dispose of off the site g y P 6. Resod or replant any lawn areas or ground cover areas that do shall be disposed of off the site. (except those weeds and grasses not of the perennial type, less not show a prompt catch of grass or establishment of plant 2. When finish grading and soil preparation are completed. than 2-1/2" high and not bearing seeds, which may be turned material at 10 day intervals until accepted by the City. 4. Moisture Content: The soil shall not be worked when the under). Oats more than 2-1/2" high and not bearing seeds may be moisture content -is so great that excessive compaction will occur; 3. Plants, after delivery to site, and prior to planting. turned under. Perennial weeds and grasses to be removed include, (a) Fill and level depressions caused by vehicles or foot traffic. nor when it is so dry that a dust will form in the air or that but are not limited to the following. Replant darrtaged areas. clods will not break readily. Water shall be applied, if necessary, 4. When vines, shrubs and trees are spotted for planting, but prior to to provide ideal moisture content for tilling and for planting when planting holes are excavated. Nut Grass Alfalfa St.Augustine Grass (b) Exterminate gophers and moles and repair damage as above. herein specified. Puncture Vine Dallas Grass Mustard Plant b. Work in Other Sections: 5. Specimen trees at source, before delivery. Johnson Grass Wire Weed Morning Glory (c) Monthly during the maintenance period apply 15-15-15 per 6. PIantin areas prior to planting. 6. Scarf all plantingareas to a depth of 3" below de nor to 1,000 square feet to all planted areas. Examine all sections for work related to work in this Section, g P P g di ' P grade placing conditioners and fertilizers. Remove all rock and debris (d) Throughout the maintenance period maintain plants in a e irrigation stem, refer to Section 02442. 7. All landscape construction items, prior to the start of the 180 day more then 2" in diameter from the site. disease and pest free condition. Retain a licensed pest 1. Landsca P g system, maintenance period (Final Inspection). control operator to recommend and apply pesticides, 7. Trenches: If the sprinkler system is installed after grading and herbicides and fungicides. 2. Landscape planting, refer to Section 02480. 8. At completion of 180 calendar day maintenance period (Final fertilizing is completed, retill the upper portion of the backfill and Maintenance Inspection). fertilize to a depth specified for the area. (e) Pinch prune all shrubs and trees as necessary to encourage PART 2-PRODUCTS 1.6 CERTIFICATION b. Fertilizing: new growth and to eliminate rank sucker growth. Remove old flowers and dead foliage and limbs. Do not do major Not required for this Section. City gr apply g P q pruning without the approval of the City. Ru a. Prior to job acceptance, submit written certifications to the Ci for 1. In turf and oundcover areas a 1 the following per 1000 square the following: feet of area and thoroughly cultivate in 2 directions by means of (f) Lam: PART 3-EXECUTIONa rototiller into top 4"to 6" of soil and water down: 1. Quantity and Quality of Commercial Fertilizer and Organic (1) Mow grass with rotary type mower (except Bermuda Fertilizer. AMOUNT PER 1,000 SQUARE FEET: FOR BID PURPOSES ONLY grass) before it exceeds 2" in height. Cut grass to not 3.1 SURFACE CONDITIONS less than 1-1/2" except that Bermuda grass shall be cut 2. Quantity and Quality of Plant Materials. 4 cu. yds. nitrogen stabilized organic amendment derived from at a height of not less than 3/8" and not more than 1" a. Inspection: redwood sawdust, fir sawdust or finely ground bark in height. Collect grass clippings during mowing PART 2- per cubic yard P y PRODUCTS 15 lbs. 12-12-12 commercial fertilizer d of mix operations and remove from the site. After each 1. Prior to commencing work required by this section, inspect the cutting trim the edge of the grass to a neat and work of other trades and verify that such work has been properly uniform line. Maintain lawn edges in a neat condition completed and installed v allow for proper installation of all 2.1 PLANT MATERIALS C. Method of Planting and Work Procedure: until acceptance of work by the City. materials and methods required of this Section. a. Plant materials indicated on the drawings and specified herein shall 1. Do not plant until the installation of the sprinkler system has (2) Do not walk unnecessarily on lawn areas before, during 2. All landscape finish radio shall be installed in accordance with conform to the following. been completed, final grades have been established, the planting or after planting. Recultivate and replant damaged or P grading areas have been properly graded and prepared and the work has the requirements of all governing authorities, the original design, P P , Y g P P compacted lawn areas. and the referenced standards. 1. Nomenclature: Plant names indicated or listed on the drawings been approved by the City. conform to "Standard Plant Names" established by the American (3) Acceptance of work: Maintain all planting and paved b. Discrepancies: Joint Committee on Horticulture. Except for names covered 2. The relative position of all trees and plants is subject to approval areas. If such conditions are not complied with, the therein, the establishment custom of the nursery is followed. by the City inspector, and they shall, if necessary, be relocated as Contractor shall continue to maintain the site at his 1. In the event of discrepancy, immediately notify City. directed as part of the Contract. own expense until acceptance of the work by the City. 2. Do not proceed with installation in areas of discrepancy until all 2. Condition: Plants shall be symmetrical, typical for variety and 3. Do not allow plants to dry out before or while being planted. (g) Paving: such discrepancies have been fully resolved. species, sound, healthy, vigorous, free from plant disease, insect Keep exposed roots moist by means of wet sawdust, peat moss, or pests or their eggs and shall have healthy normal root system, burlap at all times during planting operations. Do not expose (1) Wash clean concrete and asphalt paved areas on at least 3.2 PERFORMANCE well filling their containers, but not to the point of being root roots top the air except while being placed in the ground. Wilted a weekly basis. bound. Plants shall not be pruned prior to delivery, City. Do not plants, whether in pace or not, will not be accepted and shall be a Finish Grading: top trees before delivery. replaced at the Contractor's expense. (2) Remove debris and trash from the site on at least a weekly basis. 3. Dimensions: The height and spread of all plant material shall be 4. Remove plants from their containers and set so that, when I. General: When preliminary grading and weeding has been h. Guarantee and Replacement: completed and the soil has dried sufficiently to be readily worked, measured with branches in their normal position and shall be as settled, thev bear the same relation to the required grade that indicated in the drawings. The caliper of all trees shall be they bore to the natural grade before being transplanted. Plant all planting areas shall be graded to the e.evations indicated on measured 4 feet above :he surface of the round. When caliper or 1. Guarantee all trees, shrubs and groundcover as to growth and the slopes between points w„ere e!evations are &iven. Minor geach lant :n the center of the pit and backfill, unless otherwise health for a period of 180 days atter completion of the specified other dimensions of anv plant materials are omitted from the specifped, with the prepared soil. Do not use muddy soil for , adjustments of finish grades shall be made at the direction of the "Plant Material Legend", it shall be understood that these plant backfilling. Do not fill around trunks and stems. Properly trim maintenance period. Guarantee trees .0" box size and larger to City if required. Finish grade shall be smooth, even, and uniform F live and grow in an acceptab a upright position for a penod of materials shall be normal stock for type listed. broken or .raved roots. plan with no abrupt change of surface. Soil areas adjacent to one year after acceptance of the specified maintenance penod. building shall slope away from the buildings to allow a natural 4. Inspection: All plant materials must have been previously 5. In the event that underground construction work or obstructions run-off of water, and surface drainage shall be directed as inspected at the nursery by the local Horticultural Department and are encountered in the planting operation, alternate locations for 2 Replace in kind and size all plants showing signs of ailing growth indicated on the drawings by remodeling surfaces to facilitate the at any time during the life of the Contract, including the natural run-off water. Low spots and pockets shall be graded to shall be subject to the inspection and approval of the City before plant material will be selected by the City inspector. lantin maintenance period, or those plants so injured or damaged as to drain properly. P g� 6. Planting of Trees and Plants: render them unsuitable for the purpose intended. 5. Sizes and Plants: Shall be as stated on the Plan. Container stock 2. Shrubs and Ground Cover. The finish grade of all shrubbery and 3. Within 15 days of notification by the City, remove and replace (I gallon, 5 gallon and 15 gallon) shall have been grown in (a) Position plants in plant location indicated on drawings and guaranteed ]ant materials which, for an reason• fail to meet the ground cover areas shall be 1-1/2 inch below the grade of , p Y adjacent pavement, walks, curbs, or headers and 3 inches below containers for at least 1 year, but not over _years. secure approval before excavating pits, making necessary adjacent walls. An exception to the above requirements shall be adjustments as indicated. requirements of the guarantee. Replace with plant materials as made wherever drainage conditions may require flush grades a 6. Substitutions for the indicated plant materials will be permitted indicated or specified for the ori&anal planting and guarantee directed a the City. providing the substitute materials are approved in advance by the (b) Excavate planting pits for trees and shrubs twice the replacement materials specified for the original guaranteed City and the substitutions are made at no additional cost to the diameter and twice the depth of the rootball. Use the materials. 3. Drainage- Contractor is to finish grade with proper slope to City. Except for the variations so authorized, all substitute plant surface soil without amending for backfill to the depth of drains. All flow lines, designated or not, shall be graded and materials shall conform to the requirements of these the rootball. The backfill mix for use around the rootball maintained to allow free flow of surface water and shall conform specifications. If the accepted substitute materials are of less shall consist of the prepared soil mix for backfill. END OF SECTION to the intent of all plans and sections after thorough settlement value than those indicated or specified, the Contract price will be and compactment of the soil. adjusted in accordance with the provisions of the Contract. 7. Planting of Vines and Shrubs: b. Inspections: 7. Plants Not Approved shall be removed from the site immediately (a) Plant vineser their shrubs of a in piih and ts at lea t .1 6"below the eater in and replaced with suitable plants. The City reserves the right to bottom of the ball. Loosen compacted soil at the bottom of I. All inspections herein specified shall be made by City with City reject entire list of plants represented by defective samples. the pit and fill the pit with "prepared soil" and thoroughly inspector, or his representative. Request inspections at least 48 settle by tamping and watering. Remove vines from stakes, hours in advance of the time inspection is desired. 8. Tag one of each variety of plant material. untie and securely fasten in an acceptable manner to the Inspection is required as follows: 9. Tree staking shall be as indicated on drawin wall, fence or other surface next to which they are planted p Q g except for clinging vines such as Ampelopsis veitchii and (a) When finish grading is completed. 10. Ties for holding trees shall be as indicated on drawings. Doxantha unguis cati. 2. No inspections will commence without as-built drawings. In the 11. Tree guys shall be as indicated on drawings. 8. Planting and Ground Covers: Q G .f,* event the Contractor calls for an inspection without as-built NAgp \ P (a) Pits for flat sized plants shall be at least 6" x 6". Moisten � mss. drawings, without completing previously noted corrections, or 12 Boulders shall be as indicated on the drawings. 1 �� ground cover areas prior to planting. Do not plant flat s NA -4 . without preparing the work for inspection, he shall be responsible plants in dry soil. for reimbursing the City at the rate of two and one-half time the b. Other Materials: All other materials not specifically described but t normal office hourly rate per hour portal to portal (plus required for a complete and Proper installation of the work of the (b) Set plants in center of pits so that crown of plant will be transportation costs) for the inconvenience. i or further Section shall be new, first quality of their respective kinds, as selected level with finished grade after settling of soil, then backfill and water. inspection will be scheduled until this charge has been paid. by the Contractor subject to acceptance by the City. ort. 7 � (c) Flatted plants shall be well rooted with runners at least 4" OF CA`�� but not more than 6" in length. PART 3-EXECLI'I OO d. Watering basins: - SECTION 02480-LANDSCAPING 3.1 SURFACE CONDITIONS a. Prior to work of this Section, careful] inspect the installed work of 1. Construct a firmly compacted mound of soil around each tree and PART1 -GENERAL y �P plant to form a watering basin at the edge of and following the DESCRIPTION OF REVISION DATE APPR. other related trades and verify that all such work is complete to a shape of the planting pit area. Mounds for trees and for vines point where this installation may properly commence. from 5 gallon or larger containers shall be at least 2" high. CITY 0 F RANCHO C U C A M 0 N G A Excavated earth, if capable or retaining water, may be used. b. Verify that this work may be installed in accordance with pertinent Refill any settlement within the basins after watering with 1.1 SCOPE codes and regulations, the original design, and the referenced prepared soil and additional nitrogen stabilized sawdust worked a. Work Included: Provide labor, materials, equipment, and services standards. into the surface as required to restore the mulched condition. PLANTING SPECIFICATIONS necessary for installation of landscaping as shown or specified, and in C. Discrepancies: In the event of discrepancy, immediately notify the 2. At the end of the 180 day maintenance period level watering accordance with the requirements of the contract documents. City. Do not In with installation in areas of discrepancy until all basins in the lawn areas to finish grade and resod. such discrepancies have been resolved. INlIF b. Work of Other Sections: Watering: GLENFEO DEVELOPNT COW.. 3.2 INSTALLATION e. Wateng: 16601 VENTURA BLVD. 1. Irrigation System. 1. Immediately after planting apply water to each tree and vine by ENCINO, CA. 91436 (818) 905-3087 1.2 ACCEPTANCES a Finish grading and related work: means of a hose. Apply water in a moderate stream in the planting holes until the material about roots is completely TRACT NO '13425 a. All sprinkler work shall be inspected and approved prior to the start of 1. Finish grade to within 1/10 of 1 foot. saturated from the bottom of the hole to the top of the ground. � any work in this section. 2. Do not work soil when the moisture content is so great that APPROVED B Y DATE 2. Water plants which cannot be watered efficiently with the excessive compaction will occur nor when it is so dry that dust existing water system by means of a hose. CITY ENGINEER R Zr i 2 b. Prior to excavation for planting or placin& of stakes, locate all will form in the air or the clods will not break readily. Apply utilities, electric cables, conduits, sprinkler lines, heads, valves and water, if necessary, to provide ideal moisture content for tilling DESIGN rH S valve control wires and all utilitylines so that proper precautions may 3. Apply water in sufficient quantities and as often as seasonal '` � P P P y and for planting. conditions require to keep the ground wet at all. times, well below be taken not to damage such improvements. In the event of a conflict A\- the root system of grass and planting. Do not cause erosion between such lines and plant locations, promptly notify the City who DRAWN shall arrange for relocation for one or the o her. F is lure to followdamage in watering slopes. Ithis procedure places upon the Contractor the responsibili for, at his n he drawin _tY ulders: Install as indicated o town expense, making any and all repairs for damages resulting for work f. Bo �' � fin$hereunder. CHECKED Ldf1dSC8 1`�1C}U�eCttlIie acn111 91' 111,11 5..1..1r••1..1.e.Cdll.e.1.1-f.••/,4.�1�.1��. 0. JOB # 10-00596-� 7(A SHEETL _OF�GL.