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HomeMy WebLinkAbout1324-L 7 DEVELOPER/OWNER L CA ANDS PE ARCHITECTURAL PLANS i LANDSCAPE MAINTENANCE DISTRICT NO . 1 VICINITY MAP GENERAL NOTES SHEET INDEX mL _ �: u $ O i a ro o _ro 3� o j Larami r (t w` 1. a o i o > w 7 > > Almond Street > a c� Almond , ? Almond le Q Z Bella Vist en.vial, m aballero Drive St. eu St• Almond St. o L.sane. D > Hidden For a°e v Hidden�e, 1 OVER SHEET 00 in c, den FarmClt tion Court oRd. 8 Farm � o ; La Senda Road L,sena, Rd Carrarl g 1 Carrarl St. Appaloosa a 4 0; m ViCara Dr. Strang Appal osa Court �m 2 IRRIGATION/DRAINAGE PLAN v_ Vlcara Drivev) Ln m o �e> c o �4 c _ c c o - 1- < i Whlrlawa St. H o a a _ �> Whirlaway Ct. a m Peat U 4 Whirlawa c c< m e Irl aYQ E L Wt,irlaway St. E St. - :0 3 IRRIGATION/DRAINAGE PLAN Z ry n o rre Camellia It ie a`� Valley View '� c 4> Sure Ln. a ro m Su `Via EI tc C' Y cc N Hillside 82W �' Road Hillside Y �� g< Road � o ; F 4 CONSTRUCTION/DEMOLITION/PLANTING PLAN iChard Street o Orchard Streeeen Rancho St._ , m „�, ;I W Rancho r- 0 1. An Encroachment Permit shall be obtained from the City Engineer poor to commencing any work. t C G- s�.'.11 St. - m > o 0 N5 CONSTRUCTION/DEMOLITION/PLANTING PLAN o v of T ro FIOYD STORK` JasPer 0 ! oQ oo MMUhf .may Q 4 F •O m m ;, , m , i s,, o— E t• ,pp RK-r;:`-;:; Beechwood or. Z 2. All work shall be performed according to current City standards and the Standard Specifications for Public Works Construction. �O eat o 4 U 4 a < to SCH rn w 1^ O tZ ;•. W �O o °> Beechwood Dri-4e ,h d eechwood eec w o c � v4 e; ` ' St. W °rte �` m ` wits n E Ave a 3. At the conclusion of rough grading, an agronomic soils report shall be furnished to the City Inspector and all such recommendations from such a report6 HORSE TRAIL FENCE RENOVATION -` Jennet a Jen t in m v 'o�°c u �� LO 4 L shall supersede soils amendment recommendations shown on the plans. St. ikon m m o Wil n H oN Y vCD r Q Tit: 04 t, A E oo 4 Cott n Avg Ma tzanita = w Dr. Manzanita C It 4. Upon completion of installation, a maintenance period of sixty (60) days is required prior to final acceptance of the work by the City. Maintenance shall 7 CONSTRUCTION PLAN :: a fibred `Q grilliant�Ln. w ; G e Golden include mowing, weedin • r m < 0 Manzanita Gold n � g, g, irrigation, pruning, raising tree root balls which sett) below grade, fertilizing and applying such sprays as are necessaryfor Gardenia Street „ > Golden m 6 Dr• Gowen St.P•` St. St. Sc„ae P, IMG proper care and upkeep. Maintenance also includes all repairs, replacement, cleaning and adjusting necessary to keep the irrigation system in good Jc ; Q St. o ¢ m o Prado sunflower ' working order with proper coverage. Commencement date for the maintenance period shall be approved in writing by the City Inspector. 8 IRRIGATION/PLANTING DETAILS Rosebud Sunflower Ava umalo.� 4 c o a Sun lower St. ►- $ Cir. o ._ m St. m Moon .;t - o 0 3 3 c c m c > Su fl SITE ct. �,,: $ YOuarterhorse �, c ca > C m Y 0 .. E 5t c 5. One controller chart shall be provided for each controller. Controller chart shall be the maximum size the controller door will allow and shall show the area SITE L v Ln. a '° c o St. u vi ro Q Y St. e �' m W co � m ' c��' LL w i° ' ' Hale st covered b the automatic controller. The chart is to be a reduced drawing of the actual as-built system. However, in the event the controller sequence is Ban an t. Banyan o z Street R ^+ E Ban an 4 Y Y 9 Y q ` -o_ c U ewY` Reoe — enrl m Street not 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 0 ip Q o_ r m c a .o E ,� > o E A uj Ni. m D x < t Deodar t o different color shall be used to show the area of coverage of each station. When completed and approved b the Public Works Inspector,the chart shall be \ndra Ri > re fn Q L U ra Man•,�in= p >••Ma dart o 0 m-J 9 P PP Y P U O ; `a-z A Ave O Ave >• > Via° PJ andarin > m N Ve o . Mandarin Ave. N or 3 >o� o ; a << hermetically sealed between two pieces of plastic, each piece being a minimum of 20 mils.thick. The chart shall be mounted using Velcro or approved m _ O S ns one�p Q .« in ALTA LOMA o ,� _Y QO, o equal type of tape. These charts must be completed and in place prior to final acceptance by the City. `a Je 421461 . . N N Z < ►- �c c0 L i�,SCHIGH m AV /Iv, f Y Dr J N riCOt vez m a o� cc Lemon Avenue m %�n L mon a Rua Apricot Ave on a 6. 6”wide xioldee concrete . �� � c ° o n m ` > m Q V. i�ir�ir�� p heodar shall be provided between all shrub/groundcover areas and turf areas. Mowstrips shall also be provided beneath �� M role m N e o Z a' < N < E D -`e" i, st Orange t E „n a metal fencing and where City maintained areas are adjacent to privately maintained areas. :, E G U U Y ; range ersel w c c m t n �d En ori -+ >j st m d ,i ran a St so et o Y r's� anC1 Rd sCmer3 , -- m 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 TRAIL 1� p�Q g ° m o 'm `' r 4 c �S Pw rchclf0 oDr O Y Y P PP Y 1 / REST A A e "JE a - cl O j n'1 m ; < „ , Al me r� approved b the Public Works Inspector and Project Planner prior to final construction. MINI ►A Altac ma = o o o , :�;t�� to Lorra Dr i land PP Y P 1 Pv = c art P�eiCc MAINTENANCE R E S P O N S I B I L I T Y MAP 8. Application of any chemicals shall be by State licensed personnel. CONSULTANTS 9. Any trees within five (5) feet of walls,walks, curbs or other potentially root-damaged hardscape shall be installed with root control barriers. Prior to backfilling tree(s), contractor shall have the City inspect barrier installation. • 10. No trees shall be planted within three (3) feet of curbs. 11. All trees are to be located: ten feet from any street light, power pole, or reinforced concrete box;five feet from any drive approach,fire hydrant, J.F. D A V I D S O N & ASSOCIATES � underground structure (e.g. catch basins, vaults) and sewer laterals or clean-out: and three feet from any water meter or sewer line. JENNET STREET FENCE MODIFICATION --� AND REMOVAL TH FENCE MODIFICATION ---� AND REMOVAL W , ® LANDSCAPE QUANTITIES Itosrll�ro T EXISTING LANDSCAPE AREAS 0 NUMBER OF TREES 9U DESCRIPTION OF REVISION uATE CITY NUMBER OF SHRUBS tO APPROVED. AVE CITY OF RANCHO CUCAMONGA rOil o o y � NEW LANDSCAPE AREAS COVER SHEET � n SQUARE FEET OF PLANTING AREA �-- 7 SAPPHIRE STREET GROUNDCOVER 925 v a PARKWAY RENOVATION t NUMBER OF TREES 15 GAL. • 22 (NORTH OF BANYAN) ® INDICATES CITYAPPROVED BY. _ t DATE: MAINTAINED ��AREAS MUMBER OF SHRUBS F�;n Y `_ '�.` � CITY ENGINEER R.C.E. N0. 22397 1 COAL. 93 DESIGN RECOMMENDED IF' `r _ NORTH �! NTS 5 GAL. 82 lea M J.1C. Osvldson Assoclstss, Inc. �� Ex '.3 DRAWN �HITECTLWK LANDSCAPE ARNG PLANNING CH1TECTl1RE S E E T r ✓}'} Q .� �t`r nu 3880 L*rnen Str*A Suite 30Q P.O.Boa 4n RMsrside.CA 97502 I Jf•�r ' D 1 r7 N RW-Oe44 FAX 714-698-59154 OF CHECKED DRAWING NO __—_ — RCE NO AM DATE �-129 FILE NO W.O.* 8811113 I 1 1 1 'W I W 'W l WI = U)I z c,•r.—v Z Q Z ; Q m Y I I CI: 1 p ; r" & 1 _.-,., f___ .. �. _ T. ... _ T.... i .i .. _i .t _._.._ � .....Z .� _,e _. _ ..* .. T .._.� .�., _.... .�. . T . . .... . i T.. ..• . . _i __.._ i _._. _ T _ T_- -ti __- i _ _ _i _.T .f _i _ 1 i i. T i i -T .f ...t. i i f T _._. .'• e J 1 c 14 1 SAPPHIRE STREE 1 1 I 1 1 1 1 zl I W j S< IZ 1 1 1 I I _ _TYPICAL CATCH BASIN WSTALLATION NOR T Fi ONE EACH PER PLANTER BOX SC 1 -�200' r� IRRiGA110N NOTES IRRIGATION LEGEND 1. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT AND PIPE SHOWN IN PAVED Sty. N. - KSCRWTION WIVS ►.ii. LP.R. mran 8 11'2'" DIA. CORE TO LET AREA IS FOR DESIGN CLARIFICATION ONLY, AND IS TO BE INSTALLED WITHIN PLANTER AREAS. 3' DIA. DRAM PIPE. D,V MIN aIPD 1111112-SM, REAM z-SM, SO STaUBBLER f 30 .f, .f go-,Ige 2. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR b,V MIN RtRO tail-ts LA-Q. N SHRUB SPRAY 15' AW. >o .93.1.95 90°, la0° GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN AT THE TIME OF B MIN BIRO EFA-IKSSERIES REMOTE CONTROL VALVE. INSTALL 1111 A + DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE PLASTIC COATED CHRISTY VALVE BOX. INSTALL WITHIN ATTENTION OF THE CITY INSPECTOR PRIOR TO INSTALLATION. IN THE PLANTERS. • EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION ® MIN DIV 200 tr,.-tfffts HAeTTA VALVE,196,T LLflyt 6".. 6"SE. Rte-e"Wg A" CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY AND ALL 4 MIN 81RD 33 DLRC QUICK COUPLING VALVE. INSTALL WITHIN NECESSARY REVISIONS. PLANTERS. 3. • SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT 0 FEBCO REDUCED PRESSURE BACKFLOW PREVENTER. INSTALL EACH POINT OF CONNECTION AND MAXIMUM GPM DEMAND SPECIFIED. WITHIN PLANTERS. t uY MIODEL #T?M ' IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR Q CAL s"It CALOwwe Joao CONTROLLER WITHIN A MEUG-1 MS ENCLOSURE. V_0`0:1 "¢ TO �ti 6P2 -0• �0 `�'n''�fF TO CONSTRUCTION AND IMMEDIATELY NOTIFY CITY INSPECTOR OF ANY � DAv�O q� DISCREPANCIES PRIOR TO COMMENCING WORK. NIBCO 7-113 NEW GTE VALVE WITHIN A CHRISTY 6-5 CONCRETE ,� .--•� �� S VALVE BOX WITH A C275 C.I. LID AND 12• ADS EXTENSIONS 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO (AS REQUIRED). MAIN LINE SIZE _ — — -- _ FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF �# . ' 1 WALKS, WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK ( , _ WITH THE GENERAL CONTRACTOR AND OTHER SUB—CONTRACTORS FOR APPROVED SCH. 40 PVC LATERAL LINE (BURIED AT DEPTH OF Is* — - = �I �Illr (����I= IN HORSE TRAIL) 12• DEPTH IN PLANTERS I�' I �~ • cc+�d•1 — (; f,�lfof CAU����\ LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAYING, - I� �►+ _ 11 AND STRUCTURES. APPROVED SCH. 40 PVC MAIN LINE. EXTEND AS INDICATED - MINIMUM — / II IMS IIID , DEPTH 24• ` • • =I� -_ — 5. WATER SERVICE LINE BETWEEN POINT OF CONNECTION AND METER SHALL BE INSTALLED BY WATER DISTRICT. MAIN LINE FROM METER TO �__ APPROVED SCH. 40 PVC SLEEVES. EXTEND ENDS OF SLEEVES 12• ' • - ATI! = II=���I BACKFLOW PREVENTOR SHALL BE INSTALLED BY CONTRACTOR. WATER BEYOND HARDSCAPE SURFACES ABOVE. -� -- -- PITY METERS SHALL BE SUPPLIED BY WATER DISTRICT AND INSTALLED BY I DESCRIPTION OF REVISION DATE APPROVED ! _ APPROVED $CH. 40 PVC (2• DIA.) FOR LOW VOLTAGE OF CONTROLLER CONTRACTOR. WIRING. _ CITY OF RANCHO CI�CA(�ONC�A 6. 120 VOLT ELECTRICAL POWER JUNCTION BOX FOR AU70MATIC CONTROLLER t SHALL BE PROVIDED BY CONTRACTOR PER LOCAL CODE. IRRIGATION 1. Core 3-1/2• dia. Role in curb Lace to let-in 3• dia. qal�. drain pipe. IRRIGATION/DRAINAGE PLAN CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELECTRICAL CONNECTION ' OF CONTROLLER TO THE JUNCTION BOX PER LOCAL CODE. 2. 40 thick decorposed granite horse trail with 20 min. slope. SAPPHIRE STREET 7. FINAL LOCATIONS OF AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY 3. 30 I.D. Sch. 40 gals. drain pipe. Install prior to installation of PARKWAY RENOVAT1ON INSPECTOR. concrete wow curb and D.G. Refer to plan for location. ' 4. 66 x 10• concrete _ seaaeer install after drain pipe. (NORTH OF BANYAN) 8. UPON COMPLETION, CONTRACTOR SHALL PROVIDE A REPRODUCIBLE SET OF "AS BUILT DRAWINGS". THESE DRAWINGS SHALL INCLUDE A COMPLETE St• thick shredded mulch ground corer. Refer to planting Legend APPROVED BY: �� L_�flATE.* VALVE SEQUENCE DIAGRAM. SAID DIAGRAMS SHALL BE REDUCED TOA S. . . /*--'••—�-- LEGIBLE SIZE, LAMINATED, AND ATTACHED TO THE INSIDE OF EACH CATCH BASIN DETAIL CITY ENGINEER R.C.E. NO. 2239 6. 10• x 10` concrete train basin with east iron grate by ire-Cast Products CONTROLLER. REFER TO COYER SHEET FOR METHOD. A DESIGN RECOMMENDED 9. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF (A18-241eo494) . Set 2• below top o[ now curb. J.F. Davidson Associates,ew, Inc. f4t f/LL IN� CONL' /b �yATI.�V CL EK � �A�t /M'fTT AM ENGINEERING PLANNING SURVEYING ARCHITECTURE LANDSCAPE ARCHITECTURE ONE YEAR. ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE 7. Igstall drain box within a win. 21 of concrete. Compact around box to !St 3880 Lemon Street Sutte300.P.0Box 493.RiveniCe.CA92502 REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT HIS/HER with native soil. DRAWN p,al5es.os44 FAX 714ea659s� S ET COST. DH _�OF 8 CHECKED DRAWING N0. R.L.A.N AM DATE 6-IL-t4 FILE NO— W. O 132# ' W.O.# 881 1 1 13 u CAL SENSE NOTE Calsense Model 220P shall be installed in-line, one (1) per water meter, with 2 feet of PVC downstream of the flow sensor and 1 foot upstream, pipe sized as per flow sensor size. Eg: 3" mainline, 2' sensor: 2 feet of 2" PVC and 1 foot of 2" PVC downstream and upstream respectively, 2' mainline, 1 1/2" sensors 2 feet of 1 1/2 " PVC and 1 foot of 1 1/2' PVC. Flow sensors shall be installed ten (10) pipe diameters upstream or downstream from any valve, fitting meter or backflow device. Eg: In a p W 3" mainline, the Calsense Flow Sensor to be installed 300 either side, f away from the aforementioned equipment. Wires from the flow sensor to the controller shall consist of one (1) z black and one (1) red standard 114 irrigation valve wires. LLI The flow sensor shall be housed in a valve box as per irrigation remote ( 1 control valves specified on plans and marked F.S. ■ Q( I cc iN I W , W IW > iF- LLJ O 0 W U) J = tW U) Lt F- _ RP CKFtow 601111"o - — PREVE OR D s.. �—.:. s—�..��. s—�. sss—�s_s. s_� s_.mss. s_� ��.�w T."" mss.�� �—..... •���...�....■�.� - �..�.. mss. s_s_ �� s—s_ ��s—� ��. ���. T� �.. �'�"�� TZ 1%+ ; I PRESSURE REGULATOR A i i POMT OP CO CT11 �• 1 1' WATER TER I 1rEr1► ►. e•� o�S' 1 MAX M DEMAhU: ,. •PM SAPPHIRE STREET PSI ME 3O PSI 1 1 1 1 i t IV T. L'O NN F C T I.ON 15 _,CD 614T-ED- -0 14 T-E - • i A _ _Ek /_5-T G . BACKFLOW PAEVEIV7 i I SO 07'M LEST CORNLR OF vow 7•HOROtIGi-,BRED 4 SAPPHIRE \\ ' F- 'z 1 ' 1 U1 W +- iZ C0V'-TPQLLER -15 LOCA? ED_ AT _jIVDR'-"7" l 'WFS-T C0Rlfi�'a OF NORTH I IWCACUGEI 4 SAPPHIAA : F- ' W ( SC 1 '=20 -0' W t U) i i 0 IF- t1) IW CD = { W LLJ i C/ cc 2v, t _ T i E s_� s. a _ ��� •�.�� s.w.� mss. s•s—� ss—�s. � T mss_ mss. s_s�• �����s• ss_s_sr ss_s_st �sssss...� �.. �.• ��Y'_._� �..�sus.• s...��s_• mss. �� �� s—� �� �� s...�...�� s—•.w.� s��. - - -2 -e -s--- -------le ) s • 1 -T .. aH s �� 3 �►9 d 5 UP s O T EN UR Z• 2 47 "rI415 NAL YE 1 SAPPHIRE STREET - I t ROU110 0"CAVIT VALVE !OX i COVER / t MARYED "PRESSURE REGULATOR" I t r CALSENSE I SENSOR INSTALLATION. CALSENSE FLOW SENSOR INSTALLATION, CALSENSE RENDITION OF TYPICAL vil LW AREAS 1 CONTROLLER INSTALLATI❑N IN "T BEDS �� < FINISH GRADE ti Ua� I Z •• Y! it 1)[11, 3; Ex j MQNORTH i 3 I — P TURF AREAS .Lill, ;k <1 J .ARIDA PLASTIC.VALVE BOX �1 'SNAP-tITE' WITH 2-6• EXTENSIONS AMETEK I!' IM SHRUB AREAS - LOCKING COVE rj CF � ELECTRICAL � EOUAL FINISH GRAVE • C 200 - CONNECTORS == _ LIF14 _ t FINISH GRADE ^�- �- VALVES WATER-PROOF �a EXTENSION ` — — — — 1 WIRE— PIPE FROM METER rENsoR CONNECTIONS - 1jI = =III JUMBO Dox5 PIPE PRESSURE REGULATOR = COMMON WIRE — conraOL-- DIAMETERS -- BLACK RED to PIPE DIAMETERS / CONTRAIL LL PIPE TO BACKFLOW DESCRIPTION OF REVISION DATE CITY — �_ o PREVENTOR APPROY[D VALVE CONTROL WIRE ( WIRES BURY WITHIN — L_ -. 1 .. ..�;( ROOT SYSTEM ~—FLOW _- - C� E fLOW� CITY OF RANCHO CUCAM6NGA MAINLINE ANY LENGTH 14 AWG WIRE Q -- WATER FLOW INS` ? j TO SENSOR M = i XTETSION ':'w v"`fir`v vw G 4r•.a N•� °S v IRRIGATION/DRAINAGE PLAN Z 1- C3 - s •. • • s • • • t •mss •� • 6' MIN tiv • ;++ `. s • •: a s: s,,•t - - PEA GRAVEL PRESSURE MASTER FLOW BACK-FLOW WATER $A P P HIR E S T R EE Y L�Cy=d; � p DRAIN SUMP REDUCINGVALVE SENSOR PRE VENTER METER IIII�t �`uII� PARKWAY R E N O V A T I ON -- 30' Mtn. \_ 3A/4" MASHED CRUSHED AGGREGATE MS . �NORTH . OF BANYAN? . , CALSEE FORM 0613 IVM19 CALSENSE F 88 ORM 0011 11/01/ CALSENSE FORM 0012 11/01/88 d APPROVED BY: SATE: 1 CITY ENGINEER / RCE. N0. 22397 A PRESSURE REGULATOR VALVE DESIGN RECOMMENDED J.F. Davidson Associates, Inc. AM ENGINEERING PLANNING SURVEYING ARCHITECTURE LANDSCAPE ARCHITECTURE DRAWN 3680 Lemon Street Suits 300,PO Box 493.Riverside,CA9M2 SHEET (714)686-0844 FAX 714-686-5954 QH i . CHECKED DRAWING NO. AM R.L.A.NO DATE L'rr,-TT FILE NO W.O.# 8811113 I W W I W 5-'1 W W W = � 1 43 F- � � 1 0 Z IF-1 tYi! rs.1 V-1 'fYf. Q ALL BOIL FROM BACK OF CURB TO FACE OF WALL NOTE: CONTRACTOR SHALL LOOK AT DEPTH a OUALTTY ?- `'""o ; 5 AND /OR PLANTER DIVIDER TO BE REMOVED TO D.G. THAT 16 OOF EXISTING F GOOD AND 8OUAl T AVE AND RE-USE Z 0 A DEPTH OF 4' & BACK FILLED W/4" Q REMOVE EXISTING PLANTING • CID Y '� OF D,(�. MI 2-2' LIFTS. ('I`YP.) a 5 I 0 3 1- r x LL 184 T O 0 OUTSIDE FACE OF i - - - - ITYPJ J I6n19199 CATCH BASIN QOIM"ISTE HEADER PVC FENCTNtf -rye (m�� A, crn-�� rrn A r O.C. s' mmFon, -rrp of x e i SAPPHIRE STREET 5 s JT".) (TYPJ REMOVE 2'-0" OF PLANTER WALL TO 1'-0" HEIGHT (32 LF) ADD BLOCK CAP TO MATCH EXISTING WALL. BACKFILL TOPSOIL TO 3" BELOW CAP (t 8" FILL) U w Q Z • � J NORTH SC: 1'-20'-0' PLAN11NG LEGEND ITEM SYMBOL QUANTITY SIZE BOTANICAL NAME COP" NAME COMMENTS l TREES: T-1 22 15 NIL. LIM IDAMBAR STYRACIFLUA AMERICAN SWEET GUM 9 FT. ON CENTER CONSTRUCTION NOTES PLANTING- NOTES INSTALL WITH SHAINTOWN 'ROOT BOOSTER- ROLLS FOR 24' BOX TREES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS 1. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF SITE CONDITIONS 11. BACKFILL MIX SHALL CONSIST OF THE FOLLOWING MATERIALS PER CU. (805) 527-7720 DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. YD. : GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING SHIM- DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING FOR BID PURPOSES ONLY: ATTENTION OF THE CITY INSPECTOR. THE CONTRACTOR SHALL ASSUME IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT S-1 93 1 LLL. NEMEROCALLIS FULVA ORANGE DAY LILY 18. ON CENTER FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A INSTALLED PER PLAN AND SPECIFICATIONS. 3/4 YDS. SCREENED SITE SOIL S-2 79 s LLL. RAPHIOLEPIS INDICA INDIA HAWTHORN 30. ON CENTER FAILURE TO GIVE SUCH NOTIFICATION. 1/4 YD. NITROLIZED WOOD SHAVINGS 'BALLERINA' 'BALLERINA' 3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION 1 LB. 12-12-12 COMMERCIAL FERTILIZER 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR SCHEDULE. (BEST PRODUCTS OR EQUAL) WITH ALL UNDERGR071) UTILITIES, PIPES AND STRUCTURES. 10 LBS. AGRICULTURAL GYPSUM VINES: - CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED 4. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. 1 LB. SOIL SULFUR DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 2 LBS. IRON SULFATE V-1 » s GL. OISTICTUS BUCCINATORIA BLOOD RED ATTACH TO CENTER TRUMPET VINE OF WALL , 5. A SI1•E SHALL BE PRE-SELECTED BY THE CITY INSPECTOR FOR PLANT 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH DELIVERY, PLANT APPROVAL, MIXING OF BACKFILL, AND STORAGE OF 12. SHREDDED MULCH INSTALLATION: EXCAVATE 2" IN ALL SHRUB AREAS, AND OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION IRRIGATION EQUIPMENT IN CONTAINERS. COVER WITH A 2" THICK "MEDIUM GRIND" SHREDDED MULCH AS SUPPLIED GROdMIDt7DYER: OPERATIONS. BY BLUE RIBBON LANDSCAPE SUPPLIES, INC. (714) 633-3666, OR T T LANDSCAPE ARCHITECT FOR �1 SHREDDED CHIPPER ! THICK COVERING ALL _ 6 TR AND SHRUBS HA PLANTED AFTER CONCRETE PLACEMENT BUT APPROVED EQUAL. SUBMIT SAMPLE 0 HE LAN S EES S S S LL BE PLA E E 0 E Q MULCH PLANTERS (REFER TO �AKT'�Gt� 4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. APPROVAL BEFORE PURCHASING AND SPREADING. PLANTING NOTES). % PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 7. PLACE TREES BETWEEN SPRAY HEADS WHEREVER POSSIBLE. 13. CONTRACTOR SHALL REPLACE DAMAGED OR DESTROYED ITEMS WITHIN TWO 5. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY (2) WORKING DAYS OF NOTIFICATION BY THE CITY INSPECTOR. IF SAID COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER 8. CITY SHALL TAKE SOIL SAMPLES AND PROVIDE TESTING FOR AGRICULTURAL ITEMS ARE NOT REPLACED WITHIN TWO (2) WORKING DAYS THE COST OF SPECIFICATIONS. SUITABILITY BY A SOIL AND PLANT LABORATORY. THE SOILS REPORT THESE ITEMS SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL TISC AIM PER ITY Cu: A TOTAL of st>< (N►) ELMCALYPTUS, 3 LEMON TREES AIB) TEN (10) SNRtJeS AMIE TO BE RElOVED AND WILL BE PROVIDED TO THE CONTRACTOR AT -THE PRE-CONSTRUCTION BILLING. DlsrwR!►eD PER clTr 000Es. 6. CONCRETE SURFACES SHALL BE FORMED WITH LONG SMOOTH GRADIENTS MEETING. fof �eE° TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 14. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR 9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PLANTS, UNLESS OTHEkWISE APPROVED BY THE CITY INSPECTOR. PREPARATION AND BACKFILL MIX SPECIFICATIONS LISTED BELOW. THE Q FENCE. AEi&k T >r sE�eAIGIG MODIFte-A-rioms 'I CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE CITY 15. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE "' TRAIL FENCZ NOTES INSPECTOR PRIOR TO MODIFICATION OF THESE SPECIFICATIONS. APPROVED BY THE CITY INSPECTOR. DESCRIPTION OF REVISION DATE CITY 10. AREAS TO BE PLANTED IN GROUND COVER AND/OR TURF SHALL HAVE THE 16. MAINTENANCE PERIOD SHALL BE 60 DAYS FROM DATE OF ACCEPTANCE. APPROVED. o F15+10E , MEET CITY STAN(7ARD -TI GKSi 5' MOMT4F_ FOLLOWING MATERIALS TILLED INTO THE TOP 6" OF SOIL PER 1,000 SQ. MAINTENANCE SHALL INCLUDE BI-WEEKLY WEED AND RODENT ABATEMENT CITY OF RANCHO CUCAII�ONGA TheorkL�RE �Y� 2' FRCM FIRE t-tY►�RaNTS, ANIS FT. PROCEDURES, INCLUDING 2 FOLIAR APPLICATIONS OF CHELATED IRON AND I ' FROM STpEET La&4+Ts TRACE MINERALS 30 DAYS APART. FOR BID PURPOSES ONLY: CONSTR./DEMOLITION/PLANTING PLAN O SELT(ON FROM BANYAM TO Liz F4. NO2TU TO INE 17. 15 GAL. TREES OR LARGER SHALL BE GUARANTEED FOR ONE YEAR. IN STA U-LED Sl C-1-TY O R DEUELpPE2 C.0N'rI?4&LENT 4 CU. YDS. NITROLIZED WOOD SHAVINGS - SAPPHIRE -STREET uP'�nl CRTCN t3AS1111 RCPL/�C� MEN t. 20 LBS. 12-12-12 COMMERCIAL FERTILIZER (BEST PRODUCTS OR EQUAL) ` PARKWAY RENOVATION 100 LBS. AGRICULTURAL GYPSUM 10 LBS. SOIL SULFUR 20 LBS. IRON SULFATE (NORTH O F BANYAN PRIOR TO PLANTING OF GROUND COVER FLATS, A GRANULAR PRE-EMERGENT, APPROVED BY: DATE:? NON-SELECTIVE HERBACIDE SHALL BE APPLIED ACCORDING TO CITY ENGINEER RC.E NO. 22397 MANUFACTURER' S RECOMMENDATIONS. - DESIGN RECOMMENDED J.F. Davidson Associates, Inc. AM ENGINEERING PLANNING SURVEYING ARCHITECTURE LANDSCAPE ARCHITECTURE DRAWN 3880 Lemon Street Suite 300,P.O Box 493.Rrversde.CA 92502 DRAWNSHEET (7 t 4)686-08" FAX 714-686 5954 DH 4 OF 8 CHECKED DRAWING NO AM DATE FILE NO 132,/-e— W.O.# 8811113 1 , W D iZ W I Q I I � I w P 5 F-- w W TYf 5 1 V 1 -rY� O Q A U) I w Lu W 5 1 A 1 � 5 IM 5 0 Z co nP 4-1 RENIO►VE EX1811NG PLANMNG I U) �—�,tlu rr OF WORK EM `(lNG TREES �--- U) �— REMOVE �SO io 5' FKOM PVC FENCINGopuv1 TYv e `��� y-L 'Pi TVP. <rrr A � ' FROM GENTER ;I G 2 5 r o.Q ! SAPPHIRE STREET 1 s U w . F- Z J NORTH = F— W S C: 1'=2 0'-0' W f� 5 5 � 1 5 ALL BOIL lrROM BACK OF CURB TO FACE OF WALL 0 A AND/OR PLANTER DIVIDER TO BE REMOVED TO D 5 = I w A DEPTH OF 4 B BACK FILLED W/4 W F- OF D.G. F-T AND WMPNNeT To 90 y. LO (n MOTE: CONTRACTOR SHALL LOOK AT DEPTH a DUALITY OLJMrr OR WORK REMOVE EXISnNG PLAN`f•1NG W W OF EXISTING D.G. AND SAVE AND RE-USE ANO i' PLAN1-TGG_ W p,L.L. �/ Ill _ 0.(i. THAT IS OF GOAD QUALITY. 5' SONCRETE HEADER lo2 Q 5 C�YI SAPPHIRE ST EET -o" O.C. s S"x S" PVC POST H v �4•(W iIf �C Q J •��E DA V/n "xi" PVC RAIL S E0 W MOUNTING RRACXET O ) 4 U - . QZ .J PVC FENCE POST CAP a EVERY POST. CAP OUTSIDE OF FACE OF,CuAB NORTH Frr WITHIN'THIN_ po��', wo-� NOTE: L OF CAV0 SC: 1 =20 -0 ovvw_ IT 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. ANO 3/8" BITUMINOUS FELT EXPANSION JOINTS 6615- NOTE f5f.ow S"x S" PVC POST AT EACH END IN PLANTER 2"x6" PVC RAIL Q FENCE SF_T BAGIC t 14E16HT /VI0DIFIC:A-rL&A4 �S _ NOTES: E o� I.1N D.G. < OTELOTEDATCHIDPVC ANGS S AND ALL PVC CITY PSSCAOF DIRECTION VIN PLANT $EO DESCRIPTION OF REVISION DATE ARE REOUIRED TO BE FILLED WITH CONCRETE NOW CURB - RADIUS EXPOSED EDGES APPROVED o iw CONCRETE. AND FINISH PER PLAN t� c R1►ILSP ALL POST I; ENDS OF EXPOSED 6' CITY OF RANCHO CUCAMONGA IL 3. ALL MEMBERS SHALL BE PVC FENCE FINISH GRADE AVAILOLEE FFROM CCJpUNTRv ESTATE FENCE OR APPROVED ALTERNATIVE. CON STUDEMOLITION/PLANTING PLAN r RAILS SHALL JE ORIENTED t 2 4- IL' IN T MARDS T AIL. /3 RE-SAR CONTINUOUS : FINISH GRADE o _ MINIMUM (UNLESS OTHERWISE INSTRUCTED) SAPPHIRE STREET 1 � II� ,� , ,,�, ? � ,,,�,, FOWM ,,,,� PARKWAY RENOVATION �� • • �" ter. G><tST• 31RE RE.Nov�Tipt.1 ?b (NORTH OF BANYAN)rr?ct'STt�VCo -fRAtl� -• `� �, :•s ;: CAL f0t&4U11 Ft:r W__o� 6HOWN c*4 SHEET CO SHALL N �� ;.� `�• FOI.L 'TF405E.CAUIPr_L.IN1=S- APPROVED BY: It DATE: �• ' �� ' : SECTION CITY ENGINEER Li�� R.C.E. N6. 22397 /I DESIGN RECOMMENDED CONC. FOOTING --/ IZ. A� J.FENGINED �Davidson Associates, Inc. AT EVERY POST ARCHITECTURE LANDSCAPE ARCHITECTURE 4A� DRAWN 3880 Lemon Streel Sude 300,PO 9o■493.P"rsde.CA 92502 SHEET (7141686-0844 FAX 714 686-5954 A PVC FENCING DETAIL CONCRETE HEADER DH ---I—OF CITY OF RANCHO CUCAMONGA B CHECKED R.L.A.NO DRAWING NO AM DATE f-It-" FILE NO W.C .# 8811113 V 4.- /67. ' 2 I 1 --- — F C R R F E ' �- -? - - - - - - - - - - - - g - - - - - -- - - - - - - - - - t- - --�-� �-- - - - - r , - - - - . 40 - - - - - t- - - - - - - -- - - - - - - - - - - - - - - At- - - - ; I - ' II . 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TRAI l_ a I 6 ��•111ST pV.41�EMGG a THOROUGHBRED ST. q 6 � W JENNET ST. _ cxls-�.►rttXv CURB M 0 +� o I S SHT N0. 2 I.. - 4 9 3 o EE A L 0' I- SEE SHT. NO. 4 E` new 30" W-G3 `� x �,�W W; � =v W1 , v93 ' _ut - I _G F' UNI3TRQT _1L I" 4 ' Ex13T. ON rt �,u JN = _ y W h SCA E. 0PLANT�LR. 1 p g '3a � ' Q d 0 e tZ' t8' 18' IZ' V z 5� n) �, _ ~� i sex " 2 r 4 `�,; n Z N � C ,� � � R 46 0O iel �9� _ a Irl `� �O 8 m Ea 57 �' ,�� o t n 0 a -* U / v m N 45 t VET 1 L �6� E9U t� �ti r �i ,S4wc'UT EE c �a Q Q A `. IL R •e N NAGE sl�►a-co T �l /o n 9 I- 5 T I I �I( C(� C S'C R E L G 1+T t E'er '1D VIS � yd I �o.ao' .a, � I � � - ,? t S 5 � W `n `� - + '� =3 _ .T C � ti• C 'b 5 1J1 47 -- _ Uj W � �U 1 � S ,. � \o��� W D^a 1�� Ic�a���ti�K LL Aa ,tti. I lip �S. LL _ -- 5 ti — - I, W nJ d ► I O (n v I 0 aq' TRACT BOUNDA YR B -� �� �rifurc cu,�5gutl'cr E N V TI N i AREA OF RENOVATION ��F I AREA OF RE O A O �>� To 11?AIL FMcE KE:NOVATION r10TeS THIS SHEET REFEZ_-Tb -MAIL- FI�►.)C!_ F-e4_%0VAr-I10t.1 n�O7"�S ' ���� • ' JJtt .,�r�Ss� T. SAPPHIRE STREET „ , itV se SCALE: 1 —40 —0 ` E ��✓F syT 48 b - ,��sz �c .` I NFT Q 4 2 O ? CURVE DATA _ /.z�/.�. �9-•-Tho�v�9h 6r�r�/ N. a-.> :_ ` Exp 1 �' �. t� D R L T s v m A 900 03' 45” 27,00' 42.44' 27.03' y' OF c,►t�F 6) 0 V1 Q B 76. 02' 18" 27.00' 35.83' 21.11' C 15' 00' 00" 112.00' 26.18' 1317' •I ') ©FENCE µOGt�T) SET MACK, AND51GN MDDIFIGAT16nl S /0j7 D 129' 54' 04" 38.00' 86.15' - ��S-f2UG-rID� QTES •. INSTALL SPLIT RAIL PVC FENCE PER Sze toto DESCRIPTION OF REVISION DATE APPR 0— MODIFIED TE2C-b FENCLSEEDETM TO MATGt� EICIST. QL iNLIGH'COfTRIMEXISTPOSTS SELDETRIL 'A' UC GEX15T. Pc)STS -� 3� CITY OF RANCHO C AMON A I t TOP OF CAP � AP E G11 R 6t C:c11`fE7Z I �i'VPIGAL. TMS SHEET TRAIL FENCE RENOVATION NOTES SEE SHEET 5 OF 8 FOR ADDI'171OMAL FENCE DECD 1 L S HORSE TRAIL FENCE RENOVATION Imo;' .3 1. TY P- t 3'TYP 3"± Contractor shall modify existing horse trail fence as follows: CONST. 3" A.C. OVER 4" A.B. SEE GENERAL NOTE y g _ SAPPHIRE STREET I o Remove fence PErt D1r+ti ,�lon15 THrS grt�ET 2 CONST. 8" CURB 8 24" GUTTER PER CITY S DWG. . 303 T L �_ 1 3 313 gl ' C T. A.C. BE PER CITY ST WG PARKWAY RENOVATION Q7(t9T Elttl-r 1 I few RAIL(ZT ff'� p" Ll I qIL i r 0 T. IASL (0.10'MIN) HI SS AC OVERLAY ,�L EXlST R I N W POST 36 o Remove top rail and cut posts to 3 height (per detail NORTH OF BANYAN II Y c � POST f ��� I I �- 1VF A,-r1�Is sHEE-r- cot4TKK_-ror_ SHAD, NCrM ► L��1I a1�1u�Tm�Ts 5 T. SPAN 8 CROS TTER PER CITY STD. DWG. NO. 308 1 J R,ACT NO. 10349 t 1 Fort '>Ft i s pTt c c�u►.+z + NOTE: 5 E E SHT, 3 6 1 1 6 CO T. WSIDEN I E PPROA P R CITY STD. WG. N0. 305 (W=24�) $5 FDR AWSL. 1 APPROVED BY f DATE 7 L I FENCE DETAILS _ I 1 o Fence shall be modified to meet City standard $E`�PA�Ks.; 7 INSTALL STREE AME PE ITY STD. DWG. N0, 01 22397 1 I 5 from driveways, from street lights, and 2 from CITY ENGINEER R.C.E. N0. . Y . 1 9 9�— INSTALL ET LIGHT - 580 MEN H.P,S.V. (BY OT ERS) DESIGN RECOMMENDF�D- I I ; ✓EPst fire hydrants. I RAIN PER Y STD. DWG. N 507 FD 1 1 10 CO . UNDERSIDEWALK D J _ BENCH MARK TRl� 1 L I I 5'T RE E I f l0 ��/�' J.F. Davidson Associates, Inc. T T NO I I II CONST. SPLIT FENCE PER CITY STD. ( DRAWN �, SHEET ,N A, Nkl RVE S. B. CO. B. M. N0. A243 Y I EW I AI GUTTE VIEW Contractor shall repair all damage t0 existing landscape and ENc EE Nc �„ Nc. Su Nc cxlsT.Mow �r�t13 c � I CHIS "o" INN N.E. CURB RETURN I AACM,rEcTu�+E ukoscAVE Aacr«rEcrunE •� E�.tST PLur`7'iER irrigation.''- __ ____ _ -- __ 9 JFD 36W Lembom StrgK Swt°300.P.0 SON ata Mr., a,G 22502 6 8 BANYAN ST. 6 CARNELIAN ST, Ex1ST D.[,. I I •- ----� -- OF NOTE.= NEW FEN[..E TOLGY,IFORMTO (7t4I686064s FAx7ta68659s4 � EXIST, Ft]R THIS SNEQT CHECKED DRAWING 0 ELEV. : 1726.36 ( Nrb s/o -rmouszoa6mt3RED "r'IR►� �1[ AM R.0 E NO 32 L E' T I Q Q SEE SHEET 5 FOR FENCING DETAIL DATE -j2-gq FILE NOk;To�� r W.O. #8811113 I I ALL SOIL FROM BACK OF CURB TO FACE OF WALL A cors REco w . AND/OR PLANTER DIVIDER TO BE REMOVED TO 5 cr I DEPTH OF 4' i BACK FILLED W/4' F- A Ir I I OF D.G. W I:T Amo coMrAcr To 9oyb. OP F- w yVp Z � w � jO �k w u, Z c1YP. I d *9, t!:!Nw— as v MPa . SAPPHIRE STREET w cn NORTH SC: 1'-2 0'-0' UA vi cti �lE OF FF_I.ICE 5E75RCk 4 Lr.1&14-f AA60MCA-f(OhA DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA CONSTRUCTION PLAN SAPPHIRE STREET PARKWAY RENOVATION (NORTH OF BANYAN) APPROVED BY: [ / � OATEN CITY ENGINEER ,� ,. RC.E N0. 22397 DESIGN RECOMMENDED AM J.F. Davidson Assocletes, Inc. ENGINEERING PLANNING SURVEYING DRAWN ARCHITECTURE LANDSCAPE ARCHITECTURE SHEET 3660 Lemon Sheet SWI@ 300,P.O.Box 493,Rivemlde,CA 92502 DH (714)686-0844 FAX 714-684-5954 I 7 OF�_ CHECKED DRAWING NO 0, SEE SHEET -4 FOR CONSTRUCTION NOTES AND SHEET 5 FOR FENCING DETAILR.C.E. NO AM DATE a-Iz-art FILE NO / W.O.f 6311113 NOTE: 1. STAKE TREE PERPENDICULAR TO PREVAILING WINO. MEYERS . 1/2" ABOVE FINISH GRADE 2. ►lAtt "'CROW-POWER' TATS TM PLANTMEUG-I-M285 ENCLOSURE ROUND PLASTIC VALVE BOX 6 COVER `-HI-POP SHRUB HEAD / CONTAINER PRIOR TO PLANTING FOR ELECTRIC METER MARKED "IRRIGATFON GATE" FINISH GRADE "CHRISTY" FL8 BOX 6 FL8D LID (OR EQUAL) � COLOR C00[0 MAP FOR VALVE PROPOSED TREE LOCATION GUSlOINGiSTItt1CTUlE OBSERVATION "POSES. r_ l-Jil LOCATION INSIDE (PER. SPEC'$.) AWN AR IIII'TO► OF STAKES - CAL SENSE 3000 (PLAN SIZED) __ WALL MOUNT CONTROLLER3" IN PLANT BEDS FINISH GRADEMAIN TRU11I MOUNT WITHIN ENCLOSURE.L_ _ 120 VOLT WIRE IN RIC1D STEEL -_ i III CONDUIT (PER LOCAL CODE) "VIT" TWIST BRACE (1) PER SPECIFICATIONS ON-OFF SWITCH AND 110 VOLS 11� - _ IiIII (2) SPACED 12" APART FOR CITY STREET __ 1 EXTERIOR OUTLET TO BE PROVIDED BY `' 12" MAIIMP TREES (DO NOT NAIL, SCREW INTO LODGE _ I' �IIIII 5 CONTRACTOR. �� rc i POLE). N I LOCK OUT " 1 E�• FINISH I I COMMON WIRE/CONTROL WIRES IN 3 z -- III z GRADE " ` � fCH. /0 PVC CONDUIT = i 1 2' t 3' X 4" CONCRETE FOOTING s I j APPROVED IBES STAKES Nof aoj INSTALL A MINIMUM OF 3" ABOVE r./ AWNING/BUILDING 011ERHA]16 (2) PER SPECIFICATIONS NON-PRESSURE LATERAL ARWR GUARD IN TURF AREAS d GRADE AND SLOPE TOP TO DRAIN v d LINE A FITTING �EJ" I;d ': AT A MINIMUM Oi 2%rl� P DIA. ►VC PERFORATED PIPE - fltl W1tH l'_ ! ' (i= -! BRASS GATE VALVE 1/2" WASHED CRUSHED AGGREGATE /ASE FULL = III t'�- OF II D[RECT BURIAL WIRING TOWITH BRONZE HANDWHEEL MARLEX 90 STREET IHIRDSCAPING � 1(1111 ELL LENGTH OF PIPE (LOCATE 11' FROM TRUNK) VALVES: BUNDLE AND TAPE EVERY 3' TERM TO FORM DEPRESSED WATERING e" 15 FT. O.C. INSTALL WITHIN MAIN $ASIR FOR GROUND COVER AREAS LINE TRENCH. RA EFER TO DETAIL NO. z I{GUI 2" THICK CHIPPER 'R1LCR o•��vab•o°"•�� deo• - 3/4" WASHED CRUSHED NOTES: °`. o •,°06 - e ` °: . °� f :Cul{II AGGREGATE BASE 1 SCM 40 PVC 90' STREE: ELL ^" 1. INSTALL CONTROLLER Ptt MFC. PRINTtO INSTRUCTIONS AND PER LOCAL CODES `% °• K' °' IIII - CONTAINER ROOT TALI LOCATION TO it APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTI01 (tIIIIiIIIII FINISH: 2 COATS L'(sHT 6&&f_ SEMI-CLOSS EHA3IELCOL011 T>EILtGYr MARLEX 90` STREET ELL 'GROW-POWER' PLANT TABS PER 2. COMMON WIRE TO It WHITE AND CONTROL WIRE TO It RED IN COLOR. NOTE: KA x MANUFACTURER'S RECOMENDATIORS 3. NO SPLICES SHALL It MADE IETVEEN CONTROLLER AND REMOTE CONTROL. VALVE. SCH 40 PVC MALE ADAPTORS I SCH 80 PVC NIPPLE - TYPICAL (2) PLACE'S 1. MINIMUM CLEARANCE: �'-0" FOR S GALLON TO 36" 901< TREES (� 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL LARGER TREES PER LANDSCAPE ARCHITECT'S INSTRUCTIONS I IACKfIII MIX PER SIECIfICAT10Ni ANTI-DRAIN VALVE AS REQUIRED VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. ^' !I NATIVE SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR NOTE: 2. IN CASES WHERE TREES ARE 6'-0' OR LESS FROM ANY STRUCTURE. MINING. ORr- CORRECT VALVE SEQUENCE. NOTE: MARDSCAPING, INSTALL TREE IN ACCORDANCE WITH CITY INS"tTOw ��I- � i i .3 IIIA PLANT PIT TO It (2) TIMES THE S. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST ICY - FOR FUTURE USt. 1. LOCATE HEAD 2" FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND INSTRUCTIONS. I��I IIT WIDTH OF THE ROOT GALL A 12' 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. EDGE OF LAWN. BELOW THE BOTTOM OF THE ROOT LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL ' 3. TREE SPACING SHAH BE APPROVED BY THE Cttr TtnsrBc�aL BEFORE My IAII 2. SCHEDULED INSTALLATION. MANUFACTURERS* ►M. HIO.: (1131) 72111-818" STRUCTURES IN SHRUB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. QLREESPACING REQUIREMENTS DOUBLE STAKED TREE C GATE VALVE-3" or smaller 3. USE TEFLON TAPE ON ALL MALE THREADS. F PEDESTAL MOUNT SPRINKLER CONTROLLER A POP-UP SHRUB SPRAY/BUBBLER .a CONC VALVE BOE 1 C.I. COVER WIRE SIZE LEGEND NO'S: MARK L'I _ - ED 'IRRIGATION FICv' BOX SIZE WIRE SIZE >< __ GUY WIRE 'CHRISTr• 89 60X 1 890 ll0 24" 2"x2"x18" 1. UNTANGLE MATTED ROOTS BY LOOSEN!NG ALL ROOTS AT EDGE Of ROOT BALL WITH WATER RDWD STAKES (2) 6" 6" FROM HOSE. DO NOT CRACK ROOT BALL. 42 b OVER 1010 TO SPRINKLER • AN6lE PIPE TO " Ig" 2. PLACE "GROW-POWER' TABS tN PLANT CONTAINER "TOR TO PLANTING FOR OGSEwa1tON SPECIFIED DEPTH WITH 4S' ELLS PURPOSES. RAIN BIRD 3 LRC WITR YELLOW STRUCTURE OR SCH 40 PVC MALE ADAPTOR DEADMAN DETAIL RUBBER CAP - SUPPLY ONE KEY PER 12 QCV'S INCLUDING HOSE HARDSCAPING SCM BD PVC UNION SWIVELS. BRASS NIPPLE FINISH GRADE - INSTALL IN A.FINISH GRADE PLANTER BED ONLY 18" Maximum 'SNAP-T1TE' WATERPROOF CONNECTORS 19 IN LAWN AREAS u 3' IN PLANT BEDS ELECTRIC CONTROL VALVE � f �. fIRiSN GRADE (3) DOUBLE STRAND GALV. WIRE GUYS SPACED EQUALLY �_ ,- _ -CLEAN {ACKFTII - SEE SPECS. FOR ARROUND TREE - COVER _ = MATERIAL, 90% COMPACTION REOU14!' - STAINLESS STEEL --►1G TALI EXPANSION NEW RUBBER HOSE OVER WIRE AT WITH 3/8" DIA.x3' WHITE 3' BERM TO FORM DEPRESSED p z = LOOP (MIN. 24' LONG) PVC TUBING WATERING BASIN z z '"r - SCREW CLAMP = POINT OF CONTACT � C = o BRASS NIPPLE _ BRASS 90 ELL MINIMUM (3) PLACES ' GRASS ANGLE GLOBE tz 6" DIA. PVL PERFORATED ' BACKFILL MIX PER THE PIPE - FILL WITH 1/2" I11t d BRASS 90° STREET ELL _ VALVE W/Ur ION SPECIFICATIONS WASHED CRUSHED AGGREGATE 4 I', i _ t ! NOM-►RESSMf LATERAL EINE BRASS NIPPLE - 6" LONG B4 REBAR STAKE �-F BASE FULL LENGTH OF PIPE 3 `n `L SHAKE PIPE IN TRENCH B BRASS 90° STREET ELL +� = LOW - (LOCATE 18" FROM TRUNK) LL'-' z - = GRASS NIPPLE RDWD DEADMAN - '=`.'s`?j "` Z J t (24 LONG) 3- - '6ROW-POWER' PLANT TABS PER _ $ 3/4' WASHED CRUSHED PER DETAIL MANUFACTURER'S RECOMENDATIONS z ( AGGREGATE THIS SHEET 3" BERM TO FORM DEPRESSES CONTROL WIRES - BUNDLE AND 'APE AT +s O.C. AND INSTALL AO ACES ., _ II WATERING BASIN Il GACKFIII MIX PER SPECIFICATIONS � ---- H TO PRESSURE SUPPLY L:1111 CONTAINER PLANT ROOT BAIL SC 80 PVC HIPPIE - IIII C -- 90 - - t � CONTROL a COM'•gN WIRES _ , I� _ I �PL.AMT PIT TO BE (1) TIMES TME i 's PROVIDE 2' Of CLEAN BACK .LL -- y �� R d IT ui,' "� 1 WIDTH OF THE ROOT BALL i 12" " BELOW THE BOTTOM Of THE ROOT PRESSURE E IN LIN[ scH .orcl �+s SCH 40 PVC SxSxT TEE PRESSURE SUPPLY LINE -� ,Ili! BALI +:' Trrtut _- - PLANT PIT TO BE (2) TIMES - - - SNAKE PIPE IN 'BENCH �liiil=moi� Il -- --- MOTE: THE WIDTH OF ROOT BALL b NATIVE SOIL ' � - ' 12" BELOW THE BOTTOM OF a - "GROW-POWER" PLANT TABS PER NOTE PRESSURE SUPPLY �_ 1. INSTALL CONTROL VALVES A MINIMLM Of 12' FRCMI STRUCTURES OR HARDSCAPING. THE ROOT BALL MANUFACTURER'S RECOMENDATION! 1. PIGTAIL AND 100P CON'ROl r;RE AT All 90' CHANGES IN DIRLINE FITTING 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEIR TO SIDEWALKS.ECTION. PRESSURE SUPPLY LINE NATIVE SOIL ROOT BALL 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. NOTE: /�► /� 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BBI. 1. INSTALL GUYS HAND TALK TO PREVENT DEFORMATION OF LIMBS. TYPICAL TRENCHINV 2. PLACE "GROW-POWER" TABS IN BOX PRIOR TO PLANTING FOR OBSERVATION PURPOSES. f` QUICK COUPLING VALVE WITH METAL STAKE S. ATTACH UMBER , T VALVE IL WIREICATI011 TAG WITH APPROPRIATE CONTROLLER AND 3. ALTERNATE DEADMAN ASSEMBLY: "DUCKBILL" TREE ANCHORING SYSTEM. CONTAINER PLANTING (INCLUDING ELECTRICAL CONDUIT) D VALVE REMOTER CONTROL VALVE WITH SPECIMEN PLANTING 8� GUYING M SHUT-OFF VALVE a UNION IN GROUND COVER lot( • HARDSCAPING 1. (Qut"NT TO a INSTALLEDM AM AT A I11NIMUR Of 24• ►ROT STRUCTURES OR MIIROSCA►1NG. �I• • 2. ALLRVI AML COLOR A5 SELECTED ASSIEMILT SMALL (1) COATS AOf RED D PPR.IM(R ANO (1) COAT 4 3. WMEI Loll IS NEXT TO A STRUCTURE (U. WALL, IUILOING, ETC.) MOAT TEST COCKS 04 CID 11z • cc 3 5 OPEN 04 NON•STILKTURC SIDE. 6 2 0� --------------- c -.�---WwftOW PREYENTOR ASSEMBLY1. LINE SIZED BRASS �, BRASS NIPPLE TYPICAL (A) PLACES + 5 .� !I GATE VALVE i ffq V�� ELEVATION III - ill I MASS "' ELL TYPICAL (2) PLACES if Of CA`�((g� -------- MASS NIPPLE MASS WE STIUTNER WITH 60 MESH _ CLEAN BACKFILL - SEE SPECS. FOR "11. SCREEN z MATERIAL, 90% COMPACTION REQUIRED t3RAss uNto _ _ 12' THICK . Ir WIDE CONCRETE PAC �• N _ ,2• SLOPE TO VARIES PER NWUFACTURER) DESCRIPTION OF REVISION DATE CITY APPROVED. ` SAND e FROM WATER SOURCE FINISH GRADE 5 EQUAL NON-PRESSURE LATERAL LINE SLEEVE 0o CITY OF RANCHO CUCAMONGA 3 SIZE TWICE DIAMETER OF NON-PRESSURE h 'G it 4T T LATERAL LINE IRRIGATION/PLANTING DETAILS 6 U II CONTROL WIRE SLEEVE - SIZE PER PLAN 1 „noR-i GRASS N1"LE • TYPICAL NOTE: N INSTALL ADJACENT TO PRESSURE SUPPLY I ° 11 - d� (2) PLAC(s _ = 12'Nli'N12' CONCRETE PLAN vlEw -__ LINE SAPPHIRE STREET 1. ALL SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACING TRIANGULAR UNLESS VIII Ilii III -_!'' ! I -R(QW. COMPACT ION THRUST CLOCKS - TYPICAL (TRIANGULAR) Ii REoullEo (2) PLACES PARKWAY RENOVATION OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. - PRESSURE SUPPLY LINE SLEEVE - SIZE SCm14wC)Kkf ADAPTORS LEGEND: `` PLACIES 1. WALL. 6" TYPICAL TWICE DIAMETER OF PRESSURE SUPPLY °� LINE TO SYSTEMS 2. FINISH GRADE. --->. (NORTH OF BANYAN) 3. EYEBOLTS: SECURE VINE TO WALL WITR 5/1" DIA. EYEBOLTS -71 IN LEAD SHIELDS. ROv 4. 13 GA. GALV. WIRE: SECURE VINE To WIRE WITH NURSERYMAN'S NOTE: APPROVED BY: DATE: � - BRASS CO' Ell - TYPICAL � ?APE. /S C (2) PLACES -- s. EYEBOLTS FOR FUTURE USE. 1. ALL SLEEVES TO BE SCH 4Q PVC. CITY ENGINEER RC.E. IVB. 22397 6. 1' x 6" CONCRETE VINE COLLARS IN TURP AREAS :ONLY. INSIDE DESIGN RECOMMENDED RADIUb OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. JFD MINIMUM. J.F. Davidson Associates, Inc. -64 VINE PLANTING K SHRUB & GROUND COVER REDUCED PRESSURE BACKFLOW N TYPICAL SLEEVING E DRAWN JFD 9880 Lemon Street Suite 300.P.0 SURVEYING 493.RYversK%.CA 92502 SHEET SPACING I".I ARCHITECTURE LANDSCAPE ARCHITECTURE p PREVENTER 1714,686064. FAX714-686.5954 8 0F . CHECKED DRAWING NO 14M R.0 E NO DATE �-i2'ag FILE NO /32ff-L W.0.# 8811113