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HomeMy WebLinkAbout1580-L DEVELOPER /OWNER - LANDSCAPE ARCHITECTURAL PLANS SHEFFIELD HOMES 3400 CENTRAL AVENU- E SUITE 325 111111 111 I��111111111 T ACT 13835 r1% 11 1 1 r� A If% I��111111111 MI VER, SIDE , CALir- ORIII Nit-% :12506 OCHESTE & VINTAGE ST EET (909 ) 682 5352 LANDSCAPE MAINTENANCE. DISTRICT NO. 6 VICINITY MAP GENERAL NOTES N SHEET INDEX T TITLE SHEET BANYAN• ST. PROJECT 1. An Encroachment Permit shall be obtained from the City Engineer prior to commencer nent of any work. L-1 IRRIGATION PLAN Q2. All work shall be performed according to current City standards and the Standard Specifications for Public L-2 IRRIGATION PLAN VINTAGE DR. Works Construction. _a0003. At the conclusion of rough grading, an agronomic suitability/fertility soils report shall be furnished to the City Inspector and all such L-3 IRRIGATION PLAN HIGHLAND AVE. recommendations from such a report shall supercede soils amendment recommendations shown on the plans. X 101- L-4 IRRIGATION PLAN O ^� 4. Upon completion of installation, a maintenance period of one hundred and eighty (180) days is required prior to final acceptance of the SAN BERNARDINO FWY. �''` work by the City. Maintenance shall include mowing, weeding, irrigation, pruning, raising tree root balls which settle below grade, fertilizing L-5 IRRIGATION DETAILS and applying such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs, replacement, cleaning and __,el�:Aft_ adjusting necesssary to keep the irrigation system in good working order with proper coverage. Commencement date for the maintenance period shall be approved in writing by the City Inspector, L-6 IRRIGATION SPECIFICATIONS V w Z i 5. One controller chart shall be provided for each controller. Contmtler chart shall be the maximum size the controller door will allow and shall Y FUTURE w L-7 PLANTING PLAN ( ) = show the area covered by 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 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 diffferent color shall be used to show the area of coverage of each station. When completed and L-8 PLANTING PLAN approved by the Public Works Inspector, the chart shall be hermetically sealed beween two pieces of plastic, each piece being a minimum of 20 mils thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in place L-9 PLANTING PLAN prior to final acceptance of work by the City. 6. 8"wide or 6"wide x 6"deep concrete mowstrips shall be provided between all shrub/groundcover areas and turf areas. Mowstrips shall L-1 0 PLANTING PLAN VICINITY MAP also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. See details herein. PLANTING DETAILS 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 L-11 N.T.S. conditions as approved by the Public Works Inspector and Project Planner prior to final construction. L-1 2 PLANTING SPECIFICATIONS 8. Application of any chemicals shall be by State licensed personnel. 9. Calsense equipment shall be installed under the direction of a Calsense representative, telephone(714)458-0129. 10. Walls and footings shall not be located within the City's right-of-way or easements unless detailed construction and structural calculations have been approved by the City Engineer. MAINTENANCE RESPONSIBILITY MAP 11. street Tree Notes: CONSULTANTS A. All street trees shall be planted and staked according to City Standards and Specifications, as proximity to hardscape dictates. No street tree shall be planted where the center of the trunk is closer than three feet(3') to the face of curb, unless otherwise noted. B. Prior to the commencement of any planting, an agronomic suitability/fertility soils report shall be furnished to the City Inspector. Any unusual toxicities or nutrient deficiencies may require backfill soil amendments,as determined by the City Inspector. Q ftVlSlo�l 7ti Re+�l K.e+•�tFs.S1EGKl C. All street trees are subject to inspection and acceptance by the Engineering Division. CITY MAINTAINED LANDSCAPE AREAS (LMD) D. Street trees are to be planted per public improvement plans only. K NOT A PART TEMPORARY FIRE ACCESS KFORSUM/SUMMERS & MURPHY, INC. J4107 COAST f 'anNAY SUTE 200.DANA PONT,UIIrORNIA 02679 171AI 443 1446 ROCHESTER - LANDSCAPE ARCHITECTS .n - 5a 3t t� t� <. 30 19 r Y _ 16 43 SEE S' E S L-3, L-9 � 'I 6 CIVIL ENGNEER: DWIGHT FRENCH & ASSOCIATES, INC. 1470 S. Valley Vista Dr. Ste. 290 . 6 44 I' _ �. 29�` M 17 DIAMOND BAR, CALIFORNIA 91765 o L 52 J 33 p N 2t SEE SHEETS L-1 LANDSCAPE QUANTITIES �CA1Vj U 7 V' 45 40 28 Z 16 L-7 Y 4 t O 51 34 Z 22 10 �^ ... Z V" 46 39 Z 27: o 15 3 Y 147 3s p 23 1, * ROCHESTER AVENUE VINTAGE DRIVE` SEE SHEETS L-2, rr Po+KT OFGaNNEGTIoN M6TtF-a 3b 6 '. L-8 14 = z 't,:t�� TOTAL S.F. NON-TURF LANDSCAPE AREA O TOTAL S.F. NON-TURF LANDSCAPE AREAL- 59 _ te .y .ETs ,3,4g dy oK- • -� 97 ca r i y JrG' 24 m O TOTAL S.F. TURF AREA O TOTAL S.F. TURF AREA DESCRIPTION OF REVISION OATS C1 Y i e 37 r} �. Qt3 Q I Q , APPRovEo 60 I Pon" THUNDER -- AV 4.GBO TOTAL S.F. HARDSCAPE AREA(WALKS) 7Co77i TOTAL S.F. HARDSCAPE AREA (WALKS) ... on O I I oo TOTAL S.F t�oo�c���►P� O TOTAL S.F.TRAIL AREA , CITY OF RANCHO CUCAMONGA SEE SH ETS L-4, L-10 O O Q r I#a•44-12- TOTAL S.F. OF ALL AREAS OTAL S.F. OF ALL AREAS TRACT 13835 2 l 63 64 65 66 167 168 69 70 71 721 4 75 76 77 Z L •Zb TOTAL ACRES TO BE CITY MAINTAINED O,#Z TOTAL ACRES TO BE CITY MAINTAINED ~" ROCHESTER AVENUE L U TOTAL L.F. OF TRAIL O TOTAL L.F. OF TRAIL & VINTAGE DRIVE O TOTAL L.F. OF CITY MAINTAINED WALL 0 TOTAL L.F. OF CITY MAINTAINED WALL LMD LANDSCAPE PLANS SITE PLAN @QCHESTER AVENUE STREET TIR E_ YLNTAGE_DRIVE STREET TREE, APPROVED BYLILZ -/ DATE . sc: t' - 100' SYMBOL BOTANICAL NAME/COMMON NAME QTY SPACING SIZE SYMBOL BOTANICAL NAME/COMMON NAME QTY SPACING SIZE CITY ENGINEER / RCE NO._ 24953 w -- - - -- - -- ------- - - BRA POP BRACHYCHITON POPULNEUS 12 •Zrp'O.C. 15 GAL. PLA RAC PLATANUS RACEMOSA 22 35' O.C. 15 GAL DESIGN REC 'MMENDE DS jJ`� �f�/C-t BOTTLE TREE MI IJ • CALIFORNIA SYCAMORE MIN. _ _ —__ dr 1(1611 INVSt IMNIf RS R NWRI'I IY, INC. DRAWN .....,,.. ............ SHE E T A 1�-t GA>\1 Su►rl�o M I�I � 14 'liJ11MII . — ------ -- -IA-II-U-(-A-If—AR-C1-1 ,F-(IS fr44ULAM fZ+1L1S O . OF CHECKjE�D_ I� JOB #260702 DRAWING NO - — -- DATE - - -- ---- — FILE NO / SOO--L TITLE SHEET SI-16T # 1tt9 OF 3O am GNP a tet--_,t „. ..; 1�i - - �^ ^•s s .e..>• -- + o - i 2 78 FWNW by f 4+ g5 lo� 7- v 0 3 3 L� o DSeN00 /000 LLJ Z ( V) Cd N N NO u I Q- W P w I p p p Lr) 11 > w a 11 11 11 w w w a. X15 � 0- L- W 0 - ( _ 1K _ uJ A- 7 6 � 0o zL — _ ^O Z4 41 DO ZL __ _ �Q Q t.; IU 7 NON 9n021M .9 V �, ---- fs N N' e� ,, Y. 11 BIGHORN PAK CaIOIIT CA i £/ aC� 6 ; �'� 'cam, Z� CID mi or E� r Q ^: l s Ss a. mow+ ,oz s' L 1110, wQ W © _ +i 1 a- 00 - 0po O © o O Q a n ii p p ~ (n F IS r� I w / K) 11f ZQF r r.p W,v� ao Ib cd 11 w w w T- O b 6 W , � 11 w 'Ir U - 00 w L) �, cfig V s - � ' I , } If % 1111 In m O F 9' �� ✓�� � S ����5 r�rc� 9s` c X13 �►, 00'09 ✓ QL", 00•z: I nn c - _�,..�i.11t .. .r Q o In rl r. MATCHLINE SEE SHEET L-2 1 4r w I- 1 � Ar IRRIGATION LEG . MB9L MANUFACTURER DESCRIPTION PATTERN RAD_WS GPM PSI Q p v RAINBIRD 1812sam 15 SERIES SHRUB SPRAY FAQ 12' 3,1.5,.75 20 14k• wo, RAINBIRD 1812sam 8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.33 20 O RAINBIRD 1812sam 15 CST SHRUB SPRAY STRIP 4'x28' 1.0 20 '•� ®rlocwcs.nl O RAINBIRD 1812sam 15 EST SHRUB SPRAY STRIP 4'x14' .5 20 ,L... L E 't' V y RAINBIRD 1MIAd5 SERIES s SHRUB SPRAY F,H,Q 12' 3,1.5,.75 20 // 1, " S SHE T 10 RAINRIRP_ems. nn renrrr•r+rrzerr pier 4 6YAI` 6FIRk1E36RfI/4V /1941 42' 70—• ®-� L-3 L-9 io O &Cf RAINBIRD IEIL�8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.33 20 � � � „ " I'M to c L" " SEE SHEET " x _ _ CONTRACTOR SHALL USE RAINSIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINSIRD HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. " lit W « 23SEE eHEET ' ® WATER METER-SEE PLAN 4 _ ' 10 BACKFLOW DEVICE INSTALLED PER DETAIL "P` '� 'Y'h✓ o , L-2�L-8 zou CRIPT N OF REVISION oATt clTr ® MASTER FLOW CONTROL VALVE-CLAYVAL 136-2"-ACSKC, 24V, DIB, NORMALLY OPEN. r OES 10 IAPPRMO © FLOW SENSOR-DATA INDUSTRIAL MODEL JI220P-SIZE 1 112". NGER - -- AVE - -' WILKENS 500 SERIES PRESSURE REDUCING VALVE-SEE PLAN FOR SIZE DNP QUICK COUPLER �' 0� RANCHO �� O �� IRRIGATION CONTROLLER-INSTALL PER DETAIL. �) SEE SHEET _ ( Q L-4 L-10 RAINBIRD • ?j ° a .. s .. I« i« r RAINBIRD EFB-CP-PRS SERIES AUTOMATIC VALVE L � ® TRACT 13835 BRASS LINE SIZE GATE VALVE- NIBCO,WATTS OR EQUAL-INSTALL PER DETAIL. . XPRESSURE MAINLINE: SCHEDULE 40 11/2"AND SMALLER ROCHESTER AVENUE CLASS 315 2"AND LARGER-MINIMUM 18"BURY PVC -64 .,49 LATERAL UNE -MINIMUM 12"BURY & VINTAGE DRIVE PVC SCHEDULE 40 PIPE SLEEVE-SIZE NOTED -- PVC SCHEDULE 40 WIRE SLEEVE -SIZE NOTED IRRIGATION PLAN CONTROLLER STATION / r��' °°" y' VALVE SIZE MINUTE e�,`© �- i "` CITY ENGINEER ! /l/I / RC E N0. GALLONS � . ,z��ci(H -L` L 24y 24953 SQUARE FEET OF IRRIGATED AREA DESIGNRECOMMENOf D - _wt,I I (T L6 - I0RSUh1/SUMM[RS R MURPI IY, INC. ` DRAWN ,.,,.,.,.,,:..,..u.:, .,u�_,:,..,...,,.,, ,,:,,.,,.. SHEET CO NORTHsr44��� r l 11Nl)5(AI'E AF(111M 1S OF SEE SHEET l,� 4 FOR IRRIGATION SCALE 1 20'-0•♦ �F `A`,� CHECKED !°� 2G07OR E NO DRAWING NO S N NOTES DATE FILE No �•'� SHEET NO. OF 30 1cl MATCHLINE SEE SHEET L-1 i�-�asawaww"?wwwww www�.w www=��w w>t�wwwwww7:7 C I � al wMan 's -_ �' �... - l�RI GA TION LEGEND — �� os� »..�...� Off- -- _ -�. SYMBQL MAN�JFACTURER DESCRIPTION PATTERN DWS GPM PS/ i VT \ 0 VV RAINBIRD 1812sam 15 SERIES SHRUB SPRAY F,H,Q 12' 3,1.5,.75 20 A`� - - - - 94 - - - - - - ��� - • �� 9�2++n+ 46V,AN 6i11idB-+SPRA* 4 T 01 Fiv�+NF+�?1�-4 9��45 !Af RAINBIRD 1812sam 8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.33 20 / �' as 0 RAINBIRD 1812sam 15 CST SHRUB SPRAY STRIP 4'x28' 1.0 20 ' 11 RAINBIRD 1812sam 15 EST SHRUB SPRAY STRIP 4'x14' S 20 _- 1 F t� r Cr J W �� . Ri-ire11WRE) 40if cl+w+ �Q 6rEC4fEC• CTR641M, S(ilq+A* lie��48 wee--� go 41k - e� < _ or + V y RAINBIRD 1�12��ArAS SERIES SHRUB SPRAY F,H,Q 12' 3,1.5,.75 20 ti , , a 3Rw � 3 � �d RAINBIRD t912�m8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.33 20 ' 1Ir 401 --4191 6 46 lb __- 2R 37 ro 0 � � � o CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO � 96 � o MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. G n II A W � ® WATER METER-SEE PLAN L ` • BACKFLOW DEVICE INSTALLED PER DETAIL PWO t�LS"{-W ((� - ® MASTER FLOW CONTROL VALVE-CLAYVAL 136-2"-ACSKC, 24V, DIB, NORMALLY OPEN. s 4'I " t "- © FLOW SENSOR-DATA INDUSTRIAL MODEL#220P-SIZE 1 1/2". d W ' t I WILKENS 500 SERIES PRESSURE REDUCING VALVE -SEE PLAN FOR SIZE = ll� IRRIGATION CONTROLLER-INSTALL PER DETAIL. "' Z �. W 11 0 r 0�ji'h i -..__ - - - - - - - v RAINBIRD+.A�DNP QUICK COUPLER � t �� - W � OD I%� j ` — _-_.---- - - t' RAINBIRD EFB-CP-PRS SERIES AUTOMATIC VALVE Q e1� t" VALVE NIBC WATTS , / / A BRASS LINE SIZE GATE - O W OR EQUAL-INSTALL PER DETAIL =' Q k PRESSURE MAINLINE: SCHEDULE 40 11/2"AND SMALLER h3 ���r F� � n --� CLASS 315 2"AND LARGER-MINIMUM 18"BURY Z PVC 15OR 40 LATERAL LINE-MINIMUM 12"BURY d ' ''' T L �, / t 8•Z t*450 _ _ — — PVC SCHEDULE 40 PIPE SLEEVE-SIZE NOTED 9 0 •• PVC SCHEDULE 40 WIRE SLEEVE-SIZE NOTED + 0 ,b .� !tR A I_ i = 20 - m CONTROLLER STATION � ( h GALLONS PER MINUTE N , VALVE SIZE OV 04 3 apj SQUARE FEET OF IRRIGATED AREA �- �i` �;V a e v ' v a - - — h , ! e s ti �•� m �' a 6x 4x b , ai by e fwr� �; � � W In M 1f l =__COURT I� 73 4f/Df 11L ii. a ��' '� off` `^ �Xe, 0.�� kb i\t✓/ � 4- 4 V. NI 0�' V 0.` A ^.." • -I� M .......... ... _ tK t! Fill 0, • \ '� n i St N �0k . lk J � - - W ' 0 W W-' ' _ CLZ V 1�- of U� Z o w `E < cn' Q o O � p ?W J `�� o of `ZQw M ?Qa o faUcn o J 11 J F— F U(n 17 ~ Ia1 Q F- ��` Q tf� W II ii z p u w tn►- N � U 0 3 G�_ OL W U w e 1�i1 W ¢Z cQ ? a` cnCLQ F� d zQ� a �� `-w Otii h W d t- W = cd w r-- Q v +L CrcrV v (LQ u ( Q. ��, ' Z d. (Y= Z Q ►W- 9'l c - J w — U G r0 1 t0 �� z r. 0 b a y� C r M o F- to -' i' n y'' sir . 1 � I .SQ y _ r1_ 4 a �L f _ - - - - — — I \) 10101� f` s, 06 119 ell rix x L1i _ 777_..1 ._.. __ AL / I VINTAGE DRIVE wwwlw Wil UPM91" 9-pip 1 11 OINT OF CONNECTION ' P ABLE WATER TCHLINE SSE SHEET L-3 7� 15� © WA R METER SIZE Iti20 MA MATCHLINE SEE SHEET L-4 MAXI DEMAND 0.0 GPM ' DESIGN ESSURE 0,5.0 PSI I �� taz^ T20 +A /4�0 7fo 4A I-bg 9�0 CITY STATI RESSURE 1+1.8 PSI HYDRAULIC DIENT JW,O EL INDICATES FEBCO S*NPRESSURE TYPE BACKFLOW DEVICE I J STAINLESS STEEL V DAL RESISTANT ENCLOSURE. G� ® ROCYIEST[R SIZE-1 112" _--_ . _ _�. ., / _. . `. _ Q v6 ir, tAr-mr~ t foNll�o+.�.-PSR- �r -1 )- rX 111 el INDICATES CLAYVAL 136-2"- SKC, 24VOLT,D/B NORM Y OPEN 1 s SEE SHEET DESCRIPTION OF REVISION DATE CI r © SI -2" L-3, L-9 '� '' A►►33 ROY[D a INDICATES DATA INDUSTRIAL MOD 220P, SUP P D BY CALSENSE. ® i3 L" a EE H ET CITY OF RANCHO CUCA IONGA © N " L-1RIF L-7 • SIZE-1 1/2" • Z » u' 40 TRACT 13835 Q WILKENS 500 SERIES PRESSURE REDUCt VALVE -LINE SIZE ation Pressure Calculation I < » ° „ W 0 , L. SEE SHEET o TRAC 835 Static Pressu 41.89 0 - : L-2, L-8 CONTROLLER LOCATION OM I T Fe?_ rH a 6 1 V ar Jun-12-9 Max.GPM Dem 37.00 , M ��,�, A � , vAe.vE �o,a► i J ZAM- Al ® � Q ROCHESTER AVENUE C. cs6�•• " - Units Size pe DescrlpHon GPM Unit PSI loss b • f,— " - Q� AUTOMATIC CONTROLLER TO CALSENSE ETI DTR WIANT 1 ANTENNA PORT 25 __- -- - __ �___ & VINTAGE DRIVE 1 1-112' Re Water Meter 37.0 03.00 ( ''SL-4 S U � INSTALLED-WITHIN A STRO BOX (SB) 24SS/24 V T CONTROLLER/ELECTRICAL 1 1-112" Reduc ressureBFP 37 0840 li IRRI ATION PLAN ENCLOSURE. MOUNT THE 1 ANTENNA PORT (EPDX LLED) ON THE TOP OF THE 1 2" Globe s.ter valve o0 01.80 ° I I 1 1 112" Plastic Flie I/ lo eter 37.00 01.60 .� y .. ., » >, r �. Ir ENCLOSURE PER MAN ACTURER'S SPECIFICATIONS D ATTACH A COAXIAL 1 1-1/2" Plastic Contr Valu 37.00 0330 - L CABLE. SYSTEM SH BE OPERATIONAL PRIOR TO TH CITY'S ACCEPTANCE. 203 2-1/2" CI. 315 Main Lin 37.00 0089 5,0.E ® Couc�TE Lt�l►�T ST iMt-tcD q ® I APPROVED BY. �j DATE 7-IC37 7/ 6 1-112" Sch 40Lateral 37.00 00.20 ;`.` `•All 24953 ACTUAL LOC TI OF THE ENCLOSURE TO BE AS DI CTED ON-SITE BY 50 1-1/4" Sch 4o Late Line 17.55 0089 V" _ ,e1 CITY ENGINEER RC.E NO. REPRESENTATIV F THE CITY. 71 1" Sch. 40 L ral Line 3.00 02 77 _ ; �hg(,�i J . ,I. �'�+ 42 3/4" Sch 40 feral Line 0 01.47 ¢ • ` 7 • 'S ,30 1/2" Sch. Lateral Line 02 00.76 •+• ` .; /f DESIGN -� RECOMMENDED THE CONT OR SHALL SUPPLY CONDUIT NEEDED FOR THE CON CTORS AND Misc Fit' s Allowance 01.40 s• - Will SHALL B RESPONSIBLE FOR THE POWER HOOK-UP FOR THE RIGATION Componet Loss : 26.48 �Q.�� 1 ORSUM/SUMMI RS & Mill iY, INC. Station>R: A Min. Req'r b Hea 0 00 __ DRAWN 1 —• �>> �- UI,MM9)•O SHEET CONTRO ER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDE Y SCE, Highest System 1.4'Elevation Loss: 0 * rnr�l>sc err nar rurrcu L-2 COOR ATED AND PAID FOR BY THE DEVELOPER. Total Pressure Req'r: 27. NORTH --------- ---------------- ---- ---- OF Residual Pressure: 114.81 �fl� (V �O/1 SCALE 1"=�o,—O♦' ' m .. y QQ�`! CHECKED JOB #260-70 E »0 DRAWING NO H RAULIC GRADIENT INFORMATION UPDATED 12-18-95 BY CARLOS FIMBRES SEE SHEET L-4 FOR IRRIGATION NOTES l� E NCHO CUCAMONGA WATER DISTRICT(909) 987-2591. Set Pressure Regulating Valve at: 18.88 PSI �� P`, GATE FILE NO SHEET NO. OF ,30 W No _ so ON so so"N00 r Tp�� DRIVE ` 1 IRRIGATION LEGEND so go am IMCORM OP4 IF, FDA t� / NI �^ 1� (� \ .� h _ I ,�YM64L MANUFACTURER DE R/PTlON PATTERN RADIUS GPM PS! EE SHEET L-2 ��� ��...•�� IOvO- ?oP «, _ INE S a ��� Z � � 1 O p RAINBIRD 1812sam 15 SERIES SHRUB SPRAY F,H,Q 12' 3,1.5,.75 20 MICHL •� WR AT .. o M W t�MW so am Io�i0 ta■ RAINBIRD 1812sam 8 SERIES SHRUB SPRAY F H T Q 10' 1.3,.65,.43,.33 20 to r:ta• � 'R ►� F �• �� \ w a� 1 - �� �� 21 2 D RAINBIRD 1812sam 15 CST SHRUB SPRAY STRIP 4'x28' 1.0 20 ��V c / _ O� RAINBIRD 1812sam 15 EST SHRUB SPRAY STRIP 4'x14' .5_ _- 20 b� y - - �- �-- 'rf+sE lEt3 "T+^rEi-M-91aRA44-�--FI " � 1 ` ... + V y RAINBIRD J�JS Ap15 SERIES SHRUB SPRAY F,H,Q 12' 3,1.5,.75 20 Ik WMr � �O �'("f RAINBIRD Ibl'G�8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.33 20 , LL RAIN D HEADS LISTED ABOVE TO ti CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH A BIR,�1� �s - - - - _ - - MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. �p _ _ - --- F,• ® WATER METER-SEE PLAN BACKFLOW DEVICE INSTALLED PER DETAIL �• / / _ _ -- -- is , ®© MASTER FLOW CONTROL VALVE-CLAYVAL 136-2"-ACSKC,24V, DIB, NORMALLY OPEN. FLOW SENSOR-DATA INDUSTRIAL MODEL 1t220P -SIZE 1 112". 0 WILKENS 500 SERIES PRESSURE REDUCING VALVE SEE PLAN FOR SIZE / / N C IRRIGATION CONTROLLER-INSTALL PER DETAIL. \ O RAINSIRD DNP QUICK COUPLER 0 o RAINBIRD EFB-CP-PRS SERIES AUTOMATIC VALVE \ M M of N BRASS LINE SIZE GATE VALVE -NIBCO,WATTS OR EQUAL-INSTALL PER DETAIL : a>,sw �• w � �� ! �t M o � PRESSURE MAINLINE: SCHEDULE CLASS 315 2oAND LARGER 11/2"AND SMALLER 18"BURY FRO ECT '��,� W �J- IT F O! \ PVC hGH �W •LATERAL LINE -MINIMUM 12"BURY PVC SCHEDULE 40 WIRE SLEPVC SCHEDULE 40 PIPE EVE -SIZE NOTED Illy360 • 'QZP ... i \� _ _-- _ -- _- - - -- - - -- - -- - - - - - -- CONTROLLER STATION GALLONS PER MINUTE W / -- - --- - - - - - - - £ _ k VALVE SIZE L L'£ = E - - - SQUARE FEET OF IRRIGATED AREA Z I O 2f of W ,£ Q W \xap!�J �E�� �L S7•=� Zt 00'ZL Irrigation Pressurg Calculation Irrigation Pressure Calculation Static Pressure. 141.e9 W �, I 1 TRACT 13835 Static Pressure:142.29 TRACT 13835 z�\ ��1V ( Jun-12-96 Max.GPM Demand: 43.00 Jan-8-97 Max. GPM Demand: 37.00 Units Size Type Description GPM Unit PSI Loss Units Size Type Descrfption GPM Unit PSI Loss 1 1-1/2" Disc Water Meter 43.00 03.90 1 1-112" Disc Water Meter 37.00 03.00 1 1-112" Reduc. Pressure BFP 43.00 08.30 1 1-1/2" Reduc. Pressure BFP 37.00 08.40 /r0 1 2" Globe Master Valve 4300 02.00 1 2" Globe Master Valve 37.00 01.80 POINT OF CONNECTION �� POTABLE WATER I� I 1 1 112" Plastic Flow Meter 4300 01.80 1 1 112" Plastic Flow Meter 37.00 01.60 1 _ 1 2" Plastic Control Valve 43.00 01.20 1 2-1/2" Brass Gate Valve 37.00 00.01 WATER METER SIZE 1{Z� �► - E-�IAOUNTAIN COURT �yy I - , 335 2-1/2" Cl. 315 Main Line 43.00 01.93 1 1-1/2" Plastic Control Valve 37.00 03.30 j , 2 2" Sch.40 Lateral Line 43.00 00.03 225 2-1/2" Cl. 315 Main Line 37.00 00.98 MAXIMUM DEMAND �9j 0 GPM " I 5 1" Sch.40 Lateral Line 12.26 00.17 6 1-112" Sch.40 Lateral Line 37.00 00.20 Ob L - p " 55 314" Sch.40 Lateral Line 10.76 04.89 50 1-1/4" Sch.40 Lateral line 17.55 00.89 DESIGN PRESSURE tj.o PSI ,� g q y 25 1/2" Sch.40 Lateral Line 01.95 00.37 71 1" Sch.40 Lateral Line 13.00 02.77 CITY STATIC PRESSURE �x '�0 tiin Misc Fittings Allowance 01.48 42 3/4" Sch.40 Lateral Line 06.50 01.47 Il�}.� PSI V ��x� / a� I g 30 1/2" Sch.40 Lateral Line 02.60 00.76 HYDRAULIC GRADIENT I ftq •0 EL I, '.v �p� 'v �� ��' t o tam s Compor,et Losses: 26.07 Misc Fittings Allowance 01.41 rl+ Highest GPM System 8.8'E evation Gain: -03.81 p V INDICATES FEBCO 825-` NPRESSURE TYPE BACKFLOW DEVICE IN A �J \ 14- Com onet Losses:26.59 STAINLESS STEEL VANDAL RESISTANT ENCLOSURE. (�I�Twt.� � > f I Total Pressure Req'r:42.26 Station A: 14 A Min.ElevationReHead: 20.00 SIZE - 1 1/2" ti S 1 uJ , Highest GPM System Total PressureRe sr:40T 20 Uv Residual Pressure: 100.03 Req' r: U1r=� - - - - - - - - - - -- p;-� - - £ Set Pressure Regulating Valve at: 33.06 PSI Residual Pressure:94.69 ® INDICATES CLAYVAL 136-2"-ACSKC, 24VOLT,D/B NORMALLY OPEN v o fit/ -- _____ PF' Set Pressure Regulating Valve at: 39.00 PSI SIZE - 2" Zf q -/£ -----. ® INDICATES DATA INDUSTRIAL MODEL 220P, SUPPLIED BY CALSENSE. -- - I SIZE - 1 1/2" 4- 1[ A WILKENS 500 SERIES PRESSURE REDUCING VALVE -LINE SIZE U W CONTROLLER LOCATION _ AUTOMATIC CONTROLLER TO BE CALSENSE ET1-�f+DTR /ANT 1 ANTENNA PORT - I W ` INSTALLED WITHIN A STRONG BOX (SB) 24S CONTROLLERIELECTRICAL - o o W I ENCLOSURE. MOUNT THE ANT 1 ANTENNA PORT (EPDXY FILLED) ON THE TOP OF THE - o o Ki (/� ENCLOSURE PER MANUFACTURER'S SPECIFICATIONS AND ATTACH A COAXIAL LLJ ICABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. O IZ (j,� ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED ON-SITE BY O I REPRESENTATIVE OF THE CITY. 00 Irj (V Z 11 J ITHE CONTRACTOR SHALL SUPPLY CONDUIT NEEDED FOR THE CONDUCTORS AND W 0- _ SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. HYDRAULIC GRADIENT INFORMATION UPDATED 12-18-95 BY CARLOS FIMBRES @ _ RANCHO CUCAMONGA WATER DISTRICT(909) 987-2591. F I - `n 99•£ZL F £V6L F _ lessasissa aa n�a att• 000a _ bz - -- - -- - -- --� - -- - _ _--- - -- -N �r Z - -- - �- �� 9 ai 7 �1►1 1? I 9 � ( W � ROCNESTlR L • SEE SHEET W O I f� � :o OD 7 s 11 O N 16 CQ `i ' tt 11 w a L-1 L-7 It Il Z b I W al QI •0z b E W _I b 0- la I• ,17� !0 ®., ; is'j = SEL SHEET , - CITY - - - - - - - - - -- - - - - - - - - -- -- -- - - I- - - - - - - - - - - - - - - - - - - - DESCRIPTION OF REVISION IfUNBER- � ouf,Alto A NUE 44- • SEE SHEET CITY OF RANCHO CUCAMONGA Z 51 r L-4 L-10 • � ^ al • fa fa 1 fa M 70 11 1 7 77 L z - st - _ �z TRACT 13835 OS OS �t 00'Z[ qt 09 Z ROCHESTER AVENUE � ' 1 & VINTAGE DRIVE - ---- 1 IRRIGATION PLA : � =J' APPROVED BY' DATE: CITY ENGINEER C RC.E NO. 24953 LONE PEAK DRIVE \ ti c T ri rs fi ram to ri _ ra ra tn.IIS w ri®ra - �1.., �. DEC) DESIGN 40Op t NECOMME IN fORSUM/SU,MM(RS f4 MURf'I IY, INC:. DRAWN SHEET 11�)• f � -.f.x••iIII7M^V i.wwil•�I.r`wM O1.)41��•1.•\�•M NORTH inrloscnr-r AR(I,nrc,s `� )OB'#260702 SCALE1"=209-0" rfl� `' 2u_ � CHECKED RCE No DRAWING NO I SEE SHEET L•4 FOR IRRIGATION NOTES DATE FILE NO SHEET NO. OF .Y) Z! www w IRRIGATION NOTES 1 1 i 1 ]3* NEW WATER METER(SIZE PER PLAN);AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS•AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION , PROCEDURES. W I I TYPICAL. POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED > N I BY A BACKFLOW PREVEN ITR DEVISE, FOLLOWED BY A PRESSURE REGULATOR OR PUMP (IF REQUIRED), FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER Q VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURES RECOMMENDATIONS AND LOCAL CODES.ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE W _ MATCHLINE SEE SHEET L-3 I BY A REPRESENTATIVE OF THE CITY. 3 , . r�. EEr:(rtE-AiNING WALL r5!6 I BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET 0 I PE LA!�l3SCAPE I AND SCREENED W1'fl I SI-IRUBS WHENEVER POSSIBLE. 2i�orF j AR HITE�:T'S Pt AN 1 JTF �1� � THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC. SHOWN WITHIN PAVED 9 ZI r I c j �� 1 AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN 1 ►'� PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE PE=22.0 '� I PE=30.0 f O PE=31.0 �, 3 I SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND 1 18 is ( I r 4 EQUIPMENT, AND ARCHITECTURAL FEATURES. Kr o 1 1 H ( (�,I CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS R :' A i6 i LL r , eN SEK !. :•r i s AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES V ` N I 2 2 GARDE SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. W - - ' 1 THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL 1 UNDERGROUND U"IILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE O '1 RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR h 0. /fie �+ °�. �', I �yo �. �'�'�b'� j �� . 4 L 1 ANY DAMAGE OF SAID UNDERGROUND FACILITIES. LL okn nn ti 1 Q j ` '� ' / 1 CONTRACTOR SI IALI_FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR - - - OPTIMUM COVERAGE WITI I MINIMAL OVER SPRAY ONTO WALKS,STREETS,WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE 1 COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL r W 1 CONSTRUCTION. x+� p, 1 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) L_ #. THUNDER MOUNTAIN AVENUE r _ a �'� _ 3 5Bx J� v Q INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE N o, v Q; SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER 'h Z 1 COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE 1 r� CITY. 4 1 - - - --- -- ---- / Z/ I INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE BRANCH. MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE RCV ON EACH PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER 1 N WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVERJSHRUBS) _ 1 ' APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9.00 P.M. . Jno TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. �" E— P =20.00 1 W THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT P _ � _ 1 W EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE E 22.6 PE-24.9 PE- 7.2 PE 29.9 - _ 1 IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE N I I I 1 WATER PRESSURE AT TETE SITE PRIOR TO TETE START OF INSTALLATION. ANY 1 W CHANGES SHALL BE BROUGHT TO TETE ATTENTION OF THE CITY. h I . lti I uu 1 R -� � I I � 1cn I 1R o w INS I .� 1z Q� EEF"77TAINING WALL 1 — 'ER LANDSCAPE oy 66 I ARCHITECT'S PLAN I O 70 QQ' 67 i 1 68 69 70 71 ' IRRIGATION LEGEND ,�MBOL MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI Q p RAINBIRD 1812sam 15 SERIES SHRUB SPRAY F,H,Q 12' 3,1.5,.75 20 �• �� RAINBIRD 1812sam 8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.33 20 RAINBIRD 1812sam 15 CST SHRUB SPRAY STRIP 4'x28' 1.0 20 O RAINBIRD 1812sam 15 EST SHRUB SPRAY STRIP 4'x14' .5 20 RAINBIRDItia60,"15 SERIES SHRUB SPRAY F,H,Q 12' 3,1.5,.75 20 _ J Q DE>,-I�.Tf� wt1✓Trfi- � ce�1TP'�u.EIR- �•� 3 • - ROCNfRTfR �tiii�► i1pi,l� AP+�+�...s� �Fl�4�lR�_'!� CITY �p RAINBIRD ibl "'"8 SERIES SHRUB SPRAY F,H,T,Q 10' 1.3,.65,.43,.33 20 L �" I + DESCRIPTION OF REVISION DATE A►►ROY[0 1 � 8166 09— s �43 SEE SHEET CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO L =° CITY OF RANCHO CUCAMONGA MINIMIZE F�GGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. ' 3: s + SEE .e a u ® WATER METER-SEE PLAN f. E ,. z '� :: " ° L Y L-7 . BACKFLOW DEVICE INSTALLED PER DETAIL �o-a�Y-b/ .. TRACT 13835 ® MASTER FLOW CONTROL VALVE -CLAYVAL 136-2"-ACSKC,24V, DIB, NORMALLY OPEN. '° '+ r + . ® SEE SHEET ROCHESTER AVENUE © FLOW SENSOR-DATA INDUSTRIAL MODEL aItZ20P-SIZE 1 112". + 4' L-2 L-8 ' WILKENS 500 SERIES PRESSURE REDUCING VALVE-SEE PLAN FOR SIZE 41 IRRIGATION CONTROLLER-INSTALL PER DETAIL. ® l (X VINTAGE DRIVE RAINBIRD" DNP QUICK COUPLER THUNDER a�� „ «� -.-.- n NUE_ 1 0• RAINBIRD EFB-CP-PRS SERIES AUTOMATIC VALVE r _ -- --- -- -- PLAN ►f BRASS LINE SIZE GATE VALVE NIBCO,WATTS OR EQUAL-INSTALL PER DETAIL SLE. SHEE1 IRRIGATION L-4, L-10 f PRESSURE MAINLINE: SCHEDULE 40 1112"AND SMALLER 2 >e APPROVED BY DATE. CLASS 315 2"AND LARGER -MINIMUM 18^BURY L L PVC xl4 �{o LATERAL LINE-MINIMUM 12"BURY CITY -ENGINEER ! RC.E NO. 24953 DESIGN RECOMMENDED _-- _ PVC SCHEDULE 40 PIPE SLEEVE -SIZE NOTED k, a' �• 1V ll jz- 7-/C.Y� -• PVC SCHEDULE 40 WIRE SLEEVE -SIZE NOTED ti ` I( )IZSI Int/St 1Mti1I lo, ,C Mt IRI'I lY, IN( , CONTROLLER STATION NORTH 1 W _-. _ DRAWN ^IAflf S(,Af' ^.(HIM, ' SHEET �. � I�t1i15(.�PETR(IIIIfC15 - _ - - - ---- --!— ---- Of -2Irl L-4 GALLONS PER MINUTE VALVE SIZE CHECKED - DRAWING NO SQUARE FEET OF IRRIGATED AREA SEE SHEET L-4 FOR IRRIGATION NOTES SCALE 199-209—Oft �r9 �Q ✓1 ____.-- _-__ _ _ — R C E NO Q` 1.580 -L DATE FILE NO / SHEET NO. OF 30 Z_L • INSTALS HEADS WITH INTERNAL CHECK VALVE AND PRESSURE (CRS OR vALvE L3Gx k t/� ABOVE F IN i SH GRAut COMPENSATING FEATURE AS PER IRRIGATION PLAN i INSTALL PER LOCAL CODES ORIENT PARALLEL TO STREET COVER ETCHED "IRRIGATION GATE" AT GRADE IN LAWN AREA: (CARSON OR EQUAL) 3" IN PLANT BEDS M(-POP SHRUB HEAD � Z, SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE FINISH GRADE "N� � • SLIP BASE SOCKET OVER ENO OF WIRES FINISH GRADE 3 EQUIPMENT TO It INSTALLED AT A MINI" OF 2A• FROM ANY STRUCTURES 01 MAROSCAPING. =I I II.I I II I1=1 11= + All ABOVE GROUNO ASSEMBLY SMALL RECEIVE (2) COATS OF RED ►R iNER No (1) COAT III=III- BALL VALVE - 1 1/2' OR SMALLER WITH 1=III=' STEP 1 VJill 111 1!1 � i i EXTERIOR ENAMEL - COLOR AS SELECTED Ir CITY, �—III—III STAINLESS STEEL HANDLE III—�I I�1=III-I II-IIF= 1111 _ 11IllI 'I I, t _ ESILIENT WEDGE - 2" OR LARGER WITH =I STRIP WISES APPROX. S/B" FROM ENDS-TWIST TCGETI+E1 r S. WHEN UNIT IS NEXT TO A STRUCTURE (i*, MAIL, BUILDING, ETC.) MOUNT TEST COCKS ON -III-III TE VALVE 2" OPERATING NUT 1=III Ill) V3 OPEN OR NON-STRUCTURE SIDE, I-III-IIEPDXY COATED III-�I APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL p - r` �II - II=III= CAVITY WITH SEALER II ( 14 40.DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF -III=III III-1 VALVE = II( , r - CLEAN BACKFILL - SEE SPECS. FOR DIS14±RMETALS," -'*--" ��---BACKFLOW PREVENTOR ASSEMBLY II=III—I II— - STEP 2 A I�IIIIIIIIII II-1 _ - II_III- _ MATERIAL. 90x COMPACTION REQUIRED 1 VIII � � � � BRASS Nt►rlE - TYPICAL (A) MACES III-III III-1 PUT CRIMP SLEEVE OVER WIRE ENOS-CRIMP SLEEVE 1 t0�i Z 11=111=1 3" 3" II-III= AND CUT OFF EXCESS WiRE = I I - - t, 1 BRASS 90• ELL - TYPICAL (t) PLACES mot II-III III=11 PULL BASE SOCKET 0'/EZ ENO AS FAA AS POSStBiIE aD = -iI 1=1 I I-1 I I—III=. STEP _- I NON-PRESSURE LATERAL LINE: SCH. 40 = ? +� SNAKE PIPE IN TRENCH Lv -----------------' BRASS NIPPLE SEALING PLUG INTO BASE SOCKET _ NON-PRESSURE LATERAL \ BRASS WYE STRAINER WITH 60 MESH PUSH WIRES TO ENO OF BASE SOCKET TO ASSURE t� i -III=III o-, o o V L INE A FITTING , MOMEL SCREENs =III—I a i-III: COMPLETE SEALING OF CONuECTION -III—III q; III—I �- PRESSURE SUPPLY LINE: SCH. 40/CL.315 = • _ _ _ —MARIEz 90 STREET BRASS uNroN - TYPICAL 12 THICK Ir WIDE CONCRETE PAD iO =III_) ,ao-oP ee e a..o II—IJ: STET ! u_ -___ d ,,-� V�J = Ijll- (LENGTH VARIES PER MANUFACTURER) Ell = (2) PLACES a ( SNAKE PIPE IN TRENCH HEAD CONNECTION AT BOTTOM iv SLOPE TO DRAIN AT MINIMUM 21 -III=III o •' •`•e'P• III—I - T-.. _, � II� _ _ �... ��IIII RAiINLET ONLY ( NSIRO SNAP-TITE WIRE CONNECTOR FROM WATER SOURCE FiNISH GRADE -III-III=I I(=1 III=11 1-111-I _ -_ -- 3/4" WASHED CRUSHED + Nli v e 0 AGGREGATE BASE ���Ii I - PROVIDE 6'MIN OF SAND BEDDING AND sHAODING G•.NOTES:t. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE 80X. WTYPICAL2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. CONTROL WIRES - BUNDLE AND TAPE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. AT 15" O.C. ANSI INSTALL ADJACEVT SCH 40 PVC 90• STREET EL4 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE Sox. TO PRESSURE SUPPLY LINEI ' �I I I IIII I gASS NIPPLE 1YPiCAI 6, ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND (j) PLACES I 905 COM►ACTi011 1t•Illi'•12• CONCRETE VALVE NUMBER. MARLEIE 1/O• STREET Ell � � I - � - II VALVE WIRE CONNECTOR SCH BO PVC NIPPLE - TYPICAL ct) P1.Ac:s THRUST BLOCKS . TYPICAL s REQUIRED (2) PLACES ANTI-DRAIN VALVE AS REQUIRED =° x'.,.. SCH 40 PVC MALE ADAPTORS NOTE: I ^ o O TYPICAL (2) PLACES LINE TO SYSTEMS s T n r4 D ALONE c o N 1 rz o I_i.E i3 w n N ANTENNA 1. LOCATE HERO f�ROPI Wl KS t CURQS a HAROSUP ING. MDM STRIP, HEADER BOARD, AND �.� - - NOTE: EDGE OF LAWN. FLOW____ ANT t ANTFNiJA PORI I EPDXY Fit LED LOCATED =- - 1. PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION. OUTSIDE OF BOX e /�µt� I_ •• INSTALL AT T"; COAXIAL CABLE ���-•WI•ITE L• l T eA "qL dj►1 n-f; L.Ii e: 21/leo &.Wcp �Z �PNv 1. Es _ � � � -., 2 PLACES PER CIT V AND CnL SENSE J BLUE INS" A-1�-1 BRASS ACE ELL - TYPICAL 11t.AE ( ) REPRESENTATIVE MY CALSENSE CONTROLLE4 3. USE TEFLON TAI = f ON All MALE THREADS. 1 RED TYPICAL TRENCHING MODEL NO PER PLAN] $NAP.TITE WATERPROOF _ HI-POP SHRUB SPRAY REDUCED PRESSURE BACKFLOW CONNECTOR OR EQUAL BL ACK _ vI(, TAIL EXPANSION �REVENT EFS * RIGID PIPE AND RELATED FITTINGS SHALL BE PER CALSENSE HARNESS IRRIGATION CONTROLLER LOOP IMIN24 LONGI CUCAMONGA COUNTY WATER DISTRICT STANDARDS. 120 VOLT DUPLEX —► L OUTLET IGF CII CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO CONSTRUCTION PLASTIC VALVE BOX ICARSON On WATERPROOF ALL TERMINAL STRIPS TO fGUALI WITH PLASTIC INTFGRATF.D WIRE CONNECTIONS MATCH CONTROL)ER LOCKING LID PLACE AT GRADE IN AS PER STD SITE ATTACH IRRIGATION TURF AREAS AND 3 ABOVE IN DETAIL 520 x ar REMOTE PIGTAIL MFG PLANT BED PER PLANS FIELD WIRES PIG TAIL EXPANSION x x LOOP IMIN 24 LONGI x x WHITE x (COMMON) BL UE OF t4 WIRFS RE PLASTIC VALVE BOX MARKED'IRRIGATION RC MASTER CONTROL 24" STRONG BOX MOCEL NC (CARSON OR EQUAL)ETCHED WITH ENCLOSURE MOUNT BLACK VALVE SB-24SS/120V CONTROLLER AND VALVE SEQUENCE Fj. TO S"INtUt • AMIE PIK TII NOTES FLOW METER SKCIFIEB OE►TL YtTll AI• EBL! oIAMFTEn SAME I INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PFR LOCAL SIZE AS FLOW CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR METER SIZE ❑ NOTE: PRIOR TO CONSTRUCTION DIAMETER SAME SIZE ENCLOSURE TO BE CROUNDEO PER RAIN {IRD3J DNPWITH PURPLE SCN 40 IVC ROLE ADAPTOR AS FLOW METER SIZE LOCAL CODE GROUND ROD TO BE STRUCTURt 00 2 CONTROL WIRE SEOU NCE TO CORRESPOND TO THE PLAN'S DESIGN INSTALLED INSIDE ENCLOSURE ON RUBBER CAP - SUPPLY ONE KEY NIARDSCAPING CONTROLLER SIDE PER 12 QCV'S INCLUDING NOSE SCM IVC INION SEQUENCE OF REMOTE CONTROL VALVES a0 � SWIVELS, 3 RUN ONE EXTRA WIRE (COLOR ORANGE) TO FARTHFST RCV ON EACH MINIMUM DISTANCE DOWNSTREAM OF SWIVEL GRAD) - INSTALL IN BRASS NIPPLE BRANCH OF THF MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE UNINTERRUPTED PIPE 15X DIAMETER PLANTER BED ONLY Is"- 'SNAP-TITE'WATERPROOF CONNECTORS THE cr.�^ OF FLOW METER SIZE) FINISH -- 10 iN LAWN AREAS WIRE AT TH ,l OSURE GRADE " ' ' ELECTRIC tONTROI VINE MINIMUM DISTANCE UPSTREAM ET 3' IN PLANT /EDS COMMON WIRE. i0 [1E WHITE AND CONTROL WIRE TO BE REG IN COLOR UNINTERRUPTED PIPE IIOX DIAMETER II 1 I 3'-6' X 3'-6' X 6- CONCRETE - M .• MOISTURE SENSOR OF FLOW METER 512E 1 MIN. I I I I FOOTING INSTALL A MINIMUM OF +� I I j ,V d !' C 5 NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE L—I 2X I FtRiSN GRADE ERE REQUIRED 1' ABOVE GRADE AND SLOPE \\\ CONTROL VAL VFS '11 I 1" I - ,o •II I I•. TOP TO DRAIN AT MINIMUM OF 2% FLOW METER INSTALLATION 11=1 ' 6 ANT t ANTEN'-IA PORT TO BE CONNECTED 10 DIGITAL TRUNK. RADIO I � ;:.-s li 51DEIa14L-IL IDTR21 AND BE OPERABLE 10 THE CITY YARDS CENTRAL COMPUTER 00 II;III III-II 11 111R I-III- I STAINLESS STEEL = )- =` i -I'lG Tlll EXPANSION I—III—III__ II I— III—II COMMON WIRE/CONTROL WIRES IN SCH 40 {BASS NIPPtE t2' _ �- 1 100► (RAIN 24' BONG) SYSTEM PRIOR TO ACCEPTANCE III--I II-I I I I I--III- Y SCH.40 PVC CONDUIT I BRASS 1O' ILL SCREW CLAMP T ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE MINIMUM (3) PV.ACtS a BRASS ANGLE g {BASS 90' STRUT ELL —, SALVE ANGLE 4 120 VOLT WIRE w RIGID STEEL I b I BRASS NIPPLE - 24' LONG 04 Rt{AR STAKE f1 ('„Al I S I,1 0 oWECONDUIT RPE LOCAL Oc a CODE) 90� (nP) ELL I��i {IUSS !O' STREET ELL ( (24" LONG) s �—FLOW 1_ I ( I,('•� B I ON J IRRIGATION LEGM T ' i - z BRASS NIPPLE SYM@OL.—__MANVFACI3lRER DESCR/PTfdI ri1TTFRN IGpfUS Gpy pm vv RAINBIRD Ill2sam 15 SERIES SHRUB SPRAY F,H,Q 17 7,1.3,.75 20 ANT 1 ANTENNA PORT EPDXY = • s 211 ^� V'� I'ARf;`CAP!•Jr.(SFE NOTE 4)• HEAVY DUTY WEATHER - RESISTANT l FILLED LOCATED OUTSIDE OF •- ,/ ��,J1. �J � j/S• WASHED CRUSHED iii tf RAINBIRD 1612sam S SERIES SHRUB SPRAY F,H,T,Q 10' 1.7,.65,.17,.77 20 PHOTO SECURITY I PER CITY ION/LOC 3D I AGGREGATE _-_ RAINBIRD Ill 15 CST SHRU13 SPRAY STRIP 4'x2r 1.0 20 PLANS. A I 1 AND CALCENSE REP. IIIA• i� - ELECTRIC SWITCH FOR SECU X. TTY AND LOCATION tE • :•�'T RD 1212sam 15 EST SHRUB SPRAY. STRIP 4•x14' .S 20 p U H CONTROL U PER "prleD ll!•I'7SdnIT!SeRlrs �rurrlM..RAS —SCH BD PVC NIPPLE lo. 1tA'I r- 311 r "'ST�IF.>tTl — - - -� - +v Y RAINBIRD PA-0S 15 SERIES SHRUB SPRAY F,H,Q 12' 3,1 5,.75 20 ELECTRIC METER PER SCE _ CONTROL A COMMON W1 ES IAO ed RAINBIRD PA-8S t SERIES SHRUB SPRAY F,H,T,Q 10' 1.7 65 47,.73 20 CALSENSE CONTROLLER MODEL N0. L J ,, _.., _ _ t--- R � \ - - _ — _........._•-_-^--.._...�_ u•. , cc on PER PIANS. REFER TO CONTROLLER INSTALLATION STD I r _ � I CONTRACTOR SHALL USE RAINSIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD HEADS LISTED ABOVE TO SCH 10 PVC S+S+T TEE PRESSURE SuntY LINE III_ I I.I II— I I � _ - MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION HEAD RADIUS. SECURITY LIGHT - _ ® TIMER REQUIRED PER L J --VL_ I- WATER METER-SEE PLAN PLANS. FINISH I I PRESSURE SUPPLY ; I_I –I I • SAC KFLOW DEVICE INSTALLED PER DETAIL T=Etx-o 6=^�y-�•� GRADE a' GROUND ROD ! LINE SITTING -- MOTE: jI } CLEAN BACKFILL - SEF ® MASTER FLOW CONTROLVALVE•CUWAl176-2'-ACSKC,24V,D/B,NORMALLYOPEN. - I I I I L�_ 1. INSTALL CONTROL VALVES A Ni111MUN OF Ir FIM STRUCTURES OR NMOSCAPING. r1 I I I 2" SCH 40 CONDUIT SPECS FOR MATERIAL © FLOW SENSOR•DATA INDUSTRIAL MODEL/220P-SIZE 1 t/r. i I I I I I 1 PRESSURE SUPPLY LIP[ WILKENS 500 SERIES PRESSURE REDUCING VALVE_SEE PLAN FOR'SIZE FOR SECURITY LIGHT MIN. —I I I 90% COMPACTION REQUIRED ® wIRINC I I I I i I 2% 2. INSTALL VALVES 11 PLANT ZEDS WHEREVER POSSIBLE NETT TO SIDEWALKS. rtRIGATION CONTROLLER•INSTALL PER DETAIL -� 120 VOLT WIRE IN RIGID -N -11 I RAINBIRDEFS-PQUICKC SERIES AUTOMATIC t _ = STEEL CONDUIT (PER S. PLACE VALVE IOL ATB GMT ANGLES TO STRUCTUNIS 01 HARDSCAPING. • BRASSRAINBI LINE ATERS VALVE CO,WATTSO _ .,. LOCAL CODE) QUICK COUPLING VALVE WITH METAL STAKE I I PROVIDE 6" MIN. OF SAND B►^� IIIRASS LINE SIZE GATE VALVE•NIBCO,WATTS OR EQUAL-INSTALL PER DETAIL 'I�=I _• - - {. ►LACE AGGREGATE /R101 TO INSTALLATION of VALVE IOL. BEDDING AND SHADDING �� PRESSURE MAINLINE: SCHEDULE 40 1 Itr AND SMALLER v CLASS 715 r AND LARGER-MINIMUM 1r BURY I All S. ATTACH i.I= _. rr-rir - .?('IG IDENTIFICATION TAG WITH APPR�RIATE CONTROLLER AMO ►vc cuss zoo LATERAL UNE•ttnvlMUM 1 r BURY VALVE NUMBER n I=1 I I -- REMOTE CONTROL VAL`JE WITH =111 �SCHEDULE40PIPESLEEVE•SIZENOIZE 'ED CONTROLLER ENCLOSURE SH T-OFF A A LION _ /VC SCHEDULE 40 WIRE SLEEVE•SIZE NOTED U V LVE Vt U TATION -SII _ . _, _ FI I _ A I ION NOTES Ho-1L-, f�eF��c-E -ro G l-rr" �EFEF25 -t) --m C, c l Tr - aF IQ/\+-i o "c., Ata �p I T� t�U--H 1 r4c,�,ra�. $PRiNKLER IRRIGATION SPECIFICATIONS PART 1 -GEN RAI 1.01 DESCRIPTION 3. The chart shall show the area controlled 7. All PVC pipe must bear the following markings: M. Control Valve Boxes: by the automatic controller and shall be the 3. Flooding of trericlres will be permitted only with approval of the City of Rancho 3.06 FIELD QUALITY CONTROL A. Scope of Work: Provide all labor,materials,transportation,and services necessary to furnish maximum size which the controller door will allow. a. Manufacturer's name 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries 0910-12B with Cucamonga. A. Adjustment of the System: and subsequent adjustments in pipe,valves,sprinkler heads, size i Nominal. sizegreen bolt-down cover or approved equal. Extension sleeve shall be PVC with 4. If settlement occurs and installthe irrigation System as shown on the Drawings and described herein. 4. The chart is to be a reduced drawing of the actual installed system. However,in the bminimum size of six 6 orches. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance event the controller sequence is not legible when the drawing is reduced,it shall be C. Schedule or class O' lawn, planting, or other construction are necessary,the Contractor shall make all 1 spri pt' pert B. , Standards: All work and materials shall comply with governing codes, safety orders, enlarged to a size that will be readable when reduced. d. Pressure rating in P.S.I. required adjustments without cost to the City. and to prevent overspray onto walks,roadways,and buildings as much as possible. standards, and regulations, and meet the minimum requirements of the Standard C. NSF(National Sanitation Foundation)approval 2. Use 9-1/2" x 16" x I V rectangular box for all electric control valves. Carson Specifications For Public Works Construction(Green Book)latest edition. 5. The chart shall be a black line or blueline ozatid print and a different color shall be f. Date of extrusion Industries# 1419-1213 with green bolt-down cover or approved equal. C. Trenching and Backfill Under Paving: 2. If it is determined that adjustments in the irrigation equipment will provide proper used to indicate the area of coverage for each station. and more adequate coverage, the Contractor shall make such adjustments prior to 1.02 QUALITY ASSURANCE&REQUIREMENTS 8. All fittings shall bear the manufacturer's name or trademark,material designation, 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling valves. I. Trenches located under areas where paving,asphaltic concrete,or concrete will be planting. Adjustments may also include changes in nozzle sizes and degrees of arc 6. When completed and approved,the chart shall be hermetically sealed between two size,applicable I.P.S.schedule and NSF seal of approval. Carson Industries#608-12 with green flex-lock cover or approved equal. installed,shall be backfilled with sand(a layer four(4)inches below the pipe and six as required. A. Permits and Fees: Tle Contractor shall obtain and pay for any and all permits and all pieces of plastic,each piece being a minimum 20 mils. (6)inches above the pipe)and compacted in layers to 95%compaction,using manual observations as required. C. PVC Non-Pressure Lateral Line Piping: 4. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves installed within or mechanical tamping devices. Trenches for piping shall be compacted to equal the 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten 7. These charts shall be completed and approved prior to the final field observation of on-grade landscaped areas. Carson Industries# 1419-12B with green bolt-down compaction of the existing adjacent undisturbed soil and shall be left in a firm (10)days after notification by the City. B. Manufacturers Directions: Manufacturer's directions and detailed drawings shall lxthe irrigation system. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld cover or approved equal. unyielding condition. All trenches shall be left flush with the adjoining grade. The followed in all cases where the manufacturers of articles used in this Contract furnish joints when installed in planting areas. Contractor shall set in place,cap and pressure test all piping under paving prior to the 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise directions covering points not shown in the Drawings and Specifications. D. Operation and Maintenance Manuals: 5. Use 10" x 10-1/4" round box for all quick coupling valves installed within on- paving work. designated on the Drawings. 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule structure landscaped areas. Carson Industries No.910-12B with green bolt-down C. Ordinances and Regulations: All local,municipal and state laws,and rules and regulati tts 1. Prepare and deliver to the City of Rancho Cucamongawithin ten calendar days 40 with solvent welded joints. cover or approved equal. 2. General) in under existing walks is done jacking, boring, or hydraulic 5. Rain Bird EFB-CP valves will be set per manufacturers specification so that each governing or relating to any portion of this work are hereby incorporated into and made a y prior y, piping g by j g, g, y to completion of construction, two hard-cover, three ring binders containing the driving,but where any cutting or breaking of sidewalks and/or concrete is necessary, lateral operates at design pressure. part of these Specifications, and their provisions shall be carried out by the Contractor. followinginformation: 3. Pipe shall be made from NSF approved, Type I, tirade Ii PVC compound N. Sprinkler Heads: it shall be done and replaced by the Contractor as a part of the Contract cost. Anything contained in these Specifications shall not be construed to conflict with any of the conforming to ASTM resin specification D1784. All pipe must meet requirements Permission to cut or break sidewalks and/or concrete shall be obtained from the City B. Testing of Irrigation System: above rules, regulations,or requirements of the same.However,when these Specifications a. Index sheet which states Contractors name,address,and telephone number, set forth in Federal Specification PS-22-70 with an appropriate standard dimension 1. All sprinkler heads shall be of the same size,type, and deliver the same rate of of Rancho Cucamonga. No hydraulic driving will be permitted under concrete and Drawings call for or describe materials, workmanship, or construction of a better ratio. with the diameter or radius of throw, sure,and discharge as shown 1. The Contractor shall request the of the Ci of Rancho Cucamonga in and which lists each installed equipment and material item including names precipitation ( ) PTSpaving. re4 P�� City g quality,higher standard,or larger size than is required by the above rules and regulations, and addresses of manufactures local representatives. on the Drawings and/or specified in these special provisions. writing at least 48 hours in advance of testing. the provisions of these Specifications and.Drawings shall take precedence.. b. Catalog and parts sheets on every material and equipment item installed 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01 B),all requirements for 3. Refer to City Standard 120"Trench Repair"when within City streets susceptible to under this Contract. non-pressure lateral line pipe and fittings shall be the same as for solvent-weld 2. Spray heads shall have a screw adjustment. traffic loads. 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and D. Explanation of Drawings: C. Guarantee statement. pressure main line pipe and fittings as set forth in section 2.0113 of the Specifications. prove watertight. d. Complete operating and maintenance instructions on all major equipment. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. D. Assemblies 1. Due to the Scale of the Drawings,it is not possible to indicate all offsets, fitting, D. Brass Pipe and Fittings: Note: Testing of pressure main lines shall occur prior to installation of the electric sleeves,etc.,which may be required. The Contractor shall carefully investigate the 2. In addition to the above mentioned maintenance manuals, provide the City's 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. control valves. structural and finished conditions affecting all of his work and plan his work maintenance personnel with instructions for major equipment and show evidence in 1. Where indicated on the Drawings,use red mass screwed pipe conforming to Federal sprinkler body. Install lines(and various assemblies)in such a manner as to conform with the details accordingly,furnished such fittings,etc.,as may be required to meet such conditions. writing to the City of Rancho Cucamonga at the conclusion of the project that this Specification#W W-P-351. in the Drawings. 3. All piping under Paved areas shall be tested under hydrostatic pof 150 pounds Drawings are generally diagrammatic and indicative of the work to he installed. The service has been rendered. 5. All sprinkler heads of the same type shall be the same manufacturer, per square inch and proven watertight prior to paving. work shall be installed in such a manner as to avoid conflicts between the irrigation 2. Fittings shall be red brass conforming to Federal Specification#WW-P-460. 2. install NO multiple assemblies in plastic lines. Provide each assembly with its own system,planting and architectural features. E. Equipment to be Furnished: O. Sleeving: outlet. 4. Sustain pressure in lines for not less than six(6)hours. If leaks develop,replace E. Copper Pipe and Fittings: joints and repeat test until entire system is proven watertight. 2. All work called for on the Drawings by notes or details such be furnished and 1. Supply as a part of this contract the following tools: I. Sleeving under hardscape or paved areas for mainline,lateral lines or control wiring 3. Install all assemblies specified herein in accordance with respective detail. In installed whether or not specifically mentioned in the specifications. 1. Pipe: Type K,hard tempered. shall be Schedule 40 P.V.C.or approved equal. absence of detail drawings or Specifications pertaining to specific items required to 5. All hydrostatic tests shall be made only in the presence of the General Contractor and a. Two (2) sets of special tools required for removing, disassembling and complete work,perform such work in accordance with best standard practice with the City of Rancho Cucamonga. No pipe shall be backfilled until it has been 3. The Contractor shall not willfully install the irrigation system as shown on the adjustingeach t of sprinkler and valve supplied on this project. 2. Fittings: wrought copper,solder joint type. P. Vandal Resistant Controller Enclosure: type p pp p � prior approval of City of Rancho Cucamonga. observed,tested,and approved in writing. Drawings when it is obvious in the field that obstructions, grade differences, or b. Two(2)four-foot valve keys for operation of gate valves. discrepancies in area dimensions exist that might not have been considered in C. Two 2 keys for each automatic controller. 3 Joints shall be soldered with silver solder,45%silver, 15%copper,16%zinc,24% I. Controller enclosure shall be of size and type shown on the Irrigation Drawings and 4. PVC r and fittings shall be thoroughly cleaned of dirt,dust,and moisture before 6. Furnish necessary force and all other test equipment. engineering. Such obstructions or differences should be brought to the attention of O Y cadmium,solidus at 1125'F,and li uidus at 1145°F. Irrigation Detail sheet. P g Y PSP . P d. One(1)quick coupler key and matching hose swivel for every five(5)or q g installation. Installation and solvent welding methods shall be as recommended by the City of Rancho Cucamonga. In the event this notification is not performed,the fraction thereof of each type of quick coupling valve installed. the pipe and fitting manufacturer. 7. When the irrigation system is completed,perform a coverage test in the presence of Contractor shal I assume full responsibility for any revision necessary. F. Valves: 2. A backboard shall be secured to the controller enclosure housing to provide a base the City of Rancho Cucamonga to determine if the water coverage for planting areas 2. The above mentioned equipment shall be turned over to the City at the conclusion for mounting the automatic sprinkler controller and terminal strip. 5. On PVC to metal connections,the Contractor shall work the metal connections first. is complete and adequate. Famish all materials and perform all work required to 1.03 SUBMITTALS of the project. Before final observation can occur, evidence that the City has I. Ball Valves(1'/2"and smaller) Teflon tape or approved equal,shall be used on all threaded PVC to PVC,and on all correct any inadequacies of coverage due t6 deviations from the Drawings,or where received material must be shown to the City of Rancho Cucamonga. 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt threaded PVC to metal joints. Light wrench pressure is all that is required. Where the system has been willfully installed as indicated on the Drawings when it is A. Material list: a. Ball valves shall be a 125 Ib SWP bronze valve with threaded ends and shall receptacle. Metal conduit shall run from the 117 volt supply to the controller threaded PVC connections are required,use threaded PVC adapters into which the obviously inadequate,without bringing this to the attention of the City of Rancho 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING be equipped with a stainless steel handle. housing. All power within the housing shall be properly phased, pipe may be solvent welded. Cucamonga. This test shall be accomplished before any ground cover is planted. I. The Contractor shall furnish the articles,equipment,materials,or processes specified b. Ball valves shall be similar to those manufacturer by Nibco or approved by name in the Drawings and Specifications. No substitution will be allowed without A. Handlingof PVC i and fittings: The Contractor is cautioned to exercise care in handling, equal. 4. A terminal strip shall be provided,clearly indicating the proper points of connection pipe 8 8 E. Line Clearance: 8. Upon completion of each phase of work, the entire system shall be tested and prior written approval by the City of Rancho Cucamonga. loading,unloading,and storing PVC pipe and fittings. All PVC pipe shall be transported in C. All Ball valves shall be installed per detail. of all appropriate wiring(station valves,master valve,common,central control). adjusted to meet site requirements. a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending 1. All lines shall have a minimum clearance of six (6) inches from each other and 2. Complete material list shall be submitted prior to performing any work. Material list or a concentrated external load at any point. Any section of pipe that has been dented or 2. Resilient Wedge Gate Valve(2"and larger) Q. Miscellaneous Irrigation Equipment: twelve (I 2)inches from lines of other trades,with the exception of the control wire 3.07 MAINTENANCE shall include the manufacturer,model number,and description of all materials and damaged will be discarded,and if installed,shall be replaced with new piping. sleeve(s)which shall be installed adjacent to pressure supply line. Parallel lines shall equipment to be used. Although manufacturer and other information may be a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" 1. Refer to the,Irrigation Plans for sizes and types of miscellaneous irrigation not be installed directly over one another. A. The entire irrigation system shall be under full automatic operation for a period of seven(7) different,the following is a guide to proper submittal format: 1.05 SUBSTITUTIONS operating nut. equipment. days prior to any planting. b. Resilient Wedge Gate valves shall be No.403 RT-RW as supplied by Watts F. Automatic Controller Assembly: Item No. Description manufaSttALirI Model No. A.• if the Contractor wishes to substitute any equipment or materials for the equipment or or approved equal. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. materials listed on the Drawings and Specifications,he may do sob providing the following C. All Resilient Wedge Gate valves shall be installed per detail. g � Y Y Pro g 8 Install as per manufacturer's instructions. Remote control valves shall be connected to Backflow Preventer Febco 825-Y-BV information to the Cit of Rancho Cucamonga for approval: PART 3-EXECUTION TION Y g PP •. controller in numerical sequence as shown on the Drawings. 3.08 CLEAN-UP 2 Automatic Controller Calsense ETI-DTR2 G. Quick Coupling Valves: 3 Master Valve Clayval 136-ACSKC l. Provide a statement indicating the reason for making the substitution. Use a separate 3.01 OBSERVATION OF SiTE CONDITIONS G. High Voltage Wiring for Automatic Controller: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed 4 Etc. Etc. Etc. sheet of paper for each item to be submitted. brass,I. Quick coupling valves shall have a btibody designed for working P le from the site,all walks and paving shall be bloomed or washed down,and any damage sustained on pressure of 150 P.S.I. A, All scaled dimensions arc approximate. The Contractor shall check and verify all si^.e 1. 120 volt power connection to the automatic controller shall be provided by the the work of others shall be repaired to its original condition. Irrigation submittal must be specific and complete. All items must by listed and 2. Provide descriptive catalog literature,performance charts and flow charts for each dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding Contractor. should include solvent,primer, wire,connectors,valve,boxes,etc. No copies of item to be substituted. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type with work under this Section. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE manufacturer's literature(catalog cuts)are required as submittal information. shall be as shown on the Drawings. 2. All electrical work shall conform to local codes,ordinances,and union authorities 3. Provide the amount of cost savings if the substituted item is approved. B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall A. The Contractor shall to each stem in its entirety for the Ci of Rancho Cucamonga g pPro having jurisdiction. opera � �' City g 3. The Contractor may submit substitutions for equipment and materials listed on the H. Backflow Prevention Units: be responsible for damages to utilities which are caused by his operations or neglect. Check at time of final observation. Any items deemed not acceptable by the City of Rancho Drawings by following procedures as outlined in Section 1.05 of the Irrigation B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting existing utilities drawings for existing utility locations. H. Remote Control Valves: Cucamonga shall be reworked to the complete satisfaction of the City of Rancho Specifications. any submittal item as an approved equal to the equipment and materials listed on the 1. Backflow prevention unit shall be of size and type indicated on the irrigation Cucamonga. Drawings and Specifications. Drawings.drawings. install backflow prevention units in accordance with the Dwings. C. Coordinate installation of sprinkler materials including pipe,so there shall be no interferenceg � 1. install where shown on the Drawings. Where grouped together,allow at feast twelve 4. Equipment or materials installed or furnished without prior approval of the City of with utilities or ocher construction or difficulty in planting trees,shrubs,and ground covers. (12) inches between adjacent valve boxes. Install each remote control valve in a B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has Rancho Cucamonga may be rejected and the Contractor may be required to remove 1.06 GUARANTEE 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with received all accessories,charts,record drawings,and ui ment as required before final site such materials from the site at his own expense. D. The Contractor shall careful) check all des to satisfy himself that he may safe) proceed separate valve box. g eq p Pe 60 mesh monei screen and shall be similar to Bailey#10013 or approved equal. Y Bra �' Y Y P observation can occur. A. The guarantee for the irrigation system shall be made in accordance with the attached form. before starting work on the irrigation system. 1. Flushing of System: 5. Approval of any item, alternative or substitute indicates only that the product or The General Conditions and Supplementary Conditions of these Specifications shall be filed 3. All pressure main line piping between the point of connection and the backflow 3.10 SITE OBSERVATION SCHEDULE products apparently meet the requirements of the Drawings and Specifications on the with the Cit prior to acceptance of the irrigation system. preventer shall be installed as required by local code. The Contractor shall verify 3.02 PREPARATION 1. After all new basis of the information or samples submitted. Y P P g Y sprinkler pipe lines and risers are in place and connected,all necessary P with the local governing body as to material type and installation procedures prior diversion work has been completed,and prior to installation of sprinkler heads,the A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance B. A copy of the Guarantee form shall be included in the operations and maintenance manual. to start of construction. Submit shop drawing for approval. A. Physical layout: control valves shall be opened and full head of water used to flush out the system. for the following observation meetings,according to the time indicated: 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the f. Check Valves: I. Prior to installation, the Contractor shall size stake out all pressure supply lines, 2. Sprinkler heads shall be installed only after flushing of the system has been 1. Pre-Job Conference-7 days following information: routing and location of sprinkler heads. accomplished to the complete satisfaction of the city of Rancho Cucamonga. B. RECORD DRAWINGS: 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze constriction 2. Pressure supply line installation-24 hours with replaceable composition, neoprene, or rubber disc and shall meet or exceed 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. GUARANTEE FOR IRRIGATION SYSTEM P p° P J. Sprinkler Heads: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline Federal Specification WW-V--51 D,Class A,Type 1V. 3. Lateral line and sprinkler installation-24 hours ozalid prints which shall be corrected daily,showing every change from the original B. Water Supply: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be P y� g �' g g We hereby guarantee that the irrigation system we have famished and installed is free from defects Drawings and Specifications and the exact installed locations,sizes,and kinds of in materials and workmanship;and the work has been completed in accordance with the Drawings 2• Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P.thread I installed in this work shall be equivalent in all respects to those itemized. 4. Automatic controller installation-24 hours equipment. Prints for this purpose may be obtained from the City of Rancho and Specifications,ordinary wear and tear,unusual abuse,or neglect excepted. We agree to repair inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve 1. The irrigation system shall be connected to water supply point(s)of connection as Cucamonga at cost. This set of drawings shall be kept on the site and shall be used or replace any defects in material or workmanship which may develop during the period of one year shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve indicated on the Drawings. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no 5. Control wire installation-24 hours only as a record set. from date of acceptance and also to repair or replace any damage resulting from the repairing or shall be similar to the Valcon"ADV"or approved equal. ppcase shall the spacing exceed the maximum recommended by the manufacturer. 2. Connections shall be made at the approximate location(s)shown on the Drawings. replacing of such defects at no additional costs to the City. We shall make such repairs or 6. Pressure supply line and lateral line testing-48 hours 2. The Contractor shall make neat and legible notations on the record drawing progress replacements within a reasonable time,as determined by the City,after receipt of written notice. In J. Control Wiring: The Contractor is responsible for minor changes caused by actual site conditions. 3.04 TEMPORARY REPAIRS sheets daily as the work proceeds, showing the work as actually installed. For the event of our failure to make such repairs or replacements within a reasonable time after receipt 7. Coverage test-48 hours example,should a piece of equipment be installed in a location that does not match of written notice from the City,we authorize the City to proceed to have said repairs or replacements 1. Except as noted otherwise,connections between the automatic controllers and the C. Electrical Supply: The City reserves the right to make temporary repairs as necessary to keep the sprinkler system the plan,the Contractor must indicate that equipment has been relocated in a graphic made at our expense and we will pay the costs and charges therefore upon demand. electric control valves shall be made with direct burial copper wire AWG-U.F.600 equipment in operating condition. The exercise of this right by the City shall not relieve the 8. Final observation-7 days manner so as to match the original symbols as indicated in the irrigation legend. The volt. Control wiring installed in control wire conduit within structure shall be made t. Electrical connections for any and all automatic controllers shall be made to electrical Contractor of his responsibilities under the terms of the guarantee as herein specified. relocated equipment and dimensions will then be transferred to the original record with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each point(s)of connection as indicated on the Drawings. g• PROJECT: PPe B. When observations have been conducted other than the City of Rancho Cucamonga,show drawing plan at the proper time. automatic controller. Common wires shall be white with a different color stripe for 2. Connections shall be made at the approximate location(s)shown on the Drawings. 3.05 EXISTING TREES evidence in writing of when and by whom these observations were made. LOCATION: each automatic controller. Install in accordance with valve manufacturer's The Contractor is responsible for minor changes cause by actual site conditions. 3. Before the date of the final observation,the Contractor shall transfer all information specifications and wire chart. In no case shall wire size be less than#14. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible care C. No site observations will commence without"As-Built"record drawings. The contractor from the "record drawing" prints to a sepia mylar or similar mylar material. SIGNED: 3.03 INSTALLATION to avoid injury to trees and tree roots. Excavation in areas where two(2)inch and larger roots occur shall not call for a site visit without "As-Built" record drawings, without completing Arrangements shall be made through the city for obtaining said sepia mylar or 2. Wiring shall occupy the same trench and shall be installed along the same route as shall be done by hand. All roots two(2)inches and larger in diameter,except directly in the path previously noted corrections,or without preparing the system for said visit. similar mylar material. All work shall be in waterproof India ink and applied to the ADDRESSED: pressure supply or lateral lines wherever possible. A. Trenching: of pipe or conduit, shall be tunneled under and shall be heavily Wrapped with burlap to prevent mylar by a technical pen made expressly for use on mylar material. Such pen shall scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller be similar to those manufactured by Rapidograph, Kueffel&Esser,or Faber Castell. PHONE: DATE OF ACCEPTANCE: 3. Where more than one(1)wire is placed in a trench,the wiring shall be taped together than two(2)inches in diameter,the wall of the trench adjacent to the tree shall he hand trimmed, at intervals of fifteen 15 feet. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe The dimensions shall be made as to be easily readable even on the final controller ( ) to an even grade. Trenching excavation shall follow layout indicated on the making clean cuts through. Roots one(1)inch and larger in diameter shall be painted with two coats - chart(see Section C). The original mylar"record drawing"plan shall be submitted PART 2-PRODUCTS Drawings and as noted. of"free Seal,or equal. Trenches adjacent to tree should be closed within twenty-four(24)hours,and 4. An expansion curl shall be provided within three(3)feet of each wire connection. to the City of Rancho Cucamonga for approval prior to the completion of the where this is not possible,the side of the trench adjacent to the tree shall be kept shaded with burls Expansion curl shall be of sufficient length at each splice connection at each electric controller chart. 2.01 MATERIALS 2. Provide for a minimum of twenty-four(24) inches cover for all irrigation lines or canvas. control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid looselyinstalled under paving or hardscaping. 4. The Contractor shall dimension from two(2)permanent points of reference,such as A. General: Use only new materials of brands and types noted on drawings, specified herein, g building corners, sidewalk edges, road intersections, etc., the location of the ora roved equals. in trench without stress or stretching wire conductors. PP q ua3. Provide for a minimum of twenty-four(24)inches cover for all pressure supply lines CITY 0 F RANCHO C U CA M 0 N G A following items: B. PVC Pressure Main Line Pipe and Fittings: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird of three(3)inches or larger in diameter. a. Connection to existing water lines. Snap-Tile wire connectors., or approved equal. Make only one splice with each « connector scaling pack. 4. Provide for a minimum of eighteen(I8)inches cover for all pressure supply lines of b. Connection to existing electrical power. 1. Pressure main line piping for sizes 2 and larger shall be PVC Class 315. g P TRACT �3835 two and one half(2/�,")inches or smaller e. Gate valves. d. Routingof sprinkler pressure lines dimension max. 100'along routing). 2. Class 315 i shall be made from an NSF approved T 1 Garde !, PVC 6. Field splices between the automatic controller and electric control valves will not be P P ( g g)• pipe io Type 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. ROCHESTER AV EN U E e. Sprinkler control valves. compound conforming to ASTM resin specification D1784. All pope must meet allowed without prior approval of the City of Rancho Cucamonga. f. Routing of control wiring and locations of all splice boxes. requirements as set forth in Federal Specification PS-22-70,with an appropriate 6. Provide for a minimum cover of eighteen(I 8)inches for all control wiring. g. Quick coupling valves. standard dimension(S.D.R.)(Solvent-weld Pipe). K. Automatic Controller: & VINTAGE DRIVE h. Stub-outs for future connections. 7. Refer to City Standard 120"Trench Repair"when within City streets susceptible to i. Other related equipment as directed by the City of Rancho Cucamonga. 3, Pressure main line piping for sizes 1-1/2"and smaller shall be PVC Schedule 40 with 1. Automatic controller(s)shall be of size and type shown on the Drawings. traffic loads. solvent welded joints. IRRIGATION SPECIFICATIONS 5. On or before the date of the final field observation,the Contractor shall deliver the 2. Final location of automatic controller(s)shall be approved by the City of Rancho B. Backfilling: corrected and completed sepias to the City of Rancho Cucamonga. Delivery of the 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC compound Cucamonga. �'� . _ - APPROVED 9Y DATE P responsibility g q conforming to ASTM resin specification D1785. All pipe must meet requirements L The trenches shall not be backfilled until all required tests are performed. Trenches �, V'��` E �t sepias will not relieve the Contractor of the res nsibilit of furnishing required AP . information that may be omitted from the prints. as set forth in Federal Specification PS-21-70. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each ,',`-„ ,�` o. 11 4953 pe shall be carefully backfilled with the excavated materials approved for backfilling, V. C1 CITY ENGINEER RCE NO - _ _ automatic controller location is to be famished by others. The final electrical hook- .y� consisting of earth,loam,sandy clay,sand,or other approved materials,free from ,, C. Controller Charts up shall be the responsibility of the Contractor. " �E S iG N -W11 R t v M E ti^t n 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to large clods of earth or stones. Backfill shall be mechanically compacted in .r ASTM test procedure D2466. landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. C. � � Will v � 7-/C -QG 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before L. Electric Control Valves: Backfill will conform to adjacent grades without dips,sunken areas,humps or other `r > - - - --- f ORSUM/�l1MML KS & MURPHY, INC. controller charts are prepared. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type surface irregularities. O p A w M ^"""^"'• �"^�'"^° "" "^' S$49 r r and installation methods prescribed by the manufacturer. 1. All electric control valves shall be the same size and type shown on the Drawings. _7- 9l. q_ r ANt)sc-Air AR(wrtcr5 2. Provide one controller chart for each controller sequence. 2. A fine granular material backfill will"be initially placed on all lines. No foreign 11 � � � ---�-k- - -- ____ !! - L"6 DE - 2. All electric control valves shall have a manusl flow adjustment. matter larger than one-half('/2)inch in size will be permitted in the initial backfill. or. ; A�IE .r CNECwEDlOB #260702 CQAwMG NO , 11 3. Provide and install one control valve box for each electric control valve. .% DAY( r t E 04^ /J S 0-1- - __ :,1, , SHEET NO. OF ,�. 2_q 6" CONCRETE HEADER Fp I S A L REFER TO DETAIL S — fob `-c- t!'- ei^L-) - _ ir- �---- _ sP,.-.•...,.•y .�, r - -- � _ �-"""'rte -�r�'""E� �°-..'a.;r—� �•--�-- _ `E �]Q � 1 bs r I / V fw ( s aL 1 in ps I ( i 6AL) L5 4N. ScF_F�3 W on ,o3 Ion W) o pn cc D CD � IB M IN N fV 'lot, 1 I _ a ti W to O to O o u II 11 w a. r` <� ,o arr 66'l0l 55 � fe 43 Ls LS 9S. a � Q i -- - g' O, I GI al-) 4 LJ I J7r SI P% s�� ----- z oo'tc . Fv rs - �- 6'WROUGHTCM i o IRO N F --- - — - s d�2 yd � s ; � � h e h ti � �Fy ,h SS �� ,� • I II 2 BOLLARDS {i 2 1 �E �''✓ $LF _ y k Fy fs a. REFER O DETAIL BIGHORN PEAK COURT 6" CONCRETE HEADER °~ ' ti� Ay � s I REFER TO DETAIL N t' `�-� V� �7w H h' y d l I 6 V1IRO UGH .�. T RON FENCE r, . n _ _�i_ - - �� 66'L C 1 f�1ti t'1 4'1• CIS oG r I � --- -- -- _ - - � �� � _ �T r zi: �� �� i _ .. V • t Ts E E 12- -T� N �w9 tE 1� �s - • ti � - r _ � - I bS �5 I�J A LLS• n - - --- S s 1' P y s o -- __ ps I \ I I I � r oz � I z _ w W O Q N O O O (6 w�U rn �z � w � I O I � Illi N z Qw _j W w III 4 W (L L)w� I (` a d a Z a � ` zs - • �— mt F e r o I oa s.. MATCHLINE SEE SHEET L-8 1 m 14 — �i u 11^0 615 L) PLANT MATERIALS LIST 4 x YL. 4�- rl s STORM DRAIN/UNDERGROUND UTILITIES BCR ■ ( I ASF 2'I - e E sPACnrG OIM POP ORJtCHYCFRTON POPULNEUM if GAL 2r O.C. f10TTl.E TREE _ _ MIN. I ( PM CAN FINDS CANARIENSl'3 if GAL zr O.C. M � �yII ,4, �i w SIDEWALK - - - CANARY ISLAND PINE - _ GJ V� • z + POLL + 1 S.L. 60'I-`. rjfE�i.MIlk 6^10 PLA RAC PLATANUS RACEMOSA is GAL sr O.0 O FLATS Ih ALL xi � o ,--, rxl�ORr�A SYCANO111M i r < -- \ IMA!LAN IWUS LANCER tf GAL 2r O.C. " CURB AND GUTTER METER 10' S' \ 5 H �-tJ>� �E t�9 13 E-C-�,��E * MIN MIN I AFRICAN sUIIIAc • // 1\ �� SEE SLEET-9 I �• G IJ P- 1�1 A L IL AGA PP AGAPAM"M"PETER PAN' 1 GAL 1r O.C. u » �, .9 L&rofTfBENI-E � � . SEE SHEET; 3 v�M•! ✓ SfEE1_�f� -N G I. L-_ L-7 - - - - z �1•IGED r I �,�W. STEEL W EL GED CEA HORCEANOTHUS QH^lArrcEEE Po1Nr s GAL r D.C. ., t 34 = u < SIDEWALK �' c�rNGr�w/ ra �(''>"N G�l.i.5i E'cL u < ,• ' FH DRIVE S.L_ r T \O M� xR6`L1- p I p v F[-f-t F W t•0e T0111�. NAN Nr wINa�NA+IRNA RAlPl1REA• 1 GAL a-o.c W r ' $ S EE E E T APPROACH J y� --- — - - - --- - I< bR D FEAVE?RY sA,Bllr)O a - cuRe AND cuTTER J - I _ _ -2 -8 Tyr DESCRIPTION OF REVISION DATE ��CITY - - - I T(r }?OdGSC,ts� FM So 'SANTA CRUZ' f GAL r O C. � rrRAu 10' 10' !_A; MIN I MIN. * I N I MIN ti, _ , AME GRA A/lLN G#lAIFLO1tA 1 GAL S• -- kN>t Am+rr -- -- A I[Np►c DLoCIt App D 8Y ARS vlsT GLOSSY _ UNDERGROUND `,A i I _ _- A@ELN C _ Y OF RANCHO CU%. MONGA STRUCTURE eg. ,. j _ ; SEE SHEET '� CATCH BASIN c, y` I -G►�'�`/ SrEE rlre�� L� L-10 �- . XYL CON XYLOSMA CONOESTLir•CO�ACTA• f GAL 4.O.C. `o , TRANSFORMER VAULT. _ 1= • - SI1.� f0 �LE 3 rlrE. DwAdwXYL.O�A 7 I •' N Il. N •� ~ Lr- TRACT 13835 t NOTES. / CRUS"Ep FrK W IML O M� L 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 4� 't PIC0,TM��-v �E4 GAZ Mw GAZAN111A 4 1`SUpg11U1VTE' FI ATS r O.C. ROCHESTER AV EN U E 2. ALL TREES IN THE R-O.W. ARE SUBJECT TO LINE.OF.SIGHT IIyL �50 r"-rL- W1Irk(. >w1fTE TPALING GAZAIM CRITERIA AS APPROVED BY TRAFFIC ENGINEER. Ha�-e I►�GvNf6�r & VINTAGE DRIVE 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st IV�Ic � PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. /�IeI�L7�J-L�ELDS 'ro rlr� yt•rtL-L-ET 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND PLANTING PLAN FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY V -_ OWNED WATER ac SEWER LATERAL LINES. STEEL BOLLARD �,P''r PAR TR! �TRK�IOATA SGAL 1s o.C. APPROVED BY: '/ DATE' 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. go"wr (f! 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE \ '� 24953 ENGINEERING DIVISION. ��' CITY ENGINEER RC.E N0. MULCH-4"OF WOOD CHIP MULCH AS SUPPLIED BY BLUE RIBBON MURSERIES, L 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY � DESIGN � RECOMMENDED ORANGE,CALIFORNIA. R UFF V 7 STANDARD PLANS. b CITY OF RANCHO CUCAMONGA, CALIFORNIA FORSUM/SUMMERS & MURPHY, INC. n DRAWN 7/,•)C •K��•v 1700DNUK•,CN/f FM 0767017,...31-6 SHEET PPROvED By TREE PLACEMENT NORTH r9tf, �Q, of STANDARD PLAN V _ % 'Js. ���" LANDSCAPE ARCHITECTS LL-1 fiNn L-7 CC EN 24953 DATE USE wrtN STANDARD SPECIFICATIONS FOR ►uBLK WORKS CONSTRUCTION SEE SHEET 1.=I I FOR PLANTING NOTES SCALE 1"=20'-�" OF A��� CHECKED �7Q2 DRAWING NO SHEET I or I - . RC E. NO DATE FILE NO SHEET NO. OF 30 2S OAh h o Is 11 0• a, I AL) 1°p, 5 A^I. MATCHLINE SEE SHEET L-7 .L B��B. ..�. �.�.��.. sl•BL BI•B#R 61 _ .. _... 01 r t A e ISI d,c• CI E-tVV- AL� CC J � g ��� 7 3 � i t N 3R N 3R IX 9 $ 6RA_z I I'F'I. �, W e g" o .� . �` 40 44 11 2 7 77)67 � TU!nI -- _ 9`W rho r' =1�A / Z s t-I F-V$ �v s 8 g o a g� \ 2-� W GUS WPI, w� w w w .,. 6 CL Q ,�. :• FlArl rl e I A'lo,�, (I� CEJ �- - >n � Z �6 ' q> ♦ z / Z 22 _ 4:5y4 tisz 00' L Gott oLE5,7o r'iB / / I, 5 I a� _ _ L I O� j'/ 2� aV, - - f 2-c- - — — h #4:v MBER M • IIV C OURT 73 /:d _ LJ La N I r �.�� 5H Ru s3 >��5 .. . � _ o�: - �'� rwC-r1 �IPy.I� V�AIS L S, �° 1Q ti h 6 CONCRETE HEADER v� k• 1, I � N � {` I 1 �v R o� REFER TO DETAIL a \ I F - �O d I 9L 9l PT � lei 7 i -- I I s - N - - - - - - l �/ i / - .•�i i • � y�fT �l 1� T� .- - 4 y� 'M w. g - /0 b w bcrwmlJ f1 72 CU W N1 � M . _ Z 2`� I � : O r Z O f O � I I N � O M a W �� as o aVd' g a a � �f cn N V GoH � e- , C V � I n `�7 v�- � � o a I— N v Y W I . W V tt W -Z ,� Q O �—� W 0 al O i=- G � N� cL a a W_j_ v r H � V IX \_ Z 7 �� Q UWP � Q 11to {— �►��It O a w Q 3Z V w - — L s t: S� -- — — -- - — -_A --- - - - - - -- --- -- -- — — - - — - - - - - \ - - - - - - — - - -- - - - - - - F� x — --n ` -jr ` -y K icli _4k 1 .. , r 'l . r y,.i" - r q d , • - y_- .: p _ -y- - .. _VA4 mak- �, �'•._,Y f 7T� �1' _/ � ":-� - �'r•+} _ -►5,. \ < }�_.� - I, ` Al I RSA � o• � , . r� _ • . • - -- _ ._ --- �- _ I 1. M f M b •v , v F I F �1 G o r► �� VINTAGE DRIVE MATCHLINE SEE SHEET L-10 E ET L9MATHLINE SEE SH , 14 - G Esq HOS CS crAL� G 5 em- AL.- 3•'� — X L... Goh - �,r► i � C I s A�� PLANT MATERIALS LIST U 6 111 ALt, SHF-Lj G E� �•••,O (c ALESx, y - DESCRIPTION OF REVISION DAT1 CITY 5 atFEs >� fP Lcm ® ®. 'Tca ® JAPPROWD BM POP BRACHYCHITON POPULNEUM 15 GAL 26•O.C. AI ` ` CITY �F RANCHO CUCAMONGA Born-VTREF " SEE SHEET PIINUS L-3, L-9 PMI CAN CANARYAISIANR tf GAL iE'O.C. RAZ MW GAZAlMA•MiT'SUWA Y1M r RATE r o.c. ¢ W GAUNT ® _ EE SHEET TRACT 13835 RA RAC RATANUS RACE'MOSA 1�fiAl lr O.C. s: » CALIFOM ►SYCAMORE ! • '• ° „ L-1 -7 RM LAN RHOS LANCER 1f OAL 2r O.C. � AFRICAN SUMAC PAR Titl P>AR1TIEilOCMSiJS 7RfCUEPIDATA .RAL ,r O.C. I 4 ROCHESTER AVENUE i : <,e s 11 03TO"IVY J SEE SHEET, & VINTAGE DRIVE ARA PP AGAPANTfM TETER PAN' A RAL 1r UL O.C. UMCH-4"OF WOOD CHIP MCH AS 90VTL ED BY BLUE RIBBON NURSERIES, L-2, L-8 LILY OF THE NILE ORANGE,CALIFORNIA. I z � r+DF p r ® I Q ' PLANTING PLAN cEA HOR cEANaTllus c.N.'YANKEE POINT' Ecu r o.C. Y --� -_ _._ .,. �t. _ CARMFL CRFFPER __ "�.;d Pr - j• APPROVED BY.' DATE* L-4, �� C�f1 G� R.C.E. NO. 24.- 3 MAN NP NANOMA•NAVA PVRPVREl1' 1 GAL 1r O.C. SEE $H E E T I a� �c, � s CITY ENGINEER DWARF/EAVENLY BAMPOO : • •. � u w n �•• r n `� PTR sc PYRACANTHA`SANTA CRW i GAL r O.C. ` L t? �' DESIGN ' R E CO m M E N DE D PotrTHOFM cc 7— AW ORA ABELM GRANnIRORA 1 RAL r O.C. GLOSSY FORSUM/S 'k UMMERS & MURPHY, INC. ABF DRAWN W97CoAI -r -SU TF 200C. .-0.1vuoPw92e7917-11113lle SHEET XYL CON 3 OSR11M•COMPACTA• i RAL r O.C. NORTH vj� -1 a�,� � p L'� C f Q -JOB ARCHIITTE(C�TS .v .. �\ OV #2607 02 SEE SHEET FOR PLANTING NOTES SCALE 1 =20 —0 fi �` CHECKED I� DRAWING NO Ltl I � RCE NO DATE FILE NO J L VT SHEET NO. OF •3�0 2(9n 0I�Irr.�+ r�' w° W r • RkYz III Rt.,. .; ,:. ; E-- Ire,. WI IV--- mw-- �,� �= �.��>� �� r-sly IIIIIIIIIss m m sw� ���,�.'��.�'�� / 18 -GCA Hb (G 'AA 4o I — Sc. 5 ,^L-) . IVIATCHLINE SEE SHEET L-8 am GE DRIVE �,, 1 VINTA of I c ISII, O • c — X Gv - (3 I�1 CS A� _ C <_z fl^I..� ,N _ - _ _ _> .- `�.••.-�- :- � .r.�.'�- �, �`�; � - �-__� =ate-��� �_�, 7 , _ 6" CONCRETE HEADER O � �. ��^. REFER TO DETA[L Aq ti " 3 c! 0 n o W CL LIMITi 0 F RAJ ECS- w J AS L CC uj I � �£ r _--- itY Z 0z�— t0 --- Q I W xd! fL sti=� zti oo zl -mmmo"AP�11 1 PINE M O U N I9PURT sRA Pop_ omcmycwroN PoPI ,!GAL 25•O.C. u (k � x77 BOTTLE TREE h — PIM CAN PW CANARI IS 1!GAL 2r O.C. CAMARY tSLANO PINE �j" 90 J� 1 - '�� / .tAti� N ; PLA RAC PI ATAMIS RACEMOSA 1!GAL 3!'O.G �►°' y�c srcAroaE 1j. cAL�oal+�► O ww LAM Wars LANCER 1!GAL 2r O.C- -TT s 1 AsrncA►+suw►c o son= ill L oro E r 5 M LAY Or T1!N"AGA PP ARAP PAN RAL 1r O.C. w CFA MOR CEANOTI G.N.TANK"PMr S GAL r O.C. I i \ zf W - - q --,£. CAIO/R.CREEPER i _ lEA I _ _._ —__- � "AN MP MAMD71AMA ruIREA• t RAL tr O.C.O. \ � owI W-AVE+ILr sAJAPo PMR sc PtRAtArfTfu►�A1ITA calx• !GAL r O.C. • - - I - - - A � W AeE 011A AN"GRIi'11DlPLORA ,RAL Jr oc. � GLot�r uj XII can XVI rreOWACTA• IGAL ro.c.- T O o = OILZ 1lIII RAm"m IWTstmmlvp lm MAIM r O.C. O O / TAWM TRAIJNG GAZAMA V o O W o � 00 r� OL Q N u 2 "MTN !GAL Ir O.C. W W W aolTON nn � II a- a_ a -4- MULCH OF WOOD CHIP Ml)LCH AS EUPPLIEO BY BLUE RIBBON NUR3ER1Es, ORANGE,CALIFORNIA. fir It /A4 `r 98'fZ lt'6L � Cs SB_ £ « clic 00 08 bZ t 1172 f — -— __ T -- --T- - L--1-- -- -- --- -- -91-- j -- X17 M w 1j ........... 9 _ ROCHESTER In SEE SH T If , EE ET . q I c0 _ Y/ I N N I N :, „ II II µ .x SEJ_ FT „ Q- b I a' 49IF Olt I I I LAUNDER-- L-4 EE SHEET , L-1 a 1 TY z- .� .. ., jw OATS ' OWD. .� IT w �sA -- C Y 0F RANCHO CUCAMONGA - - rz SITE PLAN os os IV — 00'Zi t z _ 08 £Z _ z TRACT 13835 1 ROCHESTER AVENUE & VINTAGE DRIVE a .J� ��, �W `` s �� �� �� � 1 r�eA6-1,11 PLANTING PLAN .�. , , a � ca� zzca 42, y LONE PEAK DRIVE .�.,f,� APPROVED 8Y: , QATE. ss ������ �.s�eGr�w��r� �s,��w �E�wsw�►r '' i �• CITY ENGINEERLRC.E LA0. 24953 ANA* DESIGN RECOMMENDED W P /c:� f RSU UMMERS & MURPHY INC. DRAWN SHE T - 1 Q' LANDSCAPE ARCHITECTS V - L DSC E C NORTH 9lF o� OB �#2Go7 2 - °` tv �� Off' �� CHECKED Q RAWING N0. 1 = — 0, C� SCREE 20 0 It NO SEE SHEET t=i I FOR PLANTING NOTES 44.l GATE fllE NO go —L � s SHEET NO. OF 30 Z7 i — 7 - - T — � 1 1 � 1 j 1 ( --:'E-23.8 I 1 i fo 1 I N I , - 1�Rl"- TSI (co dtAL) 2 - V Gorl (ro SAL) . MATCHLINE SEE SHEET L-9 1 3 ITTU71t,77AINING WIAL! SPE IANOSCAPE AR HITE:' PI AN dAIAL) zo 1 .1 G ; _ i ; I _ - I�dI,aH I� AIT Ua �� is • � ( PE=22.0 '� I PE-30.0 % PE-31.0 ?` 1 O q . 1 Z ti U f7 r 1 1 I CA �, .;Rte; . _ A111IN LL J Z ��?��' CA w J i N r PEFi W e, _ 2 Z' GARDE ARC"! 1 WALL uj �a. i Rn nn _ ,s -L z� __-�, —ZB /gyp i" ti 1 LILL 3 a � \0 W I - i � � 1 1 . THUNDER MOUNTAIN �VENUE ,' >� 1 TT \ 1 1 \ �q� � \ 6 C NCRETE HEADER • 1 ' REFE TO DETAIL 1 1 ' 1 PLANT MATERIALS LIST kl BRA POP BRACHYCHITON POPULNEUM 15 GAL 25 O.C. SPACING BOTTLE TREE PW CAN PRM CANARIE/ISfS 15 GAL 25'O.C. 1R A `T CANARY ISLAND PINE Z f< I J PLA RAC Pl.ATANUS RACEMOSA 15 GAL 2r O.C. 20 / G CALIFORNIA SYCAMORE f W 1 LAN • RNU RHUS uNCEA If GAL 2r o. W G I 1 AFRICAN SUMAC - - - -- - - - -- - - - - 3 1 = I 1 AGA PP AGAPANTHUS'PETER PAN' 1 GAL Ir'O.C. uJ I 1 W LILY OF THE MILE I W cu"OR CEANOTHU3 G.N.'YANf� Powr s GAL roc. P _20.00 � 1 as A tI) PE=22.6 PE=24.9 PE= 7.2 '` PE 29,9 - ' ' 1 W NAN NP NIANI)WA WANA nIRPUREA, 1 GAL 1r O.C. I I a 1 Z OwARF HEAVENLY BAMBOO J i H PYR SC PYRACANTHA'SANTA CMM Z 5 GAL r O.0 1 J wtTHORa AME GRA AIM-JA GRANOlLORA 1 GAL r O.C. �o GLOSSY Ann-m m 1 V 1R � � I 1R .� 1 xYL coN xYLDSMA coNE;acsrUM$OM►ACTA' i GAL N r o.a I' ARF V s ow xnoaw► I Q - I GAz Mw GAMMA TRA GAZAIN� aAM r O.C. N - r tj _ 1 ;LRFEP:•r"FTAINING WALL I --'ER L_ANDSCA?ECy) 6 6 � I `'� ( A R CH!T E C T'S PLAN O J � Y 1 PAR TRI PARTNFROGISSUS TRICUSPIDATA 5 GAL Ir O.C. CU SOSTON NY I h I 70 00' 67 68 ! 69 70 71 1 I I '� MULCH-4"OF WOOD C"W MULCH AS SUPPLIED BY BLUE RII NURSERIES, <, ORANGE,CALIFORNIA. l y ROCN[tTtll CITY DESAPPROYEDCRIPTION OF REVISION DATE SEE�HEE� ,f f f CITY OF RANCHO CUCAMONGA ,e H N TRACT 13835 s 34 e E N ! 1! f0 7f ®y 31 EE ET 1 ROCHESTER AVENUE .� R & VINTAGE DRIVE „a. _ k}UNDEi� --�YiV"�...,A'.1��: _.. A NUE- - — — PLANTING PLAN � SEE sF��E.I - - L N`US�AP - t fA^ APPROVED 8Y DATE: u .'c–`\ N 24953 ' V ti R .E N0. L ti CITY ENGINEER C C9 ..t DESIGN RECOMMENDED '1� W * MURPHY, INC. i F RS MMERS & U C U _U SU M/ , q�_ w DRAWN �. Ns, rnw.%111woW.-Iv..or...u1enn.i..� ,.e SHEET �7�,��--• �` LANDSCAPE ARCHITECTS NORTH .� r. L-,o o, 4Q IA E # 607Q � Off' vn`.1 CHECKED �`-"' DRAWING NO l,—I I R PLANTING NOTES SCALE 1 =201—Ott _ _� _ _ ____ _ RCE NO _ SEE SHEET FOR �� DATE fllE NO /15 4� v SHEET NO -OF 36 2a NOTE: NOTES I. UNTANGLE MATTED ROOTS ST ROOT All ROOTS AT EDGE OF ROOT 6All WITH MATER PLANT. TABLET SCHEDULE PLANT MATERIALS LIST : REMFROM HOSE. 00 NOT CRKcwc NURSERS STAKES` FK ROOTT SAL dAll. 2 STAKES TO BE PLUMB AND PARALLEL 3 STAKE TREE PERPENDICULAR To PREVAILING WIND,. GRO-POWER PLANTMII[;TABLETS FOR CONTA14ER FXYMd PLANTS TREES SIZE SPACING U WE i GALLON CONTAINER RECEIVES ••9'•• • ••• • 2 TABLETS BRA POP BRACHYCHITON POPULNEUS 15 GAL. 25'O.C.' BOTTLE TREE �J 5 q TOP OF*OOu T RNTo unm rAsove FwlH camm 5 GALLON CONTAINER RECEIVES 6 TABLETS PIN CAN PINUS CANARIENSIS 15 GAL. 25'O.C. TOP TIE TO BE PLACED AS 15 GALLON CONTAINER RECEIVES •• •• ••••••• 12 TABLETS LOW AS POSSIBLE FON OR THE o T> p r ro Fay o s118p CANARY ISLAND PINE FMIG OF THE TREE BUT TOP OF STAKES BELOW NOT SO LOW AS TO LOSE HEAD OF TREE "RESUPPORT OR ALLOW 'ter SPECIES GROWTH HABIT PERMITS' 2(r'BOX RECQVES • • • • • ••• •••• • •• • •••••••14 TABLETS PLA RAC PLATANUS RACEMOSA 15 GAL. 25' O.C. THE HEAD TO DROP -- MAIN TRUNK (2) SETS of CCH TIES SPACED, 2r rWOOD CHIPyLCN CALIFORNIA SYCAMORE APART, ATTACH WITH GALVANIZED 24"BOX RECEIVES •••••• •• • ••• •• •••• •••• ••14 TABLETS RHU LAN RHUS LANCEA 15 GAL. 25 O.C. SCREWS TO S' LODGE POLES. r r VAT"WWOLODGE D PRESERVATIVE STAIN.STAKES 30'BOX RECEIVES••• •• • •• • •• •••••• •••••••16 TABLETS AFRICAN SUMAC DRIVE A MINNAUM OF ll INTO no VNOISTURBEO SOIL AND POSITION = SHRUB-3 STAKES OUTSIDE ROOT BALL '^ ` ': !, W BOX RECEIVES 09-••••••• • • • •• •• • • • • •18 TABLETS ARBOR IN TURF AREAS AND Na' FRONT YARDS. 47BOX RECEIVES •• • • 111 * • • • • • • • • • • •2D TABLETS ABE GRA ABELIA GRANDIFLORA 1 GAL. 4'O.C. GLOSSY ABELIA TOP OF ROOTSALL TO EXTEND Y �,I ABOVE FMr15H GRADE. — .�` -_- _ TIGHTLY COMPACTED 3' BERM TO FORMI - _ _ - 4W BOX •• • •• • • • • • • • • • • • • •• •22 TABLETS WATERING BASK+ FOR RESIDENTIAL AND �R AGA P.P. AGAPANTHUS 'PETER PAN' 1 GAL. 18" O.C. GROUND, COVER NSTALLATK)NS LOCATE —" --SII --RKKFIII MIX PER SPECIFICATIONS LILY OF THE NILE OUTSIDE OF PLANT PIT BERMS IN TURF T I II I I _,.—. ! • • • • • • • • • • • • • • • • •• • AREAS To eE RE�ovEo PRKr+ To CITY 1 -6U•BOXRECEIVES 32 TABLETS ACCEPTANCE CONTAINER PLANT ROOT AtliMES CEA HOR CEANOTHUS G.H. kYANKEE POINT' 5 GAL. 8' O.C. PLANT PIT TO BE (I) TICS THE _ WIDTH Of THE MOT BALL FOR LARGER BOX SIZES, USE 3 TABLETS FOR EACH 1/2"OF CARMEL CREEPER {11=til I CALIPER SIZE.,MEASURED 14"ABOVE FINISH GRADE. NAN N.P. NANDINA WANA PURPUREA' 1 GAL. 18" O.C. DWARF HEAVENLY BAMBOO II— NATIVE SOIL ROOT BALL � I NATIVE BACKFILL WITH ND PYR S.C. PYRACANTHA 'SANTA CRUZ' 5 GAL. 4'O.C. 11_ ROCKS GREATER THAN S DIA FIRETHORN 1=i!!-3'+=y`: IAl I=III—i I I—i 1= �? l=•'I i 1 I1=1I1=1Ia:qII 1=1I1=1I1=111 II— IVE I1=111=111— NATSDISTURD, XYL CON XYLOSMA C. 'COMPACTA' 5 GAL. 4' O.C. ��,,►1=1►ILII=111�I�1— OL UNBEPLANTING LEGEND DWARF.XYLOSMA TWICE ROOT BALL MOTH, PLANTING GROUNDCOVER GAZ M.W. GAZANIA 'MITSUWA WHITE' FLATS 8" O.C. WHITE TRAILING LANTANA DOUBLE STAKED TREE VINES • ��� PAR TRI PARTHENOCISSUS TRICUSPIDATA 5 GAL. 15'O.C. BOSTONIVY MULCH -4" OF WOOD CHIP MULCH AS SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CALIFORNIA. FLAT SIDE UP CURB MORTAR COBBLESTONE SIDEWALK 2% 4" OF COMPACTED COARSE GRIND 27G WOOD FIBER MULCH. 4 HARDSCAPING/ CONCRETE -1 GRADE `� \, J `J 4 ' 4 4 IOP HEADER OF ROOtBALI TO EXTEND 2' 4 ABOVE FINISH GRADE 4 ORIGINAL GRADE - NATIVE BACKFILL WITH NO ROCKS 12" � tTT// -I -_ GREATER 7HAM 3" DIAMETER. 3" MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE 3'KOTIGHHTLYCOPTDIu o PLACE RC a a CURB A GUTTER =1 I I=I _ N N 2' MIN. / 4' MAX. RAD. w l 11 1 1 I II II I I- - I I=1 I I=1 I I=1 I I=1 I I=1 I I=J I I-J I II- I� l —IIiIIi_I I h — � I ISI I II I 1—SHi1 OV1=EL i1 C1U=T TED=Gi1 I =T—III— 4 I - 6" CONCRETE HEADER ROOT yAll PLANTER COMPACTED REFER TO DETAIL AREA E7i 4 NATIVE SOIL 4 Vkp PLANT PIT TO BE (7) TIMES THE 4 -II1311=1I1=1I1=1I1=1I1=1I1=1I_I- WIDTH °` THE "°°' BALL SIDEWALK HARDSCAPE 1-1 11=111=111=11 J=1 11^I 11=1 11=1 I I AT RIGHT ANGLES (TYP.).i I I=1 11=1 1 1.1 I I-1 I I-1 I I-1 I I-1 I i— PLANTINGS NOTES 3MIN. / 4MAX. RAD. NOTES: I. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SMALL /7-JOIN CC MOW CURB PER CITY STD. 534 UNOISTURBEO NATIVE SOK SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL NOTES: 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC. , AND SHALL TAKE 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED. SHALL BE: NOTES SOLE RES156NSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO COBBLESTONES: MAX. 18" - MIN. 5' W/1 FLAT SIDE T UNTANGLE MATTED ROOTS 81 LOOSENING ALL ROOTS AT EDGE OF ROOT BALL 00 NOT CRACK ROOT BALL 2. COBBLES SHALL HAVE 2/3 EMBEDMENT THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR, 1 PART CEMENT TO 2-1/2 PARTS SAND, 2000 PSI • CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR PORTLAND CEMENT CONCRETE. (NO "DRY-PACK IS ALLOWED) 4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL THE CITY INSPECTOR, PRIOR TO PROCEEDING WITH REMAINING REQUIREMENTS. ROCK WORK. 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CONTAINER PLANTING ON SLOPE MULCH INSTALLATION I CITY INSPECTOR. Qi ANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE 7. CONCRETE CLASS 520-D-2500. GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. CITY OF RANCHO CUCAMONGA, CALIFORNIA PROVED IV RIVER WASHED GRANITE LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL COBBLESTONES ONE HALF OF SPACING TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS. IY ENGINEER DATE uS[ wITN STAN°AA° SKCKK:ATKINS fOR PU�UC ,ATDRRS eanTlluetaK SHEET : or t CONCRETE HEADER - T i 2- RAD JS LIMIT OF PLANTER AREA RECUIREMENT E 2ag53 EXPOSED EDGES AMD FINISH PEO MAN GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR I" N AWN AT GRAPE LEVEL AT SwALE CROSSINGS) SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO CROSS 6­ OR a" PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM:. EE NOTE FINISH GRADE _ BLUE RIBBON NURSERIES ••s••• _ ORANGE, CA 11=1 I I—III :••• —I � I={11-1 (714) 633-3666 CITY ;� 'I=III I i l—III=III. 'I II I l •III I I _ DESCl1 PPM OF REVISION �ATt I T RE-BAR CONTINUOUS OTHERWISE INSTRUCTED) J ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY ,THE CITY III—III—,I _ �o AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION CITY OF RANCHO CU"MONGA . EvA OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVALBY A 'REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. TRACT 13835 I . THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. ROCHESTER AVENUE NOTE: FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON 1, ALL SHRUBS AND GROUND COVER TO BE' PLANTED AT EQUAL SOIL TEST RECOMMENDATIONS. ROTOTILL THE REQUIRED SOIL & VINTAGE DRIVE PLACING (TRIANGULAR) UNLESS OTHERWISE ITSED oN AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1, 000 TANS: SEE LEGEND FOR SPACING REQUIREMENENTS.. 2. WHERE PLANTEDADJACENT TO WALLS. WALKS. CUM OR SQ. FT. NOTES S►w BE�PLA X)NSS•TED A�"� AND GROUND THE T COVER PLANTING DETAIL I PROVIDE SCORE JOINTS AT 10'-0 OC AND 3/8" EXPANSION FROM SUCH LIMITS. SEE LEGEND FOR SPACING R£DUIREMEEws. 4 CY. NITROGEN STABILIZED SAWDUST � • APPROVED BY' DATE. JOINTS AT 20'-0 0 C "P` e 2 8" WIDE CONCRETE HEADER BETWEEN CITv-MAINTAINED TURF AND .3. SPA+C04 REDULREMENTS SHALL GOVERN THE FINAL oUANTITR:S , 12O 1H$ GYPSUM "r ' .� Wyk CITY ENGINEER RC.E Nq. GROUND COVER AREAS ANO BETWEEN CITY-MAINTAINED TURF AND OF PLANT MATERIALS. PLANT QUANTITIES WOOCATED ON THE PRIVATELY-MAINTAINED AREAS LE"NO ARE ESTNALATES ONLY. 125 1BS GRO-POWER PLUS g DESIGN REcowfit"DED 3 CONCRETE TO BE 520-C-2500 MIN �'n `� 'v ,• �/� NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION FORSUM/SUMMERS &MURPHY, INC. CONCRETE HEADER WITH THE INSTALLATION OF THE SPRINKLER SYSTI' M HAVE BEEN �/ _I04 DRAWN . Mt •'+ntANDSCAPEARCHTECTS SHRUB & GROUND COVER e � �) IANpSCAPEARCNITECTS COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING F/r v SPACING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND �~ L�*�4-' ~T CHECKED7 1.10B . 0 02 o to THE WORK APPROVED- BY THE CITY. """"''� ��'7 11.GE. NO_.".L_ DATE FILE,No /5 S S1 ET 'OF 30 Z9 PLANTING SPECIFICATIONS PLANTING SPECIFICATIONS PART 1 -GENERAL 1.01 Scope of Work: 2.02 Installation: F. Substitutions - Substitutions for indicated plant material will be permitted provided the 6.07 Weed Eradication: substitute materials are approved in advance by the City,and are made at no additional cost Contractor shall provide all materials, labor and equipment incidental to and necessary for Detailed layout of plants within the planting areas shall be performed by Contractor and approved to the City. Except for authorized variations,all substitute plant materials shall conform to If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting completing all work, as indicated on the drawings,as reasonably implied, or as delineated in the by the Landscape Architect and City prior to planting. the requirements of these specifications. areas will require control .prior to removal, spray these areas per Pest Control Advisor's Specifications as follows. recommendations. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the G. Plants Not Approved -Plants not approved are to be removed from site immediately and 1.02 Standards: following mixture: replaced with suitable plants. The City reserves the right to reject entire lots of plants A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious represented by defected samples. materials from planting areas. All work and materials shall comply with governing codes,safety orders,standards,and regulations, Native,On-Site Soil with rock no greater than 3"in diameter and meet the minimum requirements of the Standard Specifications For Public Works Construction Gro Power Plus, 5-3-1 15 lbs/cy H. Stake all trees,as per details immediately after planting to prevent wind damage. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1"-2"below (Green Book) latest edition._ Iron Sulfate 2 lbs/cy the surface of the soil. Physically remove all weeds from the site. I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first 1.03 Quality Assurance: (To be used for bidding purposes only,verify with Agronomic Soils Test.) established and allow at least 7 calendar days prior to installation of said lawns or ground PART 7-LANDSCAPE MAINTENANCE cover to provide for thorough watering of trees. All planting holes shall be excavated as A. All Contractors performing Site Development work,must be licensed in accordance with the After backfilling,construct a3"earthen berth to form watering basin around each plant,to allow defined on appropriate details. 7.01 Scope of Work: laws of the State of California. thorough water-in and establishment. 4.03 Soil Amendments: Provide all materials, labor and equipment necessary for, or incidental to, performing all B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors Prior to installation of turf and ground cover,remove water basins from around trees and shrubs. maintenance requirements as reasonably implied or as delineated in the specifications including,but and Material Suppliers expected to be employed during the course of construction. Berms in turf areas to be removed prior to City acceptance. Soil amendments shall be as recommended in the Agronomic soils report not limited to the following: C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, PART 3-SOIL PREPARATION AND FINISH GRADING 4.04 Trees Stakes: Maintain all plants and planted areas. during entire course of the Construction Contract. The amount of insurance shall beKedp planted areas free of weeds and debris. determined by City. 3.01 Scope of Work: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further Prune trees and shrubs. information. Fertilized all plants and planted areas. D. Prior to start of site development work,the Contractor shall notify the Landscape Architect A. Provide all materials and equipment,and perform all work necessary for and incidental to Irrigation. and Ci to give starting and completion dates. Contractor shall also supply the Landscape PART 5-GROUND COVER AND BEDDING PLANTS City g g P PP Y Pe the soil preparation and finish grading of all planting and lawn areas as shown on plans,as Insecticide spraying. Architect and City with the name and telephone number of the person in charge of the work. reasonably implied,or as delineated in the specifications. 5.01 Scope of Work: 7.02 Fertilizers: 1.04 Responsibilities and Coordination: B. Furnishing,placement and grading,of topsoil for backfilling of planters if required. Provide all materials andr ent and equ'pm perform all work necessary for and incidental to installing all ground cover and bedding plants,as shown on plans,as reasonably implied,or delineated in the A. Commercial fertilizers with an analysis of 5-3-143ro-Power Plus, and 12-8-8 Gro-Power A. Permits: The Contractor shall obtain and pay for all permits and inspections required by C. Cleaning and finish grading of planters areas and planting areas. specifications. Controlled Release Nitrogen,as designated herein,or approved substitute-as required by the governing authorities for the work to be performed. Agronomic soils report. Available from Gro Power(909)393-3744. Plants:Bedding B. Existing Conditions: The Contractor shall verify all 'conditions and dimensions shown on 3.02 Topsoil: 5. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24%sulfur the plans at the site prior to commencement of any work under this contract. The Contractor A. Existing on-site soils listed as'acceptableunder'Site Grading'specification. and shall be registered as an agricultural miner,with the State Department of Agriculture in shall verify the location and depth of all underground utilities prior to start of work. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery,and of the species and variety shown on plans. compliance with Article 2-"Fertilizer Materials," Section 1030 of the Agricultural Code. B. Topsoil imported to site for use as fill,backfill in planters and mounding, shall be sandy C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all textured. Silt plus clay content of this soil shall be no greater than 15%by weight. The 7.03 General: temporary utilities such as water, electrical power and as as required b him for the 5.03 Ground Cover: Po g req Y boron content of this sort shall be no greater than 1 part per million as measured on the construction of the project. Tem services shall be coordinated with the Ci and other Prot 1��7' City saturation extract. The sodium absorption ratio(SAR)shall not exceed 3.0 mrllrmohos per Ground Cover: Provide round cover of the res shown on tans. Ground cover shall be Maintenance shall start immediately after landscape irrigation and planting. contractors on the job site. centimeter at 25 C. In order to ensure conformance,samples of the imported soil shall be g P submitted to an agronomic soils testing laboratory, established and well rooted in flats or similar containers. gro g ry, approved by the project Landscape Maintain all plants and planted areas on a continuous basis as they are installed during the progress D. Survey,Reference Points,and Elevations: The Contractor is responsible for establishing all Architect for analysis prior to use. Result of testing to be delivered to City for approval. 5of the work,and continue to maintain them until final acceptance of total project. Replace any dead surveys, reference points and elevations required by him, and shown on plans for proper Soil test to include analysis and recommendations. .04 Mulch: or dying plants as directed by the Landscape Architect and City representative. " execution of site construction. Mulch: Shall be of compacted wood chip fiber. 3.03 Soil Amendments: A. Irrigation: Operate irrigation system on an established program to maintain all plants and E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. b him for the construction of the project. All temporary traffic barriers and detours shall 5.05 Coordination: Y P 1 P rY All soil amendments shall be as specified in the Agronomic Suitability/Fertilityseils report furnished Damage to irrigation system resulting from maintenance and equipment and/or maintenance conform to all conditions required by the City or governing authorities. by the Contractor A. Do not have plants delivered to the job site until site conditions are ready for planting. If personnel,shall be restored to its original condition at no cost to the City. Failure of any part planting is delayed,keep plant roots moist and place in a sheltered location protected from of the irrigation system shall be brought to the attention of the City. No repairs other than 1.05 Defective and Unauthorized Work: 3.04 Soil Preparation: the sun,wind and other damaging elements. emergency repairs shall be accomplished without written permission from the City. All work which is determined by inspection to be defective in its construction or deficient in any of All work on irrigation system shall be complete and inspected for recommended approval and,fine B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at the requirements of the plans and specifications,shall be remedied or removed,and replaced by the grading completed,prior to rototilling and prior to soil amendment work. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to intervals not to exceed 10 calendar days. Contractor at his own expense in a manner acceptable to the Landscape Architect and City. bedding plants and ground cover planting. After rough grades have been established, prepare all lawn and planting areas by tilling or cross 5.06 Installation: The Contractor may elect to remove such concentrations of weeds manually or by an 1.06 Inspections: ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the approved herbicide program. site,except for areas that are to be sodded, in which all rock and debris more thaq 1" in diameter plant ground cover and bedding plants in moist soil and space as indicated on plans. The Contractor shall arrange for inspections by notifying the Landscape Architect, City and shall be removed. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and governing authorities,24 hours prior to time of inspection,unless otherwise noted. Inspections shall Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. as may become necessary thereafter by an approved method of pest control,to keep all plants rea be as listed below,but not necessarily in this order. Only the inspection pertaining to the project Apply , spread,and rototil in all soil amendments as recommended to a depth of 6". Water aand planted areas free of insects and disease. Method shall be reviewed by the City prior to scopeof work will apply: thoroughly after rototilling is complete. Incorporate even) into the to 4" to 6"the following for Soil moisture shall be such that soil does not crumble when removing plants from container. PP Y� g Y g � P � Y � P g any applications. Pest Control shall include�h-er control. each 1,000 square feet of planting area: Regrade planter areas after planting, to restore smooth finish grade aninsure proper sur d to iface Rough Grading. D. Pruning: Prune all tants as designated and directed Lan Architect, at start of Drain Lines and Catch Basins. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is g P �' dscape Y g e9 established. Watering shall begin immediately after mulching. (Grading shall accommodate the maintenance program and continue to prune plants as directed or as may become necessary Irrigations(main line pressure,coverage&system operations test). 200 lbs.of Gro-Power or approved equal. mulch) until the,end of the maintenance program. Soil Preparation and Finish Grading. Plant Material(delivery&placement). The above soil conditioning are minimal qualities only and should be used only for bidding purpose, 5.07 Protection: Remove trash weekly. Edge ground cover to keep"in bounds and trim top growth as Substantial Completion Inspection(at completion of landscape improvements)-7 Days. because soil conditions may change drastically from the time these specifications were developed necessary to achieve and overall even appearance. Exterminate gophers and moles;repair Final Inspection(after maintenance period)r 7 dayi. to the time the actual soil conditioning take place. Therefore,the Contractor shall obtain his own Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. damage. soils analysis at a rate of one per every 25,000 square feet of planted area. These soil.tests shall be The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City conducted by an approved Agronomic soils testing laboratory approved by the project Landscape PART 6-WEED ABATEMENT PART 8-ACCEPTANCE OF PROJECT a minimum of seven(7)days prior to the beginning work. Architect and City. Copies of the soil test to be provided during the Pre-construction job conference. 1.07 Guaranties: 3.05 Finish Grading: 6.01 Scope of Work: 8.01 General: Provide all material equipment,and labor necessary to perform all work as indicated on plans,as Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped areas A. Plant Materials: All trees,shrubs,ground cover,bedding plants and lawn shall be guaranteed After rototillingoperations are complete, de areas to establish finish des for planting. All flow P is P� P '� � P g reasonably implied,and as delineated in the specifications. required prior to final acceptance of the work by the City. The Commencement date for the maintenance from date of final acceptance of landscape construction for periods as follows: lines shall be maintained and proper tolerances shall be met after settlement at the end of the project Y P period shall commence upon written approval for all phases of planting installation by the City Public Works Trees 24"box&larger 1 year maintenance period. 6.02 Quality Assurance: Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. Trees 15 gal. &smaller I year Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. A. Two inspections shall be made that affect the establishment period: The f1LSt after all Shrubs All sizes 120 days A. The Applicator of all weed control material's shall be licensed by the State of California as plantings have been completely installed in order to approve the beginning of the Ground Cover 120 days 3.06 Coordination: a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses establishment period,and the sewn at the end of the establishment period. If plantings are Bedding Plant 120 days that are required. ` not acceptable at the end of the 180 day period,due to defective maintenance,then continue Lawn(sod) 120 days Weed abatement work shall be coordinated with the installation of the irrigation system rototilling establishment until all work meets with the Specifications and can be approved. Lawn(seed) 120 days from first mowing and soil amendment work,and planting. (See Weed Abatement section). B. All materials and methods must conform to Federal,State,and Local Regulations. Guarantees begin after the project acceptance Ci and at the end of the 180-da B. At termination of establishment period all plant material shall be live,healthy,undamaged, g Prol by City Y PART 4-TREES AND SHRUBS 6.03 Submittal: and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory maintenance period. Landscape Contractor shall replace and plant all materials which have condition before final acceptance of work:will be made. All areas shall be neatly raked and s died within the time span stated above,at no cost and within 5 days from receiving written 4.01 Scope of Work: Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the free of weeds. notice from the Landscape Architect or City. If dead material is not replaced and planted Landscape Architect/City a list of the weed control materials and quantities per acre intended for use within the 5 day period,City may replace dead material with new material and charge the Provide all material,equipment,and labor necessary to install all trees and shrubs as shown on plans, in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Landscape Contractor for all expenses incurred. as reasonably implied and as delineated in the specifications. Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials and methods with the DESCRIPTION OF REVISION DATE CITY B. Construction Materials: The contractor shall guarantee all workmanship and materials for 4.02 Products intended planting and seed varieties present. A//R4YEr� all site development, for a period of one year from date of final acceptance of project. A. Nomenclature-Plant names indicated on the drawings conform the"Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered 6.04 Responsibility and Coordination: CITY OF RANCHO CUCAMONGA 1.08 Material and Labor Releases: therein,the established custom of the nursery is followed. A. Landscape Contractor is responsible for the erection of all signs and barriers required to Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, prevent intrusion into the treated areas and to notify the public. T R ACT 13835 materials releases for all work performed under Site Development. vigorous, free from plant disease,insect pests,or their eggs,and shall have healthy,normal root systems,well-filling their container,buy not to the point of being root bound. Plants B. No material or methods shall affect the landscape planting or hydroseed germination. No ROCHESTER AVENUE 1.09 Disposal and Clean-up: shall not be pruned at anytime,and in no case shall trees be topped. material or method shall render the job site unusable for more than 10 days from date of Remove all waste materials(including excavated material classified as unacceptable soil material), C. Trees and shrubs shall be growing at a recognized nursery in accordance with good application. & VINTAGE DRIVE_ trash and debris generated or encountered during the course of landscape construction,and legally horticulture practices and shall be of the size and caliper normally associated with the 6.05 Non-Selective Herbicides: PLANTING SPECIFICATIONS dispose of it. During the course of the work, remove surplus materials from the site and leave container size specified on plans. Removal of all tags,labels,nursery stakes and ties from premises in a neat and clean condition. Clean up and remove all remaining debris and surplus all plant material prohibited until the approval of the Landscape Architect or Cit Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended by the ,-, , P P pP P Y t�.�-,-�� APPROVED BY: materials upon completion of work,leaving the premises neat and clean. The site shall be cleaned Pest Control Advisor) E� f�n DATE-. CITY ENGINEER 24953 upon the request of the inspector. D. All plant material delivered to the site showing signs of damage or disease or is insufficient RC.E NO.____.,_r_ 6.06 Selective Herbicides: DESION in size to carry out the intent of the planting plan will not accepted and will be replaced at �; J RECOMMENDED PART 2-EXECUTION Contractor's expense. rvt, Will Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest r I FORSUM/SUMMFKS & MURPHY, INC. 2.01 Protection: Control Advisor) fin DRAWN •x.. ,.�.,. �,.»..o,.n E. Sizes of Plants-Shall be as stated on the Plan. Container stock(1-gallon,5-gallon,and 15- � I r�NuscnrE�Rcr+irrcrs SHEET Kee all plant material delivered to site in a health condition for planting. Plants shall not be • - P P Y P g gallon) shall have been grown in containers for at least one(1)year,but not over two(2) Pym L-12 allowed to dry out. Bare root stock shall be separated and heeled-in,in most earth or other suitable 4;,'* years. r : CHECKED OB #260702 material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, DRAWING NO wood chips or other suitable material until planting. F;, �'� 14 J e7 GATE FILE 1'10 �-5 Q O O SHEET NO, OF 30 30