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Home My WebLink About1499-L W D �I f z W J0 1 611 SEWER I > o STUB Q pq _ ___ OD I o _ — - o 0 I W W oft LJ ° e ° ° ° ° ° n ° ° ° ° ° ° " ° -- ° — ° J SC �� 407 . � ALE 1 = 20 i °D ° o LINE OF SIGHT 411 SEWER LATERAL (TYPICAL) TYPICAL W 16 (TYPICAL) I 07 1 W i 1 23 22 2 -/1 10 119 f I I 0 O SEBASTIAN WAY "r r J i I 0 411 SEWER LATERAL - D ° ° (TYPICAL) �_ — LINE OF SIGHT i2 ® _ a (TYPICAL) •': W D o - -- — TYPICAL5r - -- - — ° o •.o ° O Lau --- - — p O SCALE = i"= 40' 7 _ ' 0 3 W MASI DRIVE NDTES: ^/ \ 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND R PARALLEL- 3. ARALLEL3. STAKE TREE PERPENDICULAR TOPRl PLACE FERAIL ING WIND. $TOPM DRAIN A. PLACE FERTtuZER TABS PER CONSTRUCTION NOTES MANUFIN , RECOMMENDATIONS ' PLAIT CONT PRIORTO v ( PUNTING FORR OBSERVATION � I � - L ) PURPOSES. K _ 1MIN. SIDEWALK I1 UTIUT( 12 PLANT STREET TREES PER LEGEND, SHEET i. IN E OLc ( i S.L. TOP TIE TO BE PLACED AS ��`� 1 i 1 LOW AS POSSIBLE ON THE MNK TO ALLOW FOR WINO TOP OF SAKES BELOW S ��' M -0 FLEXING OF 4E TRE 0 �� I CURB AND GU,i_rT 10' ( S' NOT SO LOW AS TO LOSE HEAD OF TREE WHERE * MIN. MIN.' SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. �I THE HEAD TO DROP.—i MAIN TRUNK \ (2) SETS OF CINCH TIES SPACED 2,C APART. ATTACH WITH GALVANIZED 25' MIN. SCREWS TO a' LODGE POLES. SPECIAL NOTES iT" MAX. f DLA. LODGE POLE 94HE SAKES WITH MOOD PRESERVATIVE STAIN, - - Ano uRBED MINIF T MUM aos°mON • PROVIDE CLEAR ZONE THROUGH PARKWAY TREES PER INTERSECTION LINE OF STAKES OUTSIDE ROOT BALL R _ _ TREES, YOUNG AND MATURE, SHALL PROVIDE SIGHT DETAIL HEREON. BY DATE BY DATE ARBOR GUARD IN TURF AREAS AND SIDEWALK n A CLEAR ZONE FREE OF BRANDIES AIID GROWTH REVISION DESCRIPTION FRONT YARDS. _ FRa4 24" ABOVE THE CURB TO 6'6" ABOVE CURB: • STREET TREES HAVE BEEN PROCURED AND ARE AVAILABLE THROUGH THE ENGINEER CITY QFH DRIVE APPROACH s-LTA ] �P , �\ u SHRUBS AND GROUND COVERS SHALL BE SUCH THAT 0 9 a THE 1R 1llTiMATE GROWTH HEIGHT M[Ll NOT EXCEED 24', LANDSCAPE ARCHITECT. APPROVED APPROVED TOMY COMPACTED 3' BERM TO FORK S- OR LESS WATERING BASIN FOR RESIDENTIAL AND RB AND Gu-ERS- CONTACT- PETER D. BRANDOW A.I.A. A.S.L.A. (T14) 261-6066. 4EOLIRES ROOT 3104IER GROUND COVER INSTALLATIONS. LOCATE T ' � T • STREET TREES SHALL 8E SUBJECT TO THE INSPECTION AND APPROVAL CITY 0 RANCHO C U C A M 0 N G A AREAS OF PLANT PIT. BERMS IN TURF r DEPTH NATAL AREAS TO BE REMOVED PRIOR TO CITY MIN- MIN. * tJ. MIN L K,"/"W sACKpL, ATA" ' ' I UNDERGROUND ,., " ,,, BY THE CITY BEFORE PLANTING. —_ STRUCTURE eg. ►o 'o CATCH BASIN STREET TREES a i TRANSFORMER VAULT. No. ♦ WASHED GRAVEL MASI DRIVE AND SEBASTIAN WAY i• ROOT BALL DEEP ROOT CONTROL BARRIER OR APPROVED EQUAL NOTES: _ 4- 6" CLEAR ZONE SIC 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEECR r O R NATIVE BACKFILL WITH NO 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT _ PARCEL MAP N0. 13845 � — ROCKS GREATER THAN r OUL CRIT_RIA AS APPROVED $Y TRAFFIC ENGINEER. _ r �>> _ �� _ �T r_ _ —��I,CG ,LE✓I�.i �i_�� _ V�'., r 24" Cl�r NATIVE SdL UNDISTURBED 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL 4-•^ :-.•�FWf.„Ya'r.•r'i,.i/,ioi `+!Media �•�i / h f TWICE ROOT SALL WIDTH UNDERtiROUND F CI ITIE3. Parkway Median % �� i7 APPROVED BY DATE CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ADEQUATE DESIGN C� , 7 ?I CITY ENG R.C.E. 24953 .APPROVED By, _ U-j h- NO 33753 Zi -- APPROVED j DOUBLE STAKED TREE =TANDARD PLAN T STANDARD PLAT/ NOT TO SCALE -- TREE PLACEMENT AREA OF CONCERN CRY OF RANCHO Exp fii31i:Kir, x' DESIGN T ODD R . BREMNER, R R . C . E . C . E . RECOMMENDED 15 GAL - 24” BOX I -502 4:'/ - 510 FIGURE 10373 Trademark Street-Ste .A C Tr ENG]NEER DATE, USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION .I LRG 4 cR DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION INTERSECTION \ \ � T . R. B. SHEET , a , Clear Zone for Medians and Parkways LINE OF SIGHT DESIGN IV ter. C \L P.0.Box 1614 SHEET t � : REE 2A953 i V ,RCE 2a953 � �� • c i/ DRAWN Rancho Cucamonga. CA.91730 SHEET *ROOT CONTROL BARRIER NOT REQUIRED 01 t '=.t R R. P P. 8 B. (909) 945-2119 9 �D OF _ TVA R.C.E. 33753 CHECKED Todd R. Bremn r Exp. 6-30-98 DRWG. NO. CITY DATE_R.1i1—Z9[y4 _FILE NO. �/ L_ PROJECT SHEET NO. Z OF SO PROP. 6" WATER LINE PROP. 8" V.C.P. SEWER SEE SHT. T SIDEWALK AND STREET TREE EASEMENT Z �1, -13 J a "' TYPICAL I SCALE : i° = 40� LINE OF SIGHT � SIDEWALK AND STREET (TYPICAL) Q — — _ — _ — S'MIN. TREE EASEMENT I > o W o - - o - - o — _ o — o - - o — o - - o — -- o cnM /�� l • J_-rcT- TYPICAL --- ---------- ---- - ---------------------------------------------------------- 0Q--------------------------------- _ o_ - _ ------------------------------------------------------ ` ROCHESTER J • ,i H AVE * i = 0 o 0 o e r CONSTRUCTION NOTES i2 PLANT STREET TREES PER LEGEND SHOWN ON SHEET i . SPECIAL NOTES • PROVIDE CLEAR ZONE THROUGH PARKWAY TREES PER INTERSECTION LINE OF SIGHT DETAIL, SEE SHEET 7. 1 9Y DATE 8Y DATE • STREET TREES HAVE BEEN PROCURED AND ARE AVAILABLE THROUGH THE REVISION DESCRIPTION ENGINEER CITY LANDSCAPE ARCHITECT. APPROVED APPROVED CONTACT : PETER D. BRANDOW, A.I.A., A.S.L.A. (714) 261-6066. CITY OF RANCHO CUCAMONGA • STREET TREES SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL BY THE CITY BEFORE PLANTING. STREET TREES ROCHESTER AVE. FOR PARCEL MAP N0. 13845 Co APPROVED BY DATE • C m CITY ENGINEE �/ R.C.E. 24953 � H- NO. 33753 � rn Exp. 6130/98 DESIGN TODD R. REMNER. R . C . E . RECOMMENDED * * T. R. B. 10373 Trademark Street-Ste.A P.O.Box 1614 r c�V1� P DRAWN Rancho Cucamonga. CA.91730 SHEET OF CAl.tFO R. P. B. (909) 945-2119 8 OF �— , R.C.E. 33753 CHECKED Todd R. Bre ber Exp. 6-30-98 DRWG. NO. / CITY DATE 9/�/ `4-FIEE NO. /41/ 9_^ PROJECT SHEET NO. OF DEVELOPER / OWNER MASI COMMERCE CENTER PARTNERS LAN D- SCAPE ARCHITECTURAL PLANS c/o MAST PLAZA THE SCANDIFFIO COMPANY P.M. 13845 1510 RIVERSIDE DRIVE BURBANK, CA. 92407 FOOTHILL LVD . M DIANS., (818) 846-2070 FROM ROCHESTER AVENUE TO MASI PLAZA WESTERLY PROPERTY LINE LANDSCAPE MAINTENANCE DISTRICT NO. 3B & 4 VICINITY MAP GENERAL NOTES SHEET INDEX FOOTHILL BOULEVARD DEVELOPMENT 1. These notes shell be used in conjunction with the plans and any discrepancies shell be brought to the aft ration of the Landscape Architect and dy Engineer. 1 COVER SHEET Lj 2. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. 3. All work shall be performed according to current City Standards and the Standard Specifications for Public Works Construction. 2 CONSTRUCTION PLAN 4. This work shall be installed by a licensed contractor who shall carry workman's compensation, public liability, and property damage insurance as CHAAFFEY required by law. 3 CONSTRUCTION PLAN ` REGIONAL ItANCM0 CMAINONGA CITY LIMIT i PARK CWkT. I r' -- — •— • 5. Check for existing utility locations prior to excavation work. Notify Dig Alert at 1-800-422-4133. A permit to excavate may be required. Exercise caution 4 IRRIGATION PLAN •1 CO1r� in excavatio and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused b his operations or neglect aa«.ar.r -� � ♦� 9 9 9 P g Y P 9 �\ 6. At the conclusion of rough grading,an agronomic softs report shall be furnished to the City inspector, and all such recommendations form this report 5 I R R R I G A T I O N DETAILS AND LEGEND .»-___.....__.- .w ----------_ - shall supersede soils amendment recommendations shown on the plans. » _. -- --- -- -- --- FROPOSEO - Mm ST FREEWAY ,FOOTHILL 6 IRRIGATION DETAILS \• 7. Wall footings and reinforcing shall not be located within the right-of-way, unless detailed construction and structural calculations have been approved by the City Engineer. At the top of slopes a two foot wide flat shelf shall run along the base of walls, salt tow"Ime Y +o8. Upon completion of installation, an establishment period shall commence, and upon written verification from the inspector that establishment is 7 IRRIGATION SPECIFICATIONS \ W 't�. accomplished,an adequate maintenance period(typically 180 days)shall commence. Said maintenance shall conclude only after verification of leaf-out, FONTANA .,�c fall color,flower color,overall plant health, and with Council acceptance of the improvements. Maintenance shall include mowing, weeding,irrigation, � �� .� 1 e' li •• pruning,raising tree root bells which settle below grade,fertilizing and applying such sprays as are necessary for proper care and up-keep. Maintenance 8 PLANTING PLAN ° Poona► am Ir also includes all re as, replacement, cleaning and adjusting necessary to keep the irrigation system in good working order with proper coverage, UPLAND W required prior to final acceptance of the work by the City. Commencement date for the maintenance period shall be approved in writing by the City �•ROM Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. • 9 PLANTING & CONSTRUCTION DETAILS vcpots"m" " • PP m �' P p° PP 10 PLANTING & CONCRETE SPECIFICATIONS 9. Application of a chemicals shall be State licensed personnel. All pesticide application require P.C.A. recommendation. at ( 5 5 10. Calsense equipment shall be installed under the direction of a Calsenae representative, phone number(714)458-0129 and approved by City Inspector. • iy Z a I 11. One controller chart shall be provided for each controller. Controller chart shall be the maximum size the controller door will allow and shall show the I d drawing f the actual as-buih stem. However, in the event the controller «��*A"A area covered by the automatic controller. The chart Is to be a reduce d a g o e system. , p •♦ l 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 different color shall be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector, p�rAgp _ the chart shall be hermetically sealed between two pieces of plastic,each piece being a minimum of 20 mile.thick. The chart shall be mounted using Velcro or approved equal type of tape. These charts must be completed and in place prior to final acceptance of work by the City. ONTARIO INTERNATIONAL AIRPORT 12. 8'wide x 8' deep concrete mowstrip* shall be provided between all shrub/ground cover areas PROJECTarid twf areas 6'wide x 6'deep mow ships shall alio be provided beneath metal fencing and where City maintained areas we adjacent to privately mad areas. LOCATION 13. Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be made in the field and adjusted as necessary to meet field conditions as approved by the Public Works Inspector and project Planner adjusted as necessary to meet field conditions as approved by the Public Works 4 Inspector and project Planner prior to final construction. MAINTENANCE RESPONSIBILITY MAP CONSULTANTS MADOLE 9 ASSOCIATES �I44�d9c�A�� 1k�HMTt�T 10601 CHURCH STREET SUITE 5-107 PROJECT AREA RANCHO CUCAMONaA, CA. 91730 CALTRANS �• LANDSCAPE IRRIGATION CONSULTING GARY HEELY (909) 945-1311 3-. ,. . FOOTHILL BOULEVARD 1. work way she" be completed in accordance with the State of California, Department of Transportation, Standard Fmnk Simon, Pres�dentSpecifications, dated July, t992' Q a BRAN��W� A�SOCIAM ROBERTA. ASSOCIATES 2. "Should a conflict arise between the contract plans,specifications and/or details prepared by the Permittee, the State's Standard Specifications shall RAY I. DESSELLE,ASLA 10373 Trademark Street, Suite A Quern.' SANTA N TIAS ANA A BIRCH H E G HS STREET• •C ASUITE 102 7 2101 East Coast Highway Suite 215-Mailing Address PO Box 368 1 9 Corona del Mor CA 92625• Phone 714 759.7533•FAx 714 759.7615 I 1 4 945-21 19 Todd Bremner 714 261 6066 FAX 714 261 6064 R J(TIT I I I I] TmXERISCAPE ASSESSMENT ON SHEET N8 area r 1/ I I WI - _ _ --- 11111 Intl, °M8 - - = - = _ _ _ - - _ - _ _ ', r I LANDSCAPE QUANTITIES GUCA - -- --- - - - 0 c 9 - -� 13 11 111!1Tltatllf'!1111liI_f�''I'i'II!ll' DRAW - �t + \ • I I _ p� 10 _ T�� 1 TOTAL ACRES MEDIAN ISLAND....«.«...»....«... .037 ACRES l 1TI1TTTl 15 - UTTr 1T 11 -� _ '"p°r P TTTTTrrTrrTTI l T>4 r n��tn \ ~ DATE APCPIRT' ED7 DESCRIPTION OF REVISION OV �1u TI uiwfuwuuli=lllltlull JTOTAL SQUARE FEET MEDIAN ISLAND....... 1,600 SQUARE FEET - - }t w CITY OF RANCHO CUCAMONGA 1n11rrUnnrrrl! ulnmrulnllTrr rrrl ninon TOTAL TREES IN MEDIAN: �► ---.-- O ones .�. MASI PLAZA _ LAGERSTROEMIA INDICA U arsarars 11arcwae ears = - - 19 rv.M 17 Z = ossa r CSHELL PINK) CRAPE MYRTLE.............«.. 7 TREES 10 J FOOTHILL BOULEVARD MEDIANS COVER SHEET TOTAL SHRUBS IN MEDIAN .....««....«.....«.«..... 0 SHRUBS TOTAL SQUARE FEET ��,NDSCA .��, f : GROUNDCOVER IN MEDIAN...........»«.............. 1,600 SQUARE FEET �° N DES '!S .p y� \P APPROVED BYDATCITY ENGINEER R.C.E. N0. 24953 DESIGN PETER D. BRAN OW Is AIA • ASLA RECOMMENDED UC. 2916 R•LD• & ASSOCIATES TOTAL SQUARE FEET LANDSCAPE ARCHITECTS HARDSCAPE IN MEDIAN .............«.................» 3,000 SQUARE FEET DRAWN 20301 S.W. BIRCH STREET . SUITE 102 SHEET / \Q R'LD' SANTA ANA HEIGHT . CA 92707 1 0F 10 qlf OF CALCHECKED 14-261 -6066 • F4 714-261-6064 DRAWING NO — RCE NO JP� DATE FILE NO PROJECT SHEET NO. OF I MEDIAN/PLANTER SECTION VERIFY 5'-0' MIN. PER DETAIL G&H, SHEET 0 G VERIFY 5'-0' MIN. .9 MEDIAN PAVING DETAIL PLANTING EDGE GSH PLANTING EDGE PER DETAIL GSH, SHT IN THE FIELD .IN THE FIELD 9 FOOTHILL BOULEVARD 120'-0" 451'-Ow M H w _ _ w 8640087#00 88#00 89+00 90~00 91#00 STA. 91#68.62 - - - - - - - - -P.A. w Z J S U i— O O ' P.A. P.A P.A. A P.A. .q p.A. A P.A. A P A A P.A. P.A. P.A. P.A. .A P.A. A P.A. A l� -- CALTRANS STATE RIGHT F WAY _- L ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4❑ ❑ ❑ ❑ > E _ O • r___J"t_ssr=rsrarrrass.►.:.�___-__-, 0 ' G ❑ ` � ❑ ` 4 _ ---------------, u� RESTAURANT / DENNY'S 5 ElRETAIL RESTAURANT . (� SPAGHETTI ' SITE INFORMATION SHOWNU ui O ' FACTORY ..� � � i FOR REFERENCE ONLY o RESTAURANT / T ' EXISTING ' WINERY O 1:1 ❑ ❑ ❑ a DESCRIPTIOtY OF REVtSION DATE c'Ty CONSTRUCTION LEGEND 1APPROVED .A. PLANTER AREAS CITY OF RANCHO CUCAMONGA MIN. MINIMUM MASI PLAZA FOOTHILL BOULEVARD MEDIANS CONSTRUCTION PLAN �pNDSCgp APPROVED BY: ( DATE > (' F4 CITY ENGINEE R.C.E. N0. 24.953 y l y DESIGN PETER D. BRANDOW AIA ASLA RECOMMENDED R.I.D. & ASSOCIATES LIC. #2916 LANDSCAPE ARCHITECTS DRAWN SHEET 0 20 40 60 R.I.D. 20301 S.W. BIRCH STREET . SUITE 102 10 SANTA ANA HEIGHTS • CA 92707 2 OF 714.261 .6066 FAX 714.261 .6064 SCALE 1' 20'-0 '9lfOf CAL1EOQl� CHECKED _ RCE NO DRAWING NO JAID DATE FIDE NO PROJECT SHEET NO Y,),OF5Q dd—� MEDIAN PAVING DETAIL GB MEDIAN PAVING DETAIL PER DETAIL GBH, SHEET 9 9 BOULEVARDPER DETAIL GBH, SHEET 9 9 FOOTHILL � 2 3 5'-t'0' 8'-�' .0 57'-0' O N 3 LL ujW 0 ILI .� 8 00 83400 84.00 85.00 w ♦ - - - - - - - - _ + v� ir9400 80400 814.00 _ 1W CITY OF RANCHO CUCAMONGA STANDARD V-0' WIDE _ MEANDERING SIDEWALK PER V I- CIVIL ENGINEERS PLAN < ,,��,, AND CITY STANDARD DETAIL O 00IoI O 4 0 O ILJC .8LTRANS STATE RIGHT OF WAY • o I O W SITE INFORMATION SHOWN 1 E � FOR REFERENCE ONLY O O JFFY' LUBE I II '2. Q 3 E MINI-MART -- JACK (f� � IN THE Q o BOX El o-dJ DESCRIPTION OF REVISION IDAfE CITY CONSTRUCTION LEGEND APPROVIED P.A. PLANTER AREAS CITY OF RANCHO CUCAMONGA • MIN. MINIMUM MAST PLAZA FOOTHILL BOULEVARD MEDIANS- . _ CONSTRUCTION PLAN 0V� DSC4 APPROVED BY. - DATE —��` 6 �IV N DESS 9,p CITY ENGINEER, y=`'Z�� R.C.E. 24953 oEsicN PETER D. BRAN�OW • AIA ASLA RECOMMENDED R.I.D. & ASSOCIATES ' U #2 6 —+ LANDSCAPE ARCHITECTS 0 20 40 } 60 �N DRAWN R.I.D. 20301 S.W. BIRCH STREET . SUITE 102 SHE T 10 SANTA ANA HEIGHTS • CA 92707 14-261 -6066 • FAX 714-261 -6064 OF SCALE 1' 20'-0' gIFCF CA`1Fp�� CHECKED _ _ RCE NO DRAWING NO / .1 A� DATE FILE No PROJECT SHEET NO.q.3OF50 { WMER METER / DRIP EMITTER SCHEDULE: I GAL. GROUND COVER CONTROL VALVE A-1 N. 6. L. r LEGEND I EMITTER OUTLET PER SHRUB/ PLANT QUANTITY OUTLETS/OLANT OUTLETS REO'D ELEVATION C MAM�A� ��1 �� GPM PSI RAD DETAIL 1 GAL. GROUND COVER SHRUB 1 GAL. 6 0 1 6 0 $YA E SHRUBS PER EMITTER. TOTAL OUTLETS AVAIL 120 T 205. 3 II .433 • fv. 89 ►.s.t. FUTURE OUTLETS 60 REIOTE •q CI=E ~ a EH-12-1764 TWELVE OUTLET EMITTER 0.018 20 - - - 'A'-'C' CAP 6 REMAINING PORTS FOR TOTAL EST.EMITTERS 10 CONTROL YAIW _._L_.� - ® FUTURE USE, 1 PORT PER SHRUB. RAIN BIRD PEB SERIES ELECTRIC REMOTE CONTROL VALVE. SEE DETAIL -p' ' 24" BOX TREE CONTROL VALVE A-2 MAtIMIM'DEMAIM' � I.P.M. (I") 24" BOX TREE 10 EMITTER OUTLETS PER TREE/ x,105 T 8 GLAYVAL 13G-01-ACSM 1"NORMALLY OPEN MASTER VALVE. 'E' ` 1 TREE PER EMITTER. PLANT QUANTITY OUTLETS/PLANT OUTLETS RECI'D 9MATION 24V 24" BOX TREE 7 10 70 j P.S.I. 'J1•ATIG N- N600 T•113 LINE SIZE GATE VALVE_ Install In State R.O.W. .F. TOTAL OUTLETS AVAIL 8 4 PRESSURE 0 R.C.W. CAP 2 REMAINING PORTS FOR FUTURE OUTLETS 14 FUTURE USE. TOTAL EST.EMITTERSA7 UK TEM ® FEBOO 825Y-BV 3/4'REDUCE PRESSURE TYPE BACKFLOW PREVENTER. � I_ IMTER METER ? Q_ R.►. MCXFLOM OEiIICE �,_ 0 RAIN BIRD 33-DNP 3/4'QUICK COUPLING VALVE,WITH LOCKING VINYLE 'H' COVER REQUIRED EVERY 150'. --1" CArL UALYE "-2`r— O FLUSHASSEM13LY WMP-75 3/4"(TxS) SALCO PVC BALL VALVE,WITH ALGAE I CALTRANS REOUIREMENTS: 1'_ VASTER VALvf/Fw r�1f�E� RESISTANT PVC FLEX HOSE. SEE DETAIL ALL PRESSURE AND NON-PRESSURE LATERAL AND MAIN UNE PIPING, SHALL X314 SSS• mr'• y— ® DATA INDUSTRIAL 220P-Is FLOW SENSOR, INSTALL(52')UPSTREAM OF THE J BE PRESSURE TESTED IN CONFORMANCE WITH CALTRANS STANDARDS. �_ . MAIN LINE LOSS. _fir'__ ��VALVE J KWTE CONTROL YAtR 2'0 ® WILKINS 500 1'PRESSUREREGULATINGVALVE. ALL PULL BOXES TO BE INSTALLED PER CALTRANS STANDARDS FOR CONDUCT ----- .K. IN HARDSCAPE AREAS. SPACING OF PULL BOXES SHALL NOT EXCEED 200' O.C. LATERAL LINE r / _ �1 R CALSENSE ETI=12-PTFL2 AUTOMATIC IRRIGATION CONTROLLER,MOUNTED'WSIDE -L• ROUTE MAIN PRESSURE SUPPLY UNE AND WIRE SLEEVE PER CALTRANS FITTINGS LOSS (101) 3 A STRONG BOX 24SSJ120V SERIES ENCLOSURE WITH RAINMASTER 24PC PERMANT REMOTE CONTROL PIGTAIL IRRIGATION CROSSOVER. SEE DETAIL 'N', SHEET NO. 6 OF 13. �_ EI.EVATI(* COME' AND ANTI AtiI7e0.JA PbP-T. EXACT TOTAL SYSTEM LOSSES 29 LOCATION SHALL BE DETERMIND IN THE FIELD BY THE �- PRESSURE REQUIRED AT NFAO: CITY INSPECTOR. TOTAL PRESSURE REQUIRED': APPROVED SCH.40-PVC LATERAL LINE,SIZE AS NOTED ON PLAN. IMI STATIC PRESSURE AVAtIACtE: �- APPROVED SCH.40 PVC MAIN LINE, 1 1/2"AND SMALLER,SIZE AS NOTED ON .M. RES. PRESSURE AVAILAVILE (PRE-SET): 2_ r7.O PLAN. RESIDUAL MATER PRESSURE: APPROVED CORRUGATED STEEL PIPE SLEEVE, TWICE THE DIAMETER OF THE 'N' I CITY RESIDUAL WATER MAIN UNE,42"MIN.OF COVER.PER CALTRANS STANDARD PRESSURE REQUESTED: 16-10 PSI M14. SPECIFICATIONS, (SECTION 20-5.03B) A 70 -- APPROVED NON- COf•METALLIC CONDUIT, 2"DIAMETER, INSTALLED WITHIN IRRIGATION •N- - -U6ATF� 5-(-EEIL SLEEVI✓. /•« FOOTHILLBOULEVARD a DOMESTIC'IRRIGATION WATER METER' BY CUCAMCxJGA COUNTY WATER /oA• l 60 - - - DISTRICT. Ir TOTAL OMETS REQUIRED STA.91+8 8.8 u2" 1'a" 11s 1141, 67-000 88*00 89+00 CONTROLLER STATION NUMBER lilt" tr2" j F-GALLONS PER HOUR �,• 1 I •s r e r� r k oo..m.nt t '--GALLONS PER MINUTES • FG T," °t EP CONTROL VALVE SIZE CONTRACTOR SHALL INSTALL GATE VALVE FIRRIGATONPIPE SLEEVE INSTALLED UNDER FOOTHILL BOULEVARD(ABS) PVC SLEEVE. •-ROM wc" -5.038 OF CALTRANS STARDARD SPECIFICATIONS,JULY 1992, REQUIRES "'�"°°° '°'"='°`="'`° '°°°°°°'`°"''`° "" "WITHIN THE STATE RIGHT OF WAY. SLIP BASE SOCKET OVER black WELDED STEEL PIPE CONDUIT IF JACKED OR DRILLED,OR A CORRUGATED o1i CF PC� cannotEND OF WIRES CONDUIT WITH A MINIMUM OF 42"OF COVER. IF PLACED IN AN OPEN TRENCH, �« +•� \t.dtKIM controls WRVtoct.E w� FOR THE WATERLINE CROSSOVER,CONDUIT TO BE INSTALLED WITH A MINIMUM OF `"tra`r°"°ter " O42"OF COVER. SECTION - FROM STRIP WIRES APPROX. SIT' ' FROM ENDS SEE SNAP-TITE DETAIL CITY WELDED STEEL PIPE CONDUIT STEP 1 STANDARD DRAWING 520 (JACKED OR DRILLED) WIRE SERVICE LOOP (LOOP CCA60 M/•1/Al bdrI✓ nrp- ENOUGH WIRE TO EXTEND WIRE BUNDLE 6" ABOVE GRADE) w HOT Tom'AIM X1,10 M,4.1d 61 c /M SPLICE SOX COVER WITH — PUT C P SLEEVE OVER LOCKING TOP ETCHED 'S.B" WIRE S — CRIMP SLEEVE CAL TRANS STATE R.O.W. STEP 2 AT GRADE IN LAWN AREAS 5(-/�� fiQoM CCk/v M.4/�c/ &.A/E 7V L11R /AGR CC!✓O 67'.06. 3 IN PLANTER BEDS F R i—+i APPLY SEALER TO INSIDE E L— OF SEALING PLUG „ I' i ------------------ _ _ ________ 12" X 16r GREEN PLASTIC METER O • a FILL BASE SOCKET WITH SEALER 80X. CARSON OR EOUAL to -----------� ------------------ STEP 3 1 1 ' 1 1 1 , ' ( ( PUSH SEALING PLUG INTO ' BASE SOCKET UNTIL IT LOCKS LiT STEP 4 Z24VOLT WIRES. TAPED AND BUNDELED AT 15 FT. INTERVALS P.O.C.=POINT OF CONNECTION. CONTRACTOR SHALL RUN A 1" WATER METER'A' 1 " SUPPLY LINE FROM THE 1"POTABLE IRRIGATION WATER METER, — PUSH WIRES SS END OF BASE 2 CU. FT. PEA GRAVEL O SOCKET TO ASSURE COMPLETE (TO BE INSTALLED BY CUCAMONGA COUNTY WATER DIST.) TO ELEVATION AT METER 1205.7' SEALING OF CONNECTION THE 3/4"BACKFLOW PREVENTION DEVICE,THEN TO THE 3/4' PRESSURE REGULATING VALVE,THEN TO THE FLOW SENSOR,AND ZONEMGL 2/1411' RAINSIRD SNAP-TITE WIRE THEN TO THE 1"MASTER CONTROL VALVE. CONTRACTOR SHALL CONNECTOR INSTALL EACH COMPONENT IN A SEPARATE VALVE BOX,AND STATIC PRESSURE 88.89 PSI OUTSIDE OF THE RIGHT OF WAY AREA FINAL LOCATION OF THE AT METER BACKFLOW DEVICE SHALL APPROVED BY THE CITY INSPECTOR, WIRE CONNECTOR VOLT SPLICE B O X AND SCREEN WITH SHRUBS WHEREVER P01-561 131 -• MAXIMUM DEMAND Co GPM SYSTEM HAS BEEN DESIGNED FOR 1.16 GPM MAX. AT 35 PSI MIN. CONTRACTOR SHALL SET THE PRESSURE REGULATOR AT 50 PSI. HGL INFORMATION OBTAINED 08/20/93 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION FROM JOHN KNAPP @ CCWD, PHONE# NEEDED WITH CCWD,AND ALL COSTS, FEES,PERMITS,ETC. (909) 987-2591. � DESCRIPTION OF REVISION DATE CITY CUCAMONGA COUNTY WATER DISTRICT j FOR OPERATION AND MAINTENANCE INSTRUCTIONS, REFERENCE APPROVED CONTROLLER W LOCATION. CALSENSE ET1-111- r/-ff22- 9641 SAN BERNARDINO ROAD OLSON MAINTENANCE OPERATIONS MANUAL. RANCHOCUCAMONGA, CA. 91730 CITY OF RANCHO CUCAMONGA ELECTRIC WALL MOUNT CONTROLLER, MOUNTED INSIDE A STRONG O2 PRIOR TO START OF CONTRACTION, CONTRACTOR SHALL CONTACT BOX 24SS/120V ENCLOSURE, WITH A RAINMASTER 24PC PERMANT OLSON IRRIGATION SYSTEMS FOR INSTALLATION AND OPERATION REMOTE CONTROL PIGTAIL AND .ANT 1 A►.1TEfJ�IA- p01tT INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAST PLAZA SEE DETAIL V. FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE CITY INSPECTOR. CONTRACTOR SHALL COSTS RELATED TO THE VERIFICATION OF E(VUIPMENT INSTALLA_ FOOTHILL BOULEVARD MEDIANS COORDINATE AND PROVIDE THE 120 VAC POWER TO THIS LOCATION TION AND OPERATION. AND SHALL BE RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS OLSEN IRRIGATION SYSTEMS FROM THE POWER SOURCE TO THE CONTROLLER LOCATION. 10910 WHEATLANDS AVE. SANTEE, CA. 92071 CONTROLLER SHALL BE PROPERLY GROUNDED IN ACCORDANCE FLOW METER SHALL BE INSTALLED IN-LINE, (1)ONE PER WATER METER, (619) 562-3100 IRRIGATION PLAN TO CALSENSE STANDARDS. AS PER DETAIL W,SHEET NO. 5 AND THE MANUFACTURERS RECOM- MENDATIONS. CONTRACTOR SHALL COORDINATE THE CONTWXiERPROGRAM NGWITH `pNDSCgP APPROVED BY: ozi f DAT 'J�"�!6 A REPRESENTATIVE OF THE CITY AND CALSENSE. FOR THE CITY RE- t�� U �,� CITY ENGINEER��CGl� 6: �/ RC.E. NO. 24.53 ,`�Q \PN ESSF ��, PRESENTATNECONTRACT"CITYMAINTENANCE DEPARTMENT",FOR -- � DESIGN PETER D. BRAN OWE • 11 AIA ASLA RECOMMENDED CALSENSE CONTACT: (619) 438-0525 _ � R.I.D. & ASSOCIATES 2075 CORTE DEL NOGAL, STE. P _ � n-r LAN D S C A P E A R C H ITE C T S CARLSBAD, CA. 92009 ' #2 DRA*NSHEET 20301 S.W. BIRCH STREET SUITE 102 0 20 40 60 R.I.D.' SANTA ANA HEIGHTS • CA 92707 410 14-261 -6066 . FAX 714-261 -6064 OF SCALE 1' 20'-0• fOfCA`,EDQ�� CHECKED _ _ RCE NO DRAWING NO 99-L DATE FILE N0 PROJECT SHEET NO Y/OF,50- ROOTBALL LEGEND NOTE:CAP ANY UNUSED EMITTER OUTLETS WITH OLSON 1734 - CONC.VALVE BOX a PLASTIC COVER EMITIEROUfLETPLUGS EMBOSSED-IRRIGATION RMV a j "CHRISTY" 89 BOX i FL9D UO ; SM3OL MANUFACTURER MODELNOJ DESCRIPTION GPM PSl RADo DETAIL -T IT[@ fYp. 119- CAPILLARY (PVCI CL90N E H-12-17 0 4 TWELVE OUTLET EMITTER 0.018 20 ELECTRICAL CONNIECTQIS TUBING (NO. OF TUBES) AS ® RAIN BIRD PEB SERIES ELECTRIC REMOTE CONTROL VALVE SEE DETAIL 'p' NOTED ON EMITTER DRIP - _ SCHEDULE: z T 14-MAK. ryt+tiS►4_ GRACE _ . 2 S GLA-7-\fA -_ 13L of ]EKG 1"NORMALLY OPEN MASTER VALVE. 'E' NOTA ------- 2-4 V. __ III= _ TREE EMITTER LOCATION, II - COItOIr WIRE- �IN !1rIlJLTE OUTLET EMITTERS pF#ip RING BIKi C/1p 6302 . N NEiCO T•113 LINE SIZE GATE VALVE INSTALL I N STATE R.O.W 'F' 1� MASTi:R _ Z" IIII PER TREE PLAGE. AT DuT, IA ® FEB00 825Y-BV 3/4"REDUCE PRESSURE TYPE BACKFLOW PREVENTER. 'G' VALVE CONTROL WIRE-MG TAIL EXPANSION EDGE. OF ��OT}�.�'l-L- 1 >C~mum LOOP (MIN. 24- LONGI TYP. TUBING STAKE ` a o 0 RAIN BIRD 33-DNP 3/4"QUICK COUPLING VALVE,WITH LOCKING VINNU OLSON OR EQUIVALENT COVER. REQUIRED EVERY 150'. ' II II �♦ * K x x x 7 1 II I) 1 TRCE ! / O FLUSH ASSEMBLY W M P-75 3/4"(TXS)SALCO PVC BALL VALVE,WITH ALGAE 'I' •.�•; RESISTANT PVC FLEX HOSE. SEE DETAIL _ \ DATA INDUSTRIAL 22 0 P - I" FLOW SENSOR, INSTALL(521 UPSTREAM OF THE 'J' I 1 s •, .1 U c' (7.D �?,11. ;0 OLSEN i 704 MASTER VALVE �:a' o b f o ^^ ® • . 1 GPH MULTI-OUTLET C21 .Y.• ' WOVEN M1'E tum 19 t311UGE, 1:'r ' � . P •. 1 0 r :C3 rt JK K X X p1 I' ' TYP. 1/8 CAPILLARY ,EMITTERlINSTALLED 4 ® WILKINS 500 1'PRESSURE REGULATING VALVE. 'K' (am .x,30: A. b .. . .r� ;, _::�?:'..A=.m '- Le _ 1R'GALVANIZED STEEL MESH. - -1 / WITHIN ACCESS M EXTENDED T BEYOND VALVE soX / OLSON OR EQUIVALENT SLEEVE. SEE DETAIL FM-12-PTF-2 AUTOMATIC IRRIGATION CONTROLLER,MOUNTED INSIDE -L• 'B' , THIS SHEET 8 6 A STRONG BOX 24SS/120V SERIES ENCLOSURE WITH RAINMASTER 24PC PERMANT REMOTE CONTROL PIGTAIL EXACT LOCATION SHALL BE DETER ND AND ANTi N� •THEFIELD BY THE i i V THICK OF 3/4" WASHED pKL153 HEP A.GWr A'TE- MSE ` _ ) 1 1. MEDIAN ISLAND CURB. - CITY INSPECTOR. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. �`'_ 2. EMITTER CONTROL VALVE ASSEMBLY. (MTAIL 112) 3. IRRIGATION PRESSURE MAIN LINE PIPING - SIZE NOTED ON DRAWINGS. . APPROVED SCH.40 PVC LATERAL LINE,SIZE AS NOTED ON PLAN. 'ILA' TOP OF FINISH GRADE PVC SCHEDULE 40 EMITTER 4. OLSEN 1704 WLTI-OUTLET EMITTER.USE 1 OUTLET NOW,t FOR FUTURE,PER SHRUB. SEE DETAIL 101 TOP OF COARSE GRIND MULCH .....SUPPLY PIPING - 12" BELOW 5. OLSEN 6302 DRIP RING BUG GAJ'.SEE DETAIL I�1 Oct APPROV® SCH.40 PVC MAIN LINE, 1 1/2"AND SMALLER,SIZE AS NOTED ON ,M, FINISH GRADE i. BURIED LATERAL LINE PIPING - SIZE NOTED ON DRAWINGS. PLAN. 7. GROUND COVER PLANT - REFER TO PLANTING PLAN FOR LAYOUT -. ._ A9 ROS CORRUGATED STEEL PIPE SLEEVE, TWICE THE DIAMETER OF THE AND SPACING. T" •. BURIED LATERAL LINE PIPING TO ADDITIONAL ROWS OF EMITTERS - MAIN LINE,42"MIN.OF COVER.PER CALTRANS STANDARD • OLSEN 6303 ACCESS SLEEVE REFER TO IRRIGATION DRAWINGS - SPECIFICATIONS, (SECTION 20-5.038) INSTALLED WITH FINISH GRADE NOTE:CAP ANY UNUSED EMITTER OUTLETS - APPROVED NON-METALLIC CONDUIT, 2"DIAMETER, INSTALLED WITHIN IRRIGATION .N, 1 - - WITH;OLSON 1734 EMITTER OUTLET PLUGS. COF-f2-U6A -0 6Trf-l_ f�7tf'E 51_F vE_. eAPPFiOti/EQ DOMESTIC IRRIGATION WATER METER, BY CUCAMONGA COUNTY WATER - - - ALL VALVES WITHIN DISTRICT. MASTER VALVE E MULTI-OUTLET DRIP SYSTEM ASSEMBLY EMITTER OUTLET LAYOUT STATE R.O.W. C �� , 410089 b"S"Er 99499R,SEE NOTE ON PLAN,REGARDING - - - FOR TREE (24 BOX) GROUND COVER (1 GAL.) 'SNAP-TITr CONNECTORS , OLSON MULTI-OUTLET EMITTER 3 10 S m �•Mi PLANT BEDS 3 4 •. Z w AT GRADE IN DS AREAS OLSON BUG CAP OR EQUIVALENT FINISH GRADE Z OONC.VALVE BOX Wi00NC.OOVER a MARKED'IRRIGATION GATE" -- --- -.- EMITTER DISTRIBUTION TUBE 4� THICK CHIPPER MULCH COVER I2i -- - - - Z 'CHRISTY' B3 BOX W/ B3D LID. S 2 M6IS7URE ' 1h FINISH GRADE t •�•� SENSOR l000 ••••• WHERE #� t REOUIREC L -A 9 5 B .Afro" _ - - - BRASSA TE--VALVE _` .. . - El b - - � . .. e - II1- II=1�I� _ 3 - wavErWrwCLOTHtoc�x� - II IIII=III" III I1- STAKE OR OLSON TUBING -1 (� I yr caALVANIho sTtEFi MESH I I - 1T a EQUIVALENT r BEYOND VALVE BOX °di SEP-G�Tp-'�5' 1, BRASS ANGLE VALVE WITH UNION - SAME SIZE AS RCV " ao 2. PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN 00 ham-3„ 3"-�I STREAM PRESSURE GAUGE. SALCO DYSFG - PLAN SIZED = 0 0 0 0 3,/4' WASHED 1� 3. REMOTE-CONTROL VALVE - RAIN BIRD PESSERIES - PLAN SIZED -- _ _ GRAVEL -1 v o 4. SCH. 80 CLOSE NIPPLE - SAME SIZE AS RCV _ �_� - I - • -I _ -III=1 I I-i a s a a v• 5. FIXED P.S.I. REGULATOR PLAN SIZED N 6. SCH. 40 PVC 5 X S X T TEE r=1 I I-III I�I I I- I I OLSON ACCESS SLEEVE OR to - o.' p,'• o.' I 7. PRESSURE SUPPLY UEQUIVALENT, SET LID 1" ABOVE NE "" rl I I-III_I I-III-� 8. SCH. 80 PVC .NIPPLE - SAME SIZE AS RCV I I _ II_ _ 9. SCH 40 PVC TEE - EXISTING GRADE CC'JFLEE, I LI17� 10. OO STM VALVE WA)OHC.COVER TM90SSED I�ncATlr5WCONTROL VALE- VI I X AND 8 36D LID 11. SOLENOID WIRES. PIC-TAIL EACH 3e LONG • 3/4" WASHED CRUSHED 12, 3/4" WASHED CRUSHED AGGREGATE-PLACE BEFORE BOX.. I t/2" DIAMETER SCH. 80 NIPPLE - AGGREGATE BASE 13. P.S.I. GAUGE FACING UP MIN. NOTES: t4, WOVEW WIRE CLOTH 17 GAUGE,1?GALVANIZED STEEL MESH. J 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES: EXTENDED r.MIN.BEYOND VALVE BOX-15C,��1 2. INSTALL CONTROL VALVES A MIN. OF 12• FROM STRUCTURES OR HARDS�'A PING. 1. INSTALL CONTROL VALVES A MINIMUM OF 17• FROM STRUCTURES OR HARDSCAPING. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. _ 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1\ 6.• ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. SCH. 40 LATERAL DOUBLE ,STREET ELL (TYP.) GATE VALVE - 3" or smaller EMITTER REMOTE CONTROL VALVE � EMITTER WITH ACCESS SLEEVE B F D - ASSEMBLY . GENERAL NOTES ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER -' MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. CITY REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. DESCRIPTION OF REVISION DATE APPROVED ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR a TO PAVING. ABS PIPE SLEEVE TO BE USED WITHIN THE STATE R.O.W. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REQUIREMENTS. CITY OF RANCHO C U CA M 0 N GA IF THERE ARE ANY VARIANCES,CONTRACTOR SHALL NOTIFY CITY FOR INSTRUCTIONS, PRIOR TO PROCEEDING. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE FAILURE TO DO SO COULD RESULT IN CONTRACTOR BEING RESPONSIBLE FOR CHANGES WHICH MIGHT OCCUR. M A S I PLAZA SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE CITY INSPECTOR. PROVIDE A MINIMUM OF 18"COVER OVER ALL PRESSURE MAINLINE PIPE AND 12"MIN. COVER OVER ALL NOW FOOTHILL . BOULEVARD MEDIAN S PRESSURE LATERAL LINE. ALL SLEEVES UNDER HARDSCAPE AREAS ARE TO BE PVC SCH. , PIPE WITH 24" IRRIGATION DETAILS THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN MIN. COVER. ALL SLEEVES UNDER FOOTHILL BOULEVARD SECTION SHALL BE (ABS) PVC PIPE, PER CALTRANS CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SECTION 20-5.03B STANDARD SPECIFICATIONS, THE USE WELDED STEEL PIPE CONDUIT IF JACKED OR SHALL LOCATE ALL VALVES IN SHRUB AREAS. DRILLED,OR A CORRUGATED STEEL PIPE CONDUIT WITH A MINIMUM OF 42"OF COVER. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED APPROVED BY. DAT J� DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE'DURA'DEEP SOCKET TYPE. `O DSCgP 24953 CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS �\� PK 0Es F,� CITY ENGINEER C� RC.E. NO.�� WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS '`�' SF! ��' DESIGN f RECOMMENDED PETER D. BRAN�OW • AIA ASLA THROUGH WALLS, UNDER ROADWAYS AND PAVING,ETC. R.I.D. & ASSOCIATES . I17E91fi n DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN R cc LANDSCAPE ARCHITECTS IS OBVIOUS IN oRAw" SUITE 102 SH«T 2oso 1 S.W. BIRCH STREET T THE FIELD THAT UNKNOWN OBSTRUCTIONS,GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS R.I.D. SANTA ANA HEIGHTS C A T 92707 12 -5 -OF _ 1 O EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES l,9 .�,7 � 7 14-261 -6066 FAX 714-261 -60 SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS \Q,f �// CHECKED RCE NO- 4fDRAWING "0 NOTIFICATION IS NOT PERFORMED,THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR '60F CAL\E� J /f�L�9_L ANY REVISIONS NECESSARY. mo DATE FILE r4O PROJECT SHEET NO.-/50F5_0 r ' _ BACKFLOW PREVENTER ASSEMBLY SCH BO PVC LAM 1 B PLACES NIPPLE - TYPICAL 2 apBRASS 90' ELL - TYPICAL - -l I - �ptAllprrcR[ts�gyt � � COr[tt ' '. S IN PLANT BES i---- -� (2) PLACES MIttEO '�R(SSIA[ RE6t1lAf0�• TWOTY'83 BOX VW 03D LID. AT GRADE IN LAWN AREAS ( 1 II i 1 III I I-I I-III- FINISH RADE + 3 BRASS NIPPLE -iEd I I-1 1.1 t _ _ 6' THICK X 12' WIDE Z -III II-III �- - �_-_-- i CONCRETE PAD (LENGTH VARIES -I III PER SIZE/MANUFACTURER) BRASS WYE STRAINER WITH 60 MESH %0 SLOPE TO DRAIN AT MINIMUM 2% Z CLEAN BACKFILL - SEE _ -r MONEL SCREEN b I-I I I SPECS. FOR MAttkk. - 90% COMPACTION REQUIRED 5 1 BRASS UNION FINISH GRADE PRESSURE REGULATOR - 6 I=I - -- 4 NON-PRESSURE LATERAL LINE: SCH. 40 SNAKE PIPE IN -III 11- TRENCH PIPE TO BACXFLOW 7 (BRASS NIPPLE - TYPICAL PREVENTOR FROM WATER SOURC (2) PLACES _ E7 SCH 40 PVC MALE PRESSURE SUPPLY UNE: 1'0 - - -I 90R COMPACTION _,.� ADAPTORS TYPICAL .+ SCH. 40/CL. 315 SNAKE FLOW 9 . . -I I i=I III= PIPE IN TRENCH I _I I _ " I :> I REQUIRED I (2) PLACES _I-III I I=1 I I �- _ 3" s �+ I - CONTROL WIRES - BUNDLE „ . - 1p 4 ' v •P v:a'' a �- III- 3 3~�- P ' a t0 METER I I F AND TAPE AT 15' O.C. AND - �• P• �. v. A II r-, _ . .., =) I I I=I I INSTALL ADJACENT TO - o; v.: •v ;, D I LINE TO SYSTEMS -III-I -III- III I I h I I I I PRESSURE SUPPLY UNE v v. - -I GaIJCRET� T1.11�ST f3i.OrJc- RAs 9 ELL . TYPICAL (2) PLACES III-) 6' TYP. I I PROVIDE O' OF SAND g . cc.wt5l It'To. BEDDING I _ I P4(itt? f If F "0 "-LATW FITTINbS S44LL M Fr.F- 3/4' WASHED CRUSHED GUCAMONC�► coutv-y WATele- dt bTP•4 cT C cc w v) >Tam t - WOVEIR WiE CiOM 1S�1�. AGGREGATE BASE 1. LOCK BOLT 1?GALVANIZED STEEL MESH. 2. LIFT HOLE EXTENDED 3•BEYOND VALVE BOX 3. FINISH GRADENOTE: NOTES: P- C 71� 4• .3/4_. PVC BALL VALVE - THREADED al 1. INSTALL PER LOCAL CODES. 5. 3/4' X 36" LONG ALGAE RESISTANT PVC FLEX HOSE - PIG TAILED 1. PIGTAIL AND LOOP CONTROL WIRE AT 90r CHANGES IN DIRECTION, 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY NOTES: 6. Ofwr''FS OONCRETE VALVE BOX WITH OONCR£TE LD. STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A FAIN. OF 12' FROM STRUCTURES OR HARDSCAPING. 7, PVC MALE ADAPTER - LINE SIZE X 3/4' (S X T) 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 8, �' THICK OF 3/4' WASHED CRUSHED AGGREGATE 3. WHEN UNIT IS NEXT TO A STRUCTURE (fE. WALL, BUILDING, ETC.) 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. -'4: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. �! MOVEN MIRE CLOTMIsyG-AUGE,I&GALVANIZED STEEL MESH. 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND EXTENDED T MRc BEYOND VALVE BOX 4. ORIENT UNIT PARALLEL TO STREET. VALVE NUMBER. fit'- Tom' 5. LOCATE UNIT WITHIN SHRUB AREAS WHEREEVER POSSIBLE. • (o. DII✓l_e6;rfzlG FITTINGS AfLE f EQUI1"t0 FflrF- CGKIIJ>tC_-n0tJ5 Of 12151MI1AP- MI✓T_AL15, TYPICAL TRENCHING PRESSURE REGULATOR VALVE BALL VALVE FOR EMITTER FLUSH BOX REDUCED PRESSURE BACKFLOW M - K - - G . INSTALLED OUTSIDE STATE R.O.W. I PREVENTOR LOCATE OUTSIDE OF STATES RIGHT OF WAY STAND ALONE CONTROLLER WITH PHONE LINE s IRRIGATION PPE SLEEVE INSTALLED UNDER FOOTHILL BOULEVARD(ABS)PVC SLEEVE. A t4U ANTEAfh�A c - �• • �• SECTION 20-5.038 OF CALTRANS STARDARD SPECIFICATIONS,JULY 1992,REQUIRES 40cA OUT510 O THE USE OF WELDED STEEL PIPE CONDUIT IF JACKED OR DRILLED,OR A CORRUGATED 50K. LOCATICIQ peF- STEEL PIPE CONDUIT WITH A MINIMUM OF 47 OF COVER. IF PLACED IN AN OPEN TRENCH, CITY rr CAL_SEN In- FOR � • FOR BOTH THE WATERLINE CROSSOVER,CONDUIT TO BE INSTALLED WITH A MINIMUM OF REP. ' 42.OF COVER. )j l ; W HIT E I 4• CALSENSE CONTROLLER BLUE , ?fl ( MODEL NO PER PLANS OU�,(�N('�CTOR, `' N 'CHRISTY' SB-1A TYPE A INSTALL THE NON-METALLIC CONDUIT WTTI4IN THE IRRIGATION SLEEVE. HARDSCAPING NEER - ;i } (� . THEN DEPTH WILL BE EQUAL TO THE DEPTH OF THE FiPoGAT10N SLEEVE � �"I I �'1 Loaf � M I N• 24" LONG) I�I,.,ER��14X11 i •--�, ��. �.y� LLL.� T� O RED TYPE A _ 120 VOLT DUPLEX ► CALSENSE HARNESS BLACK OUTLET (GFCII BIRQ 3 p WRIGATION CONTROLLER RUBBER CAP -�UPPLY ONE KEY a � II III I I-III-1 I I- TERMINAL STRIPS TO -= PER 12 QCV'S INCLUDING HOSE -I III-III_ MATCH CONTROLLER SWIVELS, SIZE ATTACH IRRIGATION WATERPROOF ALL STRUCTURE OR -III I I-III REMOTE PIGTAIL MFG WIRE CONNECTIONS HARDSCAPING PER PLANS AS PER STD. '� x FINISH GRADE - INSTALL IN DETAIL 520 x PLANTER BED ONLY - I I I f1ELD WIRES CO�R'E'T� �� Z -I I I I CLEAN BACKFILL - SEE tE'0- C� T�'^� tTV• y� 18' MAXIMUM u1 SPECS. FOR MATERIAL. -I I I 90% COMPACTION REQUIRED " x WHITE - - - - ENCLOSURE MOUNT �p�*�M1241Ox (COMMON) ("- i _ _ -I I I=I I I . -I I I=I- Nz I I - _ _ IIIA -I I SAND NOTES: {�on1G, BLUE - - ne as • :.: .. -) I I - 1. INSTALL CONTROLLER PER MFG, PRINTED INSTRUCTIONS AND PER LOCAL OF 14 I -III-) 1 I-I •III-III-I I I=I CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR. WIRES -_ l - - _I PRIOR TO CONSTRUCTION. SCH 40 BRASS NIPPLE 12.' _III=III III I I=1 I I� b I-1 • . . • • • . I I RED MASTER CONTROL SCH 40 BRASS 90' ELL I-I I 2 CONTROL SENTENCE IIFERE SEQUENCE CONTROL RRESPOND TO THE PLAN'S DESIGN VALVE VES. � BLACK -III-I III= SCH 40 BRASS 90• STREET ELL .' CONTROL WIRE SLEEVE 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH SSCREW TAINLESS STEEL FLOW METER SCH 40 BRASS NIPPLE - MINIMUM CLAMP PLACES _ _ SIZE PER PLAN INSTALL BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE ? -III-I 1 I I= ADJACENT TO PRESSURE WIRE AT THE ENCLOSURE. DIAMETER SAME 24" LONG ( ) it SUPPLY UNE SIZE AS FLOW I-III _-I I 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED N COLOR. METER SIZE �D SCH 130 PVC 90' STREET ELL /4_REBAR STAKE . . . . . .': . . . . . . . . . . . . . . . . . . . DIAMETER SAME SIZE , ( 4 LONG) -I 1 I-I PRESSURE SUPPLY UNE S. NO SPLICES SHALL 'BE MADE BETWEEN CONTROLLER AND REMOTE AS FLOW METER SIZE 2 G SLEEVE - SIZE TWICE CONTROL VALVES. I;III- I-III- DIAMETER OF PRESSURE 6. ANTi AWT>=1•Ih1A POFLT TO rte- e4:;0JELTG0 Tb TE 121C�RAL MINIMUM DISTANCE DOWNSTREAM -I I B. TYP• SUPPLY LINE , 'I FLUNK, P,N710 Ct7TR2) PNT7 (�` �F�-I$L,� TO '(LIG GIT' -"� A,fKv'� Ce-WTl� (.MMPUTI-P- S sTt r1 FlclOrL To { iRjTEIrE FLOW�1�TEt�I$ NON-PRESSURE LATERAL MINIMUM DISTANCE UPSTREAM LINE SLEEVE - SIZE TWICE 24 STRONG Box MODEL NO: 10X DIAMETER OF FLOW DIAMETER OF NON-PRESSURE SB-2455/120V METER SIZE LATERAL.LINE f}}� 11�TE.l��LI-PPTEt�- - NOTES: 1. ALL SLEEVES TO BE ADS PVC, OTHER THEN WITHIN CALTRANS RIGHT OF WAY. 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. NOTE: PRESSURE SUPPLY 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. LINE FITTING ENCLOSURE TO BE GROUNDED PER LOCAL CODE. GROUND ROD TO BE INSTALLED INSIDE ENCLOSURE. ON PRESSURE SUPPLY LINE CONTROLLER SIDE.FINISH TRENCHING uN�ER PAVING FLOW METER INSTALLATION � QUICK COUPLING VALVE WITH II I I N 1 1 1 1 3•-Ir X Y-Ir X 6' CONCRETE MIN. 11 1 I 2% FOOTING INSTALL A MINIMUM OF H r ABOVE GRADE AND SLOPE METAL STA K E �' I A" TOP TO DRAIN AT MINIMUM OF 2><. is I I I b • b l- - - I I I I LI I-�- -. • -I I - COM1MtSN WMlE/CONTROL WIRES IN �1 TI- I 11 I , I I ll�;1 r SCH.,O PUC CONDUIT. CALSENSE R E N D I T I C}N C)F TYPICAL ' • - CONTROLLER INSTALLATION - PLAN II �J ,1 120 VOLT WIRE IN RIGID STEECONDUIT L F� 1ENrWCATION'LANEL FM j TO POWER SIDE OOFER ALCAMNET 90' SWEEP ELL ,Q != CITY = "�� >�E �� M.ITi a+.lTEalnt�► PoFT. LocA IoM Or �� Mtn PER s� • r A r fl ..,, X11„ =S DESCRIPTION OF REVISION DATE APPROVED �.EGtaMD. ►OA OOKTROLLAlt AND tEr'• GIT`( f cs�lsGJ6� f�- NATION MUMMER tibE MVtK1�►TIOM HEAVY DUTY WEATHER - RESISTANT OW ■AA:1TIMt lCNEr1 KAM• LIGHT CPHOTO EONTROLICASWREQUIR D PERITCH FOR U F _ -- �„ L,.� -- PLANS. �� I CITY OF RANCHO CUCAMONGA wECLArED WATIER WAM" LAB& r 'J ! -- M A S I PLAZA - - COMMON WIRE �-- VALVES .__ I�„M t�a.J>h'�ElD. PCALSENISE FR- uNSI�FfTROLLE'R MdDEI N0. L J REFER TO CONTROLLER J I / SECU LATION STD. I , FOOTHILL BOULEVARD MEDIANS SECURITY LN.'hIT / SECTION IM- SLOTTED WAD TIMER REQUIRED PER FINISH L_ O COTiT ROL W' S IRRIGATION DETAILS IrAC�MNE lCRQ� W/ GRADE I I 11 1j B' GROUND ROD CALSETiSE A 2 WAWM a t�ilJT F�QTY MIN. I I I I I I f I I I I ? 120 VOLT WIRE IN RICIN STEEL CONDUIT (PER LOCAL CODE i WATER FLOW APPROVED 8Y. - DATE J� ER LAQEI i C01tfR - _ `cQ `pINDSC.4p W� RC.E. Nc) 24953 TO ACCEPT I �� \ptA DESS CITY ENGINEER O O M y �� Fl��cy DESIGN PETER D. BRAN[kOW • AIA • ASLA RECOMMENDED R.I.D. & ASSOCIATES ,i•• I" MASTER ("FLOW I"PRESSl1RE BACK-FLOW WATER cc UC. #2916 L A N D S C A P E A R C H I T E C T S VALVE SENSOR REDUCING PREYEtUER 1.It;R DRAWN SHF FT VALVE v4• I• / ' / i 20301 S.W. BIRCH STREET . SUITE 102 �+ VALVE' BOX IDENTIFICATION R.I.D. SANTA ANA HEIGHTS • CA 92707 C7 -OF -10 _ I / /i 714261 •6066 FAX 714-261 -6064 - AUTOMATIC CONTROLLER CALSENSE RENDITION OF l�lEo o��,� CHECKED _ _ RCE NO DRAWING NO L _ f CAIS -1 kp NATE - FILE NO - TYPICAL CONTROLLER INSTALLATION PROJECT SHEET NO I( OFj-D ' - y w IRRIGATION SYSTEM ' ' a 1. GENERAL A. SCOPE OF WORK GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 111. EXECUTION NOTE 'G 4 5� MIlMb CIT`( AMC 'bTATE E. HELD QUALITY CONTROL Provide all labor, materials, equipment, and services necessary to furnish and install Irrigation System as We hereby guarantee that the sprinkler irrigation system we have famished and installed is free from A. INSPECTION 1. AdtustmSystem a. Thhee Landscape the shown on the drawings and described herein. defects in materials and workmanship, and the work has been completed in accordance with the drawings ndscape Contractor shall flush and adjust alt sprinkle►heads for optimum performance and specifications, ordinary wear and tear and unusual abuse or neglect expected. We agree to repair or . Site Conditions and to prevent overspray onto walks, roadways, and B. QUALITY ASSURANCE AND REOUIREMENTS replace any defects in material or workmanship which may develop during the period of one year from date a. All scaled dimensions are approximate. The approvLandscal Contractor shall check and verify all buildings er much that possible. of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such size dimensions and receive City and State approval prior to preceeding with work under b. If it is determined that adjustments in the irrigation equipment will provide proper and more this Section. adequate coverage, the Landscape Contractor shall make such adjustments prior to planting. 1. Permits and Fees defects at no additional cost to the City. We shall make such repairs or replacements within a reasonable b. Exercise extreme care in excavating and working near existing utilities. The Landscape Adjustments may also include changes in nozzle sizes and degrees of arc as required. The Landscape Contractor shall obtain and pay for any and all permits and all inspections as time, as determined by the City, after receipt of written notice. In the event of our failure to make such C. Lowering raised sprinkler heads b the Landscape Contractor shall be accomplished within required. repairs or replacements within a reasonable time after receipt of written notice from the City, we authorize Contractor shall be responsible for damages to utilities which are caused by his operation or 9 P Y Pe P neglect. Check existing utilities drawings for existing utility locations. ten days after notification by the C 4 5'. the City to proceed to have said repairs or replacements made at our expense and we will pay the costs C. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be no d. All sprinkler head shall be set perpendicular to finished grades unless otherwise designated 2. manufacturer's Directions and charges therefor upon demand. interference with utilities or other construction or difficulty in planting trees, shrubs, and ground on the plans. .j Manufacturer's directions and detailed drawings shall be followed in all cases where the PROJECT: covers. manufacturers of articles used in this contract furnish directions covering points not showing in the LOCATION: d. The Landscape Contractor shalt carefully check all grades to satisfy himself that he may safety 2. Testing of Irrigation System drawings and specifications. proceed before starting work on the sprinkler irrigation system. a. The Landscape Contractor shaft request the presence of the City and State in writting at least 48 hours in advance of testing. 3. Ordinances and Regulations SIGNED: B. PREPARATION b. Test all pressure lines under hydrostatic pressure of 150 pounds per square Inch and prove All local, municipal and state laws, and rules and regulations governing or relating to any portion of Contractor watertight. this work are hereby incorporated into and made a part of these specifications and their provisions ADDRESS: 1. Physical Layout NOTE: Testing of pressure main lines shall occur prior to installation of electric control valves. shall be carried out by the Landscape Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when PHONE: a. Prior to installation, the Landscape Contractor shall stake out all pressure supply lines, routing C. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per and location of sprinkler heads. square inch and proved watertight prior to paving. these specifications and drawings call for or describe materials, workmanship, or construction of a DATE OF ACCEPTANCE: better quality, higher standard, or larger size than is required by the above rules and regulations, the b. All layout shall be approved by City and State prior to trenching. d. Sustain static pressure in main lines for not less than twenty-four hours then raise pressure to 150 pounds per square inch for not less than 6 hours. If leaks develop, replace joints and provisions of these specifications and drawings shall take precedence. 2. Water Sul2 repeat test until entire system is proven water-tight. a. Sprinkler irrigation system shall be connected to water supply points of connection as e. All hydrostatic tests shall be made only in the presence of the City and State or other duly 4. Explanation of Drawings pec The Landscape Contractor is responsible for all offsets, fittings, sleeves, etc., which may be required indicated on the drawings. authorized representative of the City. l b pipe shall a backfilled until it has been plete but are not indicated. The Landscape Contractor will carefully investigate the structural and finished tested and approved in writing and shall be re-tested after backfill operations are complete. conditions affecting all of the work and plan the work accordingly, furnishing such fittings; etc., as 3. Electrical Supply f. Furnish necessary force pump and all other test equipment. ira. Electrical connections for automatic controller shall be made to electrical points of connection g. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the may be required to meet such conditions. Drawings are generally diagrammatic and indicative of I1. PRODUCTS k to it installed. The work shall be installed in such a manner as to avoid conflicts between as indicated on the drawings. City and State to determine if the water coverage for planting areas is complete and adequate. the work irrigation systems, planting, and architectural features. A. MATERIALS b. The Landscape Contractor is responsible for minor changes caused by actual Furnish all materials and perform all work required to correct any inadequacies of coverage site conditions. due to deviations from plans or where the system has been willfully installed as indicated on The Landscape Contractor shall not willfully install the irrigation system as shown on the drawings 1. General: Use only new materials of brands and types noted on drawings, specified herein, or the drawings when h is obviously inadequate without bringing this to the attention of the City when it is obvious in the field that unknown obstructions, grade differences or discrepancies in area approved equals. C. INSTALLATION and State, This test shall be accomplished before any m shall be t s planted. dimensions exist that might not have been considered in engineering. Such obstructions or h. Upon completion of each phase of work, entire system shall be tested and adjusted b meet differences should be brought to the attention of the City's authorized representative. In the event 2. PVC Pressure Main Line Pine and Fittings 1. TrenchingDig site requirements. a. Pressure main line piping for line sizes 2' and larger shall be PVC Class 315, line sizes 1 1/2" a. Dig trenches straight and support pipe continuously on sand bedding at bottom of trench. Lay MAINTENANCE for n revision F. i rf rm Contractor shall assume full responsibilityo a this notificat on is not performed,ed, the Yi to an even rade.Trenchin excavation shall follow layout indicated on drawings and as ssa at no additional cost to the city. and smaller shall be PVC Sch.40. pipe 9 9 necessary ty b. Sch. 40 pipe shall made from NSF approved type 1, grade PVC compound conforming to ASTM noted. 1. The entire sprinkler irrigation system shall be under tuft automatic operation for period of seven C. SUBMITTALS renin sllectffcee;) 1785. Afiptpe shall meet requirements as set fbrth in FedeTaf Specificatlon b. Provide for a minimum of eighteen (18.) inches cover for all pressure supply lines. Pri 9 Ys 1 PS-21-70. (Solvent-weld pipe).CL. 315 is ASTM resin D1784 with Fed. Spec. PS-22-70 Ty 1, Grade I. C. Provide for a minimum cover of twelve (12") inches for all non-pressure lines. days prior to any planting. 1. Material List C. PVC solvent-weld fittings shall be Schedule 40, 1-2, II-t NSF approved conforming to AST d. Provide for minimum cover of eighteen (18") inches for all control wiring. 2• The City and State reserves the right to waive or shorten the operation period. Furnish the articles, equipment, materials, or processes specified by name in the drawings and test procedure D2466. G. CLEAN-UP specifications. No substitution will be allowed without prior written approval by the City and State. d. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and 2. Backfilling installation methods prescribed by the manufacturer. a. The trenches shall =be backfilled until all required tests are preformed. Trenches shall be Complete material list shall be submitted prior to performing any work. Material list shall include the e. All PVC pipe shall bear the following markings: carefully backfilled with the excavated material approved by the Soils Engineer for back- Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from p filling consisting of earth, loam, sandy clay, sand, or other approved materials, free from large and disposed of legally off-site, all walks and paving shall be broomed or washed down, and any damage manufacturer, model number and description of all material and equipment to be used. (1) Manufacturer's name. (2) Nominal pipe size. clods of earth or stones.Backfill shall be mechanicaly compacted in landscaped areas to a dry sustained on the work of others shall be repaired to original conditions. Equipment or materials installed or furnished without prior approval of the Architect may be rejected (3) Schedule or class. density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent P aPP Y 4 Pressure ratio in PSI. grades without dips, sunken areas, humps or other surface irregularities. H. FINAL CONSTRUCTION OBSERVATION PRIOR TO ACCEPTANCE and the Landscape Contractor required to remove such materials from the site at his own expense. ( ) g b. A fine ranular material backfill will be initial/ laced on all lines. No foreign matter larger(5) NSF (National Sanitation Foundation) approval. 9 y P g � Approval of an item, alternate or substitute indicates only that the product or products apparently I. All fittings shall bear the manufacturer's name or trademark material designation, size, than one-half (1/2) inch in size will be permitted in the initial backfill. 1. The Landscape Contractor shall operate each system in its entirety for the City and State o the time of final �� y applicable I.P.S. schedule and NSF seal of approval. C. Floodinq of trenches will be permitted only with the approval of the Soils Engineer and observation. Any items deemed not acceptable by the Observer shall be reworked to the complete meet the requirements of the drawings and specifications on the basis of the information or samples aPP satisfaction of the City and State. submitted. City and State. 3. PVC Non-Pressure Lateral Line Pining d. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or 2. The Landscape Contractor shall show evidence to the City and State that the City has roceived aN a. Non-pressure buried lateral line piping shall be PVC sch. 40 with solvent weld joints. planting, or other construction are necessary, the Landscape Contractor shall make all accessories, charts, record drawings, and equipment as required before 2. Record Drawings final observation can occur. a. The contractor shall dimension from two permanent points of reference, building comers, b. Pipe shall be made from NSF approved, Type 1, Grade II PVC compound conforming to required Adjustments without cost to the City and State. sidewalk, or road intersections;etc., the locations of the following items: ASTM resin specification D1784. All pipe shall meet requirements set forth in Federal Specification PS-22-70, with an appropriate standard dimension ratio. 3. Trenching and Backfill Under Paving 1. CONSTRUCTION OBSERVATION SCHEDULE (1) Connection to existing water lines. C. Except as noted in Section II-A-2, a & b, all requirements for non-pressure lateral line pipe a. Trenches located under areas where paving, asphaltic concrete or concrete shall be 1. The Landscape Contractor shall be responsible for notifying the Ci and State in advance for all (2) Connection to existing electrical power. and fittings shall be the same as for solvent-weld pressure main line pipe and fittings as set backfilled with sand (a laye+tourinches below the pipe and six inches above the pipe) and P �' g City (3) Gate Connection forth in Section II-A-2 of these specifications. compacted in layers to 90%. Trenches for piping shall be inspected by the Soils Engineer following observations according to the time indicated: (4) Routing of sprinkler pressure lines (dimension max. 100' along routing) prior to installing the pipes. All trenches shall be left flush with the adjoining grade. The a. Pre-Job Conference - 7 days. 5) Sprinkler control valves. 4. Gate Valves sprinkler irrigation Contractor shall set in place, cap and pressure test all piping under paving b. Pressure supply line installation and testing - 48 hours ( (5) Routing of control wiring. a. Gate valves 3"and smarter shall be 125 Ib. SWP bronze gate valve with screw-in bonnet, non- prior to the paving work. C. Automatic Controller installation - 48 hours. (7) Quick coupling valves. rising stem and solid wedge disc. b. Generally, piping under existing walks is done by jacking,boring or hydraulic driving, but d. Control wire installation - 48 hours. b. (8) , Other related equipment as directed by the Architect. Gate valves 3" and smaller shall be threaded ends and shall be equipped with a bronze hand where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and e. Lateral line and sprinkler installation - 48 hours. wheel. replaced by the Landscape Contractor as part of the Contract cost. Permission to cut or break I. Coverage test- 48 hours. Final observation - 7 da s b. On or before the date of the final construction review, the Landscape Contractor shall rtetiver C. Gate valves 3" and smaller shall be similar to those manufactures by Nibco or approved sidewalks and/or concrete shall be obtained from the 'C 4 5' No hydraulic driving will be g Y the corrected and completed "As-Built" sepia mylar or similiar myJar material to the City and equal. permitted under concrete paving. C. Provide for a minimum cover of twenty-four inches between the by of the pipe and the ttom 2. When Construction observations have been conducted by other than the City and State, show evidence of d. All ate valves shalt be installed per installation detail. rl %A when and b whom these observations were completed. Stale. Delivery of the relieve the Landscape Contractor of the responsibility of furnishing g of the aggregate base for all pressure and non-pressure piping installed under hQ ix• Y P required information that may be omitted from the prints. 3. No observation shall commence without as-bullt drawings. In the event the 5. Quick Coupling Valves d. For pipe layed within roadways refer to City Standard 120 "Trench Repair'. y 3. Controller Charts Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 Landscape Contractor calls for rr observation or without as-bunt drawings, without ro ntrofMr charts ere P.S.I. operable with quick coupler.Key size and type shall be as shown on plans. 4. Assemblies completing previously noted corrections, or without preparing the system for r Ci and State befo co preps Pediagrammatic. Install lines observations, a. Record drawings shall be approved by the City 9 Routing of sprinkler irri anon lines as Indicated on the drawings is b. Provide one controller chart for each controller supplied. a g P g C. The chart shall show the area controlled by the automatic controller and shall be the 6. Backflow Prevention Units and various assemblies to conform with the details shown on drawings. batt times the normal office hourly rate per hour plus transpDrtatfon cost nodal to maximum size which the controller door will allow. a. Backflow prevention units shall be of size and type indicated on the Irrigation drawings, Install b. Install no multiple assemblies on plastic lines. Provide each assembly with Its own outlet. portal for the Inconvenience No further InsDef;tlona will be scheduled until this C. Install all assemblies specified her d. The chart is to be a reduced drawing of the actual as-built system. However, in the event the backflow prevention units in accordance with irrigation constructions details. herein In accordance with respective detail. to absence of �t1Hl fle has been Wald. controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size b. Wye Strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh detail drawings or specifications pertaining to specific Items that will be readable when reduced. monel screen and shall be similar to Bailey "100B" or approved equal. required to complete work,perform such work in accordance with best standard practice with e. The chart shall be a black line or blue line ozalid print and a different color shall be used to prior approval of City and State.' rCAL�N_SIMIGATION SPECTICATIONS _ indicate the area of coverage for each station. 7. Check Valves d. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before Installation. I. When completed and approved, the chart shall be hermetically seated between two pieces of Anti-drain valves shall be of heavy -duty virgin PVC construction with F.I.P. thread inlet and outlet. Installation and solvent-welding methods shall be as recommended by the pipe and fittings plastic, each piece being a minimum 10 mils thick. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable manufacturer. These charts shall be completed and approved prior to final construction review of the against drawout from 5 to 40 feet of head.The anti-drain valve shall be similar to the Valcon "ADV or e. On PVC to metal connections, the Landscape Contractor shall work the metal connections 1.01 lrrigaton systems shall be'fumished and installed in accordance with the provisions in section 20-5 P PP P first. Teflon or roved equal shall be used on all threaded PVC to PVC, and on all 'Irrigation System' of the Caltrans standard specifications. , 0• � aPP e4 Y Pe irrigation system. approved equal. g g Y threaded PVC to metal joints. Light wrench pressure is all that is required.Where threaded 4. Operation and Maintenance Manuals 8. Control Wiring PVC connections are required use threaded PVC adapters into which the pipe may be 1,02 Permitter shall comply with the requirements of tho Service Water Company concerning watering hours Prepare and deliver operation and maintenance manuals as follows: a. Connections between the automatic controllers and the electric control vales shall be made welded. with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire and possible restrictions during the drought condition. a. Catalog and parts sheets on every material and equipment installed under this Contract. from each automatic controller. Common wires shall be white with a different color stripe for 5. Line Clearance b. Guarantee statement. each automatic controller. Install in accordance with valve manufacturer's specifications and All tines shall have a minimum clearance of six Inches from each other and twelve (12) inches es from fin1.03 Test all pressure lines 'under hydrostatic pressure of 150 pounds per square inch and prove water tight C. Complete operating and maintenance instructions on all major equipment. wire chart. In no case shall wire size be less than N14. of other trades. Within the exception of the control wire sleeves, which shall be installed adjacent to per Cal Trans Section 20-s.03G. d. In addition to the above-mentioned maintenance manuals, provide the city's representative b. Wiring shall occupy the same trench and shall be installed along the same route as pressure pressure supply line. Pargllel lines shall not be installed directly over one another. with instructions for major equipment and show evidence in writing to the City and State at ft supply or lateral lines wherever possible. 6. Automatic Controller conclusion of the project that this service has been rendered. C. Where more than one (1) wire is placed in a trench, wiring shall be taped together at intervals a. Install controller in a vandal proof enclosure. When Installed in an outdoor location. of fifteen (15) feet. b. Install as per manufacturer's instructions. Remote control valves shall be connected b 5. Equipment to Be Furnished pa p ( ) P d. An ex nsion curl shall be provided within three 3 feet of each wire connection. Expansion controller in numerical sequences shown on the drawings. Supply as a part of this Contract the following tools: curl shall be of sufficient length so that in case of repair, the valve bonnet may be brought to C. Automatic controllers shall be of size and type shown on the Plans. the surface without disconnection of the control wires. Control wires shall be laid loosely in d. Final location of automatic controllers shall be approved by the City's authorized a. Two sets of special tools required for removing, disassembling and adjusting each type of trench without stress or stretching of control wire conductors. representative. sprinkler and valve supplied on this project. e. All splices shall be made with Scotch-Lok #x3576 Connector Sealing Packs, Rainbird snap-lite e. Unless otherwise noted on the plans, the 120 volt electrical power to the automatic controller b. Two five-foot valve keys for operation of gate valves. wire connector, or approved equal. Use one splice per connector seating pack. location to be furnished by others. The final electrical hook-up shall be the responsibility of C. Two keys for each automatic controller. f. Field splices between the automatic controller and electrical control valves will not be allowed the irrigation contractor. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve without prior approval of the City and State. Installed. 7. Remote Control Valves g. Automatic Controllers Install where shown on drawings and details. When grouped together, allow at bast twelve Inches The above-mentioned equipment shall be turned over to the City at the conclusion of the project. Before a. Automatic controllers shall be of size and type shown on the Plans. between valves. Install each remote control valve in a separate valve box. final construction review can occur, evidence that the City has received material must be shown to the b Final location of automatic controllers shall be approved by the Owner's authorized 4r City and State. representative. 8. Flushi gt System a. After all new sprinkler pipe lines and risers are in place and connected, all necessary C. Unless otherwise noted on the plans, the 120 volt electrical power to the automatic controller D. PRODUCT DELIVERY, STORAGE AND HANDLING location shall be furnished by others. The final electrical hook-up shall be the responsibility of diversion work has been completed,and prior to installation of sprinkler heads the control the irrigation contractor. valves shall be opened and a full head of water used to flush out the system. OESCRtPTiOfV OF REVISION DATE CITY Handling of PVC Pipe and Fittings: The Landscape Contractor is cautioned to exercise care in handling, d. Automatic Controllers (installed in outdoor locations) shall be installed in a vandal-proof b. Sprinkler heads shall be installed only after flushing of the system has been accomplished to APPROVTD loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle enclosure as called out on the plans. the complete satisfaction of the City and State. which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external Electric Control Valves 9. Sprinkler Heads CITY OF RANCHO CUCAMONGA load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, 10. shall be replaced with new piping at no additional cost to the owner. a All electric control valves shall have a manual flow adjustment. a. Install the sprinkler fpada as designated on the drawings.Sprinkler heads to be installed in b. Provide and install one control valve box for each electric control valve. this work shall be equivalent in all respects to those itemized. E. GUARANTEE C. AN electric control valves shall be the same size and type shown on the drawings. b. Spacing of heads shall not exceed the maximum indicated on he drawings. In no case shall MASIPLAZA 11. Control Valve Boxes the spacing exceed the maximum recommended by the manufacturer. The guarantee for the sprinkler irrigation shall be made in accordance with the form shown below. A copy a. Use 9 by 24 inch round box for aft gate valves,CW15'ry or approved equal. FOOTHILL 6OULEVARD MEDIANS of the guarantee form shall be included in the operations and maintenance manual. The guarantee form b. Use 9-1/2 by 16-by 11-inch rectangular box for all electrical control valves, D. TEMPORARY REPAIRS , shall be re-typed onto the Landscape Contractor's letterhead and contain the following information: C442-iSTY or approved equal. T*'G 4 g" reserves the right to make temporary repairs as necessary to keep the sprinkler system IRRIGATION S P E C I F1 G A 110 N S 12. Sprinkler Heads equipment in operating condition. The exercise of this right by the'Cd5 shall not relieve the Landscape a. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation Contractor of his responsibilities under the terms of the guarantee as herein specified. with the diameter (or radius) of throw, pressure, and discharge as shown on the plans and/or THE SCANDFFi ) COMPANY specified on these special provisions. - b. Spray heads shall have a screw adjustment. `�,NDSC,�,, APPROVED BY- - DAT C. Riser units shall be fabricated in accordance with the details. 24953 d. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the _ �0 pE F7�c CITY ENGINEER RC.E NO. sprinkler. h S DESIGN PETER D. BRAND6W • AIA • ASLA r1ECommENDED R.1.D. A ASSOCIATES -/ 13. ng Gill: LANDSCAPE A RC MITE CTS a. Sleeving under paved areas for mafnflne, lateral Ones and control wiring shall be Sch. 40 UC 2916 p.v.c. or approved equal. ALL REFERENCES IN THESE SPECIFICATIONS THAT READ CiTY OF RANCHO ; DRAWN SANT S.W. BIRCH STREET SUITE 102 SHE[ R.LD• CA 92707 �7 � 1 O`, CUCAMONGA" ARE AMENDED BY THIS NOTE TO READ "CITY OF RANCKO b. 5leem!n to C&-TF4W6 1I.O.W. �l'tal( be pev CAI.TR �i'a�l�avd�. -= 714.261 -6066 SANTA ANA HEIGHTS • dv ht 1�wo. �,vo�, ouetr. j �.�� c�EcKED �14.2e t •eoee FAX 714-261 -6106 4 DltArriNG NO CUCAMON(iA AND STATE OF CALIFORNIA DEPARTMENT OF f '1 f 0 _ PC E No Z� TRANSPOATATiON C CAl`F JVD oATt FILE No [- PROJECT SHEET NO.'f SOF SO r PLANT LIST AND PLANTING SPECIFICATIONS PLANT PLANT ' QUANTITY HOLE SIZE BASIN IRON SOIL COMMERCIAL PLANTING LIMITS GROUP NO, SYMBOL BOTANICAL NAME COMMON NAME SIZE EACH TYPE SULFATE AME D FERTILIZERO MULCH STAKING MINI" DISTANCE (FT) FROM I ON REMARKS D I 1. DEPTH O I PLANT I TRvO styPWT FERC MALL D I T H D I TC (FT) A 1 BACCHARIS PILULARIS 'TWIN PEAKS' COYOTE BRUSH 1Gal. 60 2 2 1 1/2LB 1/2L6 1.5CF 20 25 20 20 22 6 SHRUB K 2a LAGERSTROEMIA INDICA (SHELL PINK) CRAPE MYRTLE BOX 7 36' 48' © 4CF 2LB 1 LB 4CF © 30 15 15 15 15 15 15 TREE O APPLICABLE W14EN CIRCLED# NOTES UNDERLINED PORTIONS OF BOTANICAL NAME INDICATE OI -OUANTITIES SHOWN ARE "PER PLANT" UNLESS ABBREVIATIONS USED ON PLANTING PLANS SHOWN AS SOYD OR SOFT APPLICATION RATES ®-SUFFICIENT TO RECEIVE ROOT BALL 3 -DOES NOT APPLY TO MULCH AREAS -AS SHOWN ON PLANS PLANT LIST UNLESS OTHERWISE SHOWN ON PLANS SEE DETAIL SEE SPECIAL PROVISIONS ••• cu 11/92 APPENDIX PLANT LIST L I LAG IND LI 7 LAGERSTROEMIA INDICA (SHELL PINK) 24' BOX CRAPE MYRTLE BOULEVARD EVENLY MATCHED STANDARDS FOOTHILL Q p •.'. �. . ..• ..- �. �... . .. i ,.� • 67 00 66 00 8900 In1 JO 00 91 00 91468.62 R68w62 T W W ,Z VJ w BAC PIL w — w 60 BACCHARIS PILULARIS 'TWIN PEAKS' z 1 GAL. COYOTE BRUSH O J 1 GAL. AT WO.C. ' I TRIANGULAR SPACED HOLD 3' P,..O. W. rLAHTING 15HOW f=or feEFEK>PNCE ONL_' ' Q CLEAR FROM EDGE OF HARDSCAPE - - - \ 0 Z CAL TRANS ST TE R.O.W. i CAL TRANS STATE R.O.W. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L]i Q E 1 I —1 I ❑ r��4,tssssssssssssasss...i.�_-�_-��, El O ---------- ---------------, 1 1 I ' El1 1 I CDI I I , I ' ..................... SITE INFORMATION SHOWN i FOR REFERENCE ONLY 1 El0 0 T' 1 I0-di 1 , I , 1 0021 �,-� 1 I ; El ❑ ❑ ❑ TREE LEGEND GROUNDCOVER LEGEND NOTE: CALTRANS NOTE: SYMBOL BOTANICAL/COMMON NAME QTY SIZE REMARKS BACCHARIS PILULARIS 'TWIN PEAKS' MALE ONLY ALL TREES HAVE BEEN PROCURED AND ARE AVAILABLE 1, SHRUBS AT MATURITY SHALL NOT BE CLOSER THAN 2' CITY FROM BEHIND CURB OR 1/2 DIAMETER OF MATURE GROWTH DESCRIPTION OF REVISION DATE APPROVED COYOTE BRUSH FROM THE LANDSCAPE ARCHITECT, FROM HARDSCAPE EDGES, WHICHEVER IS FURTHER. LI LAGERSTROEMIA INDICA 7 24'BOX 15'MIN. O.C. OTE: 1 GAL. TRIANGULATE AT 6'-0' O.C. PETER D. EES SHARANDOW AIA, ASLA CT THE CITY OF RANCHO CUCAMONGA STREET TREES SHALL BE SUBJECT TO THE INSPECTION CRAPE MYRTLE SPACINGHOLD 3'-0` FROM EDGE OF AND APPROVAL BY THE CITY BEFORE PLANTING. 2. MEDIAN TREE LOCATION SHALL BE SUBJECT TO STATES (SHELL PINK HARDSCAPE REPRESENTATIVES AND MAST P (S L ) CITY INSPECTOR APPROVAL. LAZA TRIBES SHALL BE PLANTED A MINIMUM OF 2.51 ��`��°��'�=�•��`��°��`�:�� BEHIND CURB. FOOTHILL BOULEVARD MEDIANS USE A 4' THICK COVERING OF 'COARSE GRIND' QUANTITIES SHOWN ON THE PLANT LEGENDS ARE FOR I 3. PLANT TABLETS ARE TO BE PLACED 2' FROM THE SIDE SHREDDED MULCH AS MANUFACTURED AND ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR OF THE ROOT ZONE AND 4' BELOW THE GROUND. SUPPLIED BY BLUE RIBBON NURSERIES, ORANGE, CA. PLANT MATERIALS INSTALLED SHALL BE GOVERNED , PLANTING PLAN (714)633-3666, OR CITY APPROVED EQUAL. BY THE INDICATED PLANT SPACING. NOTE: CONTRACTOR SHALL SUBMIT A SAMPLE PRIOR TO PURCHASE FOR APPROVAL TO THE CITY & STATE INSPECTOR, SEE DETAIL F. SHEET 9 O `NNDSC,gpF APPROVED BY: G� DATE CITY ENGINEER � , ^' RC.E N0. 24=5.,3 \, DESIGNPETER D. BRANDOW AIA • ASLA RECOMMENDED -- v R.I.D. & ASSOCIATES � �-�j• UC. 2916 —' L A N DSC A P E A R C H ITE C T S ` DRAWN 20301 S.W. BIRCH STREET • SUITE 102 SHEE 0 20 40 60 R.I.D..- „ - SANTA ANA HEIG N_ 714'261 •6066 . FAX 714.26196064 OF 1 O SCALE 1' 20'-0' r9jF0 CA ��\ CHECKED _ _ RCE NO DRAWING NO ' -INp DATE — FILE NO PROJECT SHEET NO.ySOF,sO R SEE NOTE STORM DRAIN NO. 3 MIN. — '•! �'�_� ONE HALF OF SPACING I NOTES: WALK UTILITY LIMIT OF PLANTER AREA REQUIREMENT Z L 1. REMOVE NURSERY STAKES J I O Y \I� 2. STAKES TO BE PLUMB AND PARALLEL. �/ TIGHTLY COMPACTED 3" BERM TO FORM = D I 1 3. STAKE TREE PERPENDICULAR DEPRESSED WATERING BASIN. Q TO PREVAILING WIND. (SEE BASIN TYPE If DETAIL "I", THIS SHEET) CURB AND GUTTER--" METER 10' 5' 4. PLACE FERTILIZER TABS PER 4" COARSE GRIND SHREDDED MANUF. RECOMMENDATIONS IN MIN. MIN. PLANT CONTAINER PRI LA E OR TO • �� MULCH. yy i PUNTING FOR OBSERVATION T \ \ l 1 PURPOSES. N \ ' W E TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW S FLEXING OF THE TREE. BUT NOT SO LOW AS TO LOSE HEAD OF TREE WHERE v SUPPORT OR ALLOWSPECIES GROWTH HABIT PERMITS. I=III=III=I I III -I I I—I 10 I_ JP THE HEAD TO DROP.—Awl-4 ROP. w MAIN TRUNK ' ' I I—III III—III ROOT BALL SIDEWALK-II—III_ I I (2) SETS OF CINCH TIES SPACED 24" =III I I III--II _ R — — — — — — LaAPART, ATTACH WITH GALVANIZED =1 �: SCREWS TO 8' LODGE POLES. I I I III-- J EOUA 12' MAXI 2' DIA. LODGE POLE PINE STAKES -I I FH0 �:o S.L. WITH WOOD PRESERVATIVE STAIN, UNDISTURBEDDRIVE A MUM SOILOF 9' INTOAND POSITION 10 1=1 i I (— I ZDRIVE APPROACH ] O. �9 PLANT PIT TO BE (2) TIMES THEQ < STAKES OUTSIDE ROOT BALL -I I I-III--III-III-III _III III• ARBOR GUARD IN TURF AREAS ANo i-III=III-1 I 1=III=III=III=1 I :I I WIDTH OF THE ROOT BALL. FRONT YARDS. CURB AND GUTTER -III-III-III=III=11 I-III•I I-I I I I : 55' 5' 10' 10' _ _ _ FERTILIZER TABS PER MANUF, MIN. MIN. IN. MIN. TIGHTLY coMPACTE:D r BERM TD FORM I I-I 11=1 I I-1 I I-III=III-I _I - RECOMMENDATIONS. s• OR LESS WATERING BASIN FOR RESIDENTIAL AND -III=III=III=1 I I-I I I-1 I I= -I I I= UNDERGROUND NOTE: REOUIRES ROOT BRIER GROUND COVER INSTALLATIONS. LOCATEi I-1 I 1-1 1 1-1 1 1-1 1 1-1 1 1—I 1 1— 1-1 11— STRUCTURE a9 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL PLANT PIT. BERMS IN TUR AR�iO BE REMOVED PRIOR TO CITYF NATIVE BACKFILL WITH NO CATCH BASIN SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON BACKFILL NATIVE ACCEPTANCE, ROCKS GREATER THAN 3" TRANSFORMER VAULT. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. % FKf// DIAMETER. -- _ jDEEP 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR ' SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER C i II «ff UNDISTURBED NATIVE SOILSHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING No. 4 WASHED GRAVEL FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. NOTES:ROOT BALL ROOT CONTROL BARRIER NOTES: OR APPROVED EouAL. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE * 1 . TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES T — OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE I y�• I=1I1=_111=111=1 ►— \ NATIVE BACKFILL WITH No 2. PLACE FERTILIZER PER MANUF, RECOMMENDATIONS IN PLANT 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT LEGEND ARE ESTIMATES ONLY. \% I III II_ . T- ROCKS CREJATER THAN DIA CRITERIA AS APPROVED BY TRAFFIC ENGINEER. =ITI CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. I I-i IU-77711 - J-I 11=1 I I— I I I I� I-1 1=Ti— NATIVE SOIL UNDISTURBED 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS THE FIRST TWICE ROOT BALL WIDTH I TWO PARKWAY TREES AT ALL APPROACHES TO BE PLACED BEHIND SIDEWALK. CITY OF RANCHO CUCAMONGA, CALIFORNIA A APPROVED BY; DOUBLE STAKED TREE STANDARD PLAN B CI � OF �NCHOCUCAMONGA, CALIFORNIA C CITY OF RANCHO CUCAMONGA, CALIFORNIA D CITY OF RANCHO CUCAMONGA, CALIFORNIA 15 GAL — 24" BOX APPROVED BYE STANDARD PLAN APPROVED BY SHRUB AND GROUND COVER STANDARD PLAN 502 PPROVED BY: STANDARD PLAN C TE ENGINEER DATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I DT' I CONTAINER PLANTING _ TREE PLACEMENT 510 SPACING 511 506 CITY ENGINEER SH CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTE: ROOT CONTROL BARRIER WILL NOT BE REQUIRED R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR Puetic WORKS CONSTRUCTION SHEET 1 OF I R.C.E. 24953 SHEET I OF 1 R.C.E. 24953 SHEET 1 OF I 3" �� ' SLOPE FINISHED GRADE 2911 PAVER ,TO C.L. OF MEDIAN ROUNDED EDGE (BOTH SIDES OF MEDIAN) ',� ##3 RCbAR GONTIPIUOUS N if PAVERS BY PERMA CONCRETE 12490 DAY STREET RIVERSIDE CA 92506 47 OF COMPACTED COARSE GRIND PAYERS BY PERMA CONCRETE :'•IF�a ::: C N (711)-65)-1187 WOOD FIBER MULCH. 12490 DAY STREET RIVERSIDE CA 92SOO 4 5HRE00E:0 MULCH (714)-653-1187 HAROSCAPING/ CONCRETE FIN15H GRADE + e •� HEADER FINISH GRADE 1 ORIGINAL SOIL TO BE Z 261. IL REMOVED TO ALLOW 4" 1RILCH e • '� 26" I''be� HERRINGBONE PATTERN o o 4. all*P. b " b" A4j ORION COLOR BURST 11 2 CONCRETE CURB- 1 2" L 20" 00316 ale 6" SEE PLAN 1% o,w NERRINGBOND PATTERN CONCRETE CURB — --- 1� CONCRETE CURB J B �Sls I'7o ORION COLOR BURST 0 2 DEEP SAND C CRETE LI R.. o• 1�----�4• SHREDDED MACH > s ' - �- __--illi i i i�„ I I - I alil!I� �� • - •' 'O' O Q � v • :: � s Z s N � •• - �I' �,i�i Illli � I H(II� � --- •� • . o ...�� I o�x� ty►� M G H = v p D I \ - —♦ flN15H GRADE —III_III—III—III—III—_III=III=III_ CONCRETE 0-0eG - ` 4- THICK CONCRETE A"E NATIVE SOIL –III—t I I—III—III FINISH GRADE 4" SHREDDED MACH NATIVE SOIL COMPACTION TO 905 CRO See Detail 'F', �N��•OV ShOVEL CUT EDGE COMPACTED This Sheet NATIVE SOIL MEDIAN SECTION PAVER INSTALLATION TU __< '3.1 PRIVATE MAINTENANCE AREAS F S:1 NOTE: PAVERS WITHIN THE MEDIAN NOSE AREA A4= SHALL SLOPE 196 TOWARD PAVEMENT TURF AND GROUND COVER 27 MIN NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. TCITYOP OF BASIN j" DESCRIPTION OF REVISION GATE APPROVED PUBLIC RIGHT—OF—WAY AND 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND ABOVE FINISHED CRADE MAINTENANCE AREAS INTO EDGES AT GROUND COVER AREAS. FIN GRADED TOP OF ROOT BALL I" CITY OF RANCHO CUCAMONGA 3. MOISTEN MULCH AFTER INSTALLAT40N TO ASSIST IN COMPACTION. GRADE ABOVE FINISHED GRADE MULCH MASI PLAZA -`� - - - - ------ FOOTHILL BOULEVARD MEDIANS BOTTOM OF FINISHED GRADBASIN AD BELOW FINIE ROOT BALL 24" DIAMETER PLANTING SL CONSTRUCTION DETAILS SECTION OR %pNIDSC4 APPROVED BY: DATE —•� 6 E CITY OF RANCHO CUCAMONGA, CALIFORNIA F CITY OF RANCHO CUCAMONGA, CALIFORNIA p,N DESS, ��' (FLAT AREA) �� q CITY ENGINEER _ RC.E N0. 24._._.. DESIGN PETER D. BRANDbW . AIA • ASLA RECOMMENDED PROVED BY• STANDARD PLAN APPROVED BYE STANDARD PLAN R.I.D. & ASSOCIATES - j ALLOWABLE GRADES MULCH INSTALLATION c UC. #2916 L A N D S C A P E A R C H I T E C T S 536 512 DRAWN 20301 S.W. BIRCH STREET SUITE 102 SHIE[ CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER r R.I.D. SANTA ANA HEIGHTS I G H T S • C A T 2 10 7 R.C.E. 2 4 9 53 1 � J 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C A L T R A N S DETAIL 9 OF O R.C.E. SHEET 1 OF 1 ff, /� � � 714.261 .6066 • FAX 714.261 .6061 BASIN TYPE II9t CHECKED DRAWI//N//G NO E Cf CA1.�E� a c E No J AD DATE FILE NO L PROJECT SHEET NO.�?OF SQ LANDSCAPE CONSTRUCTION 9. STAKING MATERIALS 22. MAINTENANCE 1. SCOPE A. Tree staking shall be as per detall. A. Contractor shall maintain a sufficient number of men and adequate equipment to perform the The work a this section includes all labor, materials pert and equipment required to c best to the B. Ties for holding trees shall be as per detail. work herein specified. Plant maintenance work shall consist of applying water, weeding,caring work indicated on drawings. The work shall be performed in accordance with the best for pants, including groundcovers,shrubs and trees, aerating,fertilizing and control of pests and standards of practice relating to the various trades and under the continuous supervision of a 10. GRADING AND SOIL PREPARATION diseases. competent foreman, capable of interpreting the drawings and these specifications. B. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or A. Contractor is to finish grade to within 1/10th of a foot or 1below paving where paving exists. foot traffic shall be filled with topsoil, leveled, and replanted. Exterminate gophers and moles, The work included in this section Is as follows: B. Moisture Content- The soils shall not be worked when the moisture content is so great that and repair damage(require PCA recommendations). excessive compaction will occur, and not when it is so dry that dust will form in the air or that C. The entire project shall be maintained for a period of 180 days commencing from the time all Finish grading for planting,soil preparation,fertiftzation, planting, maintenance,inspection and clods will not break readily. Water shall be applied if necessary to provide ideal moisture items of work have been completed to the satisfaction of L.A., and City and State. certifications, guarantees,clean-up, staking, miscellaneous allowances. content for tilling and for planting. D. The project shall be cared for in a neat, clean condition at all times to the satisfaction of City, C. Preliminary Grading- Preliminary Grading shall be done in such a manner as to anticipate the State and LA. 2 APPROVALS finish grading Excess soils shall be removed or redistributed before application of fertilizer and mulch. Where soil is to be replaced by plants and mulch, allowance shall be made so the when 23. SOIL AMENDMENTS sprinkler work shaft and P start o/anyfinish grading has begun,there shall be no deficiency in the specified depth of mulched planting S. Prior to excavation for planting or placing of stakes, locate all utilities, electric cables, conduits, beds For turf and ground cover planting,the following amendments should be unifonTtly broadcast sprinkler lines, heads,valves, and valve control wires, and all utility lines so that proper D. Weeding- Before and during preliminary and finish grading,all weeds and grasses shall be dug and thoroughly incorporated to a minimum 6' depth by means of rotoriller of equal: precautions may be taken not to damage such improvements. In the event of a conflict between out to the roots and disposed of off site (except those weeds and grasses not of the perennial Amt./1000 Square Feet such lines and plant locations, promptly notify the City and State inspectors who shall arrange type, less than 2-1/2' high and not bearing seeds, which may be turned under). Oats more than 6 cu. yds. Nitrogen stabilized organic amendment derived from Redwood Sawdust, Fur Sawdust, for relocation for one or the other. Failure to follow this procedure places upon Contractor the 2-1/2' high and not bearing seeds may be turned under. Perennial weeds and grasses to be or Cedar Sawdust. responsibility for, at his own expense, making any and all repairs for damages resulting from removed include, but are not limited to, the following: 15 lbs. 12-12-12-commercial fertilizer. work hereunder. The backfill mix for use around the rootball of container-grown trees and shrubs should be Nut Grass Puncture Vine Dallas Grass prepared as follows: & 01JANTITIES AND TYPES Mustard Plant Alfalfa Johnson Grass 6 parts by volume on-site soil. Wire Weed Morning Glory St. Augustine Grass 4 parts by volume Nitrogen stabilized organic amendment. Plant materials shah be famished in the quantltfes and of spacing a shown or noted for each location and shall be of the species, kinds, sizes, etc., as symbolized and/or described in the 'Plant Material E. AM areas shall be scarified to a 1 Ib. 12-12-12nSul per cu. yd. of mix. planting depth of 12 inches below grade with the spacing of the 2 lbs. Iron Sulfate per cu. yd. of mix. Legend',as indicated on the drawings. The LA. has prepared this list only as a convenience to ripper teeth no greater than 12 inches on center prior to placing conditioner and fertilizers. All Contractor and assumes no responsibility for its accuracy. The Landscape Contractor is to verify all rock and debris more that 2' in diameter shall be removed from the site. The above materials should be thoroughly blended prior to use for backfill purposes. sizes and quantities. F. Trenches- If sprinkler system is installed after grading and fertilizing is completed,the upper portion of the backfill shall be retitled and fertilized to the depth specified for the area required, For bid purposes,apply soil amendments per lab report provided by Lewis Homes. 4. VERIFICATION OF DIMENSIONS AND QUANTI I IES to conform to the specifications. Dimensions are approximate. Before proceeding with any work, Contractor shah verily all dimensions Lab work performed by soil and plant laboratory, Inc., Santa Ana Office (714) 553-8333,Lab 13. PLANTING OF TREES � #E98125 on 3/27/87 for Lewis Homes, Terra Vista. and quantities and shall immediately inform LA., City and State of any discrepancies between the drawings and/or specifications and actual conditions. No work shall be done in any area where there is A. Position plants in locations indicated on drawings and secure approval before excavating pits, 24. GROUNDCOVERS AND SHRUB AREA MAINTENANCE such a discrepancy until approval for same has been given by LA., City and State. making necessary adjustments as indicated. B. All pits for trees shall be dug square,with bottoms level to depth of rootball and the length of A. Water- New planting shall be watered once per day for two (2) weeks after installation. Reduce 5. INSPECTION sides equal to two times the diameter of the tree ball. Compacted soils at sides and bottoms watering to every other day for the next two (2) weeks. Water thereafter three (3) times per shall be loosened by scarifying or other approved method. Pits shall be backfilled with week until final acceptance. A. AN inspections shall be made by LA., City and State. Contractor shall request inspection at B. Fertilization - Fertilize three (3) weeks after planting with 5 pounds 16-6-8-per 1,000 sq. ft. least two 2 days advance of the time inspection is required. prepared soil to the required grade, and the balance of the pit filled with prepared soil', ( ) aY P� eq Fertilize thereafter every thirty (30) days. B. Inspection will be required for the followingits of the work: thoroughly settled by water application. C. Set plants in center of pit, and in a vertieal position, so that crown of ball will be level with finish C. Disease and Pest Control - For control of slugs and snails, apply pelletized tricalcium arsinate (1) During finish grading and soil preparation, grade after allowing for watering and settling and shall bear the same relationship to the finish 5% by weight and metaldehyde 5% by weight as per manufacturer's recommendations two (2) (2) Plants, after delivery to site and prior to planting. grade that it did to the soil surface in the container. weeks after installation. (3) When vines, shrubs, and trees are spotted for planting,but planting holes are not D. Prepare depressed water basin as wide as plant balls at each plant. Water thoroughly, excavated, backfilling any voids with additional prepared planting mix. See Caltrans Basin II Detail. For control of cutworms and other soil insects, apply Metro brand soiidrin as per manufacturer's (4) Specimen trees at source, before delivery. recommendations two (2) weeks after installation. This product contains Dieldrin, Lindane and (5) Planting areas prior to planting. Phosphorothioate. (6) All landscape construction items, prior to the start of the 180 calendar day maintenance 14. PLANTING SHRUBS,AND GROUND COVERS period ('Final Inspection'). A. Shrubs shaft be planted in pits two times the width of their bat of earth and to a depth of the Exterminate gophers and moles and repair damage. Requires PCA recommendations. m At completion of 180 calendar day maintenance period ('Final Maintenance Inspection'). D. Pruning- Al shrubs and trees shall be pinch pruned as necessary to encourage new growth and grade with prepared soil and thoroughly settled by tamping and watering. bottom of the ball. When the plant has been property set, the pit shall be filled to the required (8) Inspection reports shall be made for each inspection by the LA. and one copy shall be to eliminate rank sucker growth. Old flowers, and dead foliage and limbs shall be removed. No submitted to City, State and Contractor. B. Prepare a depressed water basin as wide as plant balls at each plant. Water thoroughly, major pruning shall be done without the approval of the city and state maintenance inspectors. backfilling any voids with additional prepared planting mix. See Caltrans Basin II Detail. E. Weeding- All planting areas including lawn, groundcover and shrub areas shall be kept weed- s. CERTIFICATION C. Ground Covers free at all times. Weeds shall be dug out by the roots and disposed of off site. Prior to job acceptance,written certifications shall be submitted to the City, State and LA. for the (1) Pits for flat sized plants to be at least 6'x 6'x 60. Ground cover areas shall be Upon completion of the 180 day maintenance period, the Contractor shall fertilize per #f24 moistened prior to planting. No flat plants shall be planted in dry soil. following: (2) Set plants in center of pits so that crown of plant will be level with finish grade Groundcovers and Shrub Area Maintenance of these specifications. after settling of soil, then backfill and water. 25. GUARANTEE AND REPLACEMENTS A. Quantity and Quality of Commercial Fertilizer and Organic Fertilizer. (3) Flatted plants shall be well-rooted with runners at least 4' but not more than 6' B. Quantity and Quality of all Soil Amendments called for by Plans and Specifications. (3) length. A. All shrubs and groundcover shall be guaranteed by Contractor as to growth and health for a 7. MATERIALS 16. CARE OF PLANTS BEFORE AND DURING PLANTING period of ninety (90) days after completion of the specified maintenance period, and/or final acceptance by the City and State. All trees up to 20' box size shall be guaranteed by Plant materials indicated on drawings and herein specified shall conform to the following: Plants shall not be allowed to dry out before or while being planted. Keep exposed roots moist by Contractor to live and grow in an acceptable upright position for a period of six (6) months after means of wet sawdust, peat moss or burlap at all times during planting operations. Do not expose roots completion of the specified maintenance period, and/or final acceptance by the City and State. A. Nomenclature- Plant names indicated on the drawings conform the'Standard Plant Names' to the air except while being placed in the ground. Wilted plants, whether in place or not, will not be Trees in 20' boxes or larger, and all field grown specimens shall be guaranteed by Contractor to established by the American Joint Committee on Horticulture, except for names covered therein, accepted and shall be replaced at the Contractor's expense. live and grow in an acceptable upright position for a period of one (1) year after completion of the established custom of the nursery is followed. the specified maintenance period, and/or City and State acceptance. B. Condition- Plants shall be symmetrical,typical for variety and species, sound, healthy,vigorous, 17. WATERING BASINS B. All plants that show signs of failing growth at any time during the life of the Contract, including free from plant disease,insect pests, or their eggs, and shall have healthy, normal root systems, the maintenance period or those plants injured or damaged as to render them unsuitable for the well-filling their containers, but not to the point of being root bound. Plants shall not be PRUNED A. Construct a firmly compacted mound of soil around each tree and plant to form a watering purpose intended, shall be immediately replaced in kind and size at the expense of the AT ANYTIME, and in no case shall trees be topped. basin at the edge of and following the shape of the planting pit area. Mounds for trees and for Contractor. C. Dimensions- The height and spread of all plant material shall be measured with branches in vines from 5-gallon, or larger containers, otherwise specified shall be at least 2' high. Excavated C. Contractor shall, within 5 days notice by the City and State remove and replace all guaranteed their normal position, and shall be as indicated on the drawings. The caliper of all trees shall be earth, if capable of retaining water, may be used. Any settlement within the basins retaining plant materials which for any reason fail to meet the requirements of the guarantee. measured 4'-0' above the surface of the ground. Where caliper of other dimensions of any plant water shall be refilled to the required grade with prepared soil, and additional nitrogen stabilized Replacement shall be made with plant material as indicated or specified for the original planting, materials are omitted for the'Plant Legend', it shall be understood that these plant materials sawdust worked into the surface as required to restore the mulched condition. and all such replacement materials shall be guaranteed as specified for the original guaranteed shall be normal stock for type listed. B. At the end of the 180 day maintenance period all watering basins in lawn areas shall be leveled materials. D. Inspection- All plant materials must have been previously inspected at the nursery by the to finish grade and the area shall be sodded with the specific sod. D. All plant materials shall be guaranteed against poor materials and/or workmanship for a period County Horticultural Department,and shall be subject to the inspection and approval of the LA. C. Refer to Caltrans Basin II Detail. of one year after City and State acceptance. Replacements shall be made at no cost to the City. before planting. E. Plant List - Is indicated on drawings. 1a. WATERING F. Sizes of Plants- Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15- 26. CLEAN-UP gallon) shall have been grown in containers for at least one (1) year, but not over two years. A. Immediately after planting,water shalt be applied to each tree by means of a hose. The water Upon completion of the work in this section, Contractor shaft remove aft rubbish,trash and debris G. Substitutions- Substitutions for the indicated plant materials will be permitted provided the shall be applied in a moderate stream in the planting holes until the material about the rogts is substitute materials are approved in advance by the LA. City and State and the substitutions are completely saturated form the bottom of the hole to the top of the ground. resulting from the operations, remove disused equipment and implements of service, leave entire area made at no additional cost to the }��, Except for authorized variatins, all substitute plant involved in a neat and acceptable condition such as to meet the approval of the City and State. B. Plants which cannot be watered efficiently with the existing water system shall be watered by materials shall conform to the requirements of these specifications. H the accepted substitute means of a hose. materials are of a less value than those indicated or specified,the Contract price will be adjusted C. Apply water in sufficient quantities,and as often as seasonal conditions require,to keep the in accordance with the provisions of the contract. ground moist at all times, well below the root system of planting. Care is to be taken in watering H. Plants Not Approved- Plants not approved are to be removed from site immediately and slopes so as not to cause erosion damage, replaced with suitable plants. The LA. and City and State reserves the right to reject entire lots of plants represented by defective samples. � D. Following the planting of ground cover plants famished in flats, each plant shall be immediately and thoroughly water by means of a hose with a slow-running stream of water. a. FERTILIZERS AND SOIL CONDITIONERS 19. TREE STAKING NOTE: CONCRETE Samples of all soil amendments,sod and plants shaft be submitted for inspection and stored on the site Stake all non-guyed trees at time of planting by placing stake outside rootball. Tree staking per detail. For concrete information refer to the standard specifications for public works construction until furnishing of materials is completed. Delivery may begin upon approval of samples or as directed (Green Book: Edition per the City of Rancho Cucamonga). Refer to sections 4, 201, 303, and by LA., the City and State. 20. CERTIFICATES 400, as well as any other sections related to the installation pre and post installation of concrete A. Organic fertilizer shall be processed sewage sludge with minimum content Of 1% Nitrogen and work, materials labor, and clean-up,the standard specifications for public works construction is In addition to a other certificates specified,Contractor shaft furnish a certificate with each delivery of available from: 2% Phosphoric Acid similar to 'Nitrohumus'. Method of processing shall not destroy normal any p ry BNI Building News bacterial content. bulk material, stating the source, quantity, and type of material and that the material conforms to the B. Nitrogen stabilized sawdust shall be bulk, with the following nitrogen content based on dry specification requirements. For bulk delivered organic fertilizer, the certificate shall also state the 3055 Overland Ave. weight: volume, net weight, percent of nitrogen and percent of Phosphoric Acid. For each fertilizer and soil Los Angeles,Calif 90034 (310) 202-7775 CITY DATE conditioner, in containers,a similar certificate or invoice shall be furnished stating total quantities by DESCRIPTION OF REVISION APPROVED 0.5%for Redwood Sawdust weight and volume for each material. These certificates shall be submitted to the L.A. , City and State 0.7%for Fir Sawdust prior to the start or the maintenance period. CITY OF RANCHO C U CA M 0 NGA M A S I PLAZA 1.0%for Bark or Pine Bark or Mixture Salinity-The saturation extract conductivity shall not exceed 3.5 miflimhos per/cm at 25C. 21. PROTECTION Contractor shall carefully and continuously protect all areas included in the contract, including plant Commercial fertilizer shall be delivered in sacks with manufacturer's label showing weight and analysis materials, etc., until final acceptance of the work by the L.A., City and State. attached to each sack. PLANTING & CONCRETE SPECIFICATIONS APPROVED BY — DAT S �I,NDSC,�pF CITY ENGINEER _ %� RC E N0. 24. = DE 9� DESIGNPETER D. BRAi�OW • AIA • ASLA REccMMENoEo �v R.I.D. & ASSOCIATES -/j- oc U # 296LAN DSCAPE ARCHITECTS DRAIhN R.I.D. 20301 S.W. BIRCH STREET . SUITE 102 5N« T SANTA ANA HEIGHTS • CA 92707 1 O_OF -10 * 714-261 -6066 • FAX 714-261 -6064 CHECKED _ DRAWING NO Fol CA \i RCE NO � �A� — -- Z_ DATE DATE — FILE NO PROJECT SHEET NO..<X__1bUFS'O