Loading...
HomeMy WebLinkAbout1637-L DEVELOPER/OWNER LANDSCAPE ARC111TECTURAL PLANS ALTA LOMA ONE and JOINT VENTURE TRACT NO • Al­�, 5918645 EAST GALE STREET, SUITE 205 CITY OF INDUSTRY, CALIFORNIA 91748 LANDSCAPE MAINTENANCE DISTRICT NO. 1 VICINITY MAP GENERAL NOTES SHEET INDEX OXCT SITE 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE TITLE SHEET LANDSCAPE ARCHITECT AND THE CITY. Lf i 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. UCT (ON w3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD _ CONSTT� P �,,,� lA N6W GNAT > SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. Q O BANYEN ST. W V) 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY - RM DAMAGE INSURANCE AS REQUIRED BY LAW. IRRIGAT( ON Lomtil_j D > m 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT Q 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. Q LEMON AVE. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL IRRIGATION L.:- ! MEirr SttE�T J RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. J W = 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HIGHLAND AVE. HAVE BEEN APPROVED BY THE CITY ENGINEER. PLMT1 NG PLAN _ L3 oMraad 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT l 19TH ST. WIDE FLAT AREA AT THE TOE OF SLOPE. 'PLMTI•TI � AN L�3A R�PLAc,Er�ENT SHEET 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT. HEALTH, AND WITH CITY COUNCIL ACCEPTANCEOF - GRADE, FERTILIZING AND APPLYING SUCH SPRAYSEMENTS. MAINTENANCE SHALL CLUDE AS AREONECESSARYDIFOR (RRIGATIONPROPER CARE ANDGUPKEEINTEE ROOT BALLSPG MRAINTENANCE ALSOWINCLUDES HICH TLE ALLBELOW VE TA( L-4, L-5 , L_G SAN BERNARDINO REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. r L- 7—rL81LI 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. �Pr-CI Fl CATIONS 10 FRWY 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS CONSULTANTS * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE MAINTENANCE RESPONSIBILITY MAP FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, ARCHITECT: LANDSCAPE ARCHITECT: PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. Knitter & Associates SEG URA/DEUTSCHMAN * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. � LANDSCAPE MAINTENANCE DIST. TYP. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. Arcihitectme and Ple ' * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. s1ASS0 r m* PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. Telephone. 714/T52 1177 CIA 1 ES ENGINEER: LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PLANNING — — — — AVENUE LEMON 555 W. LAMBERT RD. SUITE G BREA, CA 92821 714/529-1291 Charles Abbott & Associates Ciel Engineers Telephone: 310/212-5778 I J ui i LANDSCAPE QUANTITIES C11CA wI I I ' Q I w I ARCnulBALD LEMON / LONDON LONDON Z RiSH, TS i, , , /31 AVENUE AVENUES ^DOV SE7�Ro4k6e^PE L L 30,01% idZ19-1 L06►5TRkx-_T(04 (n( T. — — �/ My g A TF4( � lS ►..r-t � I�ION OF FENDATE SVM R� � �' PRIV�TEG.YIIN"�(NED m E F��I �f: FIVE GALLON , w 2 165 �,, _ CITY OF RANCHO CUCAMONGA FIFTEEN GALLON 21 PYRUS CALERYANA 33 EUCALYPUS MACULATA 4 .1, 11 3 CINNAMOMUM CAMPHORA �,, TRACT NO. 14459 14 ' LANDSCAPE AND IRRIGATION WOOD MLLCH 4,7 74 SF, 2,569 SF. U 678 SF. ARCHIBALD AVENUE/LEMON AVENUE �':F i I COBBLE STONE PAVING 3x002 SF. 1, APPROV® BY. DATA MAINTAENANCE AREAS 69 312. SF 41247 SF �aNaF C rY �� LCC �: 4953 �t �l ACRES OF PARKWAY 0.145 ACRE 0.097 ACRE ��� PS J. SfcG��� ��� sr•` P.D ASSOMTE3 1/ 1_?, , 9 9� Q No. LA DMWN ass w � MA>,ll" 0 >�T * Ems. ��� > P.D r1u1s2alm L-1 cF 7 NTS `� �� CFECJ® RCE IK► ORAWNG N0. OF A © Tie DATE MAY 7, We FLE NOoi4 1w-L ----- ro/>✓Lf -5kzCf 5 or- PEDESTAL MOUNT CONTROLLER #1 THE CONTRACTOR SHALL INSTALL ONE CALSENSE ETI-I2-DR, 12 STATION PEDESTAL MOUNT AUTOMATIC THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE IRRIGATION CONTROLLER AT THI5 APPROXIMATE LOCATION. COORDINATE THE ELECTRICAL POWER SOURCE GOBBLE STONE PAVING - TYP. REFER TO SPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL P.O.G. WITH THE CITY INSPECTOR PRIOR TO COMMENCIN(S WORK. THE FINAL LOCATION OF CONTROLLER SHALL ZZ 134. 2 at sF SHEET L-5 AND L-b FOR INSTALLATION DETAIL TORS AND METER TO BE PROVIDED BY 5GE, COORDINATED AND PAID FOR BY THE BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. REFER TO SHEET L-5 FOR ADDITIONAL LOCATE WALL ON PRIVATE PROPERTY PER APPROVED 24" STORM DRAIN DE 4-to 13 ' 5EN5E" INFORMATION. THE CONTROLLER SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. 43 /-2—\ ,= PLAN BY BUILDING, SAFETY AND PLANNING DIVISION. AND EASMENT PRIOR TO INSTALLATION OF SB-24-55 METERED CABINET, THE CITY MAINTENANCE SECTION MUST VERIFY �/2, 4 LOT 6 II 1 THAT THE RADIO 15 ABLE TO 5EE THE REPEATER. I 1 1 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 I I I t - - - - - - - - - - - - - M f _ 4.- I„ I, ° I 3/4" 3/4" " In7� 'a I JF In" In ," 1. 11 3/4" 5/4m a In I/2 �• // . •' ' In _ v.. ° � � I" +.'.S/4" In" n"In In" � I/1�' -- ' • •, ___L._v _L • �� •• ♦ • ♦. • • -•_ `_.- " -� " _:Y�_ �_- �_ - JLC '- .- v -♦ t _�• �_.. - v • �— In" 3/4" - - - - -5/4" Imo' 3/4" 3/4" In" 82.00 7• EXISTING 30" WATER LINE 3.1915 SLOPE __ - 2w MAKE POINT OF CONN ON IMMEDIATELY DOWN STREAM OF NEW DOMESTIC POTABLE WATER II 4j� METER TO BE PROVIDED GGWD, COORDINATED AND PAID FOR BY THE DEVELOPER. EXTEND NEW 1 TYPE 'K' COPPER PIPE (OR ER LOCAL CODE) AND INSTALL A REDUCED PRESSURE BACKFLOW LEMON AVE. C.L. 185' + SEWER LINE PREVENTER (TYPE AND 51ZE PE AN) WITHIN AN ENCLOSURE. 6 ARCHIBALD AVENUE 6" POINT OF CONNECTION # I NOTE REFER TO SHEET L-4 AND L-5 FOR I ATION DETAILS AND THE CONTRACTOR SHALL VERIFY THE PROPOSED 1 1/2" WATER METER AT 5 APPROXIMATE LOCATION. THE CONTRACTOR SHEETS L-6 AND L-'I FOR LAND SG SPECIFICATIONS. SHALL INSTALL ONE 1 1/2" PRESSURE REGULATING VALVE, ONE 1 1/2" REDUCE 55URE BACKFLOW PREVENTER, ONE 1 1/2" FLOW SENSOR, ONE 1 1/2" MASTER CONTROL VALVE AND EXTEND THE NEW 2" 50 40 PVC IRRIGATION MAINLINE AS INDICATED. In" I THE CONTRACTOR SHALL Y THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE SET THE PRESSURE REGULATING VALVE AT t Q5 PSI. THE CONTRACTOR SHALL VE THE 51ZE OF METER, SERVICE LINE ANDT� r—� —T" — — — — RESPONSIBLE FOR THE P R HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL THE AVAILABLE PRE55URE PRIOR TO COMMENCING WORK. THE FINAL LOCATION OF BACKFLOW PREVENTER AND THE OTHER ♦ I CO 5 AND TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE P.O.G EQUIPMENT SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO IN5TALLATI0 dillLO R. /� IYNT CONNECTION IMMEDIATELY DOWN STREAM OF NEW DOMESTIC POTABLE WATER I RR 16ATI ON NOTES: FOR CITY MAINTAINED AREAS I ��U I TE I TO PROVIDED BCGWD, COORDINATED AND PAID FOR BY THE DEVELOPER. EXTEND NEW O r ' �0 I n OPPER PIPE PRESSURE (OR AS PER LOCAL CODE) AND INSTALL A REDUCED BACKFLO V W 0 � ` 14) _ ANTER (TYPE AND SIZE PER PLAN) WITHIN AN ENCLOSURE. SCALE. 1" = 20' BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, ETC) INTERFERE m - REPRE5ENTATIVE AND THE CONTRACTOR REGARDING 6ENERAL. REOUIREMENTS OF THI5 WITH THE 5PRAY PATTERN OF THE SPRINKLER HEADS 50 AS TO PREVEN WOPM GOVERA6E, I— LOT 5 I to v F=)ESTAL MOUNT CONTROLLER #2 WORK. THE IRRIGATION CONTRACTOR 5HALL FIELD ADJUST THE SPRINKLER 5Y5 IN5TALLIN6 A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE 055 TION 50 A5 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITETO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO AMA001 G05T THE CONTRACTOR SHALL INSTALL ONE GAL5EN5E ETI-I2-DR, 12 STATION PEDE5TAL MOUNT PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR TO THE CITY. _ AUTOMATIC IRRIGATION CONTROLLER AT THIS APPROXIMATE LOCATION. COORDINATE THE DIRECTION IMMEDIATELY TO THE CITY. • POWER SOURCE P.O.G. WITH THE CITY INSPECTOR PRIOR TO GOMMENGING WORK. THE FINAL INSTALL ONE (U SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO THE CONTRACTOR SHALL FAMILIARIZE HIMSELF F WITH ALL UNDERGROUND UTILITIES, FARTHEST REMOTE CONTROL VALVE NOV) ON EACH BRANCH. P16TAIL EACH ORANGE WIRE AT O NSTALLATION. REFER TO SHEET L-5 FOR ADDITIONAL "GALSENSE" INFORMATION. THE PIPES AND STRUCTURES, AND SHALL TAKE 50LE RE5PON51BILITY FOR THE THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. I + CONTROLLER SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. PRIOR TO REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND ( INSTALLATION OF 5B-24-55 CABINET, THE CITY MAINTENANCE SECTION MUST VERIFY THAT FACILITIES. IRRIGATION SYSTEM 15 BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND I THE RADIO 15 ABLE TO SEE THE REPEATER. 2 INCHES OF WATER PER WEEK ( SHRUBS) APPLIED FOR 5 HOURS A N16HT/5 DAYS I NEW WATER METER (51ZE PER PLAN), A5 PROVIDED BY CSHP, 15 REQUIRED AT ALL POINTS OF A WEEK BETWEEN THE HOURS OF q:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER - I CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL G05TS FOR THE SHALL OPERATE AT A TIME. INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER TR T I T TI THE SYSTEM 15 DE516NED FOR THE MINIMUM OPERATING PRE59JRE AS SHOWN AT EACH POINT I POINT # DI5 IG FOR G05T5 AND N5 ALLA ON PROCEDURES. I I- O I NT O� CONNECTION 2 OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE ' I W TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRE55LRE AT THE SITE PRIOR LO „ linTHE CONTRACTOR SHALL VERIFY THE PROPOSED 1 12/" WATER METER AT TH15 APPROXIMATE PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY A BACKFLOW PREVENTER DEVISE , TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF fTl ~, I r► " FOLLOWED BY A PUMP (IF REQUIRED), FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER THE CITY. r— I� � I P LOCATION. THE CONTRACTOR SHALL INSTALL ONE I i/2 PRESSURE RE6UL.ATIN6 VALVE, ONE I I 1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER, ONE 1 1/2" FLOW SENSOR, ONE 1 1/2" MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALLALL EQUIPMENT PER CITY STANDARDS AND CONTROL VALVE AND EXTEND THE NEW 2" 50H. 40 PVC IRRIGATION MAINLINE AS INDICATED. CO SPECIFICATIONS, MANUFACTURES RECOMMENDATIONS AND LOCAL DES. ACTUAL LOCATION AUTOMATIC CONTROLLER TO 13E A GALSENSE ET14size per pian) (STATIONS) - OR(DIGITAL 1/2" I I F ( SET THE PRESSURE REGULATING VALVE AT t 410 PSI. THE CONTRACTOR SHALL VERIFY OF THE EQUIPMENT TO BE AS DIRECTED ON 51TE BY A REPRE5ENTATIVE OF THE CITY. RADIO) W/ANTENNA PORT INSTALLED WITHIN A STRONGBOX(513) 2455/120 VOLT � r """ I I THE SIZE OF METER, SERVICE LINE AND THE AVAILABLE PRESSURE PRIOR TO COMMENCING CONTROLLER/ELECTRICAL ENGLO5URE. MOUNT THE ANTENNA PORT(EPDXY-FILLED) ON TOP ���. ` E I I I V WORK. THE FINAL LOCATION OF THE BACKFLOW PREVENTER. AND THE OTHER P.O.G. EQUIPMENT BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (5B) 51366 - (size OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL GABLE. I = I SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. per pW AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY75 ACCEPTANCE. ACTUAL LOCATION OF 2' SCREENED WITH SHRUBS WHENEVER POSSIBLE Tif ENGLO5URE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. I I PGE*r I_fA LOCATE WALL ON PRI VA TY PER APPRO " I THIS DESIGN 15 DIA5RAMMATIG, ALL PIPING,VALVE5, ETC. SHOWN WITHIN PAVED AREAS ARE THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE PLAN BY BUILDING, 5A ;' AND PLANNING DIVISION. FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL POSSIBLE. AVOID ANY CONFLICTS BETI^EEN THE SPRINKLER SYSTEM, WALL5, 5TREET L16HTS, CONDUGTOR5 AND METER TO 13E PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE R tom" " 17 ARCHIBALD AVENUE SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. DEVELOPER. I 1 �/4T :aG,.�-: •- CONTRACTOR SHALL FLUSH AND ADJUST ALL 5PRINKLER HEADS AND VALVES FOR OPTIMUMALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE 1 I I uj Z I Z I ' • I COVERAGE WITH MINIMAL OVER SPRAY ONTO WALK5,STREET5, WALLS, ETC. THIS SHALL IRRIGATED UNLESS OTHERH15E DE51ONATED ON THE PLAN5. INCLUDE THE SELECTION AND INSTALLATION OF A PRE55URE GOMPEN5ATIN6 NOZZLE 50REEN O LOT 3 _ _ I VALVE LE6ENro> (PGS) IN ALL 5PRINIII HEADS AT INITIAL GON5TRUGTION. ALL POP-UP TYHE PE SPRINKLER ADS INSTALLED SHALL BE INSTALLED 50 THAT THED TOP OF THE I = I " W SPRINKLER HEAD 151/4" ABOVE FINISHED GRADE. � I I I m Z INDICATES VALVE NUMBER REIIIT5 XERI5GAPE REFERENCE NUMBER, INDICATES APPROX. vPM'S �) A 1 " rn I RR I C7 TION LE6ENi� SHEET REFERENCE MA43ER I I INDICATES VALVE SIZE {: Z 5YM I/2° I I . 2w X I I INDICATES 50ARE FEET D IRRIGATED BY A VALVE t ' Q TRV H F MFG MODEL DESCRIPTION RAD GPM P51 I 3 ' -- - IuJ IW4 5P 122• z 111/2 _ --ah__AA_H RET"M TO SHEET L-5 POR PRESSURE C.OMPENSATINe SCREEN "PGS" CHART. REFER TO SHEET L-S J OR CORRECT SIZINb AND INSTALLATION INFORMATION FOR 'TYPICAL CONTROLLER INSTALLATION. �, � Eh RAINBIRD 1812-SAM-PRS-SQ 4 H-FLT SHRUB POP-UP 6' 0.3q, O.-7,q + D P ___7 I 1 I �� I I LANDSCAPE MAINT'ENANGE DIST. TYP. C� 0 RAINBIRD 1612 5AM PR5 IOQ,H,TRD LA SHRUB POP-UP ID 03A, 0.52, 0.1 30 19 0 B RAINBIRD 1612-5AM-PRS-U SERIES 120,H,F SHRUB POP-UP 12' Obi, 1.30, O 30 z LOT N i . O 0 RAINBIRD 1612-5AM-PR5-15EST i 1555T SHRUB POP-UP 4'X15 i 4' 0.62, 1.21 30 I # I ?/2r� I I \ I I clic RAINBIRD 1402 FULL CIRCLE BUBBLER TREE BUBBLER - 30 • RAINBIRD EFB-GP-PRS REMOTE CONTROL VALVE II( ( I RAINBIRD 33-DNP 5/4" QUICK GOUPLIN6 VALVE t 150' O.G. LOCATE WALL ON PRIVATE PROPERTY PER APPROVED _____.__________ _._�_ I/ I I • PLAN BY BUILDING, 5AFETY AND PLANNING DIVISION. ! V�u I I� CITY Ry SUPERIOR 5100 NORMALLY OPEN MAS VALVE - LINE SIZE i -D (� i i I I OF �1 DATE APPROVE) © FEBGO 625-YA 1 1/2" REDUCED SURE BACKFLOW PREVENTER —� D ( IN A STRo 56E3C - 30 - Al I Ilk- , i I PL., CITY OF RANCHO CUCAMONGA 2 Iv GALSENSE ET-1-12-DR 12 STA AUTOMATIC IRRIGATION CONTROLLER, MOUNT IN A STRONGBOX � — LOT I 6 � 55- 5 / 120V ENCLOSURE WITH ANTI ANTENNA PORT TRACT NO. 14459 LANDPE AND IRRIGATIFLOWDATA INDUSTRIAL 220-P I/2" SENSOR - PROVIDED BY GALSENSE i �.� I" ' I � � © WILKIN5 5005 5 1 1/2" PRESSURE RECULATIN6 VALVE - LINE SIZE 19 3 ,b5 s i" _ / I ARCHIBALD A NUE/LEMON AVENUE ❑W PROPOSEV MESTIG WATER METER, PROVIDED BY OTHERS - (GCWD qOQ-WT-2591) 11/2" AND LESS GLS. 315 PVC - INSTALL MIN 16" DEPTH - SIZE PER PLAN In" I/2' 3/4" — • — MANL NL — — n � APPROVED BY: 2" AND LAR6ER 50H 40 PVC - INSTALL MIN 16" DEPTH - SIZE PER PLAN F WY Q G(,GGI /,/ �, G/" Q4>' 3 dn" 3/4" In" �/ I �pfIDSC,gp " SCALE: i" = 20' I/2 " 1/2" 4" 3/4" 1�w in" In"In" 'I do�c a`�O�p,S J s£cG�p�'y Destc�N Put+ t�RE?PARM Bir: r rE00WAR ® lk ATERAL LINE SGH. 40 PVC LATERAL - 12 MIN. DEPTH �O In " P.p ' SEGURA/DEUTSCH 7- -7e = SLEEVING SCH 40 PVC; 2X DIA. OF ENCLOSED PIPE-MIN 24 DEEP b� __ / W — LONDON AVENUE i 1/2w + No A MAWN ASSOCIATES 1 EXI). 9 9 i PJlD LANDSCAPE WHITECNRE URBAN DESIGN LAND PLANNING 9 535 W. U7/BERT RD. SUITE G BREA. CA 92821 774/529-1291 4 dfCKM RCE. NO OFTis DATE MAY 7, 1898 w.E No A748R 1837- E rjilee-4 sheep 4P" OF - GOBBLE STONE PAVING - REFER TO ►'' 6"X6' GONG. MOW CURB - REFER MASONRY WALL ON PRIVATE PROPERTY - REFER TO THE CIVIL ENGINEER`S DETAIL SHEET L5 - TYPICAL TO DETAIL SHEET 1-5 PLANS APPROVED BY THE BUILDING, SAFETY AND PLANNING DIVISION- TYP. THE CONTRACTOR SHALL PROVIDE AN 16"XIS" VINE POCKET ADJACENT 6"X6" CONC. MOW CURB - REFER TO DETAIL SHEET L5 TO THE MA5ONRY WALL IN INDICATED GOBBLE STONE PAVING AREAS - TYP. EXISTING SIDEWALK TO REMAIN - PROTECT IN PLACE DURING CONSTRUCTION 2 " STORM DRAIN 4 EASMENT 6"X6" CONC. MOW CURB - REFER ;���1 ` I I I I I I I 6 LOT 6 TO DETAIL SHEET L5 LOT 22 I LOT 25 LOT 24 I LOT 25 LOT 26 _ I III 4 4 9 I 8 I 10 I 24 I 9 8 10 I 1 4 4 6"X6" GONG. MOW CURB - REFER 4 3 4 V-1 I 4 3 LOT 217 4 TO DETAIL SHEET 1-5 • , - -ice Y- • •' '- . •. • • • • i - • • -' • ♦ �� • • .♦ EXI5TIN6 12" WATER LINE 16 6 8 6 14 9 10 8 11 2 $ 2 1 4 2 5 15 4 2 5 2 1 4 2 4 1 2 I 1 g 1 4 15 to 4- EXISTING FIRE HYDRANT - TYP. LEMON AVE. C.L. 185' + B • ARCHIBALD AVENUE EXISTING 6" 5EWER LINE 6" 5EWER LINE EXI5TIN(5 STREET LIC-MT TO REMAIN - TYP. 6"X6" GONG. MOW CURB - REFER THE CONTRACTOR SHALL PROVIDE A 56" DIA. TREE POCKET FOR EACH TO DETAIL SHEET L5 TREE TO BE PLANTED IN THE INDICATED GOBBLE STONE PAVING AREAS - TYP. 1;)SCAPE AREA ' I TOTAL LANDSCAPE AREA IOA-r 5F PROPOSED PLANTINO PLANTING NOTES Q 23 I 33 I I PROPOSED PAVED AREAS (40A5 M NA"Ja 4830 SF r o CD = v-1 SCALE: I" = 20' I. CONTRACTOR SHALL NOTIFY THE CITY AND LAND50APE ARCHITECT OF SITE CONDITIONS T. QUANTME5 SHOWN ON THE LEGEND ARE FOR ESTIMATE PORP Y. FINAL r LOT 5 I • I WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE COVER Y THE INDICATED Q� I PLANT S I Z I N6 fG `t' RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EOUIPMENT, AND PLANT SPACING REQUIRED. I I !n REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 11 8. WHENEVER SHRUB/GROUNDGOVER AREAS ARE ADJACENT TO TURF AREAS OR IG 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LAN05CAPE AREAS, A CONCRETE IS I INDiGATES QUANTITY PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 7 0 5-5ALLON 15-GALLON 4 + 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HER5ELF WITH ALL UNDERGROUND U7ILITIE5, q. GLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE PIPES, 5TR.CTURE5, ETC., AND SHALL TAKE SOLE RE5PON51BILITY FOR THE CITY. I I REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDER00UND INDICATES SPECIES FACILITIES. 10. THE FOLLOWING 501L AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL ._ 5 AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS � 2 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN GON.IJNGTiON WITH THE (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6' INTO THE 501L AT THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE REQUIRED RATES PER 1000 50. FT. O LOT I _ - I REFER TO SHEET L4, LS 4 L6 FOR PLANTING DETAILS BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED 2I A5 SPECIFIED, AND THE WORK APPROVED BY THE CITY. 4 GY. NITROGEN STABILIZED SAV�l1rT 8 2 X AND SHEETS L7, LS 4 Lal FOR SPECIFICATIONS 120 IBS GYPSUM r (� 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE 125 155 GRO-POWER PLUS I ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL 54ALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. It. LANDSCAPE All SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER ALL TREES AND i 5HRUBS, AND BLEND INTO EDGES AT GROUNDGOVER AREAS,PURSUANT TO CITY K' YMAP 6. CONTRACTOR 15 RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE " ` I LANDSCAPE AREAS BEYOND THE LIMIT OF HORK, THAT 15 A DIRECT RESULT OF THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO 1 � O I LAN05CAPE CONSTRUCTION AND/OR H15 5UB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE PURCHASE AND PLACEMENT. SHREDDED MULCH 15 AVAILABLE FROM: t�i EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE MASONRY WALL ON PRIVATE PROPERTY CITY. BLUE RIBBON NURSERIESIr 5EE SEPARATE ARCHITECTURAL SUBMITTAL — — — — zz ARCHIBALD AVENUE ORANGE, GA i. Q I ( rtt — :::,. —� Io 12. XERISGAPE REFERENCE SYMBOL Z I I ft. . O 12 CONCRETE SIDEWALK PER ENGINEER'S PLAN — — ' REPRESENTS XERISCAPE REFERENCE 0 > NUMBER. SEE SHEET L-b 5 < 2 I C I m LOT 5 ;I 2 1 Z 5 PLANTING LE6EN17) ( I -- m �- -- — -r------------------� SECTION B SHEET L5 — BOTANICAL NAME ONO COMMON NAME OUANTITY SIZE DESIGNER' NTENT O.G. SPAGINO r---h TREES: ;:u I 4 ( LANDSCAPE MAINTENANCE DIST. TYP. A. EUGALUPTV5 MACULATA SPOTTED CUM (WIND ROW) 55 15 GALLON REEK TREE 6' B. PYWJ5 GALLERYANA BRADFORD PEAR 20 15 CALL STREET TREE 20' LOT 2 z N t•� G. GINNAMONUM GAMPHORA CAMPHOR TREE 5 15 6 ON STREET TREE 501 THESE TREES SHALL BE TRI MMD • -To- . ' ZJCt� SHRUBS: LPREVENT.SIFT.OBSLIM55 TRUGTlbN �_ � I C - , o I 1. A6APANTHUS ORIENTALI5 LILY-OF-THE-NILE 142 5 GALLON NATURAL GROUPINGS 2' SHALL NOT BE LOWI� 'f'HfAi�-�ilN. 6'-0"' e 2. PITTOSPORUM TOBIRA CREAM DE MINT 'SHIMA' PITTOSPORUM TOBIRA 5 GALLON NATURAL GROUPINGS 2' 5. LANTANA SELLOWIANA TRAILING LANTANA 56 5 GALLON 5AGK6ROUNID HEDGE. 5' 4. RHAPHIOLEPIS I. 'BALLERINA' DWARF INDIA HAWTHORN 126 5 GALLON NATUAL OROUPIN65 5' D I DE3CRPTION OF REVIg#ON DATE am pRovm 5. VIBURNUM TINU5 5PRIN0 BOUOUET 25 5 GALLON BAGKOROUND HEDGE 4' > ( I M 0 1 6. NANDINA D. 'NANA PURPUREA' DWARF BAMBOO 24 5 GALLON NATURAL 6ROUPIN65 4' ,- I lF-M i �, LO o I I �.,, ►-� CITY OF RANCHO CUCAMONGA VINE: z ? 0 4 I 24 C) 3 �+ TRACT NO. 14459 V-1 PATHENOGI_{US TRICUSPIDATA ON IVY + 55 5 GALLON VINE TO CLIMB WALL 15' F 3 CtettFNNNNNI 6"Xb" CONG. MOW CURB - RER EF - - ttt GROUND COVER: TO DETAIL SHEET L55 LAND PE AND IRRIGATION — � / I U 4 I A LANDSCAPE AREAS ALL REVEIVE 4" OF WARCHIBALD NUE/LEMON AVENUEOOD CHIP MULCH � UNDER ALL TREE NO 5HR 65, AND BLEND INTO EDGES AT GROUND GO AREA5, PURSUANT TO CITY 5TANDARD5 AND7 26 I I APPRov® BY: DETAILS ON. DATE:--,' y DSC CITY EN G - RCE: 24963 24 aP F�G9��y DE.SM Puri PREPARM BY: REooMNR)D SCALE: 1" = 20' LO DON AVENUE 2 I P.D `` SEGURA/DEUTSCH No. LA 38 MAWN ASSOCIATES THESE TREES 5HALL BE TRIMMED Exp. 9 /99 PJD LANDSCAPE AKHnECnff URBAN DESIGN LAND PLANKING L_ OF 9 555 W. LAWKRT RD. SWE G BREA, CA 9282: 714/529-1291 TO PREVENT 516HT OBSTRVOTION, LIMBS S'l � CH RCE Z7N-%h%,, SHALL NOT BE LOWER THAN MIN. b'-0" ( C.� Tis DATEMAY 7, 1998 No 97488 1�►a�,c�f .shr�e-� 7R 0 F HARDSCAPIN6(SEE NOTE 4) ROUND PLASTIC VALVE DOX RAIN BIRD 55 DNP WITH PURPLE AT GRADE IN LAWN APEAS C 7VM ET D "IRRIGATION SATE' COMMON AND CONTROL WIRES PLASTIC VALVE BOX RUBBER GAP - SUPPLY ONE KEY ., .. - ;; a' IN PLANT �D5 W/24" COIL OF EXTRA WIRE PER 12 OGV'S INCLUDING HOSE (CARSON OR scauAU MARKED MV ' ` FINISH eRADE .;'.. , AND WATER PROOF CONNECTORS SWIVELS• STRDSCAE NO = _ PER SPECS. HARDSGAPIN6 _ __- _ _ _ _ FINISH &RADE - INSTALL IN - 1 I=I =1 1- I l=1 I Ed I I I I=1 I I- LATER BED Y — - =1 I I=1 I I— MALL VALVE - 1 in OR SMALLER KITH I=1 11= PLA O- _ _ - F C7 —I 11—I I I STAIN.C'n eTtB � 111-1 _ II III I II1=1II_ VALVE BOX PER SPECS. Ia MAxIMUM I I I I =1 I 1=1 I I 'L r�E - �' OR LARGER KITH M I 1—I It - — I-1 I I-1 I �''`'� VALVE �• oPerzATn� Nur I I I-11IOIL- ' GLEAN BACKFILL - SEE , - EPDXY COATED p -D D D -D D D -D - - - A A SPECS. FOR MATERIAL. I III I I—I I I- D D AL 45 PVC. ELL TO PROPER _ — D , f � - — — aoAs COMPACTION REQUIRED - _III—III I I I_I DEPTH - REFER TO SPECES. - o I-I I I VALVE -I I I I- - _III—III I I—I - III- I - - _ -� -1 I -I�I- - - - - - °° oO� °v " D VE SOH 4o BRASS NIPPLE 12" - - - I— - I=I I PROVIDE b MIN. OF SAND I1=1I I-1 I I-1I I_ 0 000 1 o � 8� 5/4 CRUSHED 6RA L - I— I - —I I—I I _ BEDDING AND 5HADDIN6 =111=1 I I III=1 eo o o 8 SUMP - 2 CU. FT. — I =I I= _� — I 1=III=1 I 1=1 11= 2" X 4" X 12" o o d o 0 0 0 0 o d SC.H 4o BRASS ad ELL -III I in II ( I =111=1 I s• 5" 11=)i REDWOOD BLOCKS sGH ,Io BRAss as STREET ELL _III=III= =III=- PVC MAINLINE STAINLESS STEEL -I I I I=1 I = Fli I I .�C.Ff 40 BRASS NIPPLE - SCREW CLAMP PVC MAINLINE MALE ADAPTER (2) z 24" LONG MINIMUM (3) PLACES - ( I=I III= CONTROL WIRE SLEEVE - 50H. 8O UNION I —= Ste,ADJACENT roEssuRE — PER PLAN _ I REMOTE MASTER q WH 60 PVC, 4110' STREET ELL �4 REBAR STAKE 1-111 1 ao. o ao I I 1-III. _ _ _ o.o Pao _ YE CONTROL VALVE - (24' LONG) ry -IIII I- SUPPLY LINE -III-III. . . . . . . . . . . L111-� JEEI =1 I I=1 I I=1 1= -� - - - - - PRESSURE SUPPLY LINT= =1 I=1 I I o b 1 I 1=1 NOTE: Ii — — _ _ l-111_1 :0•:Q.Q 1 I—III_ III III I III— SIZE TWICE -I I I—III arm• 1 I II I. MANUALLY COMPACT ALL SOIL AROUND BOX BEFORE JETTING TRENCH. I I I I I ) I I- DIAMETER PRES�aURE I-11I-1 =_ _ - I I1 I I. 2. INSTALL CONTROL VALVE AT A MINIMUM OF 12" FROM 5TRUCTURE5 6• TVP. =1I1=1I1=11I—I 1I I=I I I=I 1=1 -I OR HARDSCAPE. 3. INSTALL VALVES IN PLANTING BEDS NEAR WALKS WHEN POSSIBLE. NON-PRESSURE LATERAL 3/4" HAHM CRU5HW 5. TAPE CONTROL WIRES TO MAINLINE PER SPECS. LINE DIAMETER SLEEVE - slzE TWICE �AT� BASE ��: DIAMETER OF NON-PR>r5WRE NOTES, I. ALL SLEEVES TO BE SGH 40 PVC. LATERAL LINE I. PLACE A66REfsATE PRIOR TO INSTALLATION OF VALVE SOX. NOTE: PRESS 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAMNS. PRESSURE SUPPLY 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSGAPIN6 AT BOTH ENDS. THE CONTRACTOR SHALL ALSO REFER TO THE FLOW SENSOR DETAIL LINE FITTING 5. ROUTE 5LEEVING AROUND HANDICAP RAMPS. S. INSTALL VALVES X PLANT 4T A LES T EVER P7URE'S l NEXT TO 51 PINS. K5. 4. PLACE VALVE BOX AT RIGHT AN6i_E5 TO STRUCTURES OR HARDSGAPIN6. #6, SHEET L-5 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY S. PLACE A66RE5ATE PRIOR TO INSTALLATION OF VALVE BOX. IT� PRESSURE S 1PPLY LINE �T� STD. NO. 120 (24" MIN. TO 56" MAX DEPTH TO TOP OF PIPE BELOW i iT� 6. ATTACH METAL VALVE IDENTIFICATION TAs KTH APPROPRIATE CONTROLLER AND NTS I� STRUCTURAL SECTION). I� VALVE NJMSER. (v MASTER CONTROL VALVE 2 OU I GK GOUPL I N6 VALVA 3 SLEV I N6 4 &ATE VALVE M UL.4( Hl-POP SHRUB HEAD VY' SET TO 1/4 ABOVE FINISH LADE I I I I rSPECIFIED DEPTH WITH 45' ELLS FINI54-1 6)ZADE SOH 40 PVC, MAL: ADAPTOR �i T1GHTLY COMPACTED 5" BERM TO FORM / I I - 1 SCH 00 PVC, UNION •SNAP-TTTE' WATERPROOF ESSED WATERING BASIN. — — — < BRASS OR PVC, NIPPLE CONNECTORS OR EQUAL TOP OF ROOTBALL TO �J 4• WOOD CHIP MULCH. —I -I I = I=I =I I= Z -III I - I ELECTRIC CONTROL VALVE " �� -� - - - - - f I PLASTIC VALVE BOX EXTEND 2 ABOVE I-I I -I I - I-I I- I - MARKED •z_ RRI ATI ry GKFIL.L SEE- I 6 ON RGV" FINISH GRADE I�-�I=I II = GLEAN BA - -III I- (GIJZSON OR EQUAU SPECS. FOR MATERIAL. I - I= I= I= I I ETCHED WITH GONTROL.LER II ao� COMPACTION REQUIRED AND VALVE SEQUENCE NOTE' - I I I- b" MIN. FINISH GRADE I. LOCATE HEAD 2" TO 6" FROM WALKS, PRESSURE—I < Z - - CURFS, HARD�SCAPIN6, MOW 5GH- NON. LATERAL SNAKE PIPE IN LINE: I- I -III= I I=-- STRIPS, AND EMOE5 OF LAWN. TIRENC_ -WI I- - _- 51DEWA_K 2. USE TEFLON TAPE ON ALL MALE I � MOISTURE SENSSOR ROOT BALL I =1 11= THREADS. - I — i - PRESSURE SUPPLY LINE: � 11 I �I I E ���� � II- 5. INSTALL HEADS WITH INTERNAL 5CH. 40/CL. 515 SNAKE ry -1 CHECK VALVE AND PRESSURE I I I - PIPE IN TRENCH PhS ION COMPENSATIN6 FEATURE AS I III I 1= 's" ( I I LOOP ((MIN 24'LLONW PLANT PIT TO BE (2) TIMES THE PER THE IRRIGATION PLAN. _ _ =I I =I I== F I = I WIDTH OF THE ROOT BALL. ;per - CONTROL WIRES - BUNDLE z r BRASS ANGLE I-I I=�=I-I=I = ( = 4. IH,�AD >W Y. GTION AT BOTTOM -I I = - AND TAPE AT 15' O.G. AND FLOW - VALVE W/IJNION III I ( I - - - - - - INSTALL ADJACENT TO � -� 3 PRESSURE . J _ 5/4 WASHED PRESSURE SUPPLY LINE I I p _ GRED A6E";!E6ATE I IIII I I I L I I IIEl I 111. t— I I lil- I I-I I I I I III I I =110 11_ ■ - PROVIDE 6" MIN. OF SAND I III o{p •,•�:o:p 'a�8 6 NATIVE BACKFILL WITH No SC-444o PVC. TYP. �- I I BEDDING AND 5HADDIN6 _ I I: ROCKS GREATER THAN 5" MARLEX a0' S ELL aELL 0' STREETSOH 80 PVC, NIPPLE DIAMETER. "NONI II777177111771 -PRESSURE MARLEX a0' STREET ELL WNTIR01- 4 COMMON HIRES LATERAL_ F I TTI N6 UNDISTURBED NATIVE SOIL. NON-PRESSURE LATERAL LINE SGH 60 PVC NIPPLE NOTE: - TYPICAL (2) PLACES I. PIGTAIL AND LOOP CONTROL WIRE AT 910' CHANGES IN DIRECTION. NOTES: ANTI-DRAIN VALVE AS REQUIRED 2. PRZF SIURE SUPPLY LINE: 2 1/2' AND SMALLER 18" MIN. DEPTH I. UNTANGLE MATTED ROOT'S BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. NTS 5' AND LARGER 24" MIN. DEPTH NTS BRASS NIPPLE NTS SGH 40 PVC, SX5XT TEE PRP59UFlM SUPPi_Y LINE NOTES: 5 CONTAINER PLANT I N6 6 1:2 " POP-UP SHRUB SPRAY/BUBBLER 97TRENCH I N� I. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSGAP,N6. I` 1 ' I 2. INSTALL VALVES IN PLANT BEDS POSSIBLE NEXT TO SIDEWALKS. S. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE A66RE6ATE PRIOR TO INSTAL.LATION OF VALVE BOX. 5. ATTACH PLASTIC. IDENTIFICATION TA6 WITH APPROPRIATE CONTROLLER AND NOTES: VALVE NUMBER. NTS ONE HALF OF SPACING STAND AL NE CONTROLLER WITH ANTENNA REQUIREMENT I. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL '�Q VALVE LIMIT OF PLANTER AREA GORES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR ANT I ANTENNA PORT PRIOR TO CONSTRUCTION. Q� REMOTE GON I I�OL Y AL` j� /� V EPDXY FILLED LOCATED 2. CONTROL WIRE SEQUENCE TO CORRE5POND TO THE PLAN'S DESIGN OUTSIDE OF BOX. COAXIAL GABLE SEQUENCE OF REMOTE CONTROL VALVES. CCA INSTALLATION/LOCATION PER CITY AND CALSENSE kH k1 t 5. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH O O REPRESENTATIVE. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE ilft flint.` GALSENSE CONTROLLER WIRE AT THE ENCLOSURE. tff±ftfl MODEL NO. PER PLANS 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. j�-j,,!s L CAL5F - UPD^tE TO GU(ZRe"T GtTY srDs. 8Y SDS TP^tl0 5. NO SPLICES SHALL. BE IN THE CONTROL WIRES MADE BETHEEN // f') OrD ® CONTROLLER AND REMOTE CONTROL VALVE-5, UNLESS DIRECTED OF 64 120 VOLT DUPLEX — N ®' CAL5ENSE HARNESS TO DO 50 BY THE CITY INSPECTOR. F V 1�1 DATE App OUTLET (67F01) H 20 AMP TERMINAL BLOCK 6. ANT I ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO _ 171 CITY OF RANCHO CUCAMONGA 51ZED TO ACCEPT M OF a7rR.Z AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER O EQU INS TALL CON DULF-IM STATIONS + COMMON WIRE SYSTEM PRIOR TO ACCEPTANCE. Q W/ PEEP WP J-sox AND MASTER FLOW SENSOR 'I. ALL � TRACT NO. 14459 VALVE HIRES . ALL EL EGTRIGAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. NOTE. AL1 SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL FIELD WIRES �---� LANDSCAPE AND IRRIGATION 5PAGING (TRIANSULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGENID FOR SPACING REQUIREMENT5. ARCHIBALD AVENUE/LEMON AVENUE 2. WERE PLANTED ADJACENT TO HALLS, WALKS, CURBS OR G A�-SENSE TP-f tR�N 5(ENT 51MILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER ppp-TpG--aot4 [30hEZD APPROVED BY: ' DATE - SHALL BE PLANTED AT ONE-HALF THE DE516NATED SPAGINCP v tADSCgpF CITY RCE 24963 FROM SUCH LIMITS. SEE LECEND FOR 5PAGIN6 REQUIREMENTS. ENCLOSURE MOUNT \ © h��k� ��,S J. SF61 � oE9�ow �PLM PREPAMM W S. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES c, P.D u ' SEGURA DEUTSCHMANjjj�Z OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE r, a � 7'9� -� : . LEGEND ARE ESTIMATES ONLY. ITS c No. 28 u,,,vmP ASSOCIATES ; NTS '�j Exp, 9 u OSCAM AXWECTME ~ 0000 " PWNW L-4 of 9 JIM W. WAIEPrr Ra R9M a JNWA, CA 11"21 714/5"-un a ACE ND DRAWM Na PEDESTAL MOUNT CONTROLLER �'� CF Cwf� � Tie DATE MAY 7, ,Mea ,� 974SR ,e37-L � SHRUB AND GROUND COVER SPACING 10 L � I-ecA Eke + 8 or- C TGH LOCK WATERPROOF CONNECTOR OR EQUAL PI6 TAIL EXPANSION y," 'Y GALSENSE RENDITION OF TYPICAL HHITE LOOP (MIN24" LON5) ,� ,�,�,. _0N CONTROLLER I NSTALLTI ON VALVES BLUE `� - w ,;y CONCRETE HEADER - 1/2" RADIUS HATERPRz%r ALL PLASTIC VALVE 80X (CARSON OR WIRE CONNECTIONS �►.,�, yY EXPO5ED ED6E5 AND FIN15H PER PLAN RED EQUAL.) WITH PLASTIC INTEGRATED '� 'r"' �"'�Y���1Yr''" I" IN LAWN LOCKING LID. PLACE AT GRADE IN ,� '� '� x Y (INSTALL AT GRADE LEVEL AT SWALE BLACK TURF AREAS AND 5" ABOVE IN ; 2 IN PLANT BED GRO�SINGS) PLANT BED. IRRIGATION CONTROLLER �; "Y y NOTA: FINISH GRADE b" NOTE OR "2 P16 TAIL EXPAN51 LOOP (MIN.24" LONG) }` x k ( HHITECOMMON) '� y Y Y PROJECT LANDSCAPE ARCHITECT SHALL 13E NOTIFIED OF TIME AND DATE OF STONE ,o ,vQ o 1/ INSTALLATION BLUE Y j'' UF 14 ,r '' WIRES y =.p COMMON WIRE VINE RED MASTER CONTROL 11 VALVE v 41 o Fir,. y Y I. o 05 RE-BAR. CONTINUOUS o; I I- 0 CONTROL WIRES g y Y FLOW METER BHALL U PEERI I -I I (UNLESS OTHERWISE INSTRUCTED) DIAMETER SAME S GALSENSE IR I I-) 1 (- SIZE A5 FLOW SAFETY METER SIZE DIAMETER SAME SIZEREFER TO DETAIL SHEET Lb AS FLOW METER SIZE NOTES- 1. PROVIDE SCORE JJOINTS AT 10'-0" O.G. AND 5/8" EXPANSION PRESSURE REGULATOR MINIMUM DISTANCE DOWNSTREAM OF 2% SLOPE / JOINTS AT AT 20'-O" O.G. WATER METER UNINTERRUPTED PIPE (5X DIAMETER ZA L, - - 2. 6" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND M OF FLOWMETER SIZE) I Ii i I i --1�_I i I__ - -- I- jl IiI�,I III I' -"' if6ROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND MINIMUM DISTANCE UPSTREAM OF i L I I(r I � SLOPE STREET PRIVATELY-MAINTAINED AREAS PCU I PRPP' MASTER FLOW - BACK-FLOW UNINTERRUPTED PIPE (IOX DIAMETER 51DEKALK � VALVE SENSOR N PREVENT'ER OF FLOW METER SIZE) LANDSGAP N& 5. CONCRETE TO BE 520-0-2500 MIN. Q -qO% MIN. COMP. NATIVE SOIL 5' VARIES OQ � ir0r 1 SENSORI o NTS 0 ry Q [� N75 D o 0 NTS NOTE: o to U N CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING WITH A G E 7-777- A SECTION A I CONCRETE MOW CURB 2 CONTROLLER INSTALLATION REPRESENTATIVE AND A STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. THIS IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3" OF WATER PER WEEK APPLIED BETWEEN THE HOURS OF q PM AND 5 AM 6 DA-1-5 A WBACKFLOW P'FZEVENTER EEK. 5C.445C.4460 PVPVC, UMION �-�► ,�►. ,�.�,� �► AT 69M IN LAWN AREAS ASSEMBLY WATER PRESSURE INFORMATION OBTAINED FROM CAR-LOS FIMBRES AT THE RANCHO ,� VL ~� 5' IN PLANT BEDS ROUND PLASTIC VALVE BOX t " ,► NOTE: INSTALL WITHIN AN GOVB2 ErGHED TOR GUCAMONGA WATER P15TRICT ON 12-18-cM 0 qOl-0181-2581 ri ,► NIPPLE - TYPICAL Ilk �,* y ALUMINUM ENCLOSURE (CARSON OR M)AL) +► # (4) PLACES PGS 5ELEGT10N CHART I '� �► NIPPLE = _ III- I I I_I DESCRIPTION MODEL PGS-020 P05-030 P05-040 PGS-060 PGS-OalO PGS-125 PCS-1'75 -_ FiPM 0.2 0'3 0.4 Ob 0.41 1.25 1715 VL v' VL b" THICK X 12" WIDE I I=) COLOR 15R." SILVER ORANGE BLACK WHITE GREEN YELLOW ,� ` - '� ,L - CONCRETE PAD (LENGTH VARIES 'III=I �^ f" *,. PER 51ZE/MANJFAGTUREP0 FLAT SPRAY b++-FLT - 5 (IbO ) 4'-6' +b - - 5RA55 WE STRAINER + . �'' r + Ct���`TOR Z SLOPE TO DRAIN AT MINIMUM Z - - bQ-FLT 4-5 4-5 b - - - - � �' WITH 60 MESH � - � �-I�I III- pRgg� RE6IJL.ATOR 0. _ r r V" MONEL SCREEN - Y 2% I- NSLE 10H-LA - - 5' 't' +10' - - �r '� '� y x FIN15H GRADE r=1 I I I I SPRAY I � I- ,. r 12 UNION 'I 11= I I� AJECTORY - PIPE TO dAGKPLOW TR REQUIRED FOR PIPE PROhf �I II I 3" �" I I�1 PREVENTOR '�' • D • De D • D• D a♦ D I -- VINE # - .' D p •+. > D PIPE THROLI&H METER - 55PRAr + � �� 1-..D- D - •- ( I I I I I- CONCRETE PAD Low I24 - - D 10 +12 - WALL PER TRA.EGTORY 124 - - D' 10' 0, - I - + 1 I I I-) I I -III-I III=I NIPPLE ETYPIGAL , BUILDINO e z .I I I FROM ►MATER SOURCE I I I 1= - I�I I I- 3 II I I-1 I I-�1 5AFE7Y I - =I SGH 40 PVC MALE WHEN RADIUS OF SPRINKLER HEADS REQUIRED FOR PROPER COVERAGE 15 LESS = "--�I I-III °e I o°o =1 I i=1 I i- AohPTOR 11=1 I I-f I-I I I-III: I I 90515 COMPACTION - ao THAN RADIUS IWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD 4 REQUIRm - _ o . i I=�T I I , Il_ =1 i I=I i�l i WITH A RAIN BIRD P05 PRESSURE COMPENSATING 50REEN FOR FLOW AND RADIUS -I ( 1=1 I I •do b • I I - o CONTROL. SELECT SCREEN ON CHART FOR APPROPRIATE RADIUS. 25� SLOPE - - - •`a - SIDEWALK TO METER ^ I i- ,• o --I I __-__ - I~III- . o II ., D. NOTE: TWD (2) GAL5EN5E ETI-12, 12 STATION AUTOMATIC SPRINKLER CONTROLLERS lll I �- 'I r D I I� LII TO SYSTEMS TIF �1- rL TIF+'], I � I--I�1 --� - m STREET N�T : % SLOPE CONCRETE THRUST BLOCK 3/4" QE65ATD El-BOW I. INSTALL VALVES A MIN. OF IZ' PROM STRUGTURP5 OR HARDSGAPIN6. A�36RE6�7E BASE MOUNTED WITHIN A STRONGBOX VANDAL RESISTANT CONTROLLER ENGL05l1RE 2 \ PER GGWD STANDARDS TYPICAL (4) PLACES 2, INST VES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 58-24-55/120V. 120 VOLT POWER SUPPLY FOR LANDSGAPI N6 HOOKUP OF AUTOMATIC CONTROLLER SHALL BE THE RESPONSIBILITY OF THE I¢I61D PIPE AND RELATED FITTINSS SHALL BE PER S. PL ALVE Box AT RIGHT ANSTA A SrROF 'VALVE OR HARD3cAPIN6. b 4. Af�6RE6ATL PRIOR TO INSTALLATiOh! OF VALVE BOX. CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY LANDSCAPE GUCAMON&A COUNTY WATER DISTRICT STANDARDS. N CONTRACTOR SHALL VERIFY WITH GGWD PRIOR TO AGH PLASTIC IDENTIPIGATION TAB WITH APPROPRIATEGONTRAI_LER AND ARCHITECT AND CITY OF RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. la' NTS VALVE NUMBER CONSTRUCTION. G 1 T1' PRESSURE CALCULATION #11. INSTALL PER LOCAL CODES. SECTION B 2EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY 4 RE6ULATIN6 Y\/ ALVE E STRUCTURES OR HARDSGAPIN6. WATER METER M-) (NEN) SIZE I I/2" W 'SINHEN UNIT 15 NEXT TO A STRUCTURE (IE. WALL, BUILDIN6, ETC.) ELEVATION (82.01) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. STATIC PRESSURE H10H 125 P51 LOW 125 40RIENT UNIT PARALLEL TO STREET. NOIPE SOURCE OF INFORMATION CARLOS FIMBRES PHONE NUMBER qOq-018'1-2'5011 �v"d a 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. DATE OF INFORMATION 12-18-01'1 ���,�g �''d 6. DIALETIG FITTINGS ARE REQUIRED FOR CONNECTIONS OF WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET L16HTS, TREE5, ETC) .d's ; "It- . DISIMILAR METALS. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS A5 H.G.L. MEAN ELEVATION - (REQUIRED IF STATIC PRESSURE UNKNOWN) ad� d:-.moo rd s � 1. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER N'rCJ TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD r W-90 0 4W I v WATER METER (-) 82.01 I I/2 + ' ,� WHEN MAINLINE IS S" OR LARGER. ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER GIRDLE OR HALF ELEV. OF HIGHEST HEAD 11.3 X 0.433 = wells d y " CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO 4.88 &AIN �' �"� S ADD TI ONAL PER. TO THE O7E. ALL WNER. A0JJ LTMENTS SHALL BE MADE AT NO �. ref 3 REMOTE CONTROL VALVE 3 SIZE I I/2" locoBACKFLOW PREVENTER +�" ra 4• '7 17 �w R.P. ( ) MAXIMUM DEMAND 40 G.P.M. �a r'� g a ELEVATION OF HICHEST HEAD -101 dJ ►� yVINE ra� .Q7 . yrad ./ r PRESSURE AT R.G.V. 32.52 PSI rr r r�'y y � v a C�'A%_ A 0 .p Ar :. �v d r r ry r'O y r .J %0 r 40 O QTY. 51ZE ITEM PSI LOSS a �d r�' y y 4p O " r� oey" r rr oO ao40 1 1 1/2 WATER METER 3.3 a,4W 4:v � r I I I/2" R. P. BACKFLOW DEVICE 12 I I I/2" FLOW METER 5 o�.'odQ',o ra a y b r a . I I I/2' MASTER CONTROL VALVE 3.6 ���"oa r r �yay�ra -13. 00 VETE To CvRR�NT ctTY S'tD5• BY Std d r a I i I/2 PRESS. REG. (FALL OFF) 5 � 420 2" MAINLINE GL 315 4.83 HALL PER d DESCR�°'TION OF tV1810N DATE cffy tov111 - - MAINLINE - BUILDING d I r - - REMOTE CONTROL VALVE ASSEMBLY 52 SAFETY H - - LATERAL LINE LOSS 5cH. 4o b.2 RANCHO o o CITY OF RAN HO CUCAM NGA - - LATERAL LINE LOSS - - _ LATERAL LINE L055 - - - F17TINC-5 L055 (10%) 5.8 TRACT NO. 14459 - ELEVATION CHANGE (+) 4.88 TOTAL SYSTEM LOSSES: 42.05 '� �--' LANDSCAPE AND IRRIGATION PRESSURE TO OPERATE HEAD: 30 - _-I I I I I-I I-III d e • I- I-I I-I i- TOTAL PRESSURE REOUIRED: "12.05 -II I_I I i_�_ III-I II-i I,:I I�_ I ;► I- I 1 STREET ARCHIBALD AVENUE/LEMON AVENUE LOWEST STATIC PRESSURE ESSUE AVAILABLE: (125 - 1051!5) = 112.5 -III I�Ii i lII Ii�l iit I ISI I=III_ PRE-5ET REGULATED PRESSURE (IF REQUIRED): 015 2515 SLOPE SIDEWALK 2% P5C A APPROVED BY: ! , DATE RESIDUAL WATER PRESSURE: I-1bq LANDSGAPI LANDSGAP NG Vp QSCAAP Cry BiGpErm t o RCE 24963 Q- � E / CITY REQUIRED RESIDUAL WATER PRESSURE: 15 - 20 4 5 S cG"�P DEsioN PLM PWPARIED BYt SEGURA DEUTSCHMAN c� PJD c� p rSSOCIATES 3 i No. L oa,�wN A NTS * Exp 9/30% P� LANDSCAPE ARCHFECTURE URBAN DESIGN LAIC PLANNING MBEL_5O<< s 533 W. LART RD. SUITE G •REA, CA 92621 71!/329-1291 9 `> CWCKM acE No oar►~ No. OF CN-E -' TA MAY 7, 1998 97488 1637-L G SECTION G � � D►� ME NO ----- ---- - ----- 0 ------- ------ - - -- - _ PlaI*ec4 Shy+ 9 0� G I TY PRESSURE CALCULATION #2XERISGAPE ASSESSMENT SYSTEM SUMMER*, ' CASE 1 2�0 NOTES: •e 1) ! 1 � r J � ^of 6Q F--�J'I��rE%��C I. REMOVE NURSERY STAKES WATER METER M-2 (NEH) SIZE 1 1/2" 2 PARALLEL BE PLUMB AND ON 8'7.48) SETA ICTiPRESSURE HIGH 125 PSI LOW 125 1. LANDSCAPE (POINT VALUE) POINTS REFERENCE 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. SOURCE OF INFORMATION CARLOS FIMBRE5 CLAIMED (SHEET #/REF, #) PHONE ?AMBER 909-951-2591 N DATE OF INFORMATION 12-18-9'1 1. WATER CONSERVING PLANTS. (20) 20 L-3/1 CASE 2 (LOCATE FLAN ) " MIN. SOIL DEPTH AT EDGE OF GOBBLE H.G.L. MEAN ELEVATION - (REQUIRED IF STATIC PRESSURE UNKNOWN 2 TURF LIMITED TO 25% (45% RESIDENTIAL. (20) 20 L-3/2 W v� _ - COBBLEST - - WATER METER (-) 81.48 - ELEV. OF HIGHEST HEAD -05 X 0.433 = 0.21 loss 3. PLANTS GROUPED BY WATERING NEED. (10) 10 L-3/3 5 a REMOTE CONTROL VALVE 2 51ZE 1 1/2" 4. HARD50APE (NON-IRRIGATED SURFACES. (10) 10 L-2/4 S-I/2" MINIMUM MAXIMUM DEMAND 35 G.P.M. ELEVATION OF HIGHEST HEAD 511,15 5. PERMEABLE PAVING. (5) - - CONCRETE BED PRESSURE AT R.G.Y. 61.45 P51 6. LOW-WATER TURF VARIETIES. (5) - - QTY. SIZE ITEM PSI LOSS -1. MULCH PROVIDED IN NON-GROUND COVER AREAS. (5) 1 1 1/2" WATER METER 2:7 v 1 1 i/2" R. P. BACKFLOW DEVICE 12 CASE 3 6" " i 11/20 FLOW SENA 5 8. 501E AMENDMENTS. (5) 5 L-3/5 �--24�--, 6 1 11/21, MASTER CONTROL VALVE 1.35 2" MAX. MORTARED STONE SHALE i I I/2" PRESS. REG. (FALL OFF) 5 TOTAL POINTS CLAIMED: 65 � � v PE 100 201 _ " MAINLINE GL 315 1.0 ° 411 - - MAINLINE - - - REMOTE CONTROL VALVE ASSEMBLY 305 (MINIMUM POINTS REQUIRED: 60) ° - - LATERAL LINE L055 50H. 40 5 I=1 I I ° ° ° v • - - LATERAL LINE L055 - TOP TIE TO BE PLACED A5 4" GONGIRETE SED RETE GARB - - LATERAL LINE LOSS - LOW AS POSSIBLE ON THE GOBBLESTO BENEATH GOBBLE W/#3 BAR FITTINGS L055 (105K5) 35 FLE N&�THEW1REEEE.WBUUTT TOP OF STAKES of hSERE � J ELEVATION GHAN5E (-) 021 11. I RRI&ATI ON (POINT VALUE) NOT 50 LOW AS TO L05E HEAD O vREE 0 HABIT PERMITS. Q KL CURB t GUTTER TOTAL SYSTEM LOSSES: 38.81 SUPPORT OR ALLOW fr 2 MIN. / 4 MAX. RAD. PRESSURE TO OPERATE HEAD: 30 THE HEAD TO �. MAIN TRUNK N I. LOW GALLONAGE IRRIGATION SYSTEM. (20) 20 L-2/I (2) 5E75 OF CINCH TIE5 SPACED 24' TOTAL PRESSURE REQUIRED: 68.61 APART, ATTACH WITH GALVANIZED a 4 4 LOWEST STATIC PRESSURE AVAILABLE: (125 - 10%) 1125 2. AUTOMATIC, CONTROLLER. (20) 20 L-2/2 ) 50REW5 TO b' LODFE POLES. 12' MAX 2" DIA. LODPOLE PINE STAKES PLANTER PRE-SET REGULATED PRESSURE (IF REQUIRED): 93 3. DE515NED TO WATER PLANTS BY WATERING NEEDS. (10) 10 L-2/3 GE WITH WOOD PRESERVATIVE STAIN, AREA RESIDUAL WATER PRESSURE- 19.5 DRIVE A MINIMUM OF b" INTO 4. SOIL MOISTURE SENSORS. (10) 10 L-2/2 UNDISTURBED 501L AND P051TION a a a CITY REQUIRED RESIDUAL WATER PRESSURE: 15 - 20 STAKES OUTSIDE ROOT BALL. a a 5. RAIN �. (5) - L-2/2 ARBOR GUARD IN TURF AREAS AND FRONT YARDS. SIDEWALK HARDSCAPE b. WIND SENSORS. (5) - L-2/2 TOP OF ROOTBAL.L TO EXTEND 2" JOIN AT RIGHT ANGLES (TYP) ABOVE FINISH ERADE. 3' MIN. 4' MAX. RAD. '1. SENSITIVE TO SLOPE FACTORS. (5) 5 - 71fHTLY GOMPAGTED 3" BERM TO FORM / WATERING BASIN FOR RESIDENTIAL AND b" PCG MOW CURB PER CITY STD. 534 E�ROUND DOVER INSTALLATIONS. LOCATE 8. RECLAIMED OR RECYCLED WATER. (5) - - OUTSIDE OF PLANT PIT. BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. TOTAL POINTS CLAIMED: 65 (MINIMUM POINTS REQUIRED: 60) =III=III \�/ \��� \irk\\ir�i �i�\ice\\ I I I�I NOTES: III �i i II ��"Y I I I I I I. ROCK SIZES, UNLESS OTHMN15E SPECIFIED( SHALL BE: ROOT BALL �/j�j\/ BOULDERS. MAX. 5'0" MIN. 2-O NAT1VE BACKFILL WITH NO COBBLESTONES: MAX. 18" - MIN. b" WITH ONE FLAT SIDE \ - -- - - _ \� I I I) �5 �,gTER THAN 3' DIA. 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, GOBBLE5 SHALL HAVE 2/3 EMBEDMENT I I II I II I III 11 I II 111 III II 111 I II 11111 111 =1-III II I II I I III 1ILI I 1=1 I I I 3. ALL SPACES BEThE'EN STONES SHALL BE FILLED WITH GLASS 'D' MORTAR. I PART GEMENT -I I- I= I=I TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND GEMENT CONCRETE. NO "DRY-PACK" 15 ALLOWED) III-I -I I-I I I-III-III-III-III III=III-III NATIVE SOIL UNDISTURBED 4. A SAMPLE AREA, MIN. 40 50. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO III 1 =111=I I I=III=III=111=1 =1I I=111 III=111=III=1 PROCEEDIN5 WITH REMAININS ROOK WORK. 5. FINAL RESTINS POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. _ TWICE ROOT BALL WIDTH _ 6. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXGE551VE IRON CONTENT. 1. CONCRETE GLASS 520-D-2500. NTS NTS P1SSURE CALCULATION P.O.G. #2 XERISGAPE ASSESSMENT SYSTEM SUMMERY I DOUBLE STAKE TREE 5 vAL - 2411 BOX 2 STONE DETAIL PLASTIC DRAIN GAP (BLACK) r O O ` BUBBLER HEAD DRAIN G n FINISH GRADE U ` • , PVC, ELBOW "bPVC, COUPLER \ TREE TRUNK � NNEDI/ EDOF ROOTBALL BELOW � _ SE PVC TEE ;p PVC, ELBOW -BUBBLER°o 0 3 o0 1� UC'DP.TE To GURRr^NT G fry STV5. S'1 5L�°+ //-0- oo �° o ° o ° DESGR 'TION OF FEV131bN DATE an b" 5EI, ' PVC, o o 000 o SEWER PIPE o r A°`' CITY OF RANCHO CUCAMONGA TREE - ° ° o ROOTBALL °o 0 00 �-+ TRACT NO. 14459 PLASTIC, DRAIN GAP (BLACK) �° °° ' HASHED ` `- °o °o PVC, SDH. 40 - w�u.. �- K--+ LANDSCAPE AND IRRIGATION BUBBLER HEAD a o ° U 0o u SPRINKLER LATERAL PLAKfT'lNGS „ °a ° ARCHIBALD AVENUE/LEMON AVENUE 4 DIA. PERFORATED PVC DRAIN PIPE (MIN. 30" LENGTH) - WRAP °° _ F62.-- . OUTSIDE W/SOIL SEPARATOR o0 0°0 APPROV® BY: FABRIC o Gb O NDSC,apF aTY ��_ \ , G Lam' ACS 24M PVC, ELBOW NOTE5: � OaPS J S�cGy oEac�r KAN MWPARM BY: 9 P.D ' SEG URA/DEUTSCHMAN9-q� PEA GRAVEL (2 CUBIC FT. M1N) W aL I. DEPTH OF SUMP SHALL BE PER SOIL Of No. -' ASSOCIATES 't NTS CONDITION OR V MIN. NTS _ E �_ P.D E �cfr�cnr ura�rr nEsrav t PUNr+rNc L 8 of 9 oma® say W. "WWW mo. sura c uaA. a suer 7rs/sr-r:sr � � oaAv�xa as 4 TREE BU551WER SUMP �-� T,is DATE MAY 7, WB ME NO a74� 1637-L 3 TRE BUBBLER D A^o(e c+ 6 h'c-+ /fl ° l CITY OF RANCHO GUGAMONGA PLANTING AND IRRIGATION SPECIFICATIONS 4. The Contractor shall dimension from two (2) permanent points of reference, such as building B. A copy of the Guarantee form shall be included in the operations and mohtemmce manual. 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with SPRINKLER IRRI6ATION 5PECIFICAT10N5 corners, sidewalk edges, road intersections, etc., the location of the following items: solvent welded joints. G. The guarantee form shall be re-toped onto the Contractor's letterhead and shall contain the following PART I - GENERAL a. Connection to existing water lines. information: 3. Pipe shall be made from N5F approved, Type I, Grade II PVC compound conformning to ASTM 1.01 DESCRIPTION b. Connection to existing electrical power, resin specification DI'i84. All pipe must meet requirements set forth in Federal Specification PS- c. bate valves. GUARANTEE FOR IRRIGATION 5Y5TEM 22-10 with an Tate standard dimension ratio. A. Scope of Work: Provide all labor, materials, transportation,and services necessary to furnish and Metall appropriate the Irrigation System as shown on the Drawings and described herein, d. Routing of sprinkler pressure Imes (dimension max. 100' along routing}. e. Sprinkler control valves. We hereby guarantee that the Irrigation system we have fuan furnished and installed is free from defects in materials and 4. Except as noted in paragraphs I,2, d 3 of this section (2.015), all requirements for non-prssure 5. Standards: All work and materials shall comply with governing codes,safety orders, standards,and . e boxes. workmanship, and the work has been co e with the Draw Specifications, regulations, and meet the minimum requirements of the Standard Specifications For Public Works f. Routing of control wiring and locations of all splice, P completed in accordance. � and ordinary wear lateral line pipe and fitting shall be the same as for solvent-weld pressure main line pipe and Construction (6reen Book) latest edition. g. Qulck coupling valves. and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects In material or workmanship fittings as set Forth M section 2.018 of the Specifications. In. Stub-outs for future connections. which may develop during the period of one year From date of acceptance and also to repair or replace any damage 1.02 QUALITY A55URANCE 4 REQUIREMENTS 1. Other related equipment as directed by the City of Rancho Cucamonga. resulting from the repairing or replacing of such defects at no additional costs to the City. We shall make such D Brass Pipe and Fittings: 5. On or before the date of the final field observation, the Contractor shall deliver the corrected and repairs or replacements within a reasonable time, as determined by the City, after receipt of written notice. In the A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as completed s las to the City of Rancho Cucamonga, Delivery of the se las will not relieve the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice required. mP ep ga ry P P P P B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed M all cases Contractor of the responsibility of furnishing required information that may be omitted from the from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we I. Where Indicated on the Drawings,use red brass screwed pipe conforming to Federal Specification where the manufacturers of articles used in this Contract Furnish directions covering points not shown in prints. will pay the costs and charges therefore upon demand. *WW-P-351. the Drawings and Specifications. G. Controller Charts: PROJECT: 2. Fittings shall be red brass conforming to Federal Specification 'W-P-460. G. Ordinances and Regulations: All local, municipal and state laws,and rules and regulations governing or relating to any portion of this work arc hereby Incorporated into and made a part of these an Specifications, 1 ore,As- prepared. drawing shall be approved by the City of Rancho Cucamonga before controller charts LOCATION: E. Copper Pipe and Fittings: and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall e ppared. 51GNED: not be construed to conflict with any of the above rules, regulations, or requirements of the some. PiPc T e K,hard tempered. However, when these Specifications and Drawings call for or describe materials, workmanship, or 2. Provide one controller chart for each controller sequence. I. ADDRESSED: construction of a better quality, higher standard, or larger size than is required by the above rules and . : wrou regulations, the provisions of these Specifications and Drawings shall take precedence.. 3. The chart shall show the area controlled by tine automatic controller and shall be the maximum 2Fittings: g� copper, solder joint e. size. which the controller door will allow. PHONE: DATE OF ACCEPTANCE: D. Explanation of Drawings: 3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, 4. The chart is to be a reduced drawing of the actual installed system. However, in the event the PART 2 - PROVXT5 solidus at 1125° F, and Iiquidus at 1145°F. I. Due to the Scale of the Drawing, it is not possible to Indicate ail offsets, fitting, sleeves, etc., controller sequence is not legible when the drawing Is reduced, it shall be enlarged to a size that which may be required. The Contractor shall carefully Investigate the structural and finished will be readable when reduced. 2.01 MATERIALS F. 60tevolves: conditions affecting all of his work and plan his work accordingly, furnished such fitting, etc., as may be required to meet such conditions. Drawings arc generally diagrammatic and indicative. of 5. The chart shall be a black lire or bluelMe ozalid print and a different A. General: Use only new materials of brands and types noted on drawings, specified herein,or approved I. Boll Valvas (I I/2' and smaller) the work to be Installed. The work shall bo Installed In such a manner as to avoid conflicts Indicate the arca of coverage For each station, equals. between the Irrigation system, planting and architectural features. B. PVC Pressure Main Linc Pipe and Fitting: a. Ball valves shall be a 125 Ib SWbronze valve with threaded ends and shall be equipped 6. When completed and approved, the Chart Shall be hCrmetiGQlly sealed between two pieGCs of with a stainless steel handle. 2. All work called for on the Drawings 4 notes or details such be furnished and installed whether or plastic,each piece being a minimum 20 mils. I. Pressure main line piping for sizes 2' and larger shall be PVC Glass 315. b. Ball valves shall be Nibco T- 585-10-66 or approved equal. not specifically mentioned in the specifications. 2. Glass 315 pipe shall be made from an N5F approved Type 1,Garde 1,PVC compound conforming C. All Ball valves shall be Installed per detail. 1. These charts shall be completed and approved prior to the final field observation of the irrigation 3. The Contractor shall not willfully Install the irrigation system as shown on the, Drawings when It is system. to A5TM resin specification 01184. All pope must meet requirements as set forth In Federal obvious in the field that obstructions, grade differences, or discrepancies In area dimensions exist Specification PS-22-10, with on appropriate standard dimenstm (5.12R) (Solvent-Held Pipe). 2. Resilient Wedge bate Valve (2' and larger) that might not have been considered In engineering. Such obstructions or differences should be D. Operation and Malntcnance Manuals: a. Resilient Wedge GQte VOIVCS shall be epoxy coated and equipped With Q 2' operating nut. brought to the attention of the City of Rancho Cucamonga. in the event this notification is not 3. Pressure main line piping for sizes I-I/2" and smaller shall be PVC Schedule 40 with solvent performed, the Contractor shall assume full responsibility for any revision necessary. I. Preps re and deliver to the City of Rancho Cucamonga within ten calendar days prior to welded joints. b. Resilient Wedge bate valves shall be No. 403 RT-RW as supplied by Watts or approved completion of construction, two hard-cover, three ring binders containing the following equal. 1.03 SUBMITTALS Information: 4, Schedule 40 pipe shall be made from NSF approved Type I, Grade I PVC compound conforming C. All Resilient Wedge bate valves shall be Installed per detail. A. Material list: a. Index sheet which states Contractor's name, address, and telephone num to A5TM resin specification 01185. All pipe must meet requirements as set forth in Federal 6. Quick Coupling Valves: I. The Contractor shall furnish the articles,equipment,materials, or processes specified by name in lists each installed equipment and material item including names and addresses of Specification P5-21-10. the Drawing and Specifications. No substitution will be allowed without prior written approval manufactures local representatives. 1. Quick coupling valves shall have a brass,two-plece body designed for working pressure of 150 by the City of Rancho Cucamonga. b. Catalog and parts sheets on every material and equipment Item installed under this 5. PVC solvent-weld fitting shall be Schedule 40, II-I NSF approved conforming to ASTM test P.5.1. Contract. procedure 02466. 2. Quick I valve shall be able with a ick ler size and a shall be as 2. Complete material list shall be submitted prior to performing any work. Material list shall inci�de c. Guarantee statement. GOUP in9 aP� � �P �• �J � the manufacturer, model number, and description of all materials and equipment to be used. d. Complete operating and maintenance instructions on all major equtpment. 6. Solvent cement and primer for PVC solvent-weld pipe obd fittings shall be of type and Mstoliatlon shown on the Drawings. Although manufacturer and other Information may be different, the following is a guide to proper . methods prescribed by the manufacturer. H. Backflow Prevention Units: submittal format: 2. In addition to the above mentioned maintenance manuals, provide tine Ci4 s maintenance personnel with Instructions for major equipment and show evidence in writing to the City of Item No. Description Manufacturer Model No. Rancho Cucamonga at the conclusion of the project that this service has been rendered. 1. All PVC pipe must liar the following markings: I• Backflow prevention unit shall be of size and type Muted on the irrigation drawings. Install backflow prevention units M accordance with the Drawings. I Backflow Preventer Febco 625-Y-A E. Equipment to be Furnished: a. Manufacturer's name 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel 2 Automatic Controller Colsense ETI-24-DR b. Nominali size 3 Master Valve Superior 3100 RGV I. Supply as a part of this contract the following tools: P screen and shall be similar to Bailey 01000 or approved equal. 4 Etc. Etc. Etc, c. Schedule or class a. Two (2) sets of special tools required for removing, disassembling and adjusting each d. Pressure rating in P.S.I. 3. All pressure main tine piping between the point of connection and the backflow preventer shall be Irrigation submittal must be specific and complete. All items must by listed and should Include required type of sprinkler and valve supplied on this project. C. NSF (National Sanitation Foundation? approval installed os re. by local code. The Contractor shall verify with the local governing body as to solvent,primer, wire,connectors,valve, boxes, etc. No copies of manufacturer's literature material a and installation procedures for to start of construction. 5ubmlt sin drawin for (catalog wts) are required as submittal information. b. Two {2) four-foot valve keys for operation of gate valves. f. Date of extrusion � Pr Pr shop 9 C. Two (2) keys for each automatic controller. approval. 3. Equipment or materials Installed or furnished without prior approval of the City of Rancho d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof 6• All fittings shall bear the manufacturer's name or trademark, material designation,size, applicable Gut be rejected and the Contractor be re ired to remove such materials from of each type of quick coupling valve, installed. I. Check Valves: a11Onga � j ^''�J aN• I.P.S. schedule and NSF seal of approval. the site at his own expense. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. I. Swing check valves 2' and smaller shall be 200 pound W.0.6. bronze construction wiih Before Final observation can occur, evidence that the GI has received material must be shown to G• PVC, Non-Pressure Lateral Linc Piping: 4. Approval of any item,alternative Or substitute indicates Only that the product or products City replaceable composition,neoprene, or rubber disc and shall meet or exceed Federal Specificatlon apparently meet the requirements of the the City of Rancho Cucamonga Drawings and Specifications on the basis of the t. Non-pressure buried lateral Zinc piping shall be PVC Schedule 40 with solvent-weld joints whom WW-V--510, Glass A, Type IV. information or samples submitted. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING installed in planting areas. 5. Manufacturer's warranties shall not relleve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise cart M handling, loading,Such unloading, and storing PVC pipe CIJCA40 and fittings. All PVC pipe shall be transported in a vehicle which allows O B. RECORD DRAWINGS: the length of pipe to Ile flat so as not to subject it to under bending or a concentrated external load at any `� point. Any section of pipe that has been dented or damaged will be discarded, and if Installed, shall be I. The Contractor shall provide and keep up-to-date a complete record set of biueline ozaiid prints replaced with new piping. which shall be corrected dally, showing every change from the original Drawings and 0 a OPDA-M 5-T�1P fay 5L� �qy Specifications and the exact installed locations, sizes,and kinds of equipment. Prints for this 1.05 5UB5TITUTIONS a be ofrom obtained fthe Gi of Rho Cucamonga at t. This of din shall DATE �PPgpy� purpose "� City °"� coss sedrawings A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on � � ' be kept on the site and shall be used only as a record set. the Drawings and Specifications, he may do so by providing the following Information to the City of �T 2. ThRancho Cucamonga for approval: h�+-"t -- � CITY OF RANCHO CUCAMONGA The. Contractor shall make neat and legible notations on the record drawing ass sheets dal g g ��- � o � o as the work proceeds, showing the work as actually Installed. For example, should a place of 9 k^9 p - TRACT NO. 14459 i. Provide a statement MdicatM the reason for Ma the substitution. Use a se crate shoat of �•"1 equipment be installed in a location that does not match the plan, the Contractor must Indicate that paper for each item to he submitted. ul ent has been relocated in a is manner so as to match the original symbols as Indicated � F...� Pm � 9 � � 9r I--1 M the irrigation legend. The relocated equipment and dimensions w111 then be transferred to the 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be LANDSCAPE AND IRRIGATION i e V original record drawing plan at the proper time. subst tut d. ARCHIBALD AVENUE/LEMON AVENUE 3. Provide the amount of cost savingsif the substituted Item >S Quad. approved.3. Before the date of the final observation, the Contractor shall transfer all information from the 'record drewprints to a sepia nlor or similar m lar material. Arrangements shall be made B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal S APPROVED BY: / DATE y 1 item as on approved equal to the equipment and materials listed on the, Drawings and Specifications. �f,Ni1 ��£ CiTY EN�lG •A , cu�i(, ��l RCE: 24W3 through the city for obtaining said sepia mylar or simllor mylar material. All work shall ben �F� J. SF '6p waterproof India ink and applied to the, mylor by a technical pan made expressly for use on mylarI O6 GUARANTEE CG�9 nye DESM PLAN t�AM BY: material, Such pen shall be similar to those manufactured by Ropidogroph, Kueffel d Esser, or e.5 PJD SEG URA/DEUTSCHMAN 7-��k Faber Castell. The dimensions shall be made as to be easily readable even on the final controller � LA � DMWN ' ASSOCIATES S EEt A. The grantee for the Irrigation system shall be made M accordance with the attached form. The General No. chart (see Section G). The original mylar "record drawing" plan shall be submitted to the City of 9u � y 9 p l � t,wDse�rE ARCFtlfECTURE uRa�w DESi'eN LAND PW�ffNG 9 � Rancho Cucamonga for approval prior to the completion of the controller chart. Conditions and Supplementary Conditions of these Specifications shall be filed with the City prior to * Exp. P.� L-7 � 333 W. LAMBERT RD. SUITE G fRfA, U 92621 7141529-1"T acceptance of the irrigation system. � `�q �� AfA� RCE ND 9748R to OF Ct�� Tie DATE ME 7, 1898 ME No97488 *37-L A 2. Anti-drain vales shall be of heavy duty virgin PVC constructlon with F.I.P. thread inlet and O. Miscellaneous Irrigation Equipment: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust,and moisture, before installation. B. Testing of Irrigation System: outlet. Internal parts shall be. stainless steel and neoprene. Anti-drain valve shall be field Installation and solvent welding methods shall be as recommended by the pipe and fitting adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be sin►Icr to the i• Refer to the Irrigation flans for sizes and types of miscellaneous Irrigation equipment. marwfactu�.er. I. The Contractor shall request the presence of the C49 of Rancho Gucamrormga in writing at toast 48 hours in advance of testing. Valcon "ADV" or approved equal. 2. All miscellaneous irrigation equipment shall to as specified or approved equal. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape 2. Test all pressure lines under hydrostatic. pressure of 150 pounds per square Inch and prove J. Control Wiring: PART 3 - EXECUTION or approved equal,shall be used on all threaded PVC to PVC, and on all threaded PVC to metal watertight. joints. Light wrench pressure Is all that is required, hrr ere threaded PVC connections arc 3.01 OBSERVATION OF 51TE CONDITIONS Note: Testing of pressure main lines shall occur prior to installation of the electric control 1. Except as noted otherwise, connections between the automotic controllers and the electric control required, use threaded PVC adaptors Into which the pipe may be solvent welded. valves. valves shall be made with direct burial copper wire AW6-1).F. 600 volt. Control wiring installed A. All scaled dimensions arc approximate. The Contractor shall check and verify all size dimensions and in control wire conduit within structure shall be made with AWG--TW solid copper wire. Pilot receive approval from the City of Rancho Cucamonga prior to proceeding with work under this Section. E. Line Clearance: 3. All piping under paved areas shall be tinted under hydrostatic pressure of 150 pounds per square, inch and proven watertight prior to paving. wires shall be a different color wire for tach automatic controller. Common wires shall be white i. All (res shall have a minimum clearance of six (b) inches from each other and twelve (12) Inches with a different color sir' for each automatic controller. Install in accordance with valve B. Exercise extreme care In excavating and working near existing utilities, The Contractor shall be 4. Sustain ensure in lines for not Tess than six (b) hours. If Teaks develop, replace opts and repeat from lines of other trades, with the exception of the control wire sleeve(s) which shall be installed t� op P j responsible For damages to utilities which arc caused by his operations or neglect. Check existing utilities test until entire system Is prover watGrti ' manufacturer's specifications and wire chart. In no case shall wire size to less than #14. drawings for existing utility locations. adjacent to pressure supply line. Parallel lines shall not be Installed directly over one another. F. Automatic Controller Assembly: 5. All hydrostatic tests shall be made only in the presence of the General Contractor and the City of 2. Wiring shall occupy the same trench and shall be, installed along the same route as pressure supply G. Coordinate Installation of sprinkler materials Including pipe, so there shall be no interference with utilities Rancho Cucamonga. No pipe shall be backfilled until It has been observed, tested, and approved or lateral Ilmes wherever possible. or other Construction or difficulty in planting trees, shrubs, and ground covers. Install as per maxufacturer's Instructions. Remote control valves shall be connected to controller in In writing. numerical sequence as shown on the Drawings. b. Furnish necessary force pump and all other test equipment. 3. Where more than one (1) wire is placed In a trench, the wiring shall be taped together at Intervals D. The Contractor shall carefully check all grades to satisfy himself that he may safety proceed before starting Of fifteen (15) feet. work on the irrigation system. G. High Voltage Wiring for Automatic Controller: 1. hien the irrigation system Is completed, perform a coverage test in the presence of the City of 3.02 PREPARATION I. 120 volt power connectionto the automatic controller shall be provided by the Coactor. Rancho Cucamonga to determine if the water coverage for planting areas is complete and 4. An expansion curl shall be provided within three (3) feet of each wire correction. Expansion curl ntr . 2, All electrical work shall conform to local codes, ordinances, and union authorities having adequate. Furnish all materials and perform all Work required to correct any h odecpacles of Shall be of sufficient length at each splice connection at each electric control valve, so that In case A. Physical layout: n9 of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. jurisdiction. coverage due to deviations from the Drawings,or where the system has been willfully installed as I. Prior to installation, the Contractor shall size stake out all pressure supply IMGs,routing and Indicated on the Drawings when it is obviously Inadequate,without bringing this to the attention Control wires shall be laid loosely in trench without stress or stretching wire conductors. location of sprinkler heads. H. Remote Control Valves: of the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is 5. All splices shall be made. with Scotch-Lok #5516 Connector Scaling Packs, Rolnblyd Snap-Tile 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. I. Install where shown on the Draw . Hiere together,allow at least twelve (I2) inches planted. tngs grouped 9e wire connectors., or approved equal. Make only one splice with each connector scaling pack. B Water 5": between adjacent valve boxes. Install each remote control valve In a separate valve box. 8. Upon compiction of each phase of work, the entirc system shall be tested and adjusted to meet site 6. Field splices between the automatic controller and electric control valves will not be allowed 1. The, Irrigation system shall be connected to water supply points) of connection as Indicated on the 1• Flushing of System: requirements. without prior approval of the City of Rancho Cucamonga. Drawings. I. After all new sprinkler pipe lines and risers arc In place and connected, all necessary diversion 3.01 MAINTENANCE 2. Connections shall be made at the approximate, Iocation(s) shorn on the. Drawings. The Contractor work has been completed,and for to installation of sprinkler heads, the control valves shall beK. Automatic Controller: is responsible for mitior changes caused by actual site, conditions. opened � A. The entire Irrigation system shall be under full automatic operation for a period of seven (?) dogs prior to opened and Full head of water used to flush out the system. any planting. 1. Automatic controller(s) shall be of size and type shown on the Drawings. G. Electrical Supply: 2. 5prinkicr heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the city of Rancho Cucamonga. $• The Gfty of Rancho Cucamonga reserves the right to waive or shorten the operation period. 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. 1. Electrical connections for any and all automatic controllers shall be made of electrical points) of omp ty connection as Indicated on the Drawings. J. Heads: `�pr�inkier 3.08 CLEAN--UP 3. Unless otherwise noted on the Drawings,the 120 volt clectricai power to each automatic controller 2. Connections shall be made at the approximate location(s) shown on the Draw". The Contractor 1• Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this Goan-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, location Is to be furnished by others. The final electrical hook-up shall be the responsibility of the is responsible for minor changes cause by actual site conditions. work shall be, equlvalent in all respects to those Itemized. 3.03 INSTALLATION all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be Contractor. A. Trenching: 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the repaired to its original condition. L. Electric Control Valves: spacing exceed the maximum recommended by the manufacturer. I. Dig trenches straight and support pipe continuously on bottom of trench. Lay p" to an even 3.Oa FINAL SITE OBSERVATION PRiOR TO ACCEPTANCE 1. All electric control valves shall be the some size and type shown on tine Prowings. grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 3.04 TEMPORARY REPAIRS A. The Coitractor shall operate each system in Its entirety for the City of Rancho Cucamonga at time of Final The City reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment In 2. All electric control valves shall have a manual flow adjustment. 2. Provide for a minimum of twenty-four (24) inches cover for all Irrigation Ines Installed under operating condition. The exercise of this right by the City shall not relieve the Contractor of his responsibilities Observation. Appy items doomed not acceptable by the City of Rancho Cucamonga shall be reworked to the paving or hordscaping• under the terms of the guarantee as herein specified. complete satisfaction of the City of Rancho Cucamonga. 3. Provide and install one control valve box for each electric control valve. g• Provide for a mMMwm of twenty-four (24) Inches cover for all pressure supply lines of three (3) 3.05 EXISTING TREES M. Control Valve Boxes: inches or larger in diameter. B. The Contractor shall show evidence to the City of Rancho Cvcomongo that the City has received all Nhere it is necessary to excavate adjacent to existing trees, the Contractor shalt use all possible care to avoid injury 4. Provide for a minimum of eighteen (I6) Inches cover for all pressure supply Innes of two and one to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All accessories, charts, record drawings, and equipment as required before final site observation can occur. 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries "10-12B with green bolt- half (2 1/20) inches or smaller. roots two (2) Inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (b) shall be heavily wrapped with burlap to prevent scarring or excessive drying. 4wo a ditching machine Is run close 3.10 SITE 085ERVATION SCHEDULE Inches. 5. Provide for a minimum of twelve (12) inches for ail non-pressure lines. to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand A. The Contractor shall be responsible for notifyhg the City of Rancho Cucamonga In advance for the trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats of 2. Use 1-1/2" x 16" x 11" rectangular box for all electric control valves. Carson Industries * 14Iq- 6. Provide for a minimum cover of eighteen (IS) inches for ail control wiring. Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours;and where this is not following observation meetings, according to the time indicated: 12B with green belt-down cover or approved caval. possible,the side of the trench adjacent to the tree shall to kept shaded with burlap or canvas. I. Refer to City Standard 120 'Trench Repair" when within City streets susceptible to traffic loads. I. Pre-Job GonFerence - 1 days 3• Use 6' diameter x 8-3/4'deep round plastic valve box for all quick coupling valves. Carson 3.06 HELD OUALITY CONTROL 2. Pressure supply ire installation - 24 hours Industries # 608-12 with green flex-lock cover or approved equal. B. Backfilling: A. Adjustment of the System: 3. Lateral Ilnc and sprinkler installation - 24 hours 4. Use q-1/2" x 16" x 11' rectangular box for all electric control valves Installed within on-grade 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be i The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent landscaped areas. Carson Industries 0 141q-125 with green bolt-down cover or approved equal. carefully bockfilled with the excavated materials approved For backfilling, consisting of earth, 4. Automatic controller installation - 24 hours loam, sandy clay, sand, or other approved materials, free from iargc clods of earth or stones. overspray onto walks, roadways, and buildings as much as possible. 5. Use 10' x " round box for all quick coupling valves installed within o+ ove cGxe landscaped Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent 2. If It is determined that adjustments in the irrigation equipment will provide proper and more 5. Control wire Installation - 24 hours areas. Carsonson Industries No. q10-12B with green bolt-down cover or approved equal. undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken adequate coverage, the Contractor shall make such adjustments prior to planting, Adjustments areas, humps or other surface, irregularities. may also include changes In nozzle, sizes and degrees of arc as required. b. Pressure supply line and lateral line testing - 48 hours N. Sprinkler Heads: 2. A fine granular material backfill will be Initially placed on al! Iincs. No foreign matter larger them 3. Lowering raised sprinkler heads by the, Contractor shall be accomplished within ten (10) days after 1. Coverage test - 48 hours notification by the City. 1. All sprinkler heads shall be of the same size, type, arta deliver the same rate of precipitation with ane-half (1/2) Inch in size will be permitted in the initial backfill. 8. Final observation -1 dogs the diameter (or radius) of throw,pressure,and discharge as shown on the Drawings and/or 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the specified in these special provisions. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. Drawings. 5. Rain Bird EFB-CP-PRS valves will to set per manufacturers specification so that each lateral 4. If settlement occurs and subsequent adjustments in pipe,valves,sprinkler heads, lawn, p operates at design 2. Spray heads shall have a screw adjustmer�. Pe 9n Pressure. other construction arc necessary, the Contractor shall make all required adjustments without cost the 3. Reser units shall tae fabricated in accordance with the details shown on the drawings. to city. r I G. Trench and Backfill Undo Pav Ing n9 `'"l 4. Riser nipples for all inkier heads shall be the same size e.5 the riser opening h the inkier 0 0 oP � Pia � M9 I. Trenches located under areas where asphaltic concrete, or concrete will be Inst body. P�^9 be backfilled with sand (a layer four (4) inches below the pipe and six (6) Inches above the pipe) r, and c acted In layers to 415% compaction, us manual or mechanical tamping devices. 5. All sprinkler heads of the same a shall be the, same manufacturer. omP � °^''p using n''p 9 Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush DESCiI�P'I OF HEVt910N DATE cRY O. 51 c �'xJ r'9 �-�i Dov®: ung' with the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under r Sleeving under hordscape or paved areas for mainline, lateral lines or control wiring shall be paving prior to the paving work. I. w -- CITY OF RANCHO CUCAMONGA 5chcdule 40 P.V.G. or approved equal. O 1J 2. Generally, pl hg under existing walks is done by jacking, boring, or hydraulic driving, but where P. Vandal Resistant Controller Enclosure: any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by TRACT NO. 14459 the, Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete L� I. Controller enclosure shall be of size and type showon the irrigation Drawings and Irrigation she.II be obtained From the i of Rancho Gcanion 9e. No N#aulic driving will be permitted C-' LANDSCAPE Detail sheet. under concrete paving. IRRIGATION 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting 3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads ARCHIBALD AVENUE/LEMON AVENUE the automatic sprinkler controller and terminal strip. D. Assemblles: I. Routs of Inkier Irrigation Tines as indicated on the Drawin is di ammatic. Install lines APPROVED BY: A'66� �� DATE 3. A 111 volt lex box shall be ovidcd with an On/Off switch and a 111 volt roc facie. Metal -p,NDSCgp£ CfTYLXtj ENGIFEM � v����'� RM 24953 (and various assemblies) in such a monner as to conform with the details In the Drawings. QUO r5 J. 1Z conduct shall run from the 111 volt supply to the controller housing. All power within the housing ,`� CGS C'y oEst� PLAN PF1EPAFED BY: FECOMMNIND Shall be r d. 2. Install NO multiple assemblies In plastic lines. Provide each assembly with Its own outlet. properly phrase c; 9 P.DS L , SEGURA/DEUTSCHMAII�T a -' ASSOCIATES 4. A terminal strip shall be provided, clearly Indicating the proper points of correction of all 3. install all assemblies specified herein in accordance with respective detail. In absence of detail No. LA 3z DRAWN aNi� LMWSCAK ARCWTECTURE URBAN DESIGN LAND PLANNING appropriate wiring (station valves, master valve,common,central control). drawings or 5peciflcations pertaining to specific items required to complete work, perform such � Exp. 30 � � P"D �.-8 OF9 SSS W. LAMBERT RD. SUITE G #KA, CA 92821 714/529-1201 work M accordance with bast standard practice with prior approval of City of Rancho Cucamonga, Slq� E ` p RCE NO DitAVVtlCi N0. OF CN- Q Tis DATE MAY 7, 1998ME974SR 1637-1 B. Klee observations have been conducted other than the Clty of Rancho Gucanonga,show evidence In A Plant Materials: All trees, shrubs,ground cover;bedding plants and lawn shall be guaranteed from date of 4.01 Scope of hbrk: 6.03 Submittal: writing of when and by whom these observations were made. final acceptance of landscape construction for periods as follows: Provide all material, equipment,and labor necessary to install all trees and shrubs as shown on plans, as reasonably Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the Landscape Implied and as delineated In the specifications. Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed G. No site observations will commence without 'As-Built" record drawings. The contractor shall not call for Trees 24" box I larger I year bpas prevalent and expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish a site visit without "As-Built" record drawings, without completing previously noted corrections,or wtthout Trees 15 gal. t smaller I year 4.02 Products the Landscape Contractor and Landscape Architect and C14 data to demonstrate the compatibility of the weed preparing the system for sold visit. Shrubs All sizes 120 days A. Nomenclature - Plant names Indicated on the drawings conform the "Standard Plant Names' established by control materials and methods with the intended planting and seed varieties present. Ground clover 120 days the American Joint Committee on Horticulture. Except for names covered therein, the established custom 6.04 Responsibility and Coordination: CONCRETE SPECIFICATIONS Bedding Plant 120 days of the nursery is followed. A. Landscape Contractor is responsible for the erect�rn II si and barriers required to event Intrusion Lawn (sod) 120 days a gns equ pr PART 16ENERAL Lawn (seed) 120 from first mow Into the treated areas and to notify the, public. �j B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free (ran plant disease, insect pests, or their eggs, and shall have, healthy, normal root systems, well-filling their B. No material or methods shall affect the landscape plantl j Or hydroseed germination. No material or 101 Description Guarantees begin after the project acceptance by City and at the end of the I60-day maintenance period. container,buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case method shall render the job site unusable for more than 10 days from date of application. Landscape Contractor shall replace and plant all materials which have died within the time span stated above,at no shall trees be topped. 6.05 Non-Selective Herbicides: For concrete information refer to the Standard Specifications For Public Works Construction (6reen Book: Edition cost and within 5 days from rccelving written notice from the Landscape Architect or City. if dead material is not A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent Intrusion per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well as any other sections related to replaced and planted within the 5 day period, City may replace dead material with new material and charge the G. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices into the treated areas and to notify the public. the installation, per and post installation of concrete work, materials, labor, and clean-up. The Standard Landscape Contractor for all expenses incurred. and shall be of the size and caliper normally associated with the container size specified on plans. Removal Specifications for Public Works Construction is available from: of all tags, labels, nursery stakes and tics from all plant material prohibited until the approval of the Landscape B. No material or methods shall affect the landscape plant or sfhydro dot germination. on material or B. Const ruction Materials: The contractor shall Grantee all workmanship and materials for all site method shall render the j� site unusable for more than I days from date of application. � T' Architect Or Gity, BI Building News development, for a period of one year From date of final acceptance of project. 6.05 Non-5clective Herbicides: 3055 Overland Avenue 1.06 Material and Labor Releases: D. All plant material delivered to the site showing signs of damage or disease or is in%ftlent in size to carry Non-selecttve contact herbicide wdlor non-selectNe systemic herbicides (as recommended by the Pest Control Los Angeles, GA 90034 out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. Advisor) Upon completion of the work, the Contractor shall present to the City, signed topics of all labor and materials (310) 202-1115 releases for all work performed under Site Development. E. Sizes of Plants - Shall be as stated on the Plan. Container stock(1-gallon,5-gallon, and 15-gallon) shall 6.Ob Selective Herbicides: 1.02 Scope have been grown in containers for at least one (1) year,but not over two (2) years. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) LOCI Disposal and Clean-up: b.01 Woed Eradication: Furnish and install all concrete, work complete as indicated on the drawings or as specified: Including, but not F. Substitutions - Substitutions for Indcated plant material will be permitted provided the substitute materials limited to the following: Remove all waste materials (Inc," ted material classified as txnacceptabie soil material),trash and debris are, approved In advance by the City,and ore made at no odditlonol cost to the City. Except for authorized If in the opinion of the Pest Control Advisor, perennial gasses and weeds C mmeng In the planting areas will require cluding generated or encountered during the. course of landscape constrvction,and legally dispose of It. During the course variations,all substitute plant materials shall conform to the requirements of these specifications. control prior to removal, spray these areas per Pest Control Advisor's recommendations. A. Furnish and set all reinforcing steel,bolts, and anchors. of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Glean up and A. Prior to the installation of the Irrigation system remove and clear all weeds and deleterious materials from remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. 6. Plants Not Approved - Plants not approved arc to be removed from site Immediately and replaced with plGnting arm. B. Install all items required by other trades which are to be cast Into concrete.. The site shall be cleaned upon the request of the inspector. suitable plants. The City reserves the right to reject entire lots of plants represented by defected samples. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of I' - 2' below the surface of the soil. Physically remove all weeds from the site.. G. Concrete mow strips,footings for walls, fencing, posts,benches, etc.,where applicable. PART 2 - EXECUTION H. Stake all trees,as per details immediately after planting to prevent wind damage. PART 7 - LANDSCAPE MAINTENANCE 1.03 Protection 2.01 Protection: I. Plant trees that are to be located In lawn or ground cover areas after finish grades are first established and 1.01 Scope of Work: allow at least 1 calendar days prior to installation of said lawns or ground cover to provide for thorough Provide all materials, labor and equipment necessary for,or incidental to, performing all maintenance requirements All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade shall be placed waters of trees. All planting holes shall be excavated as defined on appropriate details. irnediately after concrete finishing. Contractor shall furnish, place and remove all of his own barricades. Contractor Keep all plant material delivered to site in a healthy condition For planting. Plants shall not be allowed to dry out. � P � � as reasonably implied or as delineated in the specifications Including, but not limited to the following: shall be responsible for any damage to new construction and replacement or repair of the work shall be made Bare, root stock shall be separated and heeled-inn, in most earth or other suitable material until planting. Balled and 4.03 Soil Amendments: Maintain ail plants and planted areas. s s burlopped plants have root covered sawdust, wooips or o t ball d with moist dustd chther suitable material until Keep planted areas free of weeds and debris. without added cost to the Clty. Soil amendments shall be. as recommended In the Agronomic soils report Prune trees and shrubs. planting. Fertilized all plants and planted areas. 1.04 Glean-up 4.04 Trees Stakes: Irrigation. 2.02 Installation: Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for fVrther information. Insecticide spraying. Upon completion of all concrete work and before final acceptance, the Contractor shall remove all tools,surplus materials, apparatus, debris,etc, from the site and the site shall be left in a clean, neat condition acceptable to the Detailed layout a plants within the planting areas shall be performed by Contractor and approved by the Landscape PART 5 - 6ROUND COYER AND BEDDING PLANTS 1.02 Fertilizers: City. Architect and City prior to planting. 5.01 Scope of Work: A. Commercial fertilizers with on analysis of 5-3-1-6ro-Power Plus, and 12-6-6 Gro-Power Controlled Release Nitrogen,as designated herein,or approved substitute as required by the Agronomic soils report. PLANTiNG SPECIFICATIONS Soil excavated from planting holes shall be amended to backfill around trees and shrvbs using the following Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover Avoilable from Oro Power (909) 393-3144. mixture: and bedding plants,as shown on plans, as reasonably implied, or delineated in the specifications. B. Ammonium Sulfate: 6ranulo form containing not less than 21% nitrogen and 24% sulfur and shall be PART I - GENERALregistered as on agricultural miner, with the. State Department of Agriculture in compliance with Article 2 - Native, On-Site Soil with rock no greater than 3" in diameter 5.02 Bedding Plants: "Fertilizer Materials," Section 1030 of the Agricultural Code. Gro Power Plus, 5-3-I 15 lbs/cy 1.03 General: 1.01 Scope of Work: Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and Iron Sulfate 2 lbs/cy variety shown on plans. Maintenance shall start Immediately after landscape Irrigation and planting. Contractor shall provide all materials, labor and egvipment Incidental to and necessary for completing all work, as Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work and Indicated on the drawings,as reasonably implied, or as delineated in the Specifications as Follows. (To be used for bidding purposes only,verify w(th Agronomic Soils Test.) 5.03 Ground Govan: continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the AFter backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water-in Landscape Architect and City representative. 102 standards: and establishment. Ground Cover: Provide ground cover of the species shown on plans. Crowd cover shall be established and well rooted In fiats or similar containers. A. Irrigation: Operate. Irrigationsystem on an established program to maintotn all plants and planted areas in a healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to Irrigation system Prix• to Installation of turf and ground cover,remove water basins from around trees and shrubs. Berms in turf areas 5.04 Mulch: resulting from maintenance and equipment and/or maintenance personnel, shall be restored to Its original All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the to be removedor to Cit tante. P'n' y acct P Mulch: Shall be of compacted wood chip iter. condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention minimum requirements of the Standard Specifications For Public Works Construction (6reen Book) latest edition. of the City. No repairs other than emergency repairs shall be accomplished without written permission PART 3 - SOIL PREPARATION AND FIN15H GRADING 5.05 Coordination: from the City. 1.03 Quality Assurance. A. DO not have plants delNered to the job site until site conditions are ready for planting. If planting is B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to 3.01 Scope of Work: delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other exceed 10 calendar days. A. All Contractors performing Sete Development work, must be licensed in accordance with the laws of the damaging elements. The Contractor may elect to remove such concentrations of weeds manually or by on approved herbicide State of Collfornlo. A. Provide ail materials and equipment,and perform all work necessary for and incidental to the soil program. wn B. Soil preparation and Fine grading shall be completed and trees and shnrubs installed prior to bedding plants preparation and finish grading of all planting and laareas as shown on plans, as reasonably Implied,or and ground cover planting. G. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material as delineated in the specifications. necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of Suppliers expected to be employed during the course of construction. 5.06 Installation: insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. include Gopher control G. Contractor shall obtain and keep in Force Public Liability and Property Damage Insurance, ng Plant ground cover and bedding plants in moist soil and space as indicated on plans. D. Prun Prune all plants as designated and directed Landscape Architect,at start of maintenance acini entire Ing' P 9n� � � course of the Construction Contract. The amount of insurance shall be determined by City. G. Gleaning and finish grading of planters areas and planting areas. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture program and continue to prune plants as directed or as may become necessary until the end of the shall be such that soil does not crumble when removing plants from container. maintenance program. D. Prior to start Of site level wok, the Contractor shall nota the Landscape Architect and City to Ne 3.02 Topsoil: Remove trosh weekly. Edge ground cover to keep M bounds and trim top growth as necessary to achieve opmcnt fy qx y 9 Regrade planter areas after planting,to restore smooth finish ode and to Insure proper surface drainage. A 4" lager start and completion dates. Contractor shall also s the Candle Architect and City With the A. Existing On-site soils listed as 'ace able' under Site 6r ' edification. � P P g � and OYGraII CVG1 appearance. Exterminate gophers and moles;repair damage. Ing omp supply ape ty g ceding sp of mulch material shall bes�read over the entire planter area after grade Is established. Watering shall begin name and telephone nurr�ber of the person in charge of the work, immediately after mulching. Grading shall accommodate the mulch) PART 8 - ACCEPTANCE OF PROJECT $. Topsoil imported to site for use as fill, backfill In planters and mounding, shall be sandy textured. silt plus 6.01 General: clay content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no 5.01 Protection: Upon completion of installation, a maintenance period of a minimum of 160 days for all landscaped areas is required prior to 1.04 Responsibilities and Coordination: eater than i art per million as measured on the saturation extract. The sodium abs tion ratio (SAR) final acceptance of the work the Ci The Commencement date for the maintenance period shall commence written 9r P P °rP Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. p by my. Per upon A. Permits: The Contractor shall obtain and pay for all permits and Inspections required by governing shall not exceed 3.0 millimohos per centimeter at 25 G. In order to ensure conformance, samples of the approval for all phases of planting installation by the 014 Public Works Inspector. Maintenance period shall be adequate to authorities for the work to be performed, imported soil shall be submitted to on agronomic soils testing laboratory, approved by the project PART 6 - WEED ABATEMENT verify plant characteristics and establishment. Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soil 6.01 Scope of Work: A. Two inspections shall be made thatrffect the establlsly a periodThe first after all plantings have been test to include analysis and recommendations. Provide all material,equipment,and labor necessaryto perform all work as Indicated on plans,as reasonably completely Installed n order to approve the beginning of the establishment period, and the second at the B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the ^t' P P y end of the establishment period. if plantings are not ace table at the and of the 180 period, due to site prior to commencement of work under this contract. The Contractor shall verify the location and Implied, and as delineated in the specifications. P 9s Pr ori y 3.03 Soil Amendments: defective maintenance, then continue establishment until all work meets with the Specifications and can be depth of all underground utilities prior to start of work. 6.02 Quality Assurance: approved. All soil amendments shall be as specified M the Agronomic 5ultabllity/Fcrtlllty lolls repot furnished by the A. Thelicator of all weed control materials shall be licensed the State of California as a Pest Control Contractor � � B. At termination of establishment period all plant material shall be live.,healthy,undamaged, and free o G. Temporary Utilities: The Contractor shall apply For and pay all cost Incurred for all temporary utilities Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before. final such as water, electrical power and gas as required by him for the construction of the project. Temporary 3.04 Soil Preparation: nce B. All materials and methods must conform to Federal, State, and Local Regulations. acceptaof work will be made. All areas shall be neatly roked and free of weeds. services shall be coordinated with the City and other contractors on the)orb site. All work on Irrigation system shall be complete and inspected For recommended approval and, fine grading D. Survey,Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, completed, prior to rototilling and prior to soil amendment work. CUCA11fo reference ns points and elevations required by him, and shown on plafor proper execution of situconstruction. After rough grades have been established, prepare all lawn and planting areas by tilling or cross rippingptng to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that are to be E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the sodded, in which all rock and debris more than I" In diameter shall be removed. construction of the project. All temporary traffic barriers and detours shall conform to all conditions Apply , spread, and rototil In all soil amendments as recommended to a depth of 6". Water area thoroughly after � �L UPD^-Tt_: S'1'PSMQ 5Y 5.pA, � required N the City or governing authorities. rototiiling is complete. Incorporate evenly into the top 4" to 6" the following for each 1000 square, feat of planting 1.05 Defective and Unauthorized Work: area. ►-i-t � OF � DATE ��ov� 4 cubic yards of nitrolized Redwood or Fir shaving or equal. All work which Is determined by Inspection to be defective In Its construction or deficient i, any of the requirements 200 lbs. of Oro-Power or approved equal. �I..r CITY OF RANCHO CUCAMONGA of the, plans and specifications,shall be remedied or removed, and replaced by the Contractor at his own expense in The above soil conditlonin l arc minimal qualities only and should be used only for bidding purpose,because soil O O a moaner acceptable to the Landscape Architect and City, conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every �..t TRACT NO. 14459 1.06 Inspections: 25,000 square Feet of planted arca. These soil tests shall be conducted by an approved Agronomlc soils testing The Contractor shall arrange for Inspections by notifying the Landscape Architect, City and governing authorities, laboratory approved by the project Landscape Architect and City. topics of the soil test to be provided during the �--� LANDSCAPE AND IRRIGATION 24 hours prior to time of Inspection, unless otherwise noted. Inspections shall be as listed below, but not Pre-construction)orb conference. b necessarily In this order. Only the Inspection pertaining to the project scope of work will apply: r 3.05 Rn►sh Grading: ARCHIBALD AVENUE/LEMON AVENUE Rough 6radnng. After rototilling operations are complete,grade areas to establish finish grades for planting. All Now lines shall be _ Drain Lines and Catch Basins, maintained and proper tolerances shall be met after settlement at the the end of project maintenance period. APPROVED BY' ' DATE: Irrigations (main line pressure, coverage I system operations test). \,N SCgpF CITY ENGFEM ((,GG�� RCS 2_49.63 Soil Preparation and Finish 6roding. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. q ,fins J. S£C ZP�, Plant Material (delivery I placement). DESM 5ubstantlai Gomplctlon Inspection (at completion of landscape inprwements) -1 Days. 3.06 Coordination: Cl'~ G� y� P Final Inspection (after maintenance period) - 1 dad. w ~ 9 PJD SEGURA/DEUTSCHMAN Weed abatement work shall be coordinated with the installation of the irrigation system rototiiling and soil No. _ L8 MIRAWp , ASSOCIATESLA BHMT The contractor shall arrange a Preconstrvction job conference with the Landscape Archttect and City a minimum of amendment work, and planting. (Sec Weed Abatement section). 9%'SO/0 * P.D urrnseAK A"ITECRW MM OMN LAND PUXNMG L 9 � seven ('1) days prix to the beginning wok. � Exp. - 133 W. UMBCRT RD. SURF G SRCA, CA 92321 71 /529-1201 PART 4 - TREES AND SJB5 �q c� �rEd® RCF- NO �� NaI.0'I Guaranties: CPQ Tis DATE MAY 7, 1588 FUN O 974138 1637-L. - - -- -- -- - -- �✓�j r�-f s -� 13 o r