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HomeMy WebLinkAbout1715-L i DEVELOPER/OWNER ANDS. . CAPE ARCHITE PLANS CTURAL. FOR RYLAND HOMES EAST AVENUE PARKWAY, TRACT NO , 15373 ' SUITE 300 15912 LANDSCAPE MAINTENANCE DISTRICT NO , 9 SAN DIEGO, CA 92128 TEL: (858) 675-0800 VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L-1 TITLE SHEET 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3, ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-2 IRRIGATION PLAN 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. FUTURE HIGHWAY 30 5, CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-3 IRRIGATION DETAILS HIGHLAND AVE. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-4 PLANTING PLAN //MCTORIA HAVE BEENAPPROVED BY THE CITY ENGINEER. PMEQ8. 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 STREET WIDE FLAT AREA AT THE TOE OF SLOPE. L-5 PLANTING DETAILS �?4\ 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT O 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 ACCEPTANCE L-6 IRRIGATION SPECIFICATIONS OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CRE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL 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. BASELINE ROAD P.C.A. -7 IRRIGATION SPECIFICATIONS 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.0RECOMMENDATION. 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: L—g PLANTING AND CONSTRUCTION SPECIFICATIONS • BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB REAS — 8" WIDE X 6" DEEP CONCRETE HEADERS ` 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 L-9 MAINTENANCE SPECIFICATIONS N.T.S. 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. 14. PURL CLPLANNT N ACCORDANCE WITH BE STANDARD EPLANS. FOLLOWING CRITERIA: LOCATION / MAINTENANCE RESPONSIBILITY MAP CONSULTANTS SHALL OF ANY BE FURNISHED INSPECTOR. E LMD AREA . ANY O UNUSUAL E TOXICITIESEORNTNUTRIE T DEF AGRONOMIC SOILS O CIENCIES MAYR QU RE BACKFILL SOIL AMENDMENTS, ASDET DETERMINED BY THE CITY INSPECTOR. s ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: _ f PUBLIC TREES RE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SJA 23436 MADERO, SUITE 250 MISSION VIEJO, CA 92691 PHONE: 949.837.5519 FACSIMILE: 949.837.4992 6 00 18 17 5 CIVIL ENGINEER: T9 ® - ALBERT WEBB ASSOCIATES 00001 3788 McCRAY STREET oo 00 RIVERSIDE, CA 92506 00 lo PHONE: 909.686.1070 00 ® ® o00 00 - 3 ' 001011 LANDSCAPE QUANTITIES loll _—T -� --=-t -- - - -2 TOTAL RAISED PLANTER WALL . 0 0 0 0 • • • 376 LIN. FT. ClCA1l7 v � o O O 4 U o 2NON TURF 4 426 S . FT. Q C� • TURF . . . . . . . . . . . . . . . . . . . . . . . . . 0 SQ. FT. HARDSCAPE (COBBLE) . . . . . . . . . . . . . . 3 8f SQ. FT. DESCRIPTION OF REVISION DATE Cn 0 2 v H AT EA > APPROVED: < SIDEWALK . • • • • • • • • • • • • • 0 0 0 0 • • • . 2, 770 SQ. FT. w F�.­4 CITY OF RANCHO CUCAMONGASIDEWALK (EXCEEDING 4' WIDE) . • . • 2 OV) 770 S . FT. O 0 2 m1 w >-' T.t= SRF" 1 ° TOTAL • 11,048 SQ. FT. ,0000, EAST A VENUE PARKWAY LMD LI MA D R . TOTAL ACRES . . . . . . . . . 0000000000 . .2S ACRES V TRACT NO. 15912 Ole CPQ ' DS Cq p `�� APPROVED B Y DA TE LAGERSTROMIA INDICA . . . . . . . . . . . . . • • . • . 4 �,� �,� - C,TY EIVG,IVEER � R.C.E. Nb. Z4 ,t) 3 GEIJERA PARVIFLORA 6 Madero, Suite 250 7 t 3132 DESIGN 343RECOMMENDED Mission Viejo, CA 92691 EUCALYPTUS CAMALDULENSIS . . . . . . . . . . . . 13 !. S i Facsimileg9498374992 - _ � SIGNATURE * � �/� � DRAWN SHEE7 ---- _ — --_�--_.__ -- EXP. � . 'A + L OF N.T.S. TOTAL STREET TREES (EAST AVE.) , . . . • • • • • • • 24 F o o� ►,� 9� 1/30/02 � �' REV. RCH 00 BASELINE ROAD OF C ALIS -` REV. 30, 2000 CHECKED DA�XT r 1>�ono�2 R.L.A.E NO. 3132 DRAWING N0. JULY 1 , 000 PRQlECT SNEET NO. OF c � �J 30 30 �� C� � �oz � r9 > rel * cD _1J � _ V) r\tJ y - 1 D 01 4,_ —► C7 V z y 00 00 � MD Cn C�} 7 D Z7 2 -- • -- 1 --- - - - - ------ - - -- --- - -----. rn fTl _ I C�11 r D D (U (J) Fri \\ X `r O -- = tri -, z � c� > �- _a r1�e I N 1 .,aw _-_I i I'` C �.. Imo146-m: Z �7 0-) (:�) 0�) oo < 10) C 1C o z -I ` -F-� -Q --� CTI .2 5, I : I I. GONTROLL - C v ENSE ET-1-1�-TP-1, TP-110 W/ ANT-I D M z �\ __ C� N • - I ` 2. ENCLOSURE - ONGBOX Sb. METERED ENCLOSURE SB-t4SS/120V _ 3. SOURCE OF POWER AND WHERE CONNECT TO NEAREST HAND HOLE 1 .3 TRW N �, c�, �'' '� �' �-- v cr N ; F O 1 F -I -i F I U J REFER TO CIVIL ENGINEER'S PLAN FOR LOCATION TI X �,�. 4. CONTACT CALSENSE t CITY INSPECTOR t0 PROGRAM CONTROLLER VAPR AN > \ s / --- APPROX. LOCATION OF AUTOMATIC IRRIG. ------ \` CONTROLLER. CONTRACTOR64ALL --�- - — ------ -- -- - — - - — — C) - �— — _ —_ — COORD. POWER HOOK-UP. C) r `I w•■ ..i t.�.n. .�. �► .�� +w �+.r w �� O—O—O Iv Pr--4-• '9 9 . S o a o o . A O o o Q o. ' t 4 - -- — -- - 1 .�` _b`�a'?L.i, � ,. .i t •�' t-. ..0 �,'__ � t� - ty- ir.' -� A- 40017 Q I -ZIMMEM]a 4 '�•i �"�� i .�..�'•! _--���c,_.- J ' •34 �at� � tiy• am• ;.� T� r• �I 1 t- j'r �- II . �- 15 a e6Bw — b' SLEEVE125 ql n 8aaw - - - 1 21B3TW n3 A4 Ifd5 qg A2 \ -- BA K OF WALL 1162 8>= I' T� 1 �_: -$26 3F 1' 19B3BW 199 SF 1' 719 81= I' 23.98TLU --13 -- -R/W -313 OF V ---- -- f'PROX_ OC 7ATrOI�t P.c.G.FOR 17o . fbOWER ------ _--FOR CONTROLLER STREETL IGWT -ADHOLD POINT OF CONNECTION *1 --- I1 STATIC PRESS. ■ 110 P.S.I. n. 1 •�• Hoo°o '47„ �_. _ ; \ _� ' ;'- `�� _ �� t`_ F W 76982 1 OAW_zA CZXNTYEWAiTEER DISTRICT A PHONE: 909-98T-?591- - -- __ _ _ 25 26 N 2 1311b' ELEVATION AT METER/ BACKFLOW DEVICE30 3 (,I \< NEW 1' WATER METER TO W +' PRESS REGULATOR --.-_----- - NEW 1-1/2' BACKFLOW DEVICE ® NEW 1' FLOW SENSOR --�- NEW 1' MASTER VALVE PEAK DEMAND. 113 CsPM n 1•DL.• 1 PFOCIloN Iroee CAL.CJLATI" IRRIGATION LEGEND EQUIPMENT NOTES: WELTER METER NO, I SIZE M SYM MFGR. MODEL# GPM ARC PSI RAD COMMENTS 1. LOCATE ALL SPRAY HEADS 2"-6' FROM EDGE OF PAVING. ELEVATION 1318, 2. SLEEVE IRRIGATION WIRING UNDER ALL PAVING. ♦ RAINBIRD 1812-SAM-PRS-5Q 0.10 90 30 5' SEE NOTES SLEEVE LATERALS UNDER ALL PAVING 1 FOOT AND WIDER(SIZE 2X PIPE SLEEVED). BTATIC PRESS. HICaN LAW • RAINBIRD 1812-SAM-PRS-5H 0.20 180 30 5 SEE NOTES SLEEVE MAINLINE UNDER ALL PAVING 1 FOOT AND WIDER(SIZE 2X PIPE SLEEVED). INFO.6OURCE: CUCA1'10W*A WATER DISTRICT - CARLOe 3. USE PCS PRESSURE COMPENSATING DEVICES ON ALL NOZZLES. fo to : 909-981-2591 b RAINBIRD 1812-SAM-PRS-80 0.26 90 30 8' SEE NOTES DATE Of INFO W/20/1999 G RAINBIRD 1812-SAM-PRS-8H 0.52 180 30 8' SEE NOTES ' Ham. - 9 RAINBIRD 1812-SAM-PRS-10Q 0.39 90 30 10' SEE NOTES METER ELEV. 1316' db RAINBIRD 1812-SAM-PRS-10H 0.79 180 30 10' SEE NOTES -S x A33 ■ -!! VAR RAINBIRD VARIABLE ARC NOZZLES SEE NOTES IRRIGATION NOTES: REMOTE CONTROL VALVE No. A3 SIZE 18 1& WILKENS 500 HR SERIES PRESS. REGULATOR. MAX.DEMAND Ira arm -CONTRACTOR SHALL NOT INSTALL ANY R.C.V.OR ELEV.OF HIGHEST HEAD 1309' ® SUPERIOR 3100 1'NORMALLY OPEN MASTER VALVE QUICK COUPLERS IN ROCK COBBLE AREAS.ALL PIPES PRESS.AT RCV 6389 P81 19 RAINBIRD EFB-CP-PRS-B ELECTRIC CONTROL VALVE(SIZE PER PLAN). AND WIRES LOCATED UNDER COBBLE SHALL BE SLEEVED. GIty. 61ZE -MAINLINE SHOULD BE INSTALLED IN SHRUB AREA, ® CALSENSE ET-1-12-DR-TP-I-TP-110 W/ANT-1 CONTROLLER WITHIN STRONGBOX WEST OF SIDEWALK. I I' 11 METER I P& CALSENSE METERED ENCLOSURE SB-24SS1120V -CONTRACTOR SHALL PROVIDE SLEEVES THROUGH PLANTER I I' PRESS.REGULATOR(FALL OR`) 1m re1 WALL FOR IRRIGATION MAINLINE AND CONTROL WIRE. I I-1/Z• DACKFLOW PIE vENTER 113 M ® CALSENSE FMAB FLOW SENSOR -LATERALS BETWEEN PLANTERS AND PARKWAYS I it ROW METER 22 PSI FEBCO 825-YA BV REDUCED PRESS. BACKFLOW DEVICE WAN SHALL BE SLEEVED. I I• MASTER VALVE 2.6 P81 A STRONGBOX SBBC-45-AL ENCLOSURE I-Irl• GATE VA-Vt O? 1"SI NIBCO T-585-70-66 GATE VALVE- 1 1/2'AND BELOW (LINE SIZE). U2' I-V2. MAMLM 18 PSI WATTS 403-RT-RW GATE VALVE-2'AND ABOVE (LINE SIZE) MAINLM - PSI C RAINBIRD 33-DNP QUICK COUPLER VALVE MAINLM PSI PWP SCHEDULE 40 LATERAL LINE- 12■COVER(SIZE PER PLAN). -NO 1/2"PIPE MAINLINE - rw PWP SCHEDULE 40 MAINLINE- 18"COVER(SIZE PER PLAN). 0 1' CONTROL VALVE 3sb PSI — — PWP SCHEDULE 40 PVC SLEEVE- REFER TO NOTE#2 BELOW p - LATERAL LRE - PSI ® DOMESTIC WATER METER BY CCWD 909.987.2591. ja LATERAL LM 81 Pbl Cl TY -DEVELOPER TO PAY ALL NECESSARY FEES AND PERMITS ��. DESCRIPTION OF REVISION DATE APPROVED -00 3/4' LATERAL LRE in PSI `ATERAL LINTTM I-ose - rel CITY OF RANCHO CUCAMONGA IE te1TThJG Lnog) 3" PSI . ELEVATION CHIANGE -31 rSI G.f'./`9. �Gf'�1J—� V,,4L Y5 Mn MRIGATION PLAN TOTAL SYSTEM LOS& 2583 PSI AREA � Y.4L Y�- ✓-/ZF ' F4W86LJRF TO OPERATE 4EAD w " EAST AVENUE PARKWAY LMD TOTAL FRER7=QUIRED, b983 PeI �oscgp� TRACT NO. I69I2 LOWEST STATIC PRF65URE AVAILADLE Nm PSI 4 s'T �� PRE-SET REGULATED PRESSURE (F REQ'D) p,N D SC4 PF c? 3132 RESIDUAL WATER PRIF&SURE nil PSI ���� � N` ''�•f w � - `'O r" SIGNATURE APPROVED BY a/A�� DA 7E/2 !�1'1!�' BENCH MARK emr REGYD RESIDUAL uJ4tER rR� �E s-2m Pel C1 - pTY ENGINEER -_ R. E. NO. 24953 SET 2 BRASS DISK IN TOP OF CONC. >f P7011/402 # 9r, 1/30/02 ���A EXP. ~ DESIGN 36 Madero, .yUNDERGROUND SERVICE ALERT ° Suite 250 RECOMME ED RAILING STAMPED 'CITY OF RANCHO s� - �� OF �F RJSJA Mission Viejo, CA 92691 y CALL..' TALL FREE 9 �'��' CAL Phone: 949.8373519 CUCAMONGA BM 10068 1987"AT THE lF pF A�\tib 1" = 20' DRAWN Facsimile: 944.837.4992 SHEE 7 '-800 WESTERLY END OF HIGHLAND AVE. I 227 2600 BRIDGE OVERUTLAW TIWANDA COR CREEK,BRIDGE. REv. ARCH 6, 20,90 DJ EXP. 1!30/2002 3132 L-2 OF CHECKED R.L.A. N0. DRAWING NO. no WO WW DAYS aEFOW MU W EL.EVA TION = 1404.554 RE 1 , 00 NOVEMBER 1 , 000 JN DA 7E: FILE LA0. '] ��— PROJECT SHFF_T NO. OF PRESSURE REGULATOR REFER TO PLAN TO SPRINKLER - ANGLE PIPE TO STAND ALONE CONTROLLER WITH ANTENNA BACKFLOW PREVENTER SPECIFIED DEPTH WITH 4S ELLS STRC)rIG BOX ENCLOSURE ASSEMBLY SBBC - 45 - K SCH 40 PVC MALE ADAPTIDR - NIPPLE - TYPICAL ° BCH BO PVC UNION '�fiAP TTT ' EPDXY ANT I ANTENNA ED LOCATED _ (4) �� CONNECTORS 1C EQWL OUTSIDE OF BOX. r -1 ROUND PLASTIC VALVE BOX BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE INSTALLATION/LOCATION ,I COAXIAL CABLE COVER ETCHED IRRIGATION GATE.' WHITE TAIL ; (CARSON OR EQUAL) BLUE PLASTIC VALVE BOX PER CITY AND CALSENSE `}�IE' ifl REPRESENTATIVE. NIPPLE _ M(ARKED *IRCARSON RRIGAQTLION RCV'AL) ;i+i CALSENSE CONTROLLER �' THICK X t2' WIDE < h ELFISH GRADE EPDXY FILLED 'SNP TITS' WATERPROOF ETCHED WITH INSTALL CALSENSE " -INSTALL CONDULETTE _ CONCRETE PAD LENGTH VARIES RED CONNECTOR OR EQUAL AND VALVE SEQUENCE TP 110 BRASS WYE STRAINER I PER SIZE/NODI ACRIRER) BLACK dr t20 VOLT DUPLEX-i WITH DEEP WP •J• BOX SLOPE TO DRAIN AT MINIMUM /- UNION FN1SH GRADE OUTLET IGFGI I WITH 60 MESH b I � ItRiCiATION CONTROLLER LOOP iMNS.24• LONG h < M(NJEL SCREEN / PIG TAIL EXPANSIONCALSENSE HARNESS LL VALVE - 1 1 f r OR SMAIIER WITH FINISH (TRADE STAN ESS STEEL HANDLE WATERPROOF ALL RESET CALSENSE TP-1 TRANSIENT PVC SLED VE WEDGE - OR LARGER WITH PLASTIC VALVE BOX (CARSON TE WIRE CONNECTIONS SIDEWALK PROTECTION BOARD s REQUIRED FOR TE VALVE 2 OPERATING NUT EQUAL) WITH PLASTIC INTEGRATED AS PER STD. Z MOISRJRE +' +y;',;* jt Ar• LOCKING LID. PLACE AT GRADE fN >K PIPE THROUGH XY COATED DETAIL 620 a� SENSOR •� •'* '� M CONCRETE PAD TURF AREAS AND J' ABOVE N "• WHERE VALVE PLANT BED. 1H REQUIRED NIPPLE - TYPICALPIG TAIL LOOP I MIN. AN LONG) FROM WATER SOURC - (2) PLACES b LOOP IAMN.24ALONG) x x'` 100-WHITE I PIG TAIL EXPANSION SCH 40 PVC MALE /1 2 REQUIRED90% COMPACTION t* m ADAPTOR- u BLUE 3 F� BRASS ANGLE V W/LM NON 4 1-Ll - WIRES %0 3/4' WASHED ENCLOSURE MOUNT CRUSHED AGGREGATE �• • ;:� RED MASTER CONTROL LANE TO SYSTEMS BLACK VALVE :.°o'P Sip NOTES, b o CONCRETE THRUST BLOCK :•gP .� FL% SCH 80 PVC NIPPLE PER CCWD STANDARDS TYPICAL (4) PLACES o o-o FLOW METER t INSTALL CONTROLLER PER NFO. PRINTED FIELD BY INSTRUCTIONS AND PER LOCAL dAElET1:R�� CODES. LOCATION TO BE APPROVED IN FELO BY THE qTY INSPECTOR CONTROL k COMMON WIRES PRIOR TO CONSTRUCTION. GID PPE MTD RELATED FITTINGS SHALL BE PER qy SIZE AS FLOW CUCAMONGA COUNTY WATER DISTRICT STANDARDS. b �� �b so METER SIZE _ 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLA" DESIGN CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO CONSTRUCTION. dAHETER SORE slzE AS FLOW METER SIZE SEOUENG: OF REMOTE CONTROL VALVES, NOTES- S. RUN ONE EXTRA WIRE (COLOR; ORANGE) TO FARTHEST RCV ON EACH 1. INSTALL PER LOCAL CODES. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24* FROM ANY MINIMUM DISTANCE DOWNSTREAM OF BRASS NIPPLE WIRE AT THE ENCLOSURE, A STRUCTURES OR HARDSCAPING. GG WASHED CRUSHEDMINIMUM PIPE IbX DIAMETER 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) AGGREGATE BASE OF FLOW METER SIZE) SCH 40 PVC SXSXT TEE NOTES- PRESSURE SUPPLY LINE4. COMMON WIRE TO DE WHITE AND CONTROL WIRE TO BE RED Ii COLOR. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE 1• RACE AGGREGATE PR TO INSTALLATION OF VALVE BOX. MINIMUM DISTANCE UPSTREAM OF NOTES: E. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 2 INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR FIARDSCAPIVG. 4. ORIENT UNIT PARALLEL TO STREET. UNNTERRUPTED PIPE (SOX DIAMETER 1• INSTALL CONTROL VALVES A MINIMUM OF 17' FROM STRUCTURES OR HARDSC/1PING CONTROL VALVES.5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE OF FLOW METER SIZE)3. WALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. IDTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER DIS5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SYSTEM PRIOR TO ACCEPTANCE. 6. ATTACH METAL VALVE � WITH TAG H APPROPRIATE CONTROLLER AND T. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 7. VALVEVE PER METALS.ER STD. 518 REQUIRED B � BEFORE BACKFLOW PREVENTER VALVE B�• 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND WHEN MAINLINE IS r OR LARGER. VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 10PPROVED my. REDUCED PRESSURE STA'DO" PUN A"PR17"On By. VALVE STANDARB RAN ' ^�`� STANDARD PLAN BY' �' FLOW METER INSTALLATION REMOTE CONTROL VALVE WITH tT"NN" "'"' N" ° '"' CONTROLLER ASSEMBLY STANNDARD " BACKFLOW PREVENTER 517 - 3" or smaller 518 516 SHUT-OFF VALVE & UNION 520 INSTALLATION - TYPE A 524 CITY DIGT/!ER »A Yf[ WITH fTANO/JD SPECMICATIONS roll Pufltc MORALE OOMSTRUCTI011 QTY ENGINEER Em ENGINFE'R yM 1 W 1 lA AHK MRN ITANDW l/EC/I ATIONS FOR I UIRA MORJCS OONSTRUCflON CRT ENGINEER DA USE WITH STANDARD 1PEC61GTIONS FDR PUBLIC WORKS COIQTRRJC710N 3A UK WITH wAIMIRD l wr_ATxw NOR PAJRHc MORAL! CONSTRR(I" CR E?THM 1NTE Alf[WITH VA1DARD SPECM1CATgMS FOR PUKX M�OIIKS OOMSTRRICTION ifEEf• f ff 1 9RIM4953 R.CE 24953 SHEET I M I R.C.E. 24953 SHEET I or 1 4 SHEET 1 OF 1 FII-POP SHRUB HEAD BODY SET TO 24 STRONG �2�/1� MULCH LA 1/4' ABOVE FINISH GRADE FINISH GRADE 'SNAP-TTTE' WATERPROOF CONNECTOR OR EQUAL RAIN BIRD 33 DNP WITH PURPLE WIRE SERVICE LOOP (LOOP MARDSCAPING(SEE NOTE 4) RUBBER CAP - SUPPLY ONE KEY NOTE- ENOUGH WIRE TO EXTEND WIRE PER 12 QCV'S INCLUDING HOSE ENCUYSURE TO BE GROUNDED PER BUNDLE 6- ABOVE GRADE) • HARDSCAPING 14STALLLEDER S�ENCLOSURE. ON LOCAL CODE ROD TO BE CONTROLL SPLICE BOX COVER WITH - - - FINISH GRADE - INSTALL IN TAPER MULCH LOCKING TOP ETCHED 'S.B.' _ Eff, I - PLANTER BED ONLY MAXIMU� I AWAY FROM HEAD 111r� FINISH I vi-LIII=11 GRADE 11 I I AT N WN AREAS i _ - _ - - IN PLANTER BEDS I I I I-) I I I I I-I 11 _ J :' II 1 1 _ s•a r.� r.• s _ :a•.-s::4::•. 2 MIN. 11 I I 3'-0 X 3'-r X E' CONCRETE t- III I I I�I Iflti­�-1Vq"1'-~i•l • `.. • - fOmRIG IISDALL A MINIMUM CIF �I r, 1 ,? // ABOVE GRADE AND SLOPE CLEAN eFAao-iLl - SEE _ = «.EON BACKFILL - SEE 11( _ " �' :� � TOP TO DRAIN AT MINIMUM OF 21C. SPECS. FOR MATERIAL a C4 90% COMPACTION REQUIRED _ SPECS. FOR MATERIAL. - 4 Sox COMPACTION KIAL. ED SCH 40 BRASS NIPPLE 12' _I b I= N SCH 40 BRASS W ELL I- Ir - COMMON WPM IN 12' X t6' GREEN PLASTIC METER - NON-PRESSURE LATERAL UNE: -� I PROVIDE 6' MIN. OF SAND SCH 40 BRASS 90' STREET ELL STAINLESS STEEL 40 p� -III I I= SCH. 40 SNAKE PPE IN BEDDING AND SHADDING SCREW CLAMP BOX CARSON OR EQUAL TRENCH _ SCH 40 BRASS NIPPLE - MINIMUM (3) PLACES 120 VOLT MIRE M RIGD STEEL 6' II 24 LONG CONDUIT (PER LOCAL CODE) 90 SWM? ELL h - - - - TO POWER SDE OF CABIr1ET PRESSURE SUPPLY LINE - ll b SCH 60 PVC 90' STREET ELL �4 REBAR STAKEle II I SEH. 40/CL 315 SNAKE -� III- 24' LONG ANT 1 ANTENNA PORT amaxv J -III I I-i I PIPE N TRENCH I (I CONRROL WIRE SLEEVE - HEAVY DUTY WEATHER - REssTANr FILLED LOCATED OUTSIDE OF _ SIZE PER PLAN INSTALL PHOTO ELECTRIC SWITCH FOR SECUNRTTY BOX. INSTALLATION/LOCATION ADJACENT TO PRESSURE SCH 40 PVC PLAN CONTROL PER ® ( PER CITY AND CALCENSE REP' I I CONTROL WIRES - BUNDLE I I=I I I I- -�I AND TAPE AT 15' O.C. AND SUPPLY UNE MARLD( 90 STTtEET ELL 90' STREET ELL rl I I -I I MARLEX W ELL ELECTRIC � N� � INSTALL ADJACENT To - _ _ PRESSURE SUPPLY UNE PRESSURE 11=. . = PRESSURE SUPPLY UNE LATERAL FITTING CIRLSEhSE CONTROLLER MODEL N0. I 1 I-III III I 1 �I I I SLEEVE - SIZE TWICE LNON-PRESSURE LATERAL LINE SCH e0 PVC NIPPLE `�P t>: 1 PROVIDE !C' INN. OF SAND R DIAMETER NE PRESSURE TYPICAL (2) PLACES 24 VOLT WIRES. TAPED AND I (-� � �' ADDING AND SHADDING I �I � SUPPLY UNE INSTALLATION �• TRIER REWRm PER BUNDLED AT 15 FT. INTERVALS 6' �' ANTI-ORNN VALVE AS REQUIRED SECURITY LIGHT LP 2 CU. FT. PEA GRAVEL NON-PRESSURE LATERAL MM: PLANS. FINISH UNE SLEEVE - SIZE TWICE PRESSURE SUPPLY 1. LOCATE HEAD r TO 6' FROM WALKS, CURBS, MARDSCAPING, MOW STRIPS, GRADE I I I I Ir GROUND ROD DIAMETER OF NON-PRESSURE I I I I 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL UNE UNE FRYING AND EDGES OF LAWN. FOR R1tt LIGHT MIN. 120 VOLT WTIIE N NCID NOTE: 2. USE TEFLON TAPE ON ALL DALE THREADS. WIRING. If 1. PIGTAIL AND LOOP CONTROL WERE AT 90' CHANGES N DIRECTION. 2. EXTEND ALL SLEEVES I T BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. PRESSURE SUPPLY LINE L , '' LSTEEL CODE) IT (PER 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE a 2. PRESSURE SUPPLY LINE. 2 1/2' AND SMALLER TNS MIN. DEPTH I ROUTE SLEEVING AROUND HANDICAP RAMPS. COMPENSATING FEATURE AS PER THE IRRIGATION PLANA 3' AND LARGER 24 MN. DEPTH 4, PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. NO. 120 (24' MIN. TO 38' MAX DEPTH TO TOP OF PIPE BELOW 4. HEAD CONNECTION AT BOTTOM INLET ONLY. STRUCTURAL SECTION). CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ' 0'P1l9VEf By, STANDARD PLAN S 1Y' STANT*M ILMI fY' STANDARD RAN APPROVED BY- STN�ARD PLAN D By. STANDARD PLAN APPROVED SYS 24 VOLT SPLICE BOX TYPICAL TRENCHING TYPICAL SLEEVING QUICK COUPLING VALVE WITII METAL 535 HI-POP SHRUB SPRAY 539 CONTROLLER ENCLOSURE STANDARD PLAN 540 532 533 STAKE - FOR NON-TURF AREAS - TYPE A 522 QTY EIGREFR IIATE AHK MIM SRMMRI+ >PEdf1G•T,Om s NOR PUBLIC WORIOD OONSTRue"m CRY ENGTNEER 1A UK WITH STANOARO SPLOPICATIONf FOR FUNJC MORALS OONSTRUCTION SHEET I or 1 CITY ENGINEER DA UK MRN $INWARD�1CATIDNS FOR PUBLIC MORALE CONSTRUCTION CRY ENWN ER � UK WITH STAIDAIO SPEDFICAT"O FOR PUBLIC WORKS CONSTRUCTION ENGD4EER M UK WRN STANDMD WECPICATIONS FOR PUBLIC Wi01B0 OONSTRUUCIION QTY ENGDEER 'R,�, SHEET 1 1 R.C.E. 4 RACE. �� SHEET 1 OF f SHEET 1 OF 1 R.C.E. 4 RA UK MRM STANDARD fPECrICATDOFI3 FOR PUBLIC WORKS CONSTRUCTION SHEET f 1 R.CE. 24953 24963 aEE►1 f XERISCAPE ASSESMENT SYSTEM SUMMARY IRRIGATION NOTES POINTS REFERENCE L NEW WATER METER (SIZE PER PLAN, AS PROVIDED BY CCWD, 15 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL 11. THE SYSTEM IS DESIGNED FOR MINIMUM OPERATING PRESSURE LANDSCAPE [Point Value] CLAIMED (sheet no. / ref.noJ REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND L Water Conservation Plane. [20] 20 L-2, L-4 MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION SOLE RE-SPONSIBILITY FOR THE REPAIR/RE-PLACEMENT, AT NO COST OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION I Turf limited to 25% (45% residential) [20] 20 L-2, L-4 OF A NEW WATER METER. CONTACT TUIE CUCAMONGA COUNTY TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES & Plants grouped by wateringneed [10] 10 L-2, L-4 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. F 4. Hardscape (non-irrigated) sufaces [10] 10 L-2, L-4 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAYCITY 5. Permeable Paving [5] 0 L-2, L-4 FOLLOWED BY A PRESSURE REGULATOR QF REQUIRED), FOLLOWED BY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI-12 TP-1-TP-110 DESCRIPTION OF REVISION DATE APPROVED 6. Low-water turf varieties [5] 0 L-2, L-4 BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING (STATIONS)-DR (DIGITAL RADIO) W/ ANT-1 ANTENNA PORT FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT ''� CITY OF RANCHO CUCAMONGA ?. Mulch provided in non-ground 5 L-2, L-4 INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, cover areae [b] CONSTRUCTION. CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER W Sf /L 8. Soil amendments [5) 5 L-X L-4 LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS STREET LIGHTS SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A / RE-PRESENTATIVE OF THE CITY. TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL ate ' IRRIGATION DETAIL Total Points Claimed: ,rrh [Minimum Points Required: 601 70 SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL �_�'� EAST AVENUE PARKWAY LMD & BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A IRRIGATION [Point Value] STRONG BOX SBBC- 45 AL ALUMINUM ENCLOSURE, AND SHALL BE SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE REPRESENTATIVE OF THE CITY. - - sTRACT NO. .16912 INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO - t. DSC,gp L Low gallonage irrigation gyetem [20] 20 L-2, L-4 WHENEVER POSSIBLE. PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT 18. THE CONTRACTOR SHALL SUPPLY THE CO2kb___1Cr DE6-FOR THE �' L Automatic controller [20] 20 L-2, L-4 NO ADDITIONAL COST TO THE CITY. CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER , q� L swr, � 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN HOOK-UP FOR THE IRRIGATION CONTROLLER. �L ELECTRICAL ��' �'' 8. Designed to water plants 10 L-2, L-4 �, 3132 >, by watering needs [10] WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH CONDUCTORS AND METER TO BE PROVIDED BY SCE, GOORDIN TEDv /APPROVED BY � �� DIITE� �3 � 4. Soil moisture sensors [10] 0 L-2, L-4 SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) AND PAID FOR BY THE DEVELOPER. ` ^-3 CITYENGINEER -- hili R. E. N0. 2495.3 AVOID ANY CONFLIC'T'S BETWEEN THE SPRINKLER SYSTEM, WALLS, ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. � SIGNAIIJRF. 5. Rain sensors [5] 5 L-2, L-4 STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND * DESIGN RECOMMENDED Q N INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 14. ALL SPRINKLER HEADS SHALL BE BET PERPENDICUI.l�i-TO 2 Madero, Suite 250 6. Wind sensors [5] 0 L-2, L-4 ARCHITECTURAL FEATURES. CONTRACTOR SHALL VERIFY ALL FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTftERWISE CPI EXP. RJ Mission Viejo, CA 92691 t/3avo2 Phone: 949.8375519 7. Sensitive to slope factors [5] 5 L-2, L-4 CONDITIONS AND DIMENSIONS SHOWN ON PLANS 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 8 INCHES OF DESIGNATED ON THE PLANS. 9� 4� �' �O 8. Reclaimed or recycled water [5] 0 L-2, L-4 WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK OF Cxxt DRAWN SJA Facsimile: 949.837.4992 SHE I 5. AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL (GROUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE DJ L- 3 9 Total Pointe Claimed: DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M.. ONLY ONE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" R MARCH 6, OF [Minimum Points Required: 60 60 TO THE CITY. VALVE PER CONTROLLER SHALL OPERATE AT A TIME. ABOVE FINISHED GRADE. REv. RC 2000 CHECKED EXP. 1/30/2002 R.L.A. N0. 3132 DRAWING NO. REV. 2000 DA TE: FILE NO. 1-715 L R . NOVEMB 14, 2000 JN - PROJECT SHEET NO OF -> x C PC 00 ;;u . ,7 00 W M 1-7-1 °, w n � o D 19TW U p C D -< I T-1 nse I`J �9aw --1 � N � N3 z � ro 3 cn T_3 w " DIA. DRAIN PIPE � D M D T-1 1 . 3 TRW N U' 4" DIA. DR� ' PIPE c� 6 �' W/ C RE CUT AT CURB C r_- IS T-� cf, PLAN VINES ON W/ CORE CCr .-AT CURB ry o C NNECT TO DRAIN n r 5 5 TF -� CONNECT - RAIN STRE T SIDE PI E, Cg3 STONE WALL --1 D I T-2 X —� OF LL TYP. 3 - SE ETAIL HEREON o � \\ I 5 8 - PIPE 0 STONE- WALL ti D 0 CA z Lis EE DETAIL HEREON 5 ► i °, i IRRIGATION °' _ B �\ CONTROLLER PAD � 0 0 0 0 0 0 0 0 0 0 ; p o N n �'' 4 0 0 0 0 0 0 o Q o q 0 0 0 0 0 0 q i. - >v - ' ' ��d`�l Z"y a f-.1.� - 'k r l t° ,, k e.s,, /Y`.i )2`;t- „ - ]il ,i i• pr .,t fr T u 5. � •a 1 fi - d r Aa :L.:' .) -V-. Vit• t' !1- a !r - 3. Y �/_ f r S. .. r' 1. �i' }} 1 k �:• P+ .,is aa' _ �: Y r =i -et `1 3 Y 1z` ,L __ X A l _ '�l - ti 1 1 •t- '1 'Z. ]� p i �l ' / U L l t '4 4 f 6 r •�' �'..' 1 i 1- r •4 C L �x 4 +, Y OBbTW 1 ' '\\l2. 56 16.0 \ B6BW ��.� " nBdBW — ZIb3TW �- ! 4 n TMT. �8' - 1'tL' TC l' / I 19�' _ Tl'>• IasB3aW O,G TIT. Z3-genu ---- — _ --- -- -- -- - --- — N00°00'47"W 412.29' s-3 �_ N00 00 47 W 769.82 - 5-3 26 -5-5 v-I 27 28 s-5 9 v-I 30 5-5 31 6-1 1�5 21 8 W N �\�j 15 23 14 — 4� V O PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. CITY OF RANCHO CUCAMONGA PLANTING NOTES I ITREES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS T1 ♦ GEIJERA PARVIFLORA AUSTRALIAN WILLOW 15 GAL.@ 20'0.C. 7 WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE T2 O EUCALYPTUS CAMALDULENSIS NCN 5 GAL @ 30' O.C. 13 RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION EQUIPMENT, AND REPLANTING LEGEND AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION T3 0 LAGERSTROMIA INDICA'NATCHEZ' CRAPE MYRTLE 24" BOX MULTI @ 15'O.C. 4 2. CONTRACTOR SHALL FOLLOW DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT VINES 1. RIVER ROCK COBBLE 14" -61. ROCKS SHALL BE PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE V1 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. @ 15'O.C. 31 DISFIGURATIONS AND EXCESSIVE IRON CONTENT 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, (TO BE APPROVED BY CITY). CONTRACTOR SHALL STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT INSTALL COBBLE W/MASONRY ANCHORS 0 16" O.C. NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. SHRUBS � 2. CMU WALL (PER CIVIL PLANS) 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE S1O RHAPHIOLEPIS INDICA 'PINK LADY' INDIA HAWTHORN 5 GAL. @ 4'O.C. 51 r 3. WATER PROOF MEMBRANE. INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN SUPER BLOCKADE BY MERLEX ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS NANDINA DOMESTICA"NANA" HEAVENLY BAMBOO 5 GAL. @ 24"O.C. 453�II��III� I i / STUCCO INC. PH: (714)637-1700 SPECIFIED, AND THE WORK APPROVED BY THE CITY. S4������� TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. @ 24"O.C. 211 ITT TT 2 ' 4, 90% COMPACTED SUBGRADE =� 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE S5 o PITTOSPORUM TOBIRA "VARIEGATA" VARIEGATED PITTOSPORUM 5 GAL. @ 6'0.C. 50 i. �- - 3 b. 4" PVC DRAINPIPE W/1 CU. FT. 3/4" DRAIN ROCKJI ; 1i ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE PER L.F WRAPPED IN DRAIN FABRIC. DAYLIGHT SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 9 � AT CURB CUT. "O 6. ADJACENT SIDEWALK 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED 5 r 7- WATF,RPROOF MEMBRANE (PFR CIVIL PLANS) LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE SYMBOL(TREE) SYMBOL(SHRUB) 8. PERIMITER BLOCK WALL (PER CIVIL PLANS). LANDSCAPE CONTRACTOR AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE - - PLANT QUANTITY PLANT QUANTITY EXACT DUPLICATES OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE 9. 1/2" EXPANSION JOINT CITY, PLANT SIZE 1—III—I I NOTE: 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES CONCRETE FOOTING AND FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING CONSTRUCTION LEGEND REQUIRED. REINFORCEMENT PER CIVIL PLANS 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC Ol CONC. SIDEWALK PER STREET IMPROVEMENT PLANS. LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. O CONSTRUCT COBBLE PAVING PER CITY STANDARD DETAIL 542, SHEET L-5(3,413 S.F.) CONTRACTOR SHALL CONSTRUCT MOW CURB AT EDGE OF PAVING AT PLANTING AREAS PER CITY A. STONE WALL SCALE: 3/4" = 1'-0" 9. CLEANUP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE STANDARD. CITY p3 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL CONCRETE BLOCK PERIMETER WALL PER CIVIL ENGINEERS PLANS. AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE O CONSTRUCT COBBLE PLANTER WALL PER DETAIL A HEREON. SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. 5 5'TUBULAR STEEL FENCE PER FENCING PLANS 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS GRO-POWER PLUS 11. LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUND COVER AREAS, PURSUANT TO CITY STANDARDS +,, ~- DESCRIP77ON OF REWSION DATE CITY APPROVED AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. CITY OF RANCHO CUCAMONGA WOOD CHIP IS AVAILABLE FROM: INTRAVAIA SAND AND GRAVEL UPLAND,CA PLANTING PLAN (909) 982-6713 ,• = 20' EAST AVENUE PARKWAY LMD TRACT NO. 15912 DSc,�E L swT 3132 APPROVED BY r DA TE CITY ENGINEER -— _ _ R.CE. NO. 24953 S�j�L4 oc 1 SIGNATURE * DESIGN 23436 Madero, Suite 250 RECOMMEND D RJ Mission Viejo, CA 92691 1 3oP. �� Phone: 949.8375519 SJA Facsimile: 949.837.4992 v T� OF C ALx DRA WN S/HEE LI DJ _4 OF REV. CH 00 CHECKED E".1130/2002 R.L.A. NO. 3132 DRAWING NO. REV, M 0, 2000 JN DATE: FILE NO. 11-71, L R ,VL Y 11, 00 PROJECT SHEET NO. OF NOTES: 1 r ,. REMOVE NURSERY STAKES STORM oR/VN/UNDERGROUNo W E \ ^ 2 STAKESBE PLUMB AND u11L l v 1 3 STAKE TREE PERPENDLAR / S \ TO PREVAILINGWRND. v l N;or M — v� \PLACED HDP lW E SIDEWALK UTILITY TIE TO !E As LOW � \ ` J AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BEIM NERD ALLOW FOR WIND FLEXING OF THE TIME OF TREE WHERE SPECIES GROWTH `./ S.L ONE HALF OF SPACING BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. v S wW TRUNK � I UMR OF PLANTER AREA REQUIREMENT OR ALLOW THE HEAD TO DROP. u (2) TOP TIE 10 BE PLACED IIB TIGHTLY COMPACTED T BERM TO FORM CURB AND G METER 10' 5' �PAGm 2� A WITH �L[OWWAAS P,OOSlSIIBBLLE ON THE TOP OF STAKES BELOW DEPRESS� wATERMIc BISM. * * MIN. MIN.\ \ W GALVANIZED SCREWS T'0 T �`"`W'I' `R "'� WIN NOT SO LOW AS TO HEAD OF TREE WHERE TOP OF ROOTBALL TO v 4• WOOD CWP MULCH 1r WIXB/lN1 LODGE POLES. SUPPORT OR ALLOW SPECIES GROWTH HABIT POUTS. EXTEND r ABOVE u THE HEAD TO DROP. MIN TRUNK FINISH GRADE r uHw UXIGE POLE PINE MXM ((2) SETS OF CINCFI TIES SPACED 24 TOP OF ROOiBALL TO EXTF]D WRH W000 PRESERVATIVE STNV, hPART. ATTACH WITH GALVANIZED — r ABOVE FINISH w" DRIVE A MIN. OF Or INTO URN- SCREWS TO B' LODGE POLES. R W DISTURBED SOIL AND POSITION STAKES OUTSIDE ROOTBALL r DIA. LODGE POLE PINE STAKES SIDEWALK ORK MAL GRADE Ir MAX WITH WOOD PRESERVATIVE STAN, FH DRIVE S.L O S N PLACEBMM IG TLY COMPACTED DRIVE A MIIdMUM OF r INTO 1a I APPROACH V WATERINGUITI UNDISTURBED SOIL. AND POSON ~ PLANT PR TED OUTSIDE OF STAKES OUTSIDE ROOT BALI_ CURB AND GUTTER ARBOR GUARD N TURF AREAS ANROOT BAIL 5' S' 10' FRONT YARDS. IUP OF ROCTBALL TO EXTEND r MIN. MIN. MIN. MIN. ABOVE FINISH GRADE. PLANT PIT TIMES THE ")tK1.,KOk NATIVE BACKFILLWRH TIGHTLY COMPACTED T BERM TO FORM — WIDTH OF THE�ROdf)BYl STRUCTURE . NO ROCKS GRFA,TER WATERING BASIN FOR RESIDENTIAL AND CATCH BASIN THAN 3• DIAMETER WIDTH ROOT um BALL OUTSIDE COVER PLANT PIT. LOBERMS INCATE TRANSFORMER VAULT. PLAINT PTT TO BE 2 AREAS TO BE REMOVED PRIOR TO CITY ��: ACCEPTANCE. NOTE: I�ROOT BAIT _ J Ik 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CRY ENGINEER 1. ALL SHRUBS AND GROUND COVER In BE PLANTED AT EQUAL b NATIVE BACKFILLGREATER WITH � 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.ORSIGHT SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON ROCKS GREATER THAN T _ pyW� CRITERIA AS APPROVED BY TRAFFIC ENGINEER. PLANS: SEE LEGEND OR SPACING REQUIREMENTS. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE lot 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOL. PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER UNDISTURBED ►ATNF4. MAINTAIN 5 FEET FROM CENTER SOIL OF TREE TO EDGE OF Al. UNDERGROUND SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. ROOT BALL NATIVE BACIffAl WTni � �� FACILITIES. IN ADDITION MNNTAIN 10' FROM CENTER OF TREE TO ALL UTILITY ROCKS GREATER THAN T OM. I. UNTi1NGLE wIT rm ROOTS BY LOOSENING ALL ROOTS AT EDGE OWNED WATER SEWER LATERAL LINES. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES NOTES: OF ROOT BALL DO NOT CRACK ROOT BALL 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. OF PLAIT MATERIALS. PLAIT QUANTITIES INDICATED ON THE t REMOVE NURSERY STAESLEGEND ARE ESTIMATES ONLY. 2. STAKES TO BE PLUMB AND PARALLEL. NATIVESOL � � 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 3 STAKE TREE PERPENDICULAR TO PREVAILING IND. 7. STREET TREES SMALL BE PLANTED AND STAKED ACCORDING T'0 THE CRY TWICE ROOT BALL WIDTH 1 STANDARD PLANS. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA rD n. STANDARD "-A" APPR�VED By, DOUBLE STAKED TREE STANDAR ^"AN """PROVED By. STANDARD PLAN LVED BY, =TA's PL"' APPRU"ED 'Y' SHRUB AND GROUND COVER STA" "-AN I DOUBLE STAKED TREE ON SLOPE 505 5 GAL — 24' BOX 502 CONTAINER PLANTING 506 TREE PLACEMENT 501 SPACING 508 Y Doom" GATE UK WITH STAND&W SPECMICAMM FOR PUC WOP" CONTMI'C'"M CITY ENGINEER M UW WJM STMOMIS SKCWlCATKJHS FOR PUBIC WORKS COMSTWiCTIM CITY ENGDFER DA USE WITH STANDARD SKCSIC.ATKMIS FIR PUKJC WORKS C/NSTwunoM CITY ENQ►EFR LA 111[WITH sTANDAJo sPDaT'IGetIDNI! FOP PUWIJC WORKS OOMSTRUCTION CITY ENGINEER BA UK WITH STAMDMD BKQfICATKMNS FOR PusuC W/RN:s CONSTRUCTION INEET !OF 1 R.C.& P4933 SLEET 1 OF i TGE. P�4'33 SHEET 1 1 RLE P�963 SLEET 1 OF R.CE, P4931 SHEET 1 OF 1 E 4 MT SCE UP OUMORTMP CGBIIESIUNE 910E X �ypTEg NOTES: G` 1 R! 0 Toot.M eR1AiC L SLOPE IN TURF AREAS, �T ti I i Te:N7s To Att4M 4 BETWEEN CURB AND SIDEWALK/TRAIL - 2% " ^' .4 y^A �� C ! r& b. BEHIND SIDEWALK/TRAIL - 2% TO bei MAX. .4 4 ..A..4 l4 11) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE �L'� To/"AK3eve- C OF COMPACTED WOOD CHIP PERMITTED N LOCALIZED AREAS WITH CITY !'NGNEER'S APPROVAL Ur Moo" CONCRETE NDO AE TH CO ESTdNE Mov.TAA, MoK?A MULCH. L SLOPES N SHRUB/GROUND COVER AREAS: Tb q Cw$04 wi7JV HARDSCAPTNG CONCRETE HEADER, 4. BETWEEN CURB AND SE)EWALK/TRAIL - 2% CASE 2 WER PER PLAN} MBI. SOL DEPTH AT C✓R6/t*A'I� CURB k GUTTER, SIDEWALK, ETC.) FINISH GRADE 1. BERND SIDEWALK/TRAIL - 2% ►NN. TO 31 MAX EDGE OF COBOU CONCRETE HEADER - 1/2" RADIUS (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2A WILL BE PERAMTTEO COBBLESTONE EXPOSED EDGES AND FINISH PER PLAN N LOCALIZED AREAS WITH CITY ENGPNEER'S APPROVAL, PROVIDED Y IN LAWN (INSTALL A) GRADE LEVEL AT SWALE THAT SUCH SLOPES OVER Jet DO NOT EXCEED 12' N VERTICAL HEIGHT. f u 12" RDSSINGS 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE .,- :•; •:` C :• TOP OF ROOTEIALL TO EXTEND r d" OR IY FINISH GRADE BY CASE BASIS AND WILL REQURE APPROVAL OF THE CITY ENGINEER. s BLED ABOW FINISH GRADE NOTE oRI2NAL GRADE ( CASE 3 ---{ r f•--2,r i �i NATIVE BACKFILL WIrrIH No ROQCS it GREATER THAN T Dw1ETDt T I I r y�r I J_w" 1NORTANIED SROHE SIB4F T BERM TIMMY COMPACTED N = — I I I _ I I(—I I I ( 1 i+► -:t! r PUCE TO FORM (WATERING BASH CO»CRETE �n a� SHOVEL CUT EDGE COMPACTED _ I r 3 RE-BAR CONTINUOUS COBBLESTONE BEN�ITH CoeBLE W/�3 aw NATIVE SOIL I I I II I I' I��S OTHERWtSE INSTRUCTED) Roar BALL 'I 2' MIN. / 4' w►x. RAD. CURB ! CURER bV 4 4 PLANT PITOF TO BE (� T LL 1FE TURF \ A/q l: OUTSIDE PUBLIC R.O.W. � WIDTH OF THE ROOF BALL AIA \ ,. 4 NOTES: e_ \ 1. PRIOR 10 MM04ASEMACEMENT OF THE MULCH, THE CONTRACTOR SHALL • SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL T = \ 4 SIDEWALK HAHRDSCAPE 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND TURFAND GROUND COVER 2x�i Ij N� /i°M� T MGM (TV.) INTO EDGES AT GROUND COVER AREAS. — M14. MAX. RAO. UNDISTURBED NATIVE SOR- 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. r POC MOW CURB PER ary SID. 534 4. PLACE NO MULCH WITHIN A Ir RADIUS OF THE CROWN OF A WOODY PLANT. WITHIN PUBLIC RIGHT-OF-WAY �1 110pc sm LMEss pnERNRSE 81ALL eE NOTES: (SEE NOTES HEREON) ""XI ' , rc "Mm. 20'-d*HATTED ROOTS BY IDOSEMNIG ALL ROOTS AT EDGE 1. PROVIDE SCORE JOINTS AT 10'-Or O.C. AND 3/Tf EXPANSION caeel>VE 1/s M11 IE , AKN E WIN ONE FLAT WE OF ROOT BALL 00 NOT CRACK ROOT BNA JOINTS AT ZO'-Or O.C. s ALL SERC BH§Fn HAVE I/3 E►94ALL BE, COBBLES SMALL WIVE 2/3 AFL I AR 2. Ir WIDE CONCRETE HEADER BETWEEN CRY-MAINTAINED TURF AND s ALL -1/2 BETWEEN sI, 20 PSI BE AND 1RTWN awls TJ MORTAR T PART CEIIOR GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 10 AMPLE RE, t 40 2000 .,9 4ALL KD -P CONCRETE Y 'DRY-PP 6 AIlOWEO) PRIVATELY-MAINTAINED AREAS. 4. A PROCEEDING AREA, Wt �o s4 FT.W WO W1E APPF10e4D s THE CITY @IlPECTOR, PRIOR TO 3. CONCRETE TO BE 520-C-2500 MIN. WHIN �� Rock WOW, B. FINAL RESTING POSRIOH OF ALL ROC16 TO BE APPROVED BY 1FE THE CITY INSPECTOR L ROCKS SHALL BE SMOOTH. ROUNDED AND TREE OF oBJECTIOHMBLE DISFIO_WTKM A/O j OCCESSNE WON CONTENT. 7. 001CRETE CABS 620-0-2100. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ' A'FROVED BY. STAND&" P1..AN "APMUVEX BY' STANDARD PLAN APPROVED BY, STANDARD PLA, ^APPROVED BY- STANDARD PLAN APPRQJED BY. RIVER WASHED GRANITE STAND^" "LAN CONTAINER PLANTING ON SLOPE 507 MULCH INSTALLATION 509 CONCRETE HEADER 534 ALLOWABLE GRADES 541 COBBLESTONES 542 CITY ENGDEER CITY ENGINEER M UK WITH STANDARD BPECHICATKM FOR PUBIC WIRKs OONSTRLKI" CITY ENGINM BA USE WITH STANDARD SKCFFICATTONB FOR PIBUC WORKS OONSTRMIION CITY ENGINEER BA I=WITH STADARD SPECIFICATIONS fW PUBLIC WaRKt OOHSTIRICTION CITY ENGDEER BATE UB[ WITH BTACMD fP[+GFiCATIDF6 FOR PUC NOWBfS OOIISTRLICIIOIt SHEET 1 DF 1 RLE. P49S1 ~ UW WITH STANMM SKCWICATKIHS EOR PUBLIC W/Iaa CONSTRUCTION SHEET 1 CIF 1 RLE. P4933 SHEET 1 OF I R.C.E. P4933 SLEET 1 OF 1 RLE. P4%3 SWEET 1 w 1 R.C.E. 24953 �s I .. Tt: LANDSCAM E �4' So, ` �- CONC.GLOM PERR'ETER r1ALL / �.... ��� 'L�.\�� �`` � .iti•/'. ��.- ,v •a. \�\`�1 4,t�.,v,\ 00W_aLOCK 4Fid i \ ` 45 •`������� �` � �����'� �\ , '�\�< � �L� �+., ` !a �� r . gyp.` s✓ �. �_'°�^.. : . •;• f CITY ., ...: DESCRIPTION OF RE I/ISION DATE ��• \' � �. rI I APPROVED CITY OF RANCHO CUCAMONGA + CSONiC. 11191-0m rEl"Mrrm Ulk-L ..f =�, ,�� ti •: - r PLANT? O DETAIL EAST AVENUE PARKWAY LMD .� �sc,� TRACT NO. 16912 r• i 3132 PLANT1JCs O0E1ALK C e*%-f P'AVMb APPROVED BY �� DA TEI6'r R * SI°NATUKI * CITY ENGINEER - -__ —' R.C.E. NO. 24953 BENCH MARK SECTION V �J' EXP" ~� DESIGN 3436 Madero. Suite 250 RECOMMENDED UNDERGROUND SERVICE ALERT SET 2" BRASS DISK IN TOP OF CONC. '�' 6' 9'-b' 5' 1' 9 1/30/02 RAILING STAMPED'CITY OF RANCHO �m F�tM INCtUAM PLANTING am OATS BI•�PeLANTM H31DEtuALK coCeILE rAv*4 � � Mission Viejo, CA 92691 ��. T� � Op Ch X RJ Phone: 949.8373S19 CUCAMONGA BM 100681987"AT THE DRAWN Facsimile: 949.837.4992 SHEE T '-800 WESTERLY END OF HIGHLAND AVE. SECTION C BRIDGE OVER ETIWANDA CREEK,AT SECTION A �� 5oF 227 2600 THE SOUTHWESTERLY COR. OF BRIDGE. RE . ARCH 6, o REV. M 0, 2000 CHECKED EXP. 1/30/2002 R.L.A. N0. 3132 DRA WING NO. »a Ba4YKn+c DAYS 9EFUQE YOU CIG ELEVATION = 1404.554 REV. 11, 0 JN DATE: FILE N0. 1-715 R ND 1/EMBER 14, Do PROJECT SHEET NO. OF - SPRINKLER IRRIGATION SPECIFICATIONS 3. Before the date of the final observation, the Contractor shall transfer all information from the 3. Provide the amount of cost savings it the substituted item is approved. "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be made B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting PART 1 - GENERAL through the city for obtaining said sepia myler or similar mylar material. All work shall be in D. Brass Pipe and Fittings: any submittal item as an approved equal to the equipment and materials listed on the Drawings waterproof India ink and applied to the mylar by a technical pen made expressly for use on and Specifications. 1.01 DESCRIPTION mylar material. Such pen shall be similar to those manufactured by Rapidograph, KueNel & 1.where indicated on the Drawings, use red brass screwed pipe conforming to Federal Esser, or Faber Castell. The dimensions shall be made as to be easily readable even on the final 1.06 GUARANTEE Specification IWW-P-351. A. Scope of work: Provide all labor, materials, transportation, and services necessary to furnish controller chart (see Section C). The original mylar"record drawing" plan shall be submitted to and install the Irrigation System as shown on the Drawings and described herein. the City of Rancho Cucamonga for approval prior to the completion of the controller chart. 2. Fittings shall be red brass conforming to Federal Specification #W-P-460. A. The guarantee for the irrigation system shall be made in accordance with the attached form. B. Standards: All work and materials shall comply with governing codes, safety orders, 4. The Contractor shall dimension from two (2) permanent points of reference, such as building The General Conditions and Supplementary Conditions of these Specifications shall be filed E. Copper Pipe and Fittings: with the City prior to acceptance of the irrigation system. standards, and regulations, and meet the minimum requirements of the Standard Specifications corners, sidewalk edges, road intersections, etc., the location of the following items: For Public works Construction (Green Book) latest edition. 1. Pipe: Type $, hard tempered. a. Connection to existing water lines. B. A copy of the Guarantee form shall be included in the operations and maintenance manual. 1.02 QUALITY ASSURANCE do REQUIREMENTS b. Connection to existing electrical power. 2. Fittings: wrought copper, solder joint type. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the c. Gate valves. following information: A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all d. Routing of sprinkler pressure lines (dimension max. 100' along routing). Joints shall be soldered with silver solder, 45 X silver, 15 X copper, 16 X zinc, 24 X cadmium, s observations as required. e. Sprinkler control valves. solidus at 1125 ? F, and liquidus at 1145 ? F. GUARANTEE FOR IRRIGATION SYSTEM i. Routing of control wiring and locations of all splice boxes. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed g. Quick coupling valves. F. GateValves: We hereby guarantee that the irrigation system we have furnished and installed is free from in all cases where the manufacturers of articles used in this Contract furnish directions covering h. Stub-outs for future connections. defects in materials and workmanship, and the work has been completed in accordance with the points not shown in the Drawings and Specifications. i. Other related equipment as directed by the City of Rancho Cucamonga. 1. Ball Valves (1?."and smaller) Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We 5. On or before the date of the final field observation, the Contractor shall deliver the corrected agree to repair or replace any defects in material or workmanship which may develop during the C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations and completed sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relieve a. Ball valves shall be a 1251b SSP bronze valve with threaded ends and shall be equipped with period of one year from date of acceptance and also to repair or replace any damage resulting a stainless steel handle. governing or relating to any portion of this work are hereby incorporated into and made a part of the Contractor of the responsibility of furnishing required information that may be omitted from from the repairing or replacing of such defects at no additional costs to the City. we shall make these Specifications, and their provisions shall be carried out by the Contractor. Anything the prints. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. such repairs or replacements within a reasonable time, as determined by the City, after receipt of c.All Ball valves shall be installed per detail. contained in these Specifications shall not be construed to conflict with any of the above rules, written notice. In the event of our failure to make such repairs or replacements within a regulations, or requirements of the same. However, when these Specifications and Drawings call C. Controller Charts: reasonable time after receipt of written notice from the City, we authorize the City to proceed to for or describe materials, workmanship, or construction of a better quality, higher standard, or 2. Resilient wedge Gate Valve (2" and larger) have said repairs or replacements made at our expense and we will pay the costs and charges larger size than is required by the above rules and regulations, the provisions of these 1. As-builts drawings shall be approved by the City of Rancho Cucamonga before controller therefore upon demand. a. Resilient wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. Specifications and Drawings shall take precedence.. charts are prepared. PROJECT: EASE AVENUE PARKWAY LlitD, TRACT 15912 b. Resilient wedge Gate valves shall be No. 403 RT-RW as supplied by watts or approved D. Explanation of Drawings: 2. Provide one controller chart for each controller sequence. equal. LOCATION: WEST SIDE OF EASE AVENUE FROM BASELINE TO 660'NORTH OF BASELINE c. All Resilient wedge Gate valves shall be installed per detail. 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., 3. The chart shall show the area controlled by the automatic controller and shall be the maximum which may be required. The Contractor shall carefully investigate the structural and finished size which the controller door will allow. G. Quick Coupling Valves: SIGNED: conditions affecting all of his work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings are generally diagrammatic and 4. The chart is to be a reduced drawing of the actual installed system. However, in the event the 1. Quick coupling valves shall have a brass, two-piece body designed for working pressure of ADDRESSED: 150 P.S.I. indicative of the work to be installed. The work shall be installed in such a manner as to avoid controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that conflicts between the irrigation system, planting and architectural features. will be readable when reduced. PHONE: DATE OF ACCEPTANCE: 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. 2. All work called for on the Drawings by notes or details such be furnished and installed 5. The chart shall be a black line or blueline ozalid print and a different color shall be used to PART 2 - PRODUCTS whether or not specifically mentioned in the specifications. indicate the area of coverage for each station. H. Backflow Prevention Unita: 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when 6. when completed and approved, the chart shall be hermetically sealed between two pieces of 2.01 MATERIALS 1. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions plastic, each piece being a minimum 20 mils. A. General: Use only new materials of brands and types noted on drawings, specified herein, or backflow prevention units in accordance with the Drawings. exist that might not have been considered in engineering. Such obstructions or differences approved equals. should be brought to the attention of the City of Rancho Cucamonga. In the event this 7. These charts shall be completed and approved prior to the final field observation of the B. PVC Pressure Main Line Pipe and Fittings: 2.nye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh notification is not performed, the Contractor shall assume full responsibility for any revision irrigation system. morsel screen and shall be similar to Bailey100B or approved equal. necessary. D. Operation and Maintenance Manuals: 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. 3.All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. The Contractor shall verify with the local governing 1.03 SUBMITTALS 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC compound body as to material type and installation procedures prior to start of construction. Submit shop 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to conforming to ASTM resin specification D1784. All pope must meet requirements as set forth A. Material list: completion of construction, two hard-cover, three ring binders con the folio drawing for approvaL p g twining wing in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.) information: (Solvent-weld Pipe). 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name L Check Valves: in the Drawings and Specifications. No substitution will be allowed without prior written a. Index sheet which states Contractor's name, address, and telephone number, and which lists 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent approval by the City of Rancho Cucamonga. each installed equipment and material item including names and addresses of manufactures local welded joints. i. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification representatives. 2. Complete material list shall be submitted prior to o an work. Material list shall b. Catalog and arts sheets on eve material and equipment item installed under this Contract. WW-V--51D, Class A, Type N. P P performing Y 8 P r9 �P 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound include the manufacturer, model number, and description of all materials and equipment to be c. Guarantee statement. conforming to ASTM resin specification D1785. All pipe must meet requirements as set forth in used. Although manufacturer and other information may be different, the following is a de to d. Complete operating and maintenance instructions on all major went. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and 8 y g g P P g j �P Federal Specification PS-21-70., outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field proper submittal format: adjustable against drawvut from 5 to 40 feet of head. Anti-drain valve shall be similar to the 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance 5. PVC solvent-weld fittings shall be Schedule 40, 1l-1 NSF approved conforming to ASTM Item No. Description Manufacturer Model No. personnel with instructions for major equipment and show evidence in writing to the City of test procedure D2466. Valcon "ADV" or approved equal. Rancho Cucamonga at the conclusion of the project that this service has been rendered. 1 Backflow Preventer Febco 825-Y-BV 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and J. Control Wiring: 2 Automatic Controller Calsense ET1- RJ -DR E. Equipment to be Furnished: installation methods prescribed by the manufacturer. 1. Except as noted otherwise, connections between the automatic controllers and the electric 3 Master Valve Superior 3100 RCV control valves shall be made with direct burial copper wire AVG-U.F. 600 volt. Control wiring 4 Etc. Etc. Etc. 1. Supply as a part of this contract the following tools: 7. All PVC pipe must bear the following markings: installed in control wire conduit within structure shall be made with AWG-TW solid copper MI1 wire. Pilot wires shall be a different color wire for each automatic controller. Common wires Irrigation submittal must be specific and complete. All items must by listed and should include a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of a. Manufacturer's name solvent, primer, wire, connectors, valve, boxes, etc. No copies of manufacturer's literature sprinkler and valve supplied on this project. b. Nominal pipe size shall be white with a different color stripe for each automatic controller. Install in accordance ( P g c. Schedule or class with valve manufacturer's specifications and wire chart. In no case shall wire size be less than : (catalog cuts) are required as submittal information. b. Two 2) four-foot valve keys for operation of ate valves. - -. e. Two (2) keys for each automatic controller. #14. d. Pressure rating in P.S.I. 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 of e. NSF (National Sanitation Foundation) approval Cucamonga may be rejected and the Contractor may be required to remove such materials from each type of quick coupling valve installed. 2.11'uing shall occupy the same trench and shall be installed along the same route as pressure g y j y q yP q P g f. Date of extrusion supply or lateral lines wherever possible. the site at his own expense. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, 4.Approval of any item, alternative or substitute indicates only that the product or products project. Before final observation can occur, evidence that the City has received material must be applicable I.P.S. schedule and NSF seal of approval. apparently meet the requirements of the Drawings and Specifications on the basis of the shown to the City of Rancho Cucamonga. information or samples submitted. C. PVC Non-Pressure Lateral Line Piping: j ;.'• �r� 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints t •+ DESCRIPTION OF REVISION DATE CITY APPROVED Such warranties shall only supplement the guarantee. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, when installed in planting areas. ' loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a CITY OF RANCHO CUCAMONGA B. RECORD DRAWINGS: vehicle which allows the length of pipe to He flat so as not to subject it to under bending or a 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with •'� ' ` concentrated external load at any point. Any section of pipe that has been dented or damaged solvent welded joints. IRRIGATION & PLANTING SPECIFICATIONS 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozabd will be discarded, and if installed, shall be replaced with new piping. prints which shall be corrected daily, showing every change from the original Drawings and 3. Pipe shall be made from NSF approved, Type 1, Grade II PVC compound conforming to EAST AVENUE PARKWAY LMD Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this 1.05 SUBSTITUTIONS ASTM resin specification D1784. All pipe must meet requirements set forth in Federal purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall Specification PS-22-70 with an appropriate standard dimension ratio. TRACT NO. 16912 be kept on the site and shall be used only as a record set. A. If the Contractor wishes to substitute any equipment or materials for the equipment or �,pt1DSCAp� materials listed on the Drawings and Specifications, he may do so by providing the following 4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for �� °o` L sW r" 2. The Contractor shall make neat and legible notations on the record drawing progress sheets information to the City of Rancho Cucamonga for approval: non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure main 3132 P P�P g P �. APPROVED BY �✓�(.GG4 DA� daily as the work proceeds, showing the work as actually installed. For example, should a piece line pipe and fittin s as set forth in section 2.O1B of the S Specifications. r' pip g p .j aTY ENGINEER R.GE. NO. 24953 of equipment be installed in a location that does not match the plan, the Contractor must indicate 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of SIGNATURE. - -_-- -- * DESIGN 23436 Madero, Suite 250 RECOMMEN ED that equipment has been relocated in a graphic manner so as to match the original symbols as paper for each item to be submitted. RJ Mission Viejo, CA 92691 indicated in the irrigation legend. The relocated equipment and dimensions will then be ;A EXP. 1/30.102 �~ Phone: 949.83 .837. v r�' FOS DRAWN SJA Facsimile: 949.837.4992 SHEE I transferred to the original record drawing plan at the proper time. 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be OF C NO substituted. DJ L-6 of 9 REV.--i RCH 00 CHECKED EXP. 1130/2002 R.L.A. NO. 3132 DRA wrNG NO. REV. M 30, 2000 DATE: FILE NO. R UL Y 11, JN J L.. f'/?NJ/.(T,57/1,)l TNO. 0/ 3.where more than one (i)wire is placed in a trench, the wiring shall be taped together at 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. Note:Testing of pressure main linea shall occur prior to installation of the electric control valves. intervals of fifteen (15) feet. B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail 3• All Piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square be responsible for damages to utilities which are caused by his operations or neglect. Check drawings or Specifications pertaining to specific items required to complete work, perform such inch and proven watertight prior to paving. 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion existing utilities drawings for existing utility locations. work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. curl shall be of sufficient length at each splice connection at each electric control valve, so that in 4. Sustain pressure in lines for not less than six (6) hours. It leaks develop, replace joints and case of repair, the valve bonnet may be brought to the surface without disconnecting the controlC. Coordinate installation of sprinkler materials including pipe, so then shall be no interference 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. repeat test until entire system is proven watertight. wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. Installation and solvent welding methods shall be as recommended by the pipe and fitting 5.All hydrostatic tests shall be made only in the presence of the General Contractor and the City manufacturer. 5.All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Rainbird Snap-Tile of Rancho Cucamonga. No pipe shall be backfilled until it has been observed, tested, and D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed roved in win connectors., or approved equal. Make only one splice with each connector sealing pack. before starting work on the irrigation system. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon a pp writ'm8• tape or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to 6. Field splices between the automatic controller and electric control valves will not be allowed 3.02 PREPARATION metal joints. Light wrench pressure is all that is required. where threaded PVC connections are 6. Furnish necessary force pump and all other test equipment. without prior approval of the City of Rancho Cucamonga. required, use threaded PVC adapters into which the pipe may be solvent welded. 7. when the irrigation system is completed, perform a coverage test in the presence of the City of A Physical layout: H. Automatic Controller: E. Line Clearance: Rancho Cucamonga to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and coverage due to deviations from the Drawings, or where the system has been willfully installed na 1. Automatic controller(s) shall be of size and type shown on the Drawings. 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (12) location of sprinkler heads. indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of inches from lines of other trades, with the exception of the control wire sleeve(s) which shall be g y � q gm8 2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is another. planted. 3.Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic B. water Supply controller location is to be furnished by others. The final electrical hook-up shall be the F. Automatic Controller Assembly: Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. responsibility of the Contractor. 1. The irrigation system shall be connected to water supply point(s) of connection as indicated on s the Drawings Install as per manufacturer's instructions. Remote control valves shall be connected to controller L. Electric Control Valves: in numerical sequence as shown on the Drawings. 3.07 MAINTENANCE 2. Connections shall be made at the approximate location(s) shown on the Drawings. The A. The entire irrigation system shall be under full automatic operation for a period of seven (7) 1. All electric control valves shall be the same size and type shown on the Drawings. Contractor is responsible for minor changes caused by actual site conditions. G. High Voltage Wiring for Automatic Controller: days prior to any planting. 2.All electric control valves shall have a manual flow adjustment. C. Electrical Supply: 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. B.The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. 3. Provide and install one control valve box for each electric control valve. 2. All electrical work shall conform to local codes, ordinances, and union authorities having 1. Electrical connections for any and all automatic controllers shall be made to electrical point(s) 3.08 CLEAN-Up of connection as indicated on the Drawings. jurisdiction. M. Control Valve Boxes: 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be Contractor is responsible for minor changes cause by actual site conditions. H. Remote Control Valves: 1. Use 10" z 10-3/4" round box for all gate valves. Carson Industries ; 910-12B with green removed from the site, all walks and paving shall be bloomed or washed down, and any damage bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six (6) 1. Install where shown on the Drawings. where grouped together, allow at least twelve (12) sustained on the work of others shall be repaired to its original condition. 3.03 INSTALLATION inches. inches between adjacent valve boxes. Install each remote control valve in a separate valve box. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A T'e'ems' A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at 2. Use 9-1/2"z 16" z 11"rectangular box for all electric control valves. Carson Industries I I. Flushing of System: 1419-12B with green bolt-down cover or approved equal. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the Cit of Rancho Cucamonga. grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion P y 3. Use 6" diameter z 8-3/4" deep round plastic valve box for all quick coupling valves. Carson work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and full head of water used to flush out the em. H.The Contractor shall show evidence to the City of Rancho Cucamonga that the City has Industries 1608-12 with green flex-lock cover or approved equal. 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lines installed under P � received all accessories, charts, record drawings, and equipment as required before final site 4. Use 9-1/2" z 18" z 11" paving or hardseaping.rectangular box for all electric control valves installed within on-grade 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the observation can occur. landscaped areas. Carson Industries 11419-12B with green bolt-down cover or approved equal. 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) complete satisfaction of the city of Rancho Cucamonga. 3.10 SITE OBSERVATION SCHEDULE inches or larger in diameter. 5. Use 10" x 10-1/4"round box for all quick coupling valves installed within on-structure J. Sprinkler Heads: landscaped areas. Carson Industries No. 910-12B with green bolt-down cover or approved equal. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for one half (2?") inches or smaller 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this the following observation meetings, according to the time indicated: N. Sprinkler Heads: work shall be equivalent in all respects to those itemized. 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. 1. Pre-Job Conference - 7 days 1. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. spacing exceed the maximum recommended by the manufacturer. 2. Pressure supply line installation - 24 hours specified in these special provisions. 3. Lateral line and sprinkler installation - 24 hours 7. Refer to City Standard 120 '"bench Repair"when within City streets susceptible to traffic loads. 3.04 TEMPORARY REPAIRS 2. Spray heads shall have a screw adjustment. B. Backfilling: The City reserves the right to make temporary repairs as necessary to keep the sprinkler system 4. Automatic controller installation - 24 hours 3. Riser units shall be fabricated in accordance with the details shown on the drawings. equipment in operating condition. The exercise of this right by the City shall not relieve the 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be Contractor of his responsibilities under the terms of the guarantee as herein specified. 5. Control wire installation - 24 hours 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler carefully backfilled with the excavated materials approved for backfilling, consist' of earth, � 3.05 EXISTING TREES 8. Pressure supply line and lateral line testing - 48 hours body loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent 7. Coverage test - 48 hours 5. All sprinkler heads of the same type shall be the same manufacturer. undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible g areas, humps or other surface irregularities. care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots 0. Sleeving: occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the 8. Final observation - 7 days 2. A fine granular material backfill will be initially laced on all lines. No foreign matter larger path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to � y P � g prevent scarring or excessive n where a ditching machine is run close to trees having roots B.when observations have been conducted other than the City of Rancho Cucamonga, show 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be than one-half N inch in size will be permitted in the initial backfill. P drying. g v Schedule 40 P.V.C. or approved equal. smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand evidence in writing of when and by whom these observations were made. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted P. Vandal Resistant Controller Enclosure: with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within C. No site observations will commence without "As-Built" record record drawings. The contractor shall 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree not call fora site visit without "As-Built" record drawings, without completing previously noted 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation shall be kept shaded with burlap or canvas. corrections, or without preparing the system for said visit. yP �8 gs g or other construction are necessary, the Contractor shall make all required adjustments without Detail sheet. cost to the City. 9.08 FIELD QUALITY CONTROL 2.A backboard shall be secured to the controller enclosure housing to provide a base for mounting C. Trenching and Backfill Under Paving: the automatic sprinkler controller and terminal strip. A. Adjustment of the System: 1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. prevent overspray onto walks, roadways, and buildings as much as possible. P P eP shall be backfilled with sand (a layer four (4) inches below the pipe and six (8) inches above the Metal conduit shall run from the 117 volt supply to the controller housing. All power within the pipe) and compacted in layers to 95 % compaction, using or mechanical tamping devices. 2. If it is determined that adjustments in the irrigation equipment will provideproper and more housing shall be properly phased. Trenches for piping shall be compacted to equal the compaction of the existing adjacent 1 gP CITY ! t � � DESCRIPTION OF REVISION DATE undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments F APPROVED 4. A terminal stripshall be provided, clearly indicating the proper points of connection of all may also include changes in nozzle sizes and degrees of arc as required. ►-1 A P Y mg P P P with the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under , appropriate wiring (station valves, master valve, common, central control). paving prior to the avis work CITY OF RANCHO CUCAMONGA P ng P paving ��: £� 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10) days �`�-`_ F Q. Miscellaneous Irrigation Equipment: after notification by the City. _ ` � IRRIGATION & PLANTING SPECIFICATIONS 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 2• Generally, piping under existing walks is done by jacking, boring, s hydraulic driving, but 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on EAST A VENUE PARKWA Y LMD where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and ' replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks the Drawings. TRACT NO. 16912 2. All miscellaneous irrigation equipment shall be as specified or approved equal. � `� �•i t~ slt/T '�p�, and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that each lateral 3132 PART 3 - EXECUTION be permitted under concrete paving. operates at design pressure. w ter-,) ` APPROVED BY DATE 3. Refer to City Standard 120 "Trench Repair"when within City streets susceptible to traffic yk SIGNATURE B. Testing of Irrigation System: pTY ENGINEER - _ R. E. N0. 24953 �j, 3.01 OBSERVATION OF SITE CONDITIONS loads. 1.The Contractor shall request the presence of the City of Rancho Cucamonga in writing at least EXP.9� 1/30/02 DESIGN 36 Madero, Suite 250 RECOMMENDED 48 hours in advance of testin c�0 Mission Viejo, CA 92691 D. Assemblies: g' OF C NLS Phone: 949.8375519 A. All scaled dimensions are approximate. The Contractor shall check and verify all size DRAWN SJA Facsimile: 949.837.4992 sHEL dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding with 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove 1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines RE . >RC<H00 DJ L- 7 pF9 work under this Section. watertight. REV. 00 (and various assemblies) in such a manner as to conform with the details in the Drawings. RE CHECKED EXP. 1/30/2002 R.L.A. NO. 3132 DRAWING NO. JN DA TE: FILE NO. PI?0.11 C'TS///Z�l7 NU. O/ CONCRETE SPECIFICATIONS project scope of work will apply. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the 5.04 Mulch: Contractor Rough Grading. Mulch: Shall be of compacted wood chip fiber. PART 1 GENERAL Drain Lines and Catch Basins. 3.04 Soil Preparation: Irrigations (main line pressure, coverage & system operations test). 5.05 Coordination: Soil Preparation and Finish Grading. All work on irrigation system shall be complete and inspected for recommended approval and, fine grading 1.01 Description Plant Material (delivery& placement). completed, prior to rototilling and prior to soil amendment work. For concrete information refer to the Standard Specifications for Public works Construction A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other (Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and Final Inspection (after maintenance period) - 7 days. After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a 400, as well as any other sections related to the installation, per and post installation of concrete „ . damaging elements. depth of 12". All rock and debris more than 2 m diameter shall be removed from the site, except for areas that work, materials, labor, and clean-up. The Standard Specifications for Public works The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City are to be sodded, in which all rock and debris more than 1" in diameter shall be removed. Construction is available from: a minimum of seven (7) days prior to the beginning work. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Yater area thoroughly and ground cover planting. 3 055 Overland Avenue Building News 1.07 Guaranties: after rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet 35.08 Installation: Los Angeles, CA 90034 A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed of planting area: (310) 202-7775 Plant ground cover and bedding plants in moist soil and space as indicated on plans. from date of final acceptance of landscape construction for periods as follows: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 200 lbs. of Gro-Power or approved equal. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil 1.02 Scope Trees 24" boa k larger 1 year Furnish and install all concrete work complete as indicated on the drawings or as specified, Trees 15 gal. do smaller 1 year The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because moisture shall be such that soil does not crumble when removing plants from container. including, but not limited to the following: Shrubs All sizes 120 days soil conditions may change drastically from the time these specifications were developed to the time the actual Ground Cover 120 da soil conditioning take lace. Therefore, the Contractor shall obtain his own soils anal at a rate of one per Regrade planter areas atter planting, to restore smooth finish grade and to insure proper surface drainage. A 4" A. Furnish and set all reinforcing steel, bolts, and anchors. g P P layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall B. Install all items required by other trades which are to be cast into concrete. Bedding Plant 120 days every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils Lawn (sod) 120 da testing laboratory approved b the project Landscape Architect and Cit Copies of the soil test to be provided begin immediately after mulching. (Grading shall accommodate the mulch) C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. g ry PP Y P ] Pe y P P 1.03 Protection Lawn (seed) 120 days from first mowing during the Pre-construction job conference. 5.07 Protection: All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance 3.05 Finish Grading: shall be laced imediatel after concrete finishing. Contractor shall furnish, lace and remove all Brea temporary fencing or barriers to protect planted areas from damage prior to final acceptance. P y g P period. Landscape Contractor shall replace and plant all materiels which have died within the time of his own barricades. Contractor shall be responsible for any damage to new construction and span stated above, at no cost and within 5 days from receiving written notice from the Landscape After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall replacement or repair of the work shall be made without added cost to the City. PART 6 - MEED ABATEMENT P P y Architect or City. If dead material is not replaced and planted within the 5 day period, City may be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. replace dead material with new material and charge the Landscape Contractor for all expenses 6.01 Scope of work: 1.04 Clean-up incurred. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Upon completion of all concrete work and before final acceptance, the Contractor shall remove Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably p° P P B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site 3.06 Coordination: implied, and as delineated in the specifications. all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in a development, for a period of one year from date of final acceptance of project. clean, neat condition acceptable to the City. weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil 8.02 Quality Assurance: PLANTING SPECIFICATIONS 1.08 Material and Labor Releases: amendment work, and planting. (See Weed Abatement section). A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and PART 4 - TREES AND SHRUBS Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. PART 1 - GENERAL materials releases for all work performed under Site Development. B. All materials and methods must conform to Federal, State, and Local Regulations. 4.01 Scope of York: 1.01 Scope of York: 1.09 Disposal and Clean-up: 8.03 Submittal: Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as Contractor shall provide all materials, labor and equipment incidental to and necessary for Remove all waste materials (including excavated material classified as unacceptable soil material), reasonably implied and as delineated in the specifications. Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the trash and debris generated or encountered during the course of landscape construction, and legally Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the Specifications as follows. dispose of it. During the course of the work, remove surplus materials from the site and leave 4.02 Products premises in a neat and clean condition. Clean up and remove all remaining debris and surplus A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Peat Control Advisor 1.02 Standards: shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned the American Joint Committee on Horticulture. Except for names covered therein, the established custom of of the weed control materials and methods with the intended planting and seed varieties present. upon the request of the inspector. the nursery is followed. All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public 8.04 Responsibility and Coordination: SART 2 - EXECUTION H. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Works Construction (Green Book) latest edition. plant disease, insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion 2.01 Protection: container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall into the treated areas and to notify the public. 1.03 Quality Assurance: Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be trees be topped. allowed to dry out. Bare root stock shall be separated and heeled-in, in most earth or other suitable H. No material or methods shall affect the landscape planting or hydroseed germination. No material or A. All Contractors performing Site Development work, must be licensed in accordance with the material until planting. Balled and burlapped plants shall have root ball covered with moist sawdust, C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices laws of the State of California. method shall render the job site unusable for more than 10 days from date of application. wood chips or other suitable material until planting. and shall be of the size and caliper normally associated with the container size specified on plans. Removal of 02 Iall tags, labels, nursery stakes and ties from all plant material prohibited until the approval of the landscape 6.05 Non-Selective Herbicides: H. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors 2. nstallation: Architect or City. and Material Suppliers expected to be employed during the course of construction. D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Detailed layout of plants within the planting areas shall be performed by Contractor and approved by out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. Advisor) C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, the Landscape Architect and City prior to planting. during entire course of the Construction Contract. The amount of insurance shall be determined E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall 8.08 Selective Herbicides: by City. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the have been grown in containers for at least one (1) year, but not over two (2) years. following mixture: Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control D. Prior to start of site development work, the Contractor shall notify the Landscape Architect F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials and City to give starting and completion dates. Contractor shall also supply the Landscape Native, Native, On-Site Soil with rock no greater than 3„ in diameter are approved in advance by the City, and are made at no additional cost to the City. Except for authorized Architect and City with the name and telephone number of the person in charge of the work. Gro Power Plus, 5-3-1 15 lbs/cy variations, all substitute plant materials shall conform to the requirements of these specifications. 6.07 Weed Eradication: Iron Sulfate 2 lbs/cy 1.04 Responsibilities and Coordination: G. Plants Not Approved - Plants not approved are to be removed from site immediately and replaced with •� ' If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting'.:yeas will (To be used for bidding purposes only,verify with Agronomic Soils Test.) suitable plants. The City reserves the right to reject entire lots of plants represented by defected samples. A. Permits: The Contractor shall obtain and pay for all permits and inspections required by require control prior to removal, spray these areas per Pest Control Advisor's recommendations. ' , governing authorities for the work to be performed. Atter backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow H. Stake all trees, as per details immediately after planting to prevent wind damage. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials:from- thorough water-in and establishment. planting areas B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the 1. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and plans at the site prior to commencement of any work under this contract. The Contractor shall Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough verifythe location and depth of all underground utilities riot to start of work. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2"below the surface of the P P Berms in turf areas to be removed prior to City acceptance. watering of trees. All planting holes shall be excavated as defined on appropriate details. soil. Physically remove all weeds from the site. PART 3 - SOIL PREPARATION AND FINISH GRADING C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all 4.03 Soil Amendments: temporary utilities such as water, electrical power and gas as required by him for the 3.01 Scope of work: construction of the project. Temporary services shall be coordinated with the City and other Soil amendments shall be as recommended in the Agronomic soils report ,t= £ o contractors on the job site. A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil �� E7,� preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably 4.04 Trees Stakes: , D. Survey, Reference Points and Elevations: The Contractor is responsible for establishing all �4 DESCRIPTION OF REwSION DATE CITY y resp hin8 implied, or as delineated in the specifications. tip APPROVED surveys, reference points and elevations required by him, and shown on plans for proper Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information. execution of site construction. t B. Furnishing, placement and grading, of topsoil for backfilling of planters it required. CITY OF RANCHO CUCAMONGA PART 5 - GROUND COVER AND BEDDING PLANTS `�•= ,, E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required C. Cleaningand finish grading of planters areas and planting areas. CON,9'TRUC?70N P Ci $PEC%IFICATION gr 8 P P g by him for the construction of the project. All temporary traffic barriers and detours shall 5.01 Scope of Mork: conform to all conditions required by the City or governing authorities. 3.02 Topsoil: EAST AVENUE PARKWAY LMD Provide all materials and equipment and perform all work necessary for and incidental to installing all ground DSC 1.05 Defective and Unauthorized work: A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. c�y01. �•�0 TRACT NO. 15912 3132 All work which is determined by inspection to be defective in its construction or deficient in any B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. 5.02 Bedding Plants: r, LZI of the requirements of the plans and specifications, shall be remedied or removed, and replaced Silt plus clay content of this soil shall be no greater than 15 % by weight. The boron content of this 924 •-�Rh APPROVED BY DA TEl�7 b the Contractor at his own expense in a manner acceptable to the Landscape Architect and * s"'"""" y zP P P soil shall be no greater than 1 part per million as measured on the saturation extract. The sodium Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species CITY ENG/NEER R.C.E. NO. 2495) City. absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure and variety shown on plans. ��' AXP �� DESIGN 23436 Madero, Suite 250 RECO MEN 1.06 Inspections: DED conformance, samples of the imported soil shall be submitted to an agronomic soils testing 9��, v3ao2 ���� R J SJA Mission Viejo, C92691 OF A�,1 Phone: 949.837.5511 9 laboratory, approved by the project Landscape Architect for analysis prior to use. Result of testing to 5.03 Ground Cover: CDRAWN Facsimile: 949.837.4992 4ZZfA_- SHE1r be delivered to City for approval. Soil test to include analysis and recommendations. RE . ARCH s o0 The Contractor shall arrange for inspections by notifying the Landscape Architect, City and Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and REv. M o, 2000 DJ -'8 OF 9 governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections $A3 Soil Amendments: well rooted in flats or similar containers. R ULY 1 000 CHECKED EXP. 113012002 R.L.A. N0. 3132 DRAWING No. shall be as listed below, but not necessarily in this order. Only the inspection pertaining to the JN DA TE: FILE NO. P/IUJft rs/r/,ETNU 01 EM 7 — LANDCAPDO V 1ANCE 7.01 Scope of Work: Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably implied or as delineated in the specifications including, but not limited to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.02 Fertilizers A. Commercial fertilizers with an analysis of 5-3-1—Gro—Power Plus, and 12-8-8 Gro—Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393-3744. B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 — "Fertilizer Materials," Section 1030 of the Agricultural Code. 7.03 General: Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the landscape Architect and City representative. A.hTigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation system run—off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B.heed ControL• Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide Program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weeldy. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8 —ACCEPTANCE OF PROJECT 8.01 Cramt Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting installation by the City Public Yorks Inspector. Maintenance period shall be adequate to verify plant characteristics and establishment. the second at the end of the A. Two inspections shall be made that affect the establishment period: The firstafter all plantings have been completely installed in order to approve the beginning of the establishment period, and establishment period. U plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved. k0SC,4,0 B.At termination of establishment period all plant material shall be live, healthy, undamaged, and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be `h made. All areas shall be neatly raked and free of weeds. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA MAMMWANCE SPECtFICA TIONS EAST AVENUE PARKWA Y LMD VDSc,�� TRACT NO. 15912 3132 `r APPROVED BY DA TES * SIGNATURE? * a7Y ENGINEER R.CE. NO. 24955 EXP. �� DESIGN 23436 Madero, Suite 250 RECOMMENDED 9rF �/3ao2 l�o�� RJ Phione:n94983755 4 OF SJA 92691 CAL DRAWN Facsimile: 949.837.4992 Ar SHEE 7 DJ L-� of 9 REV. R<CH00 REV. M000 EXP. 1130/2002RE UL 0 CHECKED R.L.A. 1V0. _ DfA WING NO. JN DA TE: FILE NO. ` W —L f PI?0✓1, 7'S11j4%TN0. a