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HomeMy WebLinkAbout1081-L 01 THE WILLIAM. LYON COMPANY INCm !t(` FUTURE 8540 ARCHIBALD SUITE B RANCHO CUCAMONGA , CALIFORNIA 91730 -�s FAOCILITYCI M FUTURE MEDIUM DENSITY o 19 TR A 13II P ,AVORSE CONSULTING GROU i 1 PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE SHEETS 3 6 SHEETS 4860 IRVINE BOULEVARD, SUITE #201 2 5 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730-7117 PALM DESERT SHEET KEY MAP ABBREVIATIONS SHEET INDEX VICINITY MAP • AT i!•. DaWN5�0UT INV. , INVERT ELEVATION •. DEWBR ^ , A.D. ANCHOR BOLT t. EAST J.S. JUNCTION BOX •. DOUTH PROJECT SITE • A.D.S. ACRYLONITRILE BUTADIENE STYRffifE PIPE L. EACH =.. LENGTH OF ARC K7• SCHEDULE A.C. ASPHALTIC CONCRETE D.C. END OF CURVE L.A. LANDSCAPE ARCHITECT D.Q. SUB-GRAVE COVER SHEET A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.P. LINEAR FEET $ST. SNEET ALT. ALTERNATE 1.J. EXPANSION JOINT LT. LEFT B.P. SQUARE FOOT, FEE'P ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM s�'DCS. SPECIFICATIONS 2 IRRIGATION PIAN ' DESCRIPTION OF REVISION DATE APPROVED APPROX. APPROXIMATE E.M. EACH MAY _ MFG: MANUFACTU ER •Q- BARE �' CITY OF RANCHO CUCAMONGA D.C. BEGINNING OF CURVE mi. EXIST. EXISTING �. MANHOLE •!. STREET AeMle 'D.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION min. MINIMUM SURFACE FOUR SIDES move" NNW B.C.R. BEGINNING OF CURB RETUTM F.G. FINISH GRADE , NORTH T TANGENT 3 IRRIGATION PLAN VICTORIA GROVES BLbG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF GVRS _ � TRAILS B.S. BOTTOM OF STEP F.B. FINISH SURFACE NO., F NUMBER T.C.B. TOCP OF CATCH BASIN FOOD /1M C., CDND CONDUIT FY. FEET, FOOT O.C. ON CENTER T.F. TOP OF FOOT:Nc 4 IRRIGATION LEGEND SPEC,iFICATIONS & DETAILS SOUTHERN PACIFIC RAILROAD EASEMENT C.B. CATCH BASIN Pfc. FOOTING O.D. OUTSIDE DIAMETER ?.O.• TPP OF SHAYS f ! C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA TTG TONGUE AND GROOVE C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CORfCRBTi T.P. TOP OF PAVING t PLAN i PI COVER SHEET C.L. C CENTER LINE �. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE ?.S. TOP OF STEP 5 LANDSCAPE C� 1 RUCTION & RANTING � calm �� C.M.O. CONCRETE MASONRY 0112? G.L.D. GLUE LAMINATED BEAM P.D.C. POINT OF REVERSE CURVE T.W. TOP OF WALL -�' w�17 ARPROVtD �Y L �7 C.O. CLEAN OUT G.P.M. GALLONS PER YINUTZ PL. L PROPERTY LING TTP. . TYPICAL IW CONC. CONCRETE - OR. GRADING ♦. VOLTAGE -dqy cmr ENorN� 11t •t• �. P.S.I. POUNDS PER SQUARE INCH 6 LANDSCAPE CONSTRUCTION & PLANTING PLAN Z CONT. CONTINUOUS � Ai11D. GROUND VERT. �TICAI. oESION RECOMMENDED P.V.C. POLYVINYL CHLORIDE � BER RDINO FREEWAY I-gyp �� MORSE CONSULTING CROUP L�'SOn�aS CSX. COUNTERSINi N.,ST. HEIGHT R., RAD. RADIUS W. WITH _ C^. CUBIC MDR. NZADER R.C.V. R�IOTE CONTROL VALVE W. WEST _ am WYV4 pu�v7117 rrt�' ■.x csOLUN pias �/� c DRAWN w1Mt oiatwnit r�orsaT SHEET DET. DETAIL MIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOF 7 DETAILS & LANDSCAPES JFS .OB NO. 240-y01-4 D.F. PRINKING FOUNTAIN N.P. NIGHPOINT REQ. REQUIRED NO LE DIA. 0 •DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD CA C�EC1C� ORAWIIw NO• s �3" 1085!-L AUTOMATIC CONTROLLER D�� 32•STATIONS INDEPENDENT 115V 60CYC 2 AMP ELECTRIC CIRCUIT TO BE PROVIDED BY DEVELOPER EXACT LOCATION TO BE DETERMINED IN THE F1EL0 Z 2"COPPER L/NE J w 1ELECT SERVICE TOM W Q TO BEPVVV Z/DED BY W i w DEVELOPER Y > U Z 0 ~ 11/2"BACKFLOW z D/O �m D// =1w v 2 1 d, a sEMe�Ya" J > w I . m Q � . ... ..., ... ' Ja nya Ill low ..... .... ........ . ............... ............... ............... ..' .......... . ....... .... .......,.....- - ---- ........., ........-------r ...0..... ... .............. ...... ... ................ ................ .. .......... .... ........ ........ .. 2° � l . i i I q i 2� i it C. TO 2"WATER METER 1 I� I I2 2 2 4 TO BE PROVIDED BY DEVELOIA J - —� 1 1 1 1 SPRR • 1 DESIGN CRITERIA AND CONTRACTOR RESPONSINLITY ,ITY STATIC WATER PRESSURE: HIGH: ll:+ " .S•I . LOW- 9;, P .`,. t ELEVATION OF MATER SOURCE (TOP OF CURS) : 370 METER SIZE: 2" SERVICE SIZE: 2" CONTRACTOR IS TO VERIFY CITY STATIC WATER PRESSURE WIr7H WATER SUPPi. ER BEFORL INSTALLATION, IF DIFFERENT FROM NOTED ABOVE, CONTRACTOR IS TO NOTIFY OWNER FOP. INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN CONTRACTOtP BEING' RESPJNSIB'_C FOR CHANGES THAT MIGHT OCCUR. IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A MINIMUM OF 95 P.5.1, PRlESSU+RE- A`i MAXIMUM 36 G.P.M. 1 i 1 of - 3 wi W ?1 m 0� U W Q �f z 1 D9 YAI've TQM m-< i 7-KAC,7r M;lU I 1=^ Q TYP. FLOW Ct�NTROL VALVE LX , 114� lit A'21 Lei A DE-MODEL-/G TO BE INS TALLED ON R/SER. 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SOUTHERN PACIRC RAILROAD EASEMENT IRRIGATION PLAN PREPARED BY: PREPARED FOR: o,,,Mell Appnwavac my i�• 2o•bG - - -- - Ell - _ - -- _ - CITY ENDINaA R.C.t. N/O. 7 I �f �� • - DESIGN AEGOMMENDEO .r. u I ,!� MORSE CONSULTING GROUP AIC ww MO E `.'�CAPE L pl '�1 II "' 10 PLANMNG •ENGINEERING LANDSCAPE ARCHITECT iIRE LYON -' ^ Df1AWN "Von wvr�ct„usn.�+i�sn�.�s� ►uaiwort S►IEET I` I G--- <D AIC JOB NO, 240•-�01-4 2 7 4860 IRVINE BOULEVARD,SUITEO1 J�ie WILLIAM LYON Team d/!U IRVINE,CALIFORNIA 927141299 a` IRVINE (714) 7347117 PAULA DESERT &%III to w IL $540 ARCH12AL0 SU1T'L� B ��� � oRAw�pM� NO. 'loS� 1-3• I Ob t-1_ EMEKEY MAP NO SCALE RANCHO CUCAMONGA. CALIFORNIA 91750 AIC DATt SPRR 1 1 1 1 I I i w z i..r N pll U I I Z� LLJ H I% , _I. LU 04 30 � I � --t�-T I�.rtl.flcrt �1. D3 �� hY Tr�'f Ml t�-� Q I 2 IN 1 21 # /1! q 1 q �,14W N I' 2 I — ............................................................................. 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CRL1NE L - TR MSis'l,op---rcsr4 SPRR - RMC„o CITY OF RANCHO CUCAMONGA VICTORIA GROVES TL SCALE : i"=30'-0" TRAILS KEY MAP NO SCALE SOUTHERN PACIFIC RAILROAD EASEMENT IRRIGATION PLAN PREPARED BY: PREPARED FOR: oATU to. 86p n►wwovK= s,rctrv_KZ,paww4t Z �i OEt10N AtCOMMEN�tO MORSE CONSULTING GROUP AIC V%- MORSE„Q, * ,PEA L PLANMNG •ENGINEERING LANDSCAPE ARCFfrrECTURE LYON - ��* //►� OAAWN ��[ wv►ccf01i�i101Wn1�Q7N�a. ►1W1OLYii smu T 4860 IRVINE BOULEVARD,SUITE #201 � �p AI(; JOB NO, 240 01- 4 ASSOCIATED IAItIQATION CORsvLTAxTs IRVINE, CALIFORNIA 92714.1299 J�ie WILLIAM LYON eom- 3 a= IRVINE (714) 7307117 PALM DESERT / -� C"acscwo ORA— Poo rom 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA 81140 ARCI TALO sUfft: . �3-fir, 00025 (213) 477-6626 RANCHO CUCAMONGA. CALIFORNIA 91730 AIC �� ` 0�1'L aUIcK COUPLING VINE GENERAL LEGEND SET FLUSH WITH FINISH GRADE IN LAWN AREA SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE 3"ABOVE FINISH GRADE WE K•CURB, IN OTHER AREAS ETC. P.O.C. POINT OF CONNECTION SPECIFICATION ,gyp ELMTRrAL METER TO SE ,� . FINISH GRADE PROVIDED BY DEVELOPER SDEIIALK,CURB, wt LAWN AREAS ... . . PRESSURE SUPPLY LINES i SIZE (24" i LARGER) CLASS 315 PVC SPECIFICATION ��. + ETc. : . . ONRAC'TQI M TO PROVIDE .-.x•� PRESSURE SUPPLY LINES i SIZE (2" i SMALLER) SCHEDULE 40 PVC SPECIFICATION �./ .. •. . ENCLOSURE MYM H MOUNTING BASES INSTALL � / ., FINISH GRADE � PER MANUFACTURERS RECOIMMEN- BOX TO BE PLACED AT RIGHT AHC), E TD--� �( �• •. •r SHRUB AREAS NON-PRESSURE LINES i SIZE CLASS 200 PVC SPECIFICATION DATION NARDscAPE EDGE CONTROLLER SEQUENCE ies IS"PLASTIC BOX AND COVER WITH J D/ 11 'TRIC coNoaT Sa1N1oE Loac TOP GALLONS PER MINUTE - • - _ w '� TO BE PROVIDED BY DEVELOPER .� STAINLESS STEEL CLAMP REMOTE CONTROL VALVE SIZE CURL TYPE EXPANSION t�ooPtMrN. t�"1 � •• `:' •' �•�� VOU 1 TPE CONTROL- :::: •..' .' � LER MOUNTED INSIDE C014M I FOdTiNB-INSTALL Ir WATERPROOFED WIRE CONNECTION - - N '•'• s' N. ABOVE FINISH GRADE AND AUTOMATIC CONTROLLERS RAIN BIRD ISC 32 DETAIL NO. 1 ENCLOSURE 1 v ti� Y SITE A LENGTH AS REO`D ' SLOPE CONCRETE AT 2%TO DRAIN SECURE,TO SOLENOID ANDA�1 `: ^:�'~�:~i ` ,.,, „ SCH. BO PVC NIPPLE f`l I CONTROL WIRE TO EACH RCV. PIGTAIL " - LINE FITTING , REMOTE CONTROL VALVES RAIN BIRD EFA SERIES DETAIL NO. 2 3 • I I ooMMON MITRE TO ALL R.aV'S - N 0 QUICK COUPLING VALVES RAIN BIRD 33D RC DETAIL NO. 3 �) LAWN AREA MIIRMNG(AWS lF M 14MIN.) ELBOW PVC • 1. � •* we LINE PIPE SCH.40PVC STREET ELeow ® BACKFLOW PREVENTION ASSEMBLY B.P.A.) FEBCO 805 DETAIL N0. 4 i1 031 �oLENOID GATE VALVES (LINE SIZE) KA SHRUB AREA MIMIOND I8631 DETAIL N0. 5 PVC SUPPLY SCH. •0 PVC NIPPLE .;~:: y::' •':.' ' LINE (SsSxT) SIZE 8 LENGTH AS REO•D 8 NEW MATER METER PROVIDED BY DEVELOPER ;.:: : ADJUSTMENT FITTING `FINISHN•I� GRAVEL ■ ELECTRICAL PEDESTAL MYERS MODEL MEUG 1 DETAIL NO. 1 GRADE bf '� (MIN.3 F CU.FT.) r PvC9QH MMALE U. T OR PVC SUPPLY UNE REMOTE CONTROL VALVE W/P'RESSURE REMXATOR RAIN BIRD EFA-CP-PRS DETAIL N0. 2 ELECTRIC-41L TAM-VIPE WIRING AT (TYP 2 PLACES) O FLOW CONTROL VALVE DOLE- 113 INTERVALS OF If O.C. PVC UNE PIPE PVC ELBOW NoTEs: PVC LINE PIPE SCH.40 PVC ST'RE'ET ELBOW 1. COMMON)WINE TO BE WHITE A CONTROL WIRE TO BE BLACK IN DOLOR UNLESS OTHERWISE NOTED. PVC SUPPLY LINE PITTM(S%Sxg) t. NO SPLICES SHALL E MADE BETWEEN CONTROLLER S REMOTE CONTROL HALVE UNLESS COMMON WIRE OTHERWISE APPROVED. CONTROL WIRE 01 NOTE �� 2"REDW'000 STAKE E. CONTROL WIRING SEOUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL NOTES• USE TEFLON TAPE �D LEGENa 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED. ON ALL THREADED VALVES A AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR : WHEN MORE THAN ONE VALVE IS LOCATED IN THE SANE AREA.PROVIDE A SPACE A MIN. OF FITTING (ROUGH ) CORRECT VALVE SEQUENCE. 3 APgRT• MIN. 36"LONG OR AS SITE REOUIRES SYMBOLS DESCRIPTIONS MANUFACTURER PART NO. G.P.M. ED]MAX.SP PSI REFERENCE 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. N CONTROLLER Z TYPICAL REMOTE CONTROL VALVE ASSEMBLY 'S TYPICAL QUICK COUPLING VALVE O r 1/4 E► 1/2 CIRCLE FLAT SHRUB HEADS RAIN BIRD 1806 8 FLT .5,1.0 7' 30 DETAIL N0. 6 TYPICAL ELECTRICAL METER AND CONT 0 NO SCALE ASSEMBLY JR-84 NO SCALE t STRAIGHT TYPE ) JR-85 NO SCALE ASSEMBLY JR-85 ♦ r 1/4 i 1/2 CIRCLE LOW ANGLE SHRUB HEADS RAIN BIRD 1806 10-LA .4,.79 10' 10' 30 DETAIL N0. 6 PART CIRCLE ROTOR HEADS HUNTER PGP ADJ #7 2.8 30' 30' 35 DETAIL NO. 6 If opt xS NDTE� TEST COCK(TYP 2 PISS (TYP. 5 PLACES)BRASS NIPPLE I Y' K,CURB, SpECFICATIONS • . .. '• SHALL COflfORM TO LOCAL BUILDING AND PLUMING CODES HAVING JURISDICTION. DOUBLE CHECK VALVE 1. ALL AND MATERIALS b�►��r�Uw rrcEVtNTION BRASS ELBOW • • � NO�ZIE 2. PRIOR TO SUBMITRNG BID, EXAMINE THE SITE AND THE CONDITIONS THEREOF. CLOVER MARKO:IRIRIPLASM WX GATE •30 " J" 3. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS, MACHINERY AND EQUIPMENT NECESSARY TO ASS NIPPLE .c sr ss ss FINISH SPADE BRASS UNION jw ',r ,��,. x LAWN AREAS '•�� POP-IIP 8001' ASSEMBL7 INSTALL A COMPLETE SPRINKLER SYSTEM AS SHOWN ON THE IRRIGATION PLANS, INCLUDING TRENCHING, BACKFILLING, ETC. • (SETI"ABOVE FINISH GRADE) 4. PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A RESULT OF THIS WORK. MSH MMONE� GRADE "HUNTER TYPE"SET 6"ABOVE ja s. SNRUB AREAS FINISH GRADE. 5. PRIOR TO COMMENCING WORK ON THIS PROJECT, ARRANGE AN ON SITE CONFERENCE WITH THE OWNER OR HIS DULY APPOINTED REPRESENTATIVE. FINISH BRASS Ii � GRADE6. APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF THE WORK. APTOR 7. THE INSTALLATION AND OPERATION OF THE SYSTEM MUST BE APPROVED BY THE OWNER. BRASS NIPPLE L Plow CONTROLWHERE No�ED 8. IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE OWNER BEFORE PROCEEDING WITH THE WORK. NDwHEEt. GATE VALVE 9. COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, WITH LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH PLANTING Of TREES, PORIA �Y �� SHRUBS, OR OTHER PLANTING. LW-DISCHARGE FINISH 10. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER SYSTEM INSTALLED AND READY FOR USE WITHOUT FURTHER GRADE LOOSE KEY PVC SM.BD NPPLF COST TO THE OWNER. HOSE Bim SUPPLYBRASS ELBOW ..• LINE (LENGTH AS REQUIRED) BRASS PIPE ee 11. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE DRAWINGS, AN AS-BUILT PLAN KEPT UP TO DATE AS PROJECT IS UNDER CONSTRUCTION. IN BRASS PIPE ADDITION, DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE, LOCATION OF PRESSURE SUPPLY LINE ROUTING, ALL VALVES, PLUG TEES AND CONTROL WIRE. PEA GRAVELPVC TEE OR 12. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR DETAILS, IN THEIR RESPECTIVE LOCATIONS, AND SHALL BE OF THE MANUFACTURER NOTED PRESSURE SUPPLY BRASS ELBOW (MIN.2 CU.FT.) LINE-INTAKE ELBOW LATERAL LINE UNLESS OTHERWISE APPROVED. ` GATE %%LVE (SIRE QED � tStAwtNG) 13. SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY 6UARANTEEO FOR A PERIOD OF ONE YEAR FROG( THE DATE OF ACCEPTANCE. MANUFACTURER WARRANTIES SHALL PVC MALE NOT REPLACE THIS GUARANTEE AND THE CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL. ADAPTORS 14. UPON COMPLETION OF WORK, REMOVE ALL EXCESS MATERIAL, EQUIPMENT AND WASTE TO THE SATISFACTION OF THE OWNER. • EQUIPMENT lO BE INSTAiLED INT A MINIMUM )F 12"FROM MIALLS,BLDGS,ETC. 1< SCH• 40 PVC 21 RM ELBORNtS I.S. SPRINKLER INSTALLATION SMALL BE' DEEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS, VALVES AND ALL RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED • WHEN UNIT IS NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE TO BE �, AND ADJUSTED TO BEST CONFORM TO CONDITIONS AND REQUIREMENTS THAT WILL PREVAIL. AT FINISH SITE, AND APPROVED AS-BUILT DRAWINGS HAVE BEEN ON OUTSIDE. NOTE GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS NOTE: USE TEFLON TAPE ON ALL THREADED PITTINdS SUBMITTED. UNLESS OTHERWISE APPROVED. 16. TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 18" OVER ALL PRESSURE SUPPLY LINES i 12" OVER ALL NON-PRESSURE LINES. 17. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO ADJACENT GRADES 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY TYPICAL GATE NV VALVE ASSEMBLY JR-� TYPICAL SHRUB HEAD ASSEMBLY WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER IRREGULARITIES. NO SCALE (2 V2" AND SMALLER 1 JR 85 NO SC ( V NO SCALE (POP-UP TYPE) JR-84 18. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION MOLDED AND SIDE GATED. WHERE THREADS ARE REQUIRED, THESE SHALL BE INJECTION MOLDED ALSO. 19. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR MIATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE. 20. COPPER PIPE SHALL BE COPPER WATER TUBE, TYPE "K." FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE SOLDER JOINT. 21. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL K AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING TO SAME. 22. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS: NbTWO KEYS FOR EACH CONTROLLER. TWO COUPLERS AND MATCHING HOSE SWIVELS. 23. R PING SHow m IS OVAGRP►MMA?IG -ALL )MMES TO 6E tKSTAtLM WMM 't SERCA #,vjw_6NT To WAIL- AT THE TDP OF SLOPE. 00 NOT tmsTURS SLOPE WITH TRENCHING 0?ERATIONS. TION-M Antomm _T ATE P*R Ep CITY OF RANCHO CUCAMONGA VICTORIA GROVES TRAILS SOUTHERN PACIFIC RAILROAD EASEMENT PREPARED BY.- pR SPAR ED FOR: IRRIGATION LEGEND , SPECIFICATIONS, & DETAILS DAT: /i• .a� Awwovso Err Q"e .�l8lT crry [wn owt�w w w.c.a. o. MORSE CONSULTING GROUP OES'o" AIC /�M,„�E ON�SUL77NG G� � � .ANN7NG •ENGINnVG•LAAfDSCAPE ARC,� yREC7LYON �.�'�..��-�i �u.,a..�,.,� ONAWN �'.� m. r•mrrr ondt �M<tT 4860 IRVINE BOULEVARD,SUITE#1201 � �7 AIC JOB NO-, 240 •01 -4 4 7 ItlAT ASSOCIATED I- I01� CoNtsuLTAlQTB IRVINE,CALIFORNIA 92714.1299 /fie , �?71�rL7��l ILLIAM LYON l� -- 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA IRVINE (714) 730.7117 PALM DESERT $540 c►wc.cso •S40 ARCHIBALO SUITE s AIC �r 3•�c , ��� - � 00025 (219) 477-0526 RANCHO CUCAMONN3A, CALIFORNIA 91730 OATS r I.JTL.1 tet✓ tUc.�4 L�ff�1'l1£.• 1''IAC•�1L.AT�'► W I oto IzOI•.1 � I.•IQ U I pANf�AR 5"T�rr�c-�FU.x � p -1-0 � INST, 1A t9-( T r T PUIw 15(aAL. 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Ttt 1ZEi ;z: i jib r-Y - I STkuCTUieAL 54C?e. • OCK � ' i` ' sLUMP a.ocK kJ&u )U ml GLtlt�p BL ocK RaM1 L 77 . �;- MCOM T1oN3PE12 WL T Cwt' - orLcD 'MISSioN"Golr.o� NO SCALE SLUMP BLOCK WALL BY TRACT BUILDER (Al LW.I. FENCE AND GATE BY;TRACT BUILDER B W.I. FENCE / SLUMP BLOCK WALL BY TRACT BUILDER C TYPICAL PLANTING @ WALL POP-OUT D . LANDSCAPE SPECIFICATIONS .1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GPVERN EXCEPT 9. HYDROSEEDING EQUIPMENT 13. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR AS EXCEEDED BY RERUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTIONOOD" - BUILDING LAWS. USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND AT LEAST TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIMEp WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND THE INSPECTION IS REQUIRED. 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE (44 LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZE 14. MAINTENANCE SHALL $EGIN WHEN LANDSCAPE ARCHITECT OR HIS LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. ADDITIVES OLIDS FOR EACH 100 GALLONS OF WATER. REPRESENTATIVE HAS ACCEPTED INS'T'ALLATION OF THE WORK. MAINTENANCE SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED - 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APRROXI.MA-TE.'+ BEFORE 10. HYDROSEEDING AND EIGHTY DAYS AND SHALL TERMINATE UPON ACCEPTANCE BY THE )PROCEEDING WITH ANY WORK, THE• CONTRACTOR SHALL CARE EtJI LY ,CHECK CITY OF RANCHO CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN, THE A. APPLY TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. MULCH. SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS B. BEGIN HYDROSEEDING IMMEDIATELY AFTER SOILS HAVE BEEN ARE NECESSARY FOR PROPER CARE AND UPKEEP. MIX 4. AREA TO BE LANbSCAItb I$' TO'BE GRADED, BY OTHERS, TO WITHIN .10 FOOT PREPARED AND WATERED AS SPECIFIED. OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE C. PREPARE SLURRY MIXTURE AT THE SITE. APPLY SLURRY PER LATEST FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE _ TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY. IN WRITING, BOTH THE ACCEPTED STANDARD PRACTICE AND AS APPROVED. END OF THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD GENERAL CONTRACTOR AND.T,HE LANDSCAPE ARCHITECT. - ONLY WHEN 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT S. _ 11. GROUND COVER HYDROSEED MIX FOR TRAIL CONNECTION BETWEEN © S OBTAINED. LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, RAILROAD AND BAYLOR STREET: HE MAINENTANCE PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIE REMA.N. REMOVE CELLOLOSE FIBER MULCH 1,500 LBS. PER ACRE AYS SPECIFIED IF IT IS DETERMINED THAT FURTHER MAINTENANCE AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS, OVER M BINDER SOILS STABILENJ SAT 60 GALLONS PER ACRE IS REQUIRED TO PROVIDE COVERAGE REQUIRED. ONE INCHlN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER 12-12-12 COMMERCIAL FERTILIZER AT 300 LBS. PER ACRE CONDITIONING AND PLANTING, THE•GRADE IS •ONE'INCH BELOW WALKS, SLOPED 15. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD E TO DRAIN AWAY FROM WALLS. SEED: OF ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR 15 GAL TREE LBS/ACRE PURITY GERMINATION A PERIOD OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF 6. FINE GRADING: SURFACE 901L IN LANDSCAPED AREAS SHALL BE RAKED LOTUS KALO 8 95% 85% MAINTENANCE. GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL SMOOTH. ALL ROCKY MATER;AL IN EXCESS OF ONE INCH IN DIAMETER SHOULD GAILLARDIA ARISTATA 2 95% 75% BEGIN AT COMPLETION OF MAINTENANCE PERIOD. BE REMOVED. GAZANIA SPLENDENS 8 70% 85% � CX�K .{ Li ESCHCALIFORNICA2 85% 75% 7. "MISSION THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE "MISSIONION 11$ELLS" EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTH ALYSSUM 3 95% 80% OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT "CARPET OF SNOW" = P�-- AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL LUPINUS NANUS 2 95% 70% MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING O'CONNORS LEGUME 5 98% 85% - FORMULA: • 6 PARTS BY VOLUME ONSITE SCREENED SOIL 12. GROUNDCOVER HYDROSEED MIX FOR RAILROAD SLOPES: qty FERTILIZER: 200 LBS. PER ACRE. 16-6-8 COMMERCIAL FERTILIZER. + +Y'► 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT CELLULOSE FIBER MULCH: 2,000 LBS. PER ACRE. =� - 1 LA. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD. OF MIX SOIL STABILENT: 80 LBS. PER ACRE; APPLY 150 LBS. PER ACRE DURING 2 LBS. IRON SULFATE PER CU. YD. OF MIX RAINY SEASON. THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN SEED: ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER LBS/ACRE PURI'l ERMINATION PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS ATRIPLEX SEMIBACCATA 8 90% 80 ' PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL GAZANIA SPLENDENS 6 70% 85 ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE ESCHSCHOLZIA CALIFORNICA 2 95% 75 " DECREASED. OENOTHERA CHEIRANTHIFOLIA 1 95% 75 - WEED ABATEMENT LOTUS CORNICULATUS 6 95% 85 LUPINUS NANUS 2 95% 70 -A. WATER ALL AREAS THOROUGHLY AND UNIFORMLY. CONTINUE WATERING LINUM RUBRUM 2 95% 75 11 - AT THE FREQUENCY AND DURATION NECESSARY TO GERMINATE ALL ALYSSUM "CARPET OF SNOW" 2 95% 80 RESIDUAL WEED SEEDS. ALYSSUM QUEEN" 80 APPLICATION RATE: �0� LBS./ACRE 11 4bpE� B. IF WEEDS APPEAR, APPLY APPROVED CONTACT HERBICIDE OVER AFFECTED AREAS. APPLY IN ACCORD WITH MANUFACTURER'S INSTRUCTIONS. C. DO NOT WATER AFFECTED AREAS FOR A PERIOD OF 4 DAYS MINIMUM, VANE PLANTING F FOLLOWING APPLICATION OF CONTACT HERBICIDES. D. FOLLOW MANUFACTURER'S INSTRUCTIONS RELATING TO TIME REQUIRED Molt 1,J-I,J. I. FEJCE 4 G4TE 1�E�.II- FOR CHEMICALS TO EFFECTIVELY DESTROY ALL WEED GROWTH. E. REMOVE ALL DESICCATED WEEDS FROM SLOPES TO FINISH GRADE. 3 REVISED G-15-87 PTF,. F. WATER PLANTING AREAS THOROUGHLY FOR 3 CONSECUTIVE DAYS. SATURATE UPPER SOILS LAYERS WITHOUT APPLYING SO MUCH WATER AS TO ERODE THE SLOPE. G. ALLOW SOILS SURFACE TO DRY FOR ONE DAY IMMEDIATELY PRIOR TO offacmpinon ew nffvlsnm DATE "ROVED HYDROSEEDING. CITY OF RANCHO CUCAMONGA VICTORIA GROVES TRAILS SOUTHERN PACIFIC RAILROAD EASEMENT DETAILS & LANDSCAPE SPECIFICATIONS PREPARED B Y: PREPARED FOR: �j pATS �:�•2c.�� •wwwovtfl .. .2ll cmr ENOtNWwAJ A.C.E. IVO. MORSE CONSULTING GROUP DESMON AEGOMMENOib tI MORSE CONSULTING GROUP LYON i s /1 W" .f-hVNFERM 0IAlK1SC•APE ARQffTEMAtE PLANMNG.•ENGINEF.MG 9 LANDSCAPE ARCHUFOURE '°p-""'°""'Am I DRAWN ��,�, wry ..^ti•'llMnsm•I� �yyamAl ammaT 4860 IRVINE BOULEVARD, a201 is 7 �7 IRVINE,CALFORNIA 92714.1299 /fleWILLIAM LYON rartileancy os IRViNE (714) 730.7117 PALM DESERT - r+Ec►cta c�.. ow�►WIrN Nc. • ; 8540 ARC1ii9ALD SUiTE 1 ep. 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