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HomeMy WebLinkAbout752-L IF tzlrl . -WILLIAM LYON COMPANY INC . 8540ARCHIBALDSUTE TH � B RANCHOCUCAMONGA , CALIFORNIA 91730 __T__R-____ A- CT 12 0 4 6 LW SHEET INDEX -,W ,vw - ww w 1 COVER SHEET FID tqn Ft: Tor 2 IRRIGATION PLAN 3 IRRIGATION DETAIL & LEGEND 4 PLANTING PLAN 5 PLANTING DETAILS & NOTES MORSE CONSULTING GROUP PLANNING • ENCINEEMNG • LANDSCAPE ARCH1 TECTURE 4860 IRVINE BOULEVARD, SUITE #201 IRVINE, CALIFORNIA 92714-1299 IRVINE (714) 730-7117 PALM DESERT ABBREVIATIONS VICINITY MAP HIGHLAND AVENUE Q AT DS. DOWNSPOUT INV. , INVERT ELEVATION S. SEWER TRACT 12046 A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH 6 A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHEDULE A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRADE y A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET ALT. ALTERNATE E.J. EXPANSION JOINT LT. LEFT S.F. SQUARE FOOT, FEET fir+ SPECS. SPECIFICATIONS ` �`4► DESCRIPTION OF REVISION DATE APPROVED ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE Highland Ave "` ' '" CITY OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING Mil. MANHOLE ST. STREET P� B.C. BOTTOM OF CURD F.F.E. FINISH FLOOR ELEVATION MItI. MINIMUM SFS. SURFACE FOUR SIDES Baseline Road • HIGHLAND AVENUE B.C.R. BEGINNING OF CURB RETURN F.G. FINISH GRADE N. NORTH T. TANGENT 9 • BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TOP OF CUn3 ` STREETSCAPE W or B.S. BOTTOM OF STEP F.S. FINISH SURFACE NO. , 1l NUMBER T.C.B. TOP OF CAiC_ Foothill Blvd 1 uASiil4�2 C. , COND. CONDUIT FT. FEET, FOOT O.C. ON CENTER i'.F. TOP OF FOOTING TRACT RACT 12046, C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER G. TPP OF CRAT3 of C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE t 41� COVER SHEET C.J. CONTROL JOINT GALV. GALVANIZED P.C.C. PORTLAND CEMENT CONCRETE T.P. TOP OF PAVING °s a t C.L. C CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP a I W ; O C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED _IEAM P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL W p GATE R APPOVED my C.O. CLEAN OUT G.P.M. GALLONS PER MINUTE PL. L PROPERTY LINE TYP. TYPICAL ah CITY ENOINaEIR CONC. CONCRETE GR. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE OESION RECOMMENDED CONT. CONTINUOUS GRND. GROUND P.V.C. POLYVINYL CHLORIDE VERT. VERTICAL BER RDINO FREEWAY I-tp 066—MORSE CONSULTING GROUP - �f'ut+TaMCaFJVGrlyEF1WMG•1.tAlXSCArEAkCtCIF.C7l/RE CSK. COUNTERSINK If. ,HT. HEIGHT R. , RAD. RADIUS W. WITH "MR�11W.9%.AM„MIM Rvrc cAupuaA tma Ine CU. CUBIC MR. HEADER R.C.V. REMOTE CONTROL VALVE W. WEST ORAwrd wvr+c (7141»X7111 rw.wut aNEET DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING / \ 1 Pte 5 _ D.F. DRINKING FOUNTAI4 i1.P. HIGHPOINT REQ. • REQUIRED NO SCALE A )\1 DRAWINA NO- - DIA. O DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD CHECrtEO E tATTEIN D 15 0 L i ■ A5 A6 A? A 8 A9 _A10 ' 10 A I I // //� 4 A 13 A 14 -7A15A P.O.C. I I/2��WATER METER ■ / 'PROVIDED BY DEVELOPER �► '1�� � 1�1I A-2'1 1` J44 I '�'► // r/ HIGHLAND AVENUE 21� 2u �.�11 yr ,r i - - - - - r 1449 ■ I4A.4.■ �t �/l' 4 �a �' '�� '�. � n / 9� 4 �iq X12'' / • uu, r,1 ;! •„•••, !u• • ■,uu. ■u.uuu.uu.u„� y� u,,,uu••,••,■•,u•,uu,uu, ,,.u■■•u,•u. • u■„ a■a■ --'- , uuaa......... u u„ uuu■uaaa■ t a■ a.aa,uu,• uuu■ as � _ ■ a ,u•• uuu■•a• ■ �aauuaua u.■uu qry u.auuuuuuu a Ru•uai a.y�a-a••■■• b • � • •,•u■.■ A 'L+Aa '1 - - �Y�.+...............u...rrj ' 'G ! L ■ M� ■rte■ ■�■■■rrr�■■� ■�■�■■�■ ■ ■ ■■■rr■n■ r■r■ . ■�■ ■ ■�■ ■�■� ■o■ ■�■_ }�rr�■ ■ ■�■�■ �'2 I 2( ■ � `'� %l ���* I * �p3 /� �/ . I /f•I �If / I/ " �� '+ f' / , l2 � ,y4" � �qN �,�, A •/ xll � � � � � �� +r � .` ® ► � ' -�A �� LIMIT OF WORK 11/2"BACKFLOW W 2 n� ' 00 P2✓ — y/x,l� � � y.2 �k ,i� ,� .�,�. /y SI A , , �� AIZ ■ lr 41 '�, - l ,� �2 � I '� �� l ASSEMBL�N _ ■ • I r �/ Nw 2 /t / U I' , M A �• Il�� 11/2"PRESSURE W ■Q ■ r/' 4 �� a ,� l/Lc / ��► REGULATOR SET fl1 I �y � �/ . ��•� ��•�'� AT 95 PSI �� ' `, • •' SSE }� ■ '� / 3 ■ J in ! 1,2 � '� ' / / { �'� ' / ELECT. SOURCE TO METER ■ / IS TO BE PROVIDED BY ■ ' A4 DEVE LO PER ' 9�''•� �•� A3 AUTOMATIC CONTROLLER 11wo ��•� / ����► 24-STATIONS INDEPENDENT 115V 60CYC 2 AMP ELECTRIC AZ - CIRCUIT TO BE PROVIDED BY ]IRRIGATION CONTRACTOR Al Gj 'I/��� EXACT LOCATION TO BE DETERMINED IN THE FIELD I ntl � � /L DESIGN CRITERIA AND CONTRACTOR RESPONSIBILITY CITY STATIC WATER PRESSURE: 120 P.S. I . HETER SIZE: 1-1/2" - SERVICE SIZE: 1-1/2" CONTRACTOR IS TO VERIFY CITY STATIC WATER PRESSURE WITH WATER SUPPLIER BEFORE INSTALLATION. IF DIFFERENT FROM NOTED ABOVE, CONTRACTOR IS TO NOTIFY OWNER FOR INSTRUCTIONS. FAILURE TO DO SO COULD RESULT IN CONTRACTOR BEING RESPONSIBLE FOR CHANGES THAT MIGHT OCCUR. 9 IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A HINIMUM OF 100 P.S. I . PRESSURE AT r1AXIi'1U�1 65 G.P,M. ■ ■ ■ NOTE: ■ A15® n 4q A16 AI? A18 A19 ■ ■ ��¢► A211 f�l� HIGHLAND AVENUE y2� 112�� ALL IRRIGATION HAS BEEN APPROVED " i — — - ■ & INSTALLED EXC PT REVISION FOR ■ A,a 12'� �2n �12 r2 ■ AREA SHOWN IN 2 ■ ■-19o �—,1.1.E , �. .. ... ..z�....... ...... ;. ........ . ... :... A............ * ,y 1 I ■ . - 1a /( 4 I I Z ■ LIMIT OF WORK 1 1 N.A.P. , �-- � U ■ i POLKA PALACE i ■ ■ � j I ■ ■ - I i ■ ■ I I ■ AUTOMATIC CONTROLLER B�� 0 ■ LaeAZDOH 8• STATIONS ■ z Ai � INDEPENDENT 115V 60CYC 2 AMP ELECTRIC ■ CIRCUIT TO BE PROVIDED BY IRRIGATION CONTRACTOR ■ SCALE: 1"=30' ■ EXACT LOCATION TO BE DETERMINED IN THE FIELD ■ ■ ■ ■ It RO.CJO I"WATER METER ■ I 32 B8 B7 �j B 6 B4 63 2 B Z B 1 PROVIDED BY DEVELOPER Q (al11,GI'a (ZG,rlhi,ortf� $'�'� z-a 3 -S 7 ■ - ��,� ��12/1 HIGHLAND AVENUE gty Q ElEG M6f E}2 CoNTRoI l t"o GAT 1 O N 2-tri-8co -t m ■ I _ _ _ - - - — - - - `� ELECT. SOURCE TO METER ON Qf rt Z ■ rj2 12 �� V 1/L /�/ 2g * ,� 2 i62/ ✓� q �• ,/ TO BE PROVIDED BY z IQ31 DEVELOPER CITY OF RANCHO CUCAMONGA _ ■ . `2` ya /� , , �" y �, , , �` 2mg HIGHLAND AVENUE ■■ I!/L4 / '` ' �,..,.. u,u, ■uuaa*ua,1l, . ,■ . ........■.................. ..... �. , ,u„ ..... ..,.. .,.. „ ... ....., ...,: ................. „ .{� ` ,.........................rf..., •u•, a,uuuuuu,•::�... ,. ........���. uuua. R ■ •' a V 77■■ �e W STR EETSCAPE `Q ■r�■■ ■r■rrr■■■r■�■■�r■ r�rr�■■ ■ '/Lu /l ■ ■ ��■ 8 ■� �■�■■■r■■�■■ ■ ��■ ■�■ ■ ■� / ■ N ■..■�■�■ /■�■ Ily ■■r■■.■■.■ ■ ■ ■ �■ ■� ■ I IF ■ r Z TRACT12046 r LIMIT OFWORK r W ■ B5 -1`�- I"BACKFLOW Q IRRIGATION PLAN ■ 2 ELECT. SOURCE TO METE PREVENTION ■ /�/�!/ 2 TO BE PROVIDED BY ASSEMBLY W "Tu �• ■ DEVELOPER I" PRESSUREAPV � W40VUD ran ■ REGULATOR cnv a:n.00h"m ■ SEE SET T� 0 PSI Y A.I.C. MORSE CONSUMNG CROUP wscoMn.snloao WC L Rom.A owAWN owe oberan" -"Now" &"EWT A.1.C. ANCN%Awnmo POW ASSOCIATED IRRIGATION CONSULTANTS 2014 SEPULVEDA BLVD. LOS ANGELES CALIFORNIA Mw 90025 (213) 477-6525 I" ELECTRICAL METER TO BE PROVIDED BY DEVELOPER SIDEWALK , CURB, ETC. CONTRACTOR IS TO PROVIDE :, GATE VALVE BRASS NIPPLE (TYP. 5 PLACES) ENCLOSURE MYERS NO.MEUG-I-M �' - SPRINKLER NOZZLE TEST COCK(TYP. 2 PLACES) WITH MOUNTING BASE INSTALL ASRaMfh D; vx PER MANUFACTURERS RECOMMEN- WALLS' REDUCED PRESSURE BACKFLOW PREVENTION •-6 P-UP BODY ASSEMBLY BRASS �gpyy ' �' • (INSTALL FLUSH WITH PRESSURE REGULATOR , ELECTRICAL CONDUIT TO SOURCE ELBOW FINISH GRADE) TO BE PROVIDED BY DEVELOPER SET AT 100 P.S.I. BRASS NIPPLE Q WALL TYPE CONTROL- \ BRASS UNION LER MOUNTED INSIDE CONCRETE FOOTING-INSTALL 3" BRASS. STRAINER*40 ENCLOSURE MIN. ABOVE FINISH GRADE AND NIPPLES(SIZE- LENGTH!AS READ) f MESH MONEL SLOPE CONCRETE AT 2%TO DRAIN BRASS � I CONTROL WIRE TO EACH R.C.V. UNION FINISH GRADE PVC SCH. 40 CHECK VALVE WHERE NOTED BRASS ELBOW IZ MALE ADAPTOR I I COMMON WIRE TO ALL R.C.V.'S tpl� I J VACUUM BREAKER PVC SCH. 80 NIPPLE CONTROL WIRING(AWG(F#14 MW.) BRASSSIZE AS REQUIRED BRASS NIPPLE II I STRAINER 8i `I I 12"ABOVE PRESBIRE REGULATOR SET AT 100 PSI GATE VALVE 1 ,i BRASS PVC SCH.40 STREET ELBOW RELIEF HIGHEST HEAD �' PIPE PORT IN SYSTEM PRESSURE SUPPLY • � .r"' ' FINISH LINE-DISCHARGE GATE VALVE-HANDLE TO BE PVC SC H.40 ELBOW REMOVED 8 TURN OVER TO GRADE HOEEB BB OWNER (TYB 2 PLACES) IZ" BRASS ELBOW FINISH PVC SCH. NIPPLE(SIZE AS rn d BRASS PIPE GRADE f PVC TEE REQUIRED)IN FINAL POSITION i BRASS PIPE TO IRRIGATION SYSTEM SxSxT OR RISER SHALL BE AT A ELBOW 45° ANGLE PRESSURE SUPPLY BRASS ELBOW ELECTRICAL TAPE-TAPE WIRING AT \ LINE-INTAKE J INTERVALS OF 12'O.C. NOTES: -''c _ PVC MALE ADAPTOR PVC SCH.40 STREET ELBOW 1. COMMON WIRE TO BE WHITE & CONTROL WIRE TO BE BLACK IN COLOR UNLESS OTHERWISE NOTED. FINISH /T 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER 9 REMOTE CONTROL VALVE UNLESS BRA S GRADE -BRASS ELBOW J NOTE • EQUIPMENT TO BE INSTALLED AT A MINIMUM CF 12"FROM WALLS,BLDGS,ETC. OTHERWISE APPROVED. BRASS 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL FROM WATER-� ELBOW • WHEN UNIT IS NEXT TO BUILDING, WALL, ETC,TEST COCKS ARE TO BE LATERAL LINE ( SIZE AS NOTED ON DRAWING ) ON OUTSIDE. VALVES & AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR SOURCE NOTE: �` -( X1111 1} rz u I ecE('� COR-RECT VALVE SEQUENCE I.EXACT LOCATION OF UNIT TO BE DETERMINED IN THE FIELD. • I', <>I .�. E / 2.UNIT SHALL NOT BE INSTALLED IN LAWN AREA. NOTE USE TEFLON TAPE ON ALL THREADED FITTINGS A C,_ ��� Y ��• 'Q 4. PAINT txTER•1012 D� 3�x "fo MP�1'C}I 1�/ALL- 'L GoAT� ���r Y`l I T +a t,,nrJ � A TYPICAL ELECTRICAL METER AND CONTROLLER D TYPICAL PRESSURE TYPE VACUUM BREAKER G TYPICAL LAWN HEAD ASSEMBLY TYPICAL BACKFLOW PREVENTER ASSEMBLY NO SCALE ASSEMBLY JR-84 NO 57E ASSEMBLY NO SCALE JR-004-84 NO SCALE JR-85 IRRIGATION SPECIFICATIONS GENERAL LEGEND 1. ALL WORK;1ANSHIP AND MATERIALS SHALL CONFORM TO LOCAL BUILDING AND PLUI.IBING CODES HAVING SYMBOLS DESCRIPTIONS VANUFACTUpER & PART NO. REFERENCE QUICK COUPLING VALVE JURISDICTION. SET FLUSH WITH FINISH ��I� GRADE IN LAWN AREA 2. PRIORI TO SUBhITTING BID, EXAMINE THE SITE AND THE CONDLTIONS THEREOF. SIDEWALK CURB P.^ (� V F ONNECTION -��_ �1 � SPECIFICATION 3"ABOVE FINISH GRADE v i1l ETC. , IN OTHER AREAS 3. THE WORK TO BE PERFORMED ANDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, 11ATERIALS, TOOLS, A DENOTES LAWN HEADS WITH 6 EXTENTION RAIN BIRD 1800 -EXT Z2 �'. MACHINERY, AND EQUIPMENT NECESSARY TO INSTALL A COMPLETE SPRINKLER SYSTEM AS SHOWN ON THE IRRICA- � �_ �'" FINISH GRADE TION PLANS, INCLUDING TRENCHING, BACKFILLING, ETC. ••••••** 00000 PRESSURE SUPPLY LINES & SIZE (2" & SOALLER) S�HFDU E40- VC SPECIFICATION LAWN AREAS 4. PROTECT THIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE AS A RESULT OF THIS WORK. '/h ��•. - 4•-- NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION FINISH GRADE IJZ 5. PRIOR TO COMMENCING WORK ON THE PROJECT, ARRANGE AN ON SITE CONFERENCE WITH THE LANDSCAPE ARCHITECT SHRUB AREAS - �' OR HIS DULY APPOINTED REPRESENTATIVE. CONTROLLER SEQUENCE 6. APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF THE WORK. A�III 5v ;ALLONS PER MINUTE . REMOTE CONTROL VALVE SIZE ROUND PLASTIC BOX 8 COVER COVER MARKED:IRRI GATE x r - 7. THE INSTALLATION AND OPERATION OF THE SYSTEM DUST BE APPROVED BY THE LANDSCAPE ARCHITECT. STAINLESS STEEL CLAMP FINISH GRADE ® AUTOMATIC CONTROLLERS PAIN BIRD ISC 24 8 8 DETAIL NO. A _ •' i K " " " 8. IF IT IS FOUND DURING INSTALLATION THE THE SITE VARIES FR011 THE DRAWINGS, NOTIFY THE LANDSCAPE •. "� I �� �-• • as ' LAWN AREAS C x ARCHITECT BEFORE PROCEEDING WITH THE WORK. REMOTE CONTROL VALVES RAIN BIRD EFA-CP SERIES DETAIL N0. C - '� " " x ?` � Je GRADE SOH. 80 PVC NIPPLE 9. COORDINATE THE INSTALLATION OF ALL SPRINKLER ('.ATERIALS, INCLUDING PIPE, WITH THE LANDSCAPE :;� SIZE 8 LENGTH REQ'D n x DRAWINGS TO AVOID INTERFERING WITH THE PLANTING OF TREES, SHRUBS, OR OTHER PLANTING. v1ASTER CONTROL VALVES GRISWOLD 2030 AREAS 30 10. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER SYSTEM QUICK COUPLING VALVES RAIN SIRD 33D RC DETAIL NO. B SOH. 40 PVC INSTALLED AND READY FOR USE WITHOUT FURTHER COST TO THE OWNER. � ELBOW • 11. RECORD ACCURATELY ON ONE SET OF REPRODUCIBLE PRINTS OF THE DRAWINGS, AN AS-BUILT PLAN KEPT UP Q BACKFLOW PREVENTION ASSEMBLY (B.P.A.) FEBCO 825Y DETAIL NO. H SCH.40 PVC STREET ELBOW HANDWHEEL TO DATE AS THE PROJECT IS UNDER CONSTRUCTION. IN ADDITION, DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE THE LOCATION OF THE PRESSURE SUPPLY LINE ROUTING, ALL VALVES, PLUG TEES, AND ►Tj GATE VALVES (LINE SIZE) HAMMOND OR EQUAL DETAIL NO. E PVC SUPPLY SCH. 80 PVC NIPPLE , , CONTROL WIRE. 1 r t r I LINE (SxSxT) SIZE S LENGTH AS REQ D 12. ALL SPRINKLER HEADS AND PIPING SHALL BE INSTALLED PER THEIR DETAILS, IN THEIR RESPECTIVE LOCATIONS, Ill NEW WATER METER PROIIUED dY DEVELOPER FITTING PVC SUPPLY AND SHALL BE OF THE MANUFACTURER NOTED UNLESS OTHERWISE APPROVED. .,• LINE PRESSURE REGULATOR WILKINS 600 SERIES DETAIL NO. HID IB 13. THE SPRINKLER SYSTEM SHALL BE UNCONDITIONALLY GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF j%/ PVC SUPPLY LINE PEA GRAVEL ACCEPTANCE. MANUFACTURER WARRANTIES SHALL NOT REPLACE THIS GUARANTEE AND THE CONTRACTOR SHALL BE SPRING CHECK VALVES (RISER SIZE) KING BROTHERS DETAIL NO•F,G ♦ -(MIN.2CU.FT.) LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED i'1ATERIAL. '•: 14. UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS MATERIAL, EQUIPMENT •AND WASTE TO THE SATISFACTION -*T�� SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION 8,, ;0 •, • GATE VALVE 1 - , - OF THE LANDSCAPE ARCHITECT. 1 SOH. 40 PVC STREET ELBOW ® ELECTRICAL PEDESTAL RIVERS MODEL � �9Ei,G -1 DETAIL N0. A -� • ADAPTORS '15. THE SPRINKLER INSTALLATION SHALL BE DEEMED INC011PLETE UNTIL ALL SPRINKLER HEADS, VALVES AND ALL RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED AND ADJUSTED TO BEST CONFORM TO THE CONDITIONS AND LSI] 1 VACUUM BREAKER ASSEMBLY FEBCO-765 DETAIL NO. D 2 ._.. '. . REQUIREMENTS THAT WILL PREVAIL AT THE FINISH SITE, AND APPROVED AS-BUILT DRAWINGS HAVE BEEN I NOTE: USE TEFLON TAPE _ SUBMITTED. --- - SLEEVE FOR WATER SWIRES CLASS 200 PVC 2"x 2" REDWOOD STAKE '`'� FI ALL THREADED ----- (ROUGH ) 16. TRENCHES SHALL BE EXCAVATED TO SUFFICIENT DEPTH TO PROVIDE COVERAGE OF 18" OVER ALL PRESSURE FITTING MIN. 36u LONG OR AS SITE NOTE GATE VALVE SHALL BE INSTALLED W SHRUB AREAS REQUIRES UNLESS OTHERWISE APPROVED. SUPPLY LINES AND 12" OVER ALL NON-PRESSURE LINES. SPRINKLER HEAD LEGEND 17. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SYMBOLS DESCRIPTIONS MANFACTURER & PART N0. G.P.Ir. RAD. PSI REFERENCE B TYPICAL QUICK COUPLING VALVE E TYPICAL GATE VALVE ASSEMBLY SOIL, AND SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREA, HUHPS, OR OTHER _ NO SCALE ASSEMBLY JR-85 NO SCALE ( 2 VIRREGULARITIES.2' AND SMALLER) JR-84 0 v 1/4 & 1/2 CIRCLE SHRUB HEADS RAIN BIRD 1806 12 .6,1.2 11' 25 DETAIL NO. F ld. PLASTIC FITTINGS SHALL BE OF SCHEDULE 40 POLYVINYL CHLORIDE INJECTION P'iOLDED AND SIDE GATED. WHERE THREADS ARE REQUIRED, THESE SHALL BE INJECTION MOLDED• ALSO• f M 1/4 & 1/2 CIRCLE LAWN HEADS RAIN BIRD. 1804 B8 FLT .6,1.2 7' 25 DETAIL NO. G 19. INITIAL BACKFILL ON PLASTIC LINES SHALL BE OF A FINE GRANULAR i1ATERIAL WITH NO FOREIGN HATTER LARGER THAN 1/2" IIJ SIZE. (D n 1/4 B 1/2 CIRCLE LAWN HEADS AIN BIRD 1804 612 .45,.5, 11' 25 DETAIL NO. G SIDE2" OR AS NOTED 20. COPPER PIPE SHALL BE COPPER WATER TUBE, TYPE "K.." FITTINGS SHALL BE WP.OUGHT COPPER OR CAST � I � I ETC.WALK,CURB, BRONZE SOLDER JIONT. - m ® ® 1/4,1/2 & FULL CIRCLE LAWN HEADS RAIN BIRD 1804 615 .9,1.8,3.6 13 25 DETAIL RO.,G SIDEWALK,CURB, 21. ALL MATERIAL REQUIRED FOR THE PROJECT SHALL BE AS INDICATED IN THE LEGEND AND INSTALLED ACCORDING 1200 DENOTES SPECIFIC DEGREE OF ARC ETC. TO SANE. BOX TO BE PLACED AT RIGHT ANGLE TONd( HARDSCAPE EDGE 22. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS: SPRINKLER NOZZLE (a) TWO KEYS FOR CONTROLLER. 12"x 18"PLASTIC BOX AND COVER WITH •• •' LOCK TOP �1ti • • ;,. :'� (b) TWO COUPLERS AND MATCHING HOSE SWIVELS. „ . � ,1,'� ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. THIS CHART SHALL BE A REDUCED DRAWING OF CURL TYPE EXPANSION LOOP(MIN. 24 ) ; -fit .. % ;!. } POP-UP BODY ASSEMBLY THE ACTUAL AS-BUILT SYSTEM, WITH EACH STATION INDICATED IN A DIFFERENT COLOR. CHART SHALL BE WATERPROOFED WIRE CONNECTION -" - e:xr.` I (SET FLUSH WITH FINISH HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, 20 MILS. EACH. ' NOTEi " CHRISTY'S I.D.TAG (STANDARD) ` ` ~� x`�:r",•.Z j"- GRADE) SECURE TO SOLENOID . : '`"`Y. - NON PRESSURE © OT,�- �6I'l•G1' LI'1 $. PIGTAIL ` ` LINE FITTING FINISH GRADE +�i q ALL IRRIGATION HAS BEEN APPROVED ( NOTES - fl6TAILs 'N' 2.25-8to s FINISH GRADE 3�'j f,I & INSTALL D EXCEPT REVISION FOR 0 FDATE APPROVED LAWN AREA � '� Pj 1 CHECK VALVE WHERE NOTED n PVC LINE PIPE FINISH GRADE AREA IN 2 CITY OF RANCHO CUCAMONGA , SHRUB AREA : SOLENOID ;. • h FLOWADJUSTMENT A ,p HIGHLAND AVENUE ' L� •�-a' PVC SCH.80 NIPPLE 41 PEA GRAVEL " (LENGTH AS REQUIRED) ASSOCIATED IRRIGATION CONSULTANTS (MIN. 3CU.FT.) 12TREETSCAPE PVC SCH.40 MALE ADAPTOR (SxSxT) 2014 3EPULVEDA BLVD. LOS ANGELES 13) 4717CALIFORNIA08525 (TYP. 2 PLACES) PVC TEE OR 90025 TRACT 12046 ELBOW IRRIGATION DETAILS PVC LINE PIPE LATERAL LINE PVC ELBOW (SIZE AS NOTED ON DRAWING) PREPARED BY: • PVC LINE PIPE PREPARED FOR. PVC SUPPLY LINE FITTING(SxSzS) CITY ENOINEEwacT. t COMMON WIRE APPROVRO MY CONTROL WIRE s2 NOTES: SCH.40 PVC STREET ELBOWS DE•ION RECOMMENDED I. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED . MORSE CONSULTING GROUP IMPMORs6 CONSULTING CROUP L�.o�•u�. 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS LYON A��� C. ^'`PUNVNG� �� S PLANNING •ENGINEERING 0 LANDSCAPE ARCHITECTURE "M.VW�%�.�=' S FT APART. DRAWN ■.wc ■`Kc17"'A1 17XII'Q7u,2•• ►ALJ OM" &H[f<T 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 4860 IRVINE BOULEVARD,SUITE#201 IRVINE, CALIFORNIA 92714-12993& WILLIAM ' A.I'C. 3 OF g LL C TYPICAL REMOTE CONTROL VALVE ASSEMBLY F TYPICAL SHRUB HEAD ASSEMBLY IRVINE (714) 730.7117 PALM DESERT LYONr5a;�.,V,Cl n, - ( STRAIGHT TYPE ) JR->b �Ecxf[n ownwiNo No. NO SCALE 8540 ARCHIBALD SUITE B Y � • NO SCALE ( FLUSH TYPE) JR-84 RANCHO CUCAMONGA, CALIFORNIA 91730 DAA 1 15 °ST�o�l 1/6-, T�� ® E)S I c-H �S I Z L� I�M) co Li IF- 1501 - TYr i C_A _, , ,� QIf `i"U IZ P MIX- SEE Sf6�, <14F-ST 5 ■ Z - � HIGHLAND AVENUE ' �� i� r Q - _. - - l_ i/ - - - — - - - ff • °• o• ° ' �' ' • , 0 _�� LIMIT OF WORK � ■ • . ° ° • • �.' .` I�rr-I IOLXIl INDICA, EN�NTf" 5 5 `3 GSL. D ■• ID : • o o .. :.��, ,,,+� f�1 T7o510 f�Ul- ( Toil I� v ISI E�,gT•q 5 C-�`s 1. � � �-" Q 0. o ��. 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U EJ. ,� � N pc a P I`I_ Iz- p r M `t MOW5T?-Ip 65 �- .. :..•'• ••'-; -.,;.:;r :, -:-,� ' ,y. i C-��� - MUST �5 7A�aC1Eli - 'A A, PS1EP- M � • . . ,. lqyh -5-1 . . . - + ,h L,l �- M®w�rt�.l1� w ITIS S�o�t� X �� T�a� -��I C•� N T L t N E' --- --' ' TYPICAL CORNER SHRUB PLANTING NO SCALE .. 1.�.��I25Ti�MIA I M D►� ..L P(I�K. --__..�'( - ---s------ . �' �. • ■ NOTE: ■ ALL LANDSCAPING HAS BEEN ■ APPROVED & INSTALL5D EXCEPT i HIGHLAND AVENUE REVISION F AREA SHOWN, IN 2. s A ee5 91• cLlq Ll �I a �-}a�:' - x`11-���I CON GESTLJ 1�1 15 GoiL. . 3 ' 1 Zfir. ... ■ At . ■u■■■ _ o... . .. �.is .. ... • �. o mw. — ----- --- I ■ W C A >� i � I I ■ Z ' LI MIT OF WORK Q 2 I i I I c� MAG�A#�Y�NA - ---- --- _ --• Z � N.A.P. UN•C�U�S-G�'I FICU� �EI"E `� SGML � i ■ 5�L I POLKA PALACE ■ W 5AISTIN� TKFO j F^FH Io LSP I I N P I C ffNGHA T�E55I V1 I ■ 5'CAL -- — --- --- I ■ ■ bTl` I P - I�H'OT1 rN A �R1 5 GSL ■ ■ ■ 3�- '� 3�-v� 4'- -sl E31t� _ 11501 ('rY R) ■ -r10. M�MIA 1>�D6 - SHS SINK SECTION A scALE; va•-r-o• -- ■ l5 C�r��. DIY pP MIX MOWS I P 6;5 1-2,. p © 6KRUB PLANTING REVIVON 8-G-86 ■ PHOTINIA P��RI t3c�L HIGHLAND AVENUE SH�� PIANTINci- EtKA�`(PTUS pt1lr-111►1Ci NOTE $ • 2ll�t :sl- rwv Lo w -- . . . • . CITY OF RANCHO CUCAMONGA z •.. AL HIGHLAND NUE } • + ' + •° + , +• �-.' •+ , + + + • • + -�• • R:•• • ..... .�..• HLAND AVE . • , . STR EETSCAPE F5 I�ehENS • Q LIMIT OF WORK 1 z TRACT 12� fi .�� ---�``--- - ---- QG. M�i�Y1�#A 4 I PLANTING PLAN N `� ' TYp I I �IT"o5lroR M o+31 t1/A fGATAI 2, G- ll UMC UIS -CA-1'`'I z z �3 HI LEGS (NI�IG� ENci-tAOTl�55 15 L T 5-G��L.. Amo - -_-'� we... .�. _�. 342 oas1sti wso�MMwoso Mo'm eon+svLnw cRovr SCALE: 1"=30'•-0" J.S. ALAARM O ,r wwwllr p .rw a_isn •�■crw r.+ttt t - u NaM _ A �i M M FII-•LSA bt�y��.�y JdN'T' AT 4d o•G L� - L. . . AND �1T A11. GNC S IN �IReCTIcN. V ' oaa :.LoPeoo� v Gam. TORI OR 0eC r-1R;) QED GR�NM - lik �'6 NarF-p oN NL.AN �2 . - ----- 2 -------..._ . ' T _ CONC eTe hV a�llCJI" 6�� )4 t-piu� , � ar"c� L46HT� GST --� � V�1 _ ►"tT l- - �_- —� e�RcoM f9N5H 4 AA —P.,{`pt'i" MIX n14" (�, Grr-ouNbcovm _ D6� JYV ,TUB y'2.I1 �I� �! ii � -=l=1►�ll� rJf T Vii , � � � °� ' ��� MIX . . . . . _ _ .. ��`� MIX : . _ �� carte: _ 8" ZJI 46- NOL TREE SCA�.E A 5 GAL TREE NO SCALE B+ SHRUB PLANTING NO SCALE C CONCRETE MOWSTRIP No SCALE' mj w"�orio� LANDSCAPE SPECIFICATIONS PLANTING NOTES 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN - - - --" -` -- - - AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS AFTER PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 1 . FOR TREE STAKING, SHRUB PLANTING, AND V�.�IE - BUILDING LAWS. TYING, REFER TO THE WORKING DRAWING DETAIL5. 5 LBS PER 1000 SQ. FT. ON A MONTHLY BASIS. HOWEVER, IN ORDER TO -- lL.L•-- 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, INSURE CONTINUING ADEQUATE SOILS PHOSPHORUS AND POTASSIUM - ---... MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE LEVELS, BEST FERTILIZER COMPANY 16-6-8 OR EQUAL SHOULD BE 2 . LANDSCAPE ARCHITECT SHALL APPROVE PLANT G LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS HEREIN SPECIFIED. SUBSTITUTED FOR THE AMMONIUM SULFATE TWICE A YEAR AT THE RATE MATERIAL PLACEMENT BY CONTRACTOR PRIOR TO } � 6 � OF 6 LBS. PER 1000 SQ. FT. WHEN PLANTS HAVE BECOME WELL INSTALLATION. 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE 3. - ALL TREES SHALL EQUAL OR SURPASS "VALLEY PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK DECREASED. AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE CREST" STANDARDS FOR SIZE AND QUALITY. DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 9. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR ITIS 4 . ALL SHRUBS AND GROUND COVER SHALL EQUAL OR REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST SURPASS "HINES NURSERY" STANDARDS FOR SIZE 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT TWO WORKING DAYS (48 HOURS) IN ADVANCE OF THE TIME THE INSPECTION AND QUALITY. , OF FINISHED 'GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE IS REQUIRED. TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE -- -- -- _- 5 FERTILIZER SOIL AMENDMENTS AND F LIZER FOR ALL GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT. 10. MAINTENANCE SHALL BEGIN WHEN LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE PLANTING SHALL BE AS RECOMMENDED IN THE 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, SHALL CONTINUE FOR A PERIOD OF SIX MONTHS AND SHALL TERMINATE UPON CURRENT SOOILSILS REPORT. / REFER TO LANDSCAPE SPECIFICATIONS. ) MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE ACCEPTANCE BY THE CITY OF RANCHO CUCAMONGA. MAINTENANCE SHALL ` - ---- --"' - -- - AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER INCUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE BALLS WHICH ► - 6 . ALL TREES SHALL BE PLANTED A MINIMUM OF 3'-0" ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE FROM WALKS, BUILDINGS, WALLS , AND GROUND -t- CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED NECESSARY FOR PROPER CARE AND UPKEEP. COVER BEDS WHERE POSSIBLE. TREES TO BE TO DRAIN AWAY FROM WALLS. + FINAL APPROVAL AND ACCEPTANCE OF WORK WILL BE GIVEN AT THE END OF PLANTED IN SMALL AREAS SHALL BE CENTERED IN PLANTING AREA. 6. APPLY APPROPRIATE PRE-EMERGENT HERBICIDE TO ALL GROUND COVER AREAS. THE SIX MONTH MAINTENANCE PERIOD ONLY WHEN 80 PERCENT GERMINATION APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. i AND PLANT ESTABLISHMENT IS OBTAINED AND NO PATCHES OF 7 . TREES IN TURF AREAS SHALL BE PLANTED NO NO SCALE 'NON-GERMINATION' LARGER THAT 12" IN DIAMETER, ARE PRESENT. VINE PLANTING CLOSER THAN 3 TO EDGE OF SHOVEL CUT. 7. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. ALL ROCKY MATERIAL LANDSCAPE ARCHITECT RESERVES THE OPTION TO EXTEND THE MAINTENANCE 8. ALL SHRUB PLANTING AREAS SHALL INTERSECT IN EXCESS OF ONE INCH IN DIAMETER SHOULD BE REMOVED TO A MINIMUM PERIOD BEYOND THE SIX MONTHS SPECIFIED IF IT IS DETERMINED THAT FURTHER HARDSCAPE AREAS AT 900 TYPICAL. OF SIX INCH DEPTH. MAINTENANCE IS REQ,UIR$p TQ-PROVIj)E COVERAGE, RR_q-1�JIR-Epi,_-- 8. FOR TURF AND GROUND COVER PLANTING THE FOLLOWING AMENDMENTS 9. ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED SHOULD BE UNIFORMLY BROADCAST AND THROUGHLY INCORPORATED TO 11. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF IN A� CURVILINEAR MANNER WITH A MINIMUM RADIUS A DEPTH OF 4 - 6 INCHES BY MEANS OF A ROTOTILLER. ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD OF 3 TYPICAL. OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. 10. ALL TREES SHALL BE STAKED OR GUYED ACCORDING AMOUNT PER 1000 SQ. FT. GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION TO THE FOLLOWING SCHEDULE: OF MAINTENANCE PERIOD. 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED _ ' ` FROM REDWOOD, FIR OR CEDAR SAWDUST 12. TURF HYDROSEED MIX: 5 GAL. TREES: SINGLE STAKED PER DETAIL 15 GAL. TREES: DOUBLE STAKED PER DETAIL 15 LBS. AMMONIUM SULFATE, 12-12-12 COMMERCIAL FERTILIZER SEED: 90% FALCON FESCUE 10% MERIT KENTUCKY BLUE 24" BOX OR LARGER TREE: GUYED PER DETAIL THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL AT APPLICATION RATE 12 LBS. PER 1000 SQ. FT. BE EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES CELLULOSE FIBER MULCH 1500 LBS. PER ACRE 11. ALL VINES SHALL BE REMOVED FROM THEIR STAKES THE DEPTH OF THE ROOT BALL. ONSITE SCREENED SOILS SHOULD BE USED M BINDER SOILS STABILENT 60 GALLONS PER ACRE. AND TRAINED ON WALL OR FENCE PER DETAIL. WITHOUT AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. 12-12-12 COMM$RCIAL FERTILIZER AT 300 LBS. PER ACRE THE BACKFILL MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING FORMULA: 6 PARTS BY VOLUME ONSITE SCREENED SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. 12-12-12 PER CU. YD. OF MIX 2 LBS. IRON SULFATE PER CU. YD. OF MIX ' I Z LSNG"T OF MAINTENANCE VEF-!oO DAM Ay CITY OF, RANCHO CUCAMONGA HIGHLAND AVENUE LANDSCAPE TRACT 12 0 4 6 PREPARED BY: PREPARED FOR: PLANTING DETAILS OATS �7 APPADVRO WY .►sem "�" '�1 cmr [NOINaw 010:! 7�ZK �� w.e.a. P,0. • 7 �� MORSE CONSULTING GROUP J.S. MORSE CONSULTING GROUP AtcommalloaO LYON PLANNING •ENGINEERING•LANDSCAPE ARCHIT ECTUI& 4W•,4��..AM." oi1AWN .wtt ■nit171elm7*1`f1¢tuis� retronut &NEST 4860IRVINE BOULEVARD,SUITE#201 AeWILLIAM R.L. IRVINE,CALIFORNIA 927141299 IRVINE (714) 7347117 PALM DESERT LYON r-9,mha1j,,g — - —g-- r 8540 ARCHIBALD SUITE B , RANCHO CUCAMONGA, CALWORNIA 91730 owra ^I 52