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10.51 DEVELOPER/OWNER BENCH MARK CH MARK NO. 96-B AT THE NWC OF HAVEN AVE.A 19TH ST.,44 FT.WAtHAVEN A 83 FT.N.%J9TH ST.,SET DRIVE PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24"CMP--ELEV. 1430.686 . LANDSCAPE ARCHITE.CTURAL- P L. ANS TERRA VISTA i TRAIL WIS 0 S AT R . MUSSER MIDDLE SCHOO SOUTHERN CALIFORNIA PROJECT MANAGER • TOM DELLAQUILA LANDSCAPE MAINTENANCE DISTRICT NO, 4 115 6 N. MOUNTAIN AVE./P.O.BOX 670. P . M . 13775 UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX ). These notes shall be used in conjunction with the plans and any discrepancies shall be brought to the attention of the Landscape Architect and City Engineer. NO. DESCRIPTION 2. An Encroachment Permit shall be obtained from the City Engineer prior to commencing any work. 3. A11 work shall be performed according to current City Standards aha the Standard Specifications for Public L- 1 COVER SHEET Works Construction. !. This work shall be installed by a licensed contractor who shall carry workman's competnsstion, public L-2 GRADING PLAN liability, and pr^periy damage insurance as required bylaw. L-3 CONSTRUCTION PLAN S. Check for existing utility locations, prior to excavation work- Notify Dig Alert at )-a00-X22- 133. A permit to excavate may be required. Exercise caution in excavating and working near existing utilities. L IRRIGATION PLAN j ' ' i Contra(_tor shall be responsible for damages to utilities which are caused by his operations or neglect- L-5 IRRIGATION DETAILS F1I rROPosco uIAFFEr 6. At the conclusion of rough grading, an agronomic soils report Shall 0e furnished to the City inspector. and • ;A^'K NAL RANCHO eueAMOriGA CITY LIhIiT all such recommendations from the s report shall suptrcede :o„s amendment recomnleneat,ons shown on the plans. L-6 IRRIGATION DETAILS ca ici i r.• •' -• •• 7, Wall footings and reinforcing shall not be located within the right•of-way, unless detailed construction and L-7 SPECIFICATIONS M,,,.»r _. _ structural calculations have been approved by the City Engineer. At the top of $1 opes a two foot wide flat shelf shall run along the base of walls. L-8 I TREE & GROUND COVER PLAN 8• Upon completion of instal 1 a ti on, an establishment period shall cowence, and upon Witt" verification from L'-9 SHRUB PLANTING PLA R -- ..._.. .__.__...--------- _.__._ �.�_.__..._ the inspector that establishment is accomplished, an adequate maintenance period (typically 180 days) shall PROPOSED FUOTHILL ,.,MS.- FREEWAY , commence. Said maintenance shall conclude only after' verificat,or of leaf-out, fall color. flower color, - 10 PLANTING DETAILS �� nverall plant health, and with Council ACCeptance Of the improvemmnts. Maintenance shall include mowing, \ wee0mg, irrigation, pruning, raising tree root balls which settle below grade, fertilizing and applying such L- 11 SPECIFICATIONS @Asv L9W now Sprays as are necessary for proper care and up-keep. Maintenance also includes 411 repairs, replacement, 40"r1+ `required prior adjusting osfinal ktep the work by the Cityystem in good working order with proper coverage, L— 12 LIGHTING PLAN .\ . � ECT SIT �� FOI�tTAHA ` •�,, - 13 LIGHTING DETAILS & NOTES \ It ,t 9. Apps/cation of any chemicals shall be by State ltctnsed personnel . All pesticide +ppllcatlons requi n P.C.A.P•C.A. roona1110611106 ++ recommendation. L o roonat oc arvano UPLAND 10. Cal stnse equipment shall be installed under the direction of a Csl sense representative, Ohms mum" r 458-0129 and approved by City Inspector. Annan Amur[ ATGA�„ novas.a s�wrA rE • 11. One Controller Chart shall be provided for tach controller. C"troll or C%srt shell be the maximtam size the I controller door will allow and shall show the area covered by the autoalasic coltmiler. The chart is to be a E reduced drawin of the actual as-built system. Mowever, 1n the went the controller sequence 1s not legible a when the drawigng is reduced, it shall be enlarged to a size that '4111 be readable when reduced- The chart shall be a blackline print, and a different color shall be used to show the area of coverage of each w jk I station. When completed and approved by the public Works inspector, Me chart shall be hermetically staled J I between pro pieces Of plastic, each piece being a minimum of 20 rails, thick. The Chart shall Ot mounted SNI .t,.,,,,,o„o AMMA using Velcro or approved equal 'type Of tape- Th'ase charts must be completed and 1n place prior LO final �\ acceptance of work by the City. " 12. 8" wide x 6A deep Concrete mowstrips shall be provided between all shrub/ground corer areas and turf areas. ONITAFIVIO6' x 6" mowstrips shall also be provided beneath metal fencing 14-n-8 where C,ty maintained areas are adjacent ONTARIO to privately maintained areas. MITE R,,RATIMA L AIRPOT 17. Sidewalk layout is conceptual only. , Approval of the final sidewalk layout shalt be made In the field and adjusted as necessary to meet field conditions as approved bf the Public Works Inspector and protect Planner prior to final COnstrwtion- iViAINTENANCE RESPONSIBILITY MAP 14 . Equestrian fences shall be located per the following criteria: CONSULTANTS • Fence shall end 10' back from the B.C.R. or per recommendations of Traffic Section. • Fence shall end 2' to either Side of any fire hydrant or utill :Y enclosures. • Fence shall end 1' to either side of any street 119kt Or utility pole. JBEngineerfng • n street side shall end S' to either s'de of driveways with tranverse mediumbroom finis* on Fence o concrete surfaces rithin trail . ^ f Intersections me' Ile required by the Traffic Section. �- TRACT 1240*-Ah Additional fence setbacks nom d d Consulting Electrical Engineers ! 15.CO T UCTION NOTES FOR STREET TREES: �= A ALL STREET TREES ARE TO BE PLANTED IN ACCORDENCE WIT!!CITY IRRIGATION CONSUITAM 7,61 La>�ur Ca�rcort Road =8636 Front Stree! q— `� STANDARD PLAN NO.510 WJIT �A A CA�Oi MA'AW 1 Stiff .1 S++1IC .03 \,1 ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY (T 14) Faa—!sed Lacwto Beach. C4 92651 Timecuia. C{ 42390 A_\}1\���• ��A�p STANDARD PLAN NOS.502 AND 505,AS PROXIMITY TO IiARDSCAPE DICTATES. MADOLE AND ASSOCIATES, INC. f711) j97-0616 r711J 699-0T.9 PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS OF SAN BERNARDINO COUNTY REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.ANY UNUSUAL CONSULTING CiVIL ENGINEERING • TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL . y / AMENDMENTS,AS DETERiII14ED BY THE CITY INSPECTOR. AND LAND PLANNING 10601 CHURCH ST. , S-1G1 • <<`>�'• " ° ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERINGDIVIS!ON RPHNCI�O1Ca��948Ni3i1CA• 91730 6' STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. _ +r- cc ; ► LANDSCAPE QUANTITIES UC,A11�j0 N � O G� TRAIL AT RUTH MUSSER SCHOOL .64 CS i TOTAL ACRES 331 ACRES �" DESCRIPTION OF REVISION DATE clTr TOTAL SQ. FT. MAINTAINED AREAS _14/ 433 SO.FT. . �G APPROVED TOTAL TREES 5+ w CITY OF RANCHO CUCAMONGA ,� - •,� BRACHYCHITON POPULNEUS 19 RU •� L�C,I�-1�STIQ0�11� It�IC.A 15 �"" X P.M. 13775 • F :; , ` COVER SHEET 1 • - z 126Y ... . _. .....' VEN E TERRA VISTA �,S,G =-�-•��r•��- ., PARD, � ,. � •� { cy . �r4 TOTAL 5 GAL. SHRUBS 5gr— U TOTAL SO. FT. HARDSCAPE SOFT, TRAIL AT R . MUSSER MIDDLE SCHOOL ,: J'� ;G• .�,� - TOTAL SO. FT. NON - TURF 9,ZOR S Q.FT. LEWIS HOMES ,-1 E TOTAL SQ. FT. TURpkN F SQ.FT. f P`�� la 1.1N0� APPROVED BY: OATEN' r �f v .;,►� ,, �y-� ;,. � �, o �•` µ, Sq �,cam CITY ENGINE[ No.R . E 249 53 F DESIGN RECOMMENDED ,/�Za►-� ��G► ��' �� � • do-' y . Ii-s��j 3 = .� .ANS ac,,II I, LTD :. • W LIC. N0. 1283 ►� Lx*caPeAT*tecture/PF M*1_q �— 3 n DRAWN IV SHEET q 1750 fast L�eer>°Avenue M. 1714)mdanaCA92M L- 1 of`y . ICHECKED 250-4822 Fax(79) 752246 DRAWI^IG NO .�•�� R.0 E. NO w� OF CAL J Y DATE FILE NO -L i _ SHEET NO. ,Z_ OF /zf. Q % BENCH MARK re-All- c I BENCH MARK NO. 96-B '� v 3 AT THE NWC OF HAVEN AVE. A " 4. / ,�/ J+CNGIx 7r Ire,72 19TH ST.,44 FT.W.QHAVEN 6 M. lCto7r 83 FT.N.%J9TH ST., SET DRIVE 4W-H �v 4LX r I E. END OF A HEAD AT THE WALL FOR 3-24"CMP--ECFV. 1430.686 co POO IVA 47 10 K "t/ ( / ° SECTION `A A` �•e �P�� o'` N.T.S. SECTION `B B` • N.T.S. y �P�y� O• O w •�\\ / 0��/G / \ '1 M . B . 182 / 51 - 53 O — C277G �fF } I � �""i I G. I /2767 GF) /t/orE.• �\` .. � / 1fG• I '1 i � I e�o� . AR 'h 'o �y I I I I I I E` yl� L/M/TS OF C0A19ri�UCT/ON .BY ZO �� , '�� �" I 11 1�ak 4 _U) W I I I I I I I b I I(11�. 9L.f G,Ale. 0010 S'CA160L TO ,BE CoMPL ETEO �2i l • l — L �- 3,s x '�Z PR/OR TO GRAO/N6 OF TRA/L. •� ,I __ + , - 2• .o I \ �\ ti +ate # � �y -- -- - - -- _ -- - -- - ------ ---- -- -- — -� ✓� t� �m in �7.f fie• `, y , Q h y• � to �S'S► kko 11� k MIDDLE SCHOOL b /O 1.,or /Z'SPG.P ® /y L A4_f1rs OF CGWSrRUCT/OAv ,BY /290 0 GorvvEGT Tb �jl/57? OPth//AlG0 '5 � ' / PAG PIP/OR Tb a eAO1^vY OF TRA/L. /N l✓AGL) ' 3 TRACT NO . 12672 O M . B . 182 / 51 - 53 76.S 6 r I I N 'I ( I I I (1275 54 6 f� — ?. I I � I I ' �'I �/275.9 GF.G" I 2 I I I I I Z �y. . I I I I I W e1 GAR _ tl I ( yl f 'I ° lu�: 1I t� f '� l �j _j '�' I QUI p1 GAR _ 4 t `f� I �� I ,�1 GAR _ l I Uy ` > N Q96.F ep /- G. - -- - -- —{. -- -- —�-- 9 L.F. G P!!G. 'LF �+" Pi!G. _ _�. -- I W 30-/Z - jEf /G_3 7% _ 4//270 I V W U' `� y.LLJ I � ---- ----- ---- - -------- -- -- - -- -- -ex - _ __ _ - a W (n Z �0��� 6 I ' PHOENIX MODEL 12"x 12" PHOENIX MODEL 12"x 12' � Y � � y' — - P-6 INLET TOP GALVANIZED P-6 INLET TOP GALVANIZED Zi d '(' �{ �� 6 J �'y /a-- 32' STEEL GRATE U 1 ti ,� �� u��' STA T1 ON REFERE/VC E L �/VE (TELT DOWN) STEEL GRATE _- --.'� (BOLT DOWN) '•. _- -:� `��- --- _ � 1 (�/// L.I.r /t~ ,tG.P II /9610 O l /Sm O --.-T LUBE GASKET `� = =LURE GASKET C 1204, 47 T AND PIPE-SET t - I \ �----- / ---- J AND PIPE-SET -TOP TO GRADE '*---_ __ - TOP TO GRADE AND ORIENT AND ORIENT 6" PIPE (P.vC,)_ -- GRATE TO 6" PIPE (>'y.G� GRATE TO R . M U S S E R MIDDLE SCHOOL ;� RISER-CUT 8 ATCH SURFACE RISER-CUTE( MATCH SURFACE ? . ) CITY BELOW FINISH IMPROVEMENTS WIPROVEMENTS �,kj� J•% '►� DESCRIPTION OF REVISION DATE GRADE BELOW E FINISH ` xr j�RK� ` APPROVED SITE LOCATION \ � aJTESSI CITY OF RA NCHO CUCAMONGA .- �4�. ENO UM/Ts G� C.4^/ST�!/CT70/�/ �J'Y ���_ � Q 0 /yITN plenG& SG//�L TLS BE C!a"�PL ETEO S`;�, ' A A ���� ,�\�T�� �el A NO Afef=r PR/OR TO GRAD//0(! OF rRA/L. , d; �4�' po ,eNo f" 11� Q GRADING PLAN 7tevcr�oN If :� , �` •r ` 1 g' • E ' Eq7VAAC7ioN CONSTRUCTION NOTES: r.% 5r / reEnv.�/crueeAo4 OhF '1F o'ff�► # TERRA VISTA /Ee L.A.C.Fc.O. Prr 414GF4q . ;� u° � 2GNU � f>< dGAPA TRAIL AT R . MUSSER MID DLE SCHOOLSTORM DRAIN LINE STORM UNE DI GTAL � O / OET,a/Lg 111"1579-8dl E.4. CAL .� EWI HOMES . E 2O INSTALL 12 R.C.P. STORM DRAIN LINE ,��! �/� / } �� / S TE INSTALLATION END OF LINE INSTALLATION D-LOAD PER PLAN. ��/ I I I = _ _ _ 4" �i\, _, APPROVED BY: DATE: 1250D --- — 7/ L.f • _ PREPARED IN THE OFFICE OF 1500D 395G.F , 7 �� L - CITY ENGINEER / 2000D «..?�� u � MADOLE AND ASSOCIATES, INC. R.C.E. No. /27 L./` �a,�/'r• !�.Q4 A DESIGN PHOENIX PRECAST + s Q r_- OF THE INLAND EMPIRE � v s _ RECOMMENDED /N9T4GL N.D7 NgTiOrl/•IL p�tiEf7/F/ED /r'3, /A#).NiJ ;p CONSULTING CIVIL ENGINEERING 1`FCM-11N, L.T l). O 137S�' MODEL P-6 ( - 4.> - /ZQ? G.�T / B�T�, AND LAND PLANNING ; CandsrapeArchitechtrelPfanning 7 AA- '` • — 10601 Church Street, Suite 107 DRAWN ' 1750 East Deere Avenue SHEET +^.. TYPICAL INSTALLATION DETAILS ® ,N�1 �� �C. �� ,� g>�,�, OM,/ &NEj : __ RANCHO CUCAMONGA,CA 9,730 t�9 %�' -Santa Ana, CA 92705 L-2 of 13 A,vrr1-11F 4PHONE(714)948-1311 CHECKED (714)25x4822 faX f714) 7522469 DRAWING N0. KEY MAP N.T.S. FAX (714)948-8464 - GATE FILE NO 'Mill 0 SHEET NO. ,�) OF / /Z6- ia�g-5 Ok/6. 0,4TE: 8-26.Ag BENCH MARK 9 BENCH MARK O.96- N B AT THE NWC OF HAVEN AVE. & PAVING NOTES 19TH ST., 44 FT. W.QHAVEN & 83 FT.N.Cl9TH ST., SET DRIVE Q PIN W/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR El dol -K,�}ITtIIG GTT ( �I" 3-24"CMP--ECFV. 1430.686 Q � N ,Q oN �H p CURVE INFORMATION FOR WALK IS ce#"rcIFIC-rte �� �� ♦ T TYPICAL FOR EACH CURVE CONDITION. 0 - � �C CROSSHATCHED WALK- , GRADING NOTE N.I.C. BYO THER S 7Z- FOR SPOT ELEVATIONS • ,, � �� AT STREET, I CONSTRUCTION LEGEND ►� TOP AND TOE OF SLOPES, AND ALL A/C ASPHALTIC CONCRETE OTHER GRADING INFORMATION SEE C. J . COLD JOINT GRADING PLAN-SHEET L-2. CENTER LINE /�- CLEARANCE CONC . CONCRETE ` l CONT. CONTINUOUS A CONCRETE MOW-STRIP / DIA. DIAMETER D. F. DOUGLAS FIR Q EA. EACH / FENCE- N.I.C. BY SCHOOL DISTRICT E .J . EXPANSION JOINT EQ. EQUAL EXIST. EXISTING FTG. FOOTING � EXIS1`ING DECORATIVE IRON FENCE, GALV. GALVANIZED s ATYPICAL BETWEEN GARAGES. H. B. HEADER BOARD �O � P` M. B. MACHI NE BOLT MAX. MAXIMUM M �► MIN. MINIMUM •/ NAT. NATURAL rtOW-STi2Ir anj44EtJr To Arr SLW N . I . C. N O T IN CONTRACT LIGHT FIXTURE SEE SHEET#L2 sr SYCAMp�raIL A.SI N.T. S . NOT TO SCALE � O. C. ON CENTER TRACT 12672 O. C. P. A. PLANTING AREA �`�„'••. , �, PROPERTY LINE hD. RADIUS '••• I I R. S . RESAWN R. RISER _ 0 R.O.S. ROUGH SAWN J RWD . REDWOOD ••4 � � � WORK w SHT. SHEET _m S. L. SCORE LINE cn - W S4S SURFACED FOUR SIDES _ I T r STD. STANDARD O 11001 ,-� T. F. 0 _, _��-�, _ TOP F FOOTING ............. .......... .Q Ll,! T.W. TOP OF WALL T. TREAD O WOR = Z TYP . TYPICAL R. = W. I . WROUGHT IRON = W.W.M. WOVEN WIRE MESH A1�C� IJ I _ICY OFF-11=nKs d PENNY (NAIL SIZE) = Q STEP BY OTHERS- SEE SCHOOL SCALE T'_20' DISTRICT PLANS FOR DETAILS. SIDEWALK PER STANDARD PLAN - #!103 &GREEN BOOK SPECS. *EXPANSION"NT wi MASTIC BEAD. — COLOR TO MATCH CONCRETE. EXISTING DECORATIVE IRON FENCE, TYPICAL BETWEEN GARAGES. SYCAMORE APARTMENTS CURVE INFORMATION FOR WALK IS • 'suesolL PER SOIL ENGINEERS � RECOMMENDATIONS. TRACT 12672 TYPICAL FOR EACH CURVE CONDITION. lad-o" (� ���� "�Yp A,(' , I I w - -LIMIT- - -I - -- - - O- Fo WO_ RK I , w o . SIDEWALK AT STEPS z, . ..... .... ...... .... ... . . . pF ¢ - WORKa:- 0 CROSSHATCHED WALK. -� K1 I N.I.C. BY THE �G p a OTHERS < < Qs _ — - -`^ - - R.MUSSER MIDDLE SCHOOL Qcn \ O r assn G 411.oK Gfiwum,FE1.1Cr �_ �• a CONCRETE HEADER - 1/2- RADIUS ' -" FENCE- N.I.C. BY SCHOOL DISTRICT EXPOSED EDGES AND FINISH PER PLAN LIGHT FIXTURE SEE SHEET#L-IZ CONCRETE MOW-STRIP A 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE N PDM= CROSSINGS) FINISH GRADE SITE LOCATION :S Y C A S I I-1 I I-i I I S>pa>gyp, -III=1 I I-_I � •'c �'`'• . SCALE 1 .20, clTr, DESCRIPTION OF REVISION GATE APPROVED III I I i , aIC'�A t 2 gCITY OF RANCHO CUCAMONGA •�� , W'� :� � S PLAN'—i- RE-BAR CONTINUOUS � " ' COIV TRUCTION PL fU3 NLESS OTHERWISE INSTRUCTED) JUNIOR TRAIL VISTA NOTES ��' TRAIL AT R . MUSSER MIDDLE SCHOOL -1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION ��►. JOG S"00L, ; JOINTS AT 20'-0" O.C. fir,='''• 2.8"WI1�C�N�T1=• l�Ti•���J GT�I''l4I? Tt,�� 1�.1�5 r'���`� � ti i -P��E`,.NIA � APPR V Y LEWIS HOME �- P�Crf`t' �t'E�I�TIr�-f h`fM�.I�•ItJF� n•1Zf� � �- •.,�' - � �o00 � \ r^, l � APPROVED 8 GATE. CONCRETE SM W - S T528 0�, CITY ENGINEER i RC.E N0. 24953 RIP S P DESIGN - RECOMMENDED KEY MAP Ic �., _1•s • ,=�,. L�C.OI\LE�N, Ln). N.T.S. x b-t S-�3 � Landscape Architedure/Pfa mg it ° i DRAWN ' 1750 East Deere Avenue SHEET - p.Ci• ,-Santa Ana, CA 92M L - 3 of 13 f C�C,P CHECKED (714)250-4822 Fax(714) 752-2469 DR AW I Y G NO OF cf'L1 RCE NO DATE FILE NO 7 14 SHEET NO. i-1 OF /,i�4 BENCH MARK BENCH MARK NO. 96-B • AT THE NWC OF HAVEN AVE.& POINT OF CONNECTION - CONNECT TO ly2 DISC WATER METER FOR IRRIGATION. THIS PROJECT REQUIRES ONE CALSENSE MOISTURE SENSOR FOR EVERY CALSENSE MODEL "FM" FLOW SENSOR SHALL BE INSTALLED INLINE, WITH ONE (1) 19TH ST.,44 FT.W.�HAVEN & THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE FOUR (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL IZIODR-24 STA FLOW SENSOR PER WATER METER. INSTALL WITH TEN (10) DIAMETERS OF SENSOR- 19 H T.,N. 44 H .W. SET DRIVE INSTALLATION OF NEW WATER METER. CONTACT THE CUCAMONGA COUNTY REQUIRES 6 MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL SIZED PIPE UPSTREAM OF FLOW SENSOR AND FIVE(5) DIAMETERS OF SENSOR-SIZED PIN WlC.S.TAG IN TOP AT THE Q WATER DISTRICT FOR COTS AND INSTALLATION PROCEDURES. BE THE RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND PIPE DOWNSTREAM OF FLOW SENSOR. PIPE SHALL BE SAME SIZE AS FLOW SENSOR E. END OF A HEAD WALL FOR EXISTING WATER PRESSURE: 56.0 P.S.I. PURCHASE INFORMATION CONTACT: AND SHALL BE INSTALLED PER CITY STANDARD PLAN #516. WIRES FROM FLOW 3-24"CMP--ELEV. 1430.686 SYSTEM DESIGN PRESSURE: 41.0 P.S.I. SENSOR TO CONTROLLER SHALL CONSIST OF ONE (1) BLACK AND ONE (1) RED PEAK IRRIGATION DEMAND: 32.0 G.P.M. RICH MURRAY STANDARD #14 IRRIGATION VALVE WIRES. FLOW SENSOR SHALL BE HOUSED IN A •. •� - CALSENSE VALVE BOX AS PER IRRIGATION REMOTE CONTROL VALVES SPECIFIED ON PLANS 2075 CORTE DEL NOGAL, SUiTE J AND MARKED F.S.' FLOW SENSORS AVAILABLE FROM RICH MURRAY FROM ONE (1) CALSENSE 2100-R-12 - 12 STATION AUTOMATIC SPRINKLER CONTROLLER CARLSBAD, CALIFORNIA 92009 CALSENSE LOCATED AT 2075 CORTE DEL NOGAL, SUITE J, CARLSBAD, CA 92009. Q+ "A" MOUNTED WITHIN A STRONG BOX MODEL SB 24SS/120V COMBINATION (714) 458-0129 HE MAY BE REACHED AT (714) 458-0129. Q• �L + ELECTRIC METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 VOLT _ _ POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL BE THE /t•74.7Ajr �L RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO BE DETERMINED IN THE FIELD BY LANDSCAPE ARCHITECT AND CITY OF RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. INSTALL CONTROLLER PER CITY STANDARD PLAN rNOADDITIONAL RTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, NOTE: CONTRACTOR TO COORDINATE CONTROLLER /4�r•\• � r #539 AND #541. TC.) INTERFERE WITH THE SPRAY PATTERN OF THE R HEADS SO AS TO PREVENT PROPER COVERAGE, THE PROGRAMMING WITH A CALSENSE REPRESENTATIVE AND A ► STAFF MEMBER OF THE CITY MAINTENANCE DEPARTMENT. N CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER /27!•Of.L A(, ••'••''• '+ •: 1 Ij/J� BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE ,~••'' •. " R HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO /'l�9 O f.L ,y4'''''••.,•, 1" h �r ROPER COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT •' , / % IONAL COST TO THE OWNER. EKNAPP RESSURE INFORMATION OBTAINED FROM JOHN THE CUCAMONGA COUNTY WATER DISTRICT(714) ON 04-18-92. PRESSURE CALCULATIONS ���� �• � GRADING NOTE WATER METER P SiZE ' 50 A11 •''• .. NOTE: THIS IRRIGATION SYSTEM IS BASED N FOR SPOT ELEVATIONS AT STREET, H.G.L. 1411 UPON A MAXIMUM OF 1" WATER PER WEEK 35 AZ 2�l TOP AND TOE OF SLOPES, AND ALL APPLIED FOR 8 HOURS A NIGHT/6 DAYS A ELEVATION dao Iy2,. •�. �1 PRESSURE CALCULATIONS OTHER GRADING INFORMATION SEE WEEK. (9:00 P.M. - 5:00 A.M. 131 X.133 . 56.7 P.S.I. '•. � GRADING PLAN SHEET L-2. WATER METER N SIZE 1X' REMOTE CONTROL VALVE �_ SIZE a/, •r • /Z7'8•Zr`s H.G.L. 1411 MAXIMUM DEMAND a_ G.P.M. y• "� SYCAMORE APARTMENTS ELEVATION 1280 _ TRACT 12672 131 X.433 . 1i.7 P.S.I. ELEVATION 1275 ' •�• PRESSURE•R.C.V.(STATIG) 58.9 P.S.I. •+�^., . 3 �1 X1,4�/ - - ---- - -- \ SIZIi jT�NI P.S.I. •�ti• - P46MOTE CONTROL VALVE A-2 SIZE NNfj�� .L M I I i I SPI WATER METER t.6 �T I MAXIMUM DEMAND _ G.P.M. , ••� 'Dr ` i i i_ 4 c O ELEVATION i278 L_ R.P. BACKFLOW DEVICE 7.5 �� / � I I I' \ PRESSURE 0 R.C.V. (STATIC) [5.8 P.S.I. WOR2Y.__ GATE VALVE 0.01 'G I I F f "I ` t/ _ 14- MASTER VALVE 2.79 •�'..; OF I tt J. y -- I - ( 1 I I ♦ - n r W/FLOW METER - ( 1 PRESS. REG. (FALL-OFF) 4' R a � w r „ t • y ' 2 n I�E IIJ:d! P.S.i. 2x• MAIN LINE LOSS "PCS" NOZZLE SCREEN SELECTION GUIDE `y - -=- 4E_ ifs• WATER METER j,j_ ���� T - I��• I ( 1 L_ R.P. BACKFLOW DEVICE 7.6 I%, REMOTE CONTROL VALVE 2.9 '••••''•� l' 1 i y�' • _ •�2 MI( O1 r c:. 4' yZ .......... ...., ......... .. K.:."I � MASTER VALVE i iY. FLOW METER LATERAL LINE �a ui 4 W DESCRIPTION MODEL PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 F �..�� Z%' GATE VALVE 0.01 FITTING LOSS(10%) L2 _ GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 ELEVATION CHANGE iLOSSI <2.2> COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW R.M U = _ _ MAIN LINE Loss C.43 TOTAL SYSTEM LOSSES 19.0 Y2'/ACO t� 2-9/A4 / � IX• REMOTE CONTROL VALVE ]-05 _ V FLAT SPRAY 8F-FLT - - 6" BUB. 2' BUB. 3' 5' +8' A3 '.Ko t =_ �' j�••2• LATERAL LINE 3.ee PRESSURE REQUIRED AT HEAD: 25.0 8H-FLT - 3'(160)° 4'-6' 7' +8' - - TOTAL PRESSURE REQUIRED: 44.0 8T-FLT 4' 5' +8' - - - - Q FITTING Lass u.40 STATIC PRESSURE AVAILABLE: 66,7 8Q-FLT 4'-5' +8' - - - - - _ ~ j; �I-�.f✓ -,_ ELEVATION CHANGE ) <0.87> _ REG.PRESSURE AVAILABLE IPRE•SETI: -: TOTAL SYSTEM LOSSES 20,c�pL RESIDUAL WATER PRESSURE: 12.70 WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON • PRESSURE REQUIRED AT HEAD: 25.0 LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD "PCS" PRESSURE SCALE T'=20' CITY RESIDUAL WATER COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART ABOVE FOR TOTAL PRESSURE REQUIRED: 45•(01 PRESSURE REQUESTED: 10.20 P.S.I. APPROPRIATE RADIUS. - STATIC PRESSURE AVAILABLE: 61.70 REG. PRESSURE AVAILABLE(PRE-SERI: RESIDUAL WATER PRESSURE: CiTY RESIDUAL WATER • SYCAMORE APARTMENTS PRESSURE REQUESTED: 10-20 P.S.I. SPRINKLER HEAD LEGEND TRACT 12672 SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S.I. PATTERN a 6 RAINBIRD 1806-SAM-PRS 6" POP-UP SPRAY HEAD 8H-FLT 7 ' FT. 0.7 25 HALF CIRCLE 41 1t i 46 1806-SAM-PRS 8Q-FLT 7' FT. 0.4 25 QTR. O i ! I i W 111... I ,�1 i 1 6 1812-SAM-PRS 12" POP-UP SPRAY HEAD 8H-FLT 1 * FT. 0.7 25 HALF �; � I Z 1812-SAM-PRS 1 80-FLT FT. 0.4 25 QTR. Q _ LIMIT ° -It%" � �' - -- - OF �N- `' " - � �� - -- - i � WO `� LU �/ ' y - - > • WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL i t A, M Q - a� r 2, Y • EQUIP HEAD WITH A RAIN BIRD "PCS" PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL. SELECT SCREEN ON PCS NOZZLE - "� _ W SCREEN SELECTION CHART FOR APPROPRIATE RADIUS. y2' a 1' �,4• y kL •i..i r• ♦ i.Ti. • . .-Tt.lTlYTnnTiT ttniti i�l TT�TTTTiiiZ-iii• T....�.�..-.. - ii-.i.....••fiii•ii` f::iti j. i.ii t• { { : i iiia:ii. n1./ Tttfi. iT T 2\ �� - •..i ii'r-.....-...:ii..i:• .................- t7l:it iitt ,`i ftl 1•iliii titiiiTi if tt iliii ii.•i.iit i • •i...• 4 • '�}i; . y • r - 1. i f.} `.i y #,�r" _--_ . .. LIMIT Y2 RyJ1- 1y((+ OF +` � ' 1%LAY � n JL!/L7 �L�T ' WORK _ _ _ _ cc 2e A9 a V 30 z 4!0 20 3 A7 Cn R.MUSSER MIDDLE SCHOOL t " IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER MODEL NO. DESCRIPTION i CALSENSE 2100-R-12 SERIES AUTOMATIC CONTROLLER MOUNTED WITHIN STRONG BOX MODEL "SB- 24SS/120V" METERED ENCLOSURE. PROVIDE ONE (1) WITH RAINMASTER 24PC PERMANENT REMOTE CONTROL PIGTAIL AND ONE (1) TELEPHONE CABLE CONDUIT FOR ' FUTURE MODEM AS A PART OF CONTROLLER ASSEMBLY - SIZE NOTED - INSTALL PER CITY 1 A ' STANDARD PLAN #539 AND #541. SITE LOCATION � 'YCAN _ RAINBIRD "EFB-CP" SERIES ELECTRIC CONTROL VALVE - SIZE NOTED CITY STD. 523 •�'� - a SCALE 1"-20' DESCRIPTION OF REVISION DATE CITY y TV%Fib� !* APPROVED � RAINBIRD 33-DLRC QUICK COUPLING VALVE - 3/4" - 150' ON CENTER (MAXIMUM) CITY STD. 5301531 '' •• � }, � ' CITY OF RANCHO CUCAMONGA 0 WILKINS 575 KP REDUCED PRESSURE TYPE BACKFLOW PREVENTER - 1" CiTY STD. 517 Q!'• �� �Z 6.T A IL H NIBCO T-IIS. SERIES GATE VALVE WITH BRONZE CROSSHANDLE - LINE SIZE CITY STD. 518 • �_ IRRIGATION PLAN CALSENSE 1000-S MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY AND LOCATION RUTHTERRA VISTA *.tib L] CALSENSE FM-1.25B FLOW SENSOR - INSTALL PER CITY STANDARD PLAN #516 - 1 Y." CITY STD. 516 !' � TRAIL AT R . MUSSER MIDDLE SCHOOL 8 HARDIE 102-N.O. MASTER VALVE - NORMALLY OPEN - 1 '/4" CiTY STD. 516Q SO4L LEWIS HOMES s BURIED PRESSURE MAIN LINE - PVC CLASS 315 FOR SIZES 2 AND LARGER AND SCHEDULE 40 FOR '<� v cP� Ari,<< APPROVED BY DATE • SIZES 1 %" AND SMALLER - SIZE NOTED /�� '�7 ` ` E �� `` ( iq�c a�` Fi ^ CITY ENGINEE - RC.E N0. 24953 BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED DESIGN q " � , RECOMMENDED d.d. Pagano, Inc. uc r(, I��s RECOMMENDED BURIED RN, LTD. KEY MAP N.T.S. IRRIGATION CONSULTANTS " b-13-°I3 C_ M.Ci• V~ La►adScapeArLhlteClU1>AlPfa1)nlllg INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVES 4705 E. CHAPMAN AVE. - DRAWN 1 INDICATES AUTOMATIC SPRINKLER CONTROLLER STATION NUMBER ANGE • CALIFORNIA 92669 _ 1750 East Deere Avenue SHEET OR1►il! &nta Ana CA 92705 L-4-OF 1 3 INDICATES ELECTRIC CONTROL VALVE SIZE c7141 771-9200 Slq/ `i�;•�P '� � (714)25x4822 fax(714) 752-2469 FOR XERIGATION ASSESSMENT SEE SPECIFICATION SHEET L-11 E of cE,���� CHECKED RCE NO DRAWING NO - �b I � GATE FILE NO / / 72:1L SHEET NO. S ' OF 11. TO SPRINKLER - ANGLE PIPE TO 24" STRONG Box BACKFLOW NO. PER PLANS BACKFLOW PREVENTER SPECIFIED DEPTH WITH 45' ELLS ASSEMBLY SCH 40 PVC MALE ADAPTOR BRASS NIPPLE - TYPICAL SCH 80 PVC UNION 'SNAP-TtTr CONNECTORS (4) PLACES SEE SNAP—TRE DETAIL CiTY ' __ STANDARD DRAWING 520 BRASS OR PVC NIPPLE ELECTRIC CONTROL VALVE NOTE' BRASS 90' ELL - TYPICAL TO RVI OOP LOOP PLASTIC VALVE BOX �� GROUND ROD 0 K LINE SIZED BRASS �l (2) PLACES WIRE SERVICE L ( m s BALL VALVE ENOUGH WIRE TO EXTEND WIRE Z MARKED IRRIGATION RCL' CONTROLLER SIDE. BRASS NIPPLE (CARSON OR EQUAL) BUNDLE 6' ABOVE GRADE) ETCHED WITH CONTROLLER b , 6' THICK X 12' WIDE a AND VALVE SEQUENCE _____ i CONCRETE PAD (LENGTH VARIES SPLICE BOX COVER WiTH z PER SIZE/MANUFACTURER m BRASS WYE STRAINER ) Z LOCKING TOP ETCHED -S.B. MIN FINISH GRADE SLOPE TO DRAIN AT MINIMUM WITH 60 MESH �Ip •n < GRADE II I I MONEL SCREEN 2% 11 1 II I 1 3'-Ir X 3•-ir X Ir CONCRETE WA MIN. 11 1 I 2x FOOTING INSTALL A MINIMUM of 1 BRASS UNION7_1 FINISH GRADE AT GRADE IN LAWN AREAS r III SIDE LK MOISTURE _ y, f``= t '� ti, TOP TO DRVE AIN AT MINIMUM OF �. 3 IN PLANTER BEDS SENSOR ( =I ?11 i >:3:•III Ell = I I— .... I �-- .... WHERE b _�� �_� I= 2 = — — — •=I' `v _ REQUIRED I—I (�I I I �I I�I I�I COMMON WW-/CONTROL WIRES IM I — I—' I • BRASS NIPPLE TYPICAL — — — �I - 3- PIG TAIL EXPANSION 'III—III—I I I 1 III—III-1 I I� SCH.4D PVC CONDOR. I h�I O I i I (2) PLACES Z_ -II FROM WATER SOURCE�� I SCH 40 PVC MALE I — 1 --I I L= I - LOOP (MIN. 24" LONG) _- f 120 VOLT MnRE IN RtG1D STEEL4 — — — - ? BRASS ANGLE GLOBE CONDUIT (PER LOCAL CODE) 90 SWEEP ELL I,I�90% COMPACTION ADAPTORS TYPICAL VALVE W/UNION TO POWER SIDE OF CABINET (TYP. ( °� t= REQUIRED I I " (2) PLACES FLOW ( ) 3.� :._. :'t': 12' X 18" GREEN N PLASTIC METER b -i I 3 4� WASHED 1 - BOX. CARSON OR EQUAL ►. _ CR0'USHED AGGREGATE TO METER I Iii I • ► Z • • �, . ELECTRIC METER PER SCE a •' 1 I(: t., ' HEAVY DUTY WEATHER - RESISTANTI 1 .. ... . . •- .' •• •." PHOTO ELECTRIC SWRCH FOR SECURiTY F ' LINE TO SYSTEMS • . • " b • • • I i I LIGHT CONTROL AS REQUIRED PER — I`j i II SCH 150 PVC NIPPLE S I I 12" X 12� X 12� CONCRETE BRASS 90' EP - P CONTROL do COMMON WiRES r THRUST BLOCK (2) LACES I BRASS PIPE WHERE BACKFLOW DEVICE iS 2 1/2* OR SMALLER. CALSENSE CONFROLLEiI MODEL No. L- J I GALVANIZED PIPE WHERE BACKFLOW IS 3- OR LARGER. PER PUNS. REFER TO CONTROLLER J PgSTALLATION STD. I I J SECURITY LIGHT TiMER REOVIRED PER L -� NOTES: BRASS NIPPLE PLANS. FINISH I 1. INSTALL PER LOCAL CODES. SCH 40 PVC SXSXT TEE GRADE V GROUND ROD iM PRESSURE SUPPLY LINE t I I I I I ' 2. EQUIPMENT TO BE INSTALLED AT A MtNVM OF 24" FROM ANY f SCH 40 CONOtrT I I 1111 1 STRUCTURES OR HARDSCAPING. NOTES: FOR SECURITY LIGHT MIN. SD VOLT WMtE M1 R=I Z24 I VOLT WIRES. TAPED AND 1. INSTALL CONTROL VALVES A MINIMUM OF it FROM STRUCTURES OR HARDSCAPING. WIRING. ( III II 1I 2% 20CONDUIT (FETA 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL. BUILDING, ETC.) STEELBUNDELED AT 15 FT. INTERVALS 2. INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. LOCAL CODE) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. SCH �� }.t. iTl FOR PHONE MODEM 4. ORIENT UNIT PARALLEL TO STREET. 2 CU. FT. PEA GRAVEL 4. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. HOW-Up. 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND I 5. LOCATE UNIT WITHIN SHRUB AREAS WHEREEVER POSSIBLE. VALVE NUMBER. 'E 24 VOLT SPLICE BOX REMOTE CONTROL VALVE WiTH SHUT-OFF VALVE & UNION CONTROLLER ENCLOSURE - TYPE A REDUCED PRESSURE BACKFLOW PREVENTER I 73 CITY F RANCHO CUCAMONGA STANDARD PLAN #535 CITY OF RANCHO CUCAMONGA STANDARD PLAN #522 CITY OF RANCHO CUCAMONGA STANDARD PLAN #539 CITY OF RANCHO CUCAMONGA STANDARD PLAN #517 O C O SLIP BASE SOCKET OVER STAND ALONE CONTROLLER WiTH PHONE LINE C END OF WIRES Z In S m WHTESTRiP WIRES APPROX. S/8' z ~ ROUND PLASTIC VALVE BOX FROM ENDS ETCHED 'IRRIGATION GATE" STEP 1 BLUE W COVER F<;I c a ` (CARSON OR EQUAL) CALSENSE CONTROLLER MODEL NO PER PLANS Z RED � FINISH GRADE +i«>a h BLACK ,Azo volt DUPLEX - ---1 I — CALSENSE HARNESS IRRIGATION CONTROLLER PUT CRIMP SLEEVE OVER OUTLET IGFCII (D ( — WIRE ENDS - CRIMP SLEEVE TERMINAL A STRIPS T WATERPROOF ALL S S O I CONNECTIONS I I MATCH CONTROLLER WIRE CO EC � STEP 2 1 SIZE. ATTACH IRRIGATION I I RJ-11 PHONE JACK REMOTE PIGTAIL MFG AS AER STD DETAIL 520 I I I PER PLANS = I I I GATE VALVE FiELD WiRES I 2' SCH 40 P}IONE I �` T PH k CONDUIT FOR ONE O DU O a.r WHITE APPLY SEALER TO INSIDE MODEM NOOK-UP ET ''� yc (COMMON) OF SEALING PLUG BLUE I r I FiLL BASE SOCKET WITH SEALER UF 14 WIRES J I i ENCLOSURE MOUNT STEP 3 RED MASTER CONTROL it �I NOTES BLACK VALVE I D. . D. . Z I � p � a � II � L_ t. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL z CODES. LOCATION TO BE APPROVED IN FiELD BY THE CITY INSPECTOR v to b v o I _ b s e e PRIOR TO CONSTRUCTION. FLOW METER e e PUSH SEALING PLUG INTO DIAMETER OW 2 CONTROL WIRE SEOUENCE TO CORRESPOND TO THE PLAN'S DESIGN AME SIZE AS FLOW • " , METER SIZE BASE SOCKET UNTiL iT LOCKS SEOUENCE OF REMOTE CONTROL VALVES. DIAMETER SAME SIZE 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH AS FLOW METER SIZE BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 3/4' WASHED CRUSHED WIRE AT THE ENCLOSURE. AGGREGATE BASE STEP 4 NOTES: 4. COMMON WiRE TO BE WHiTE AND CONTROL WIRE TO BE RED IN COLOR. MINIMUM DISTANCE DOWNSTREAM SX DIAMETER OF FLOW METER SIZE 1. PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE BOX. 2 INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. L—���— PUSH WiRES TO END OF BASE S NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. SOCKET TO ASSURE COMPLETE CONTROL VALVES. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. SEALING OF CONNECTION . PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6 PHONE LINE CONDUIT TO BE CONNECTED TO NEAREST APPROVED MINiMVM DISTANCE UPSTREAM 5 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND TELEPHONE SOURCE AND BE OPERABLE PRIOR TO THE CITY ACCEPTANCE. 10X DIAMETER OF FLOW VALVE NUMBER. RAINBIRD SNAP-TRE WIRE THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PHONE COMPANY METER SIZE CONNECTOR APPROVALS PERMITS AND INSPECTIONS. GATE VALVE - 3" OR SMALLER WIRE CONNECTOR 4 CONTROLLER ASSEMBLY INSTALLATION - TYPE A 2 FLOW METER INSTALLATION 8 CUCAMONGA STANDARD PLAN 6 CITY OF RANCHO CUCAMONGA STANDARD PLAN #520 CITY OF RANCHO CUCAMONGA STANDARD PLAN #541 CITY OF RANCHO CUCAMONGA STANDARD PLAN #516 CITY OF RANCHO CLIC #518 BENCH MARK GENERAL NOTES -- _-- - ---- --- -- - _ _-- __- IRRIGATION NOTES BENCH MARK NO. AT THE NWC OF HAVEN AVE. & CITY A. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING i• THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN a• THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO 19TH ST.,44 FT.W 9_HAVEN & DESCRIPTION OF REVISION DATE APPROVED OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO PAVED ARES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY 83 FT.N.F19TH ST.,SET DRIVE AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE THE CITY'S AUTHORIZED REPRESENTATIVE. PIN W/C.S.TAG IN TOP AT THE CITY OF RANCHO CUCAMONGA CARRIED OUT BY THE CONTRACTOR. SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. E. END OF A HEAD WALL FOR 8. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE 3-24" CMP--ELEV. 1430.686 B. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. 2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS PRESENCE OF THE CITY'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A STRUCTURES, AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR I R RIGAtI ON DETAIL$ EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. TERRA VISTA FIELD CONDITIONS SHALL BE REPORTED TO THE CITY AND LANDSCAPE REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ARCHITECT. ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY 7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION TRAIL AT R . MU S S E R MIDDLE - SCHOOL THE CITY. OF ON-SITE INSPECTIONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO INSTALLATION: LEWIS HOMES REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. 3, INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. (A��, _ CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND a. INITIAL PRE-JOB MEETING WITH THE CITY AND LANDSCAPE ARCHITECT. LP` �.5�. APPROVED BY: FROM HIS OPERATIONS OR NEGLIGENCE. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. b. PRESSURE SUPPLY LINE INSTALLATION. �.� \� M �q�l", ��` CITY ENGINEER RC.E NO. 24953 C. PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF t C. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR N TRENCHES. Cr z DESIGN / �� RECOMMENDED ARCHITECTURAL PLANS BEFORE BEGINNING WORK. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL N WORK OF THIS SECTION. d. AUTOMATIC CONTROLLER INSTALLATION. d.d. Pagano, Inc. r LIC•ti(i 1')P 3 = LAND0NC1� LTD. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS e. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION.O IRRIGATION CONSULTANTS �._a� C_ D. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO f. LATERAL LINE AND SPRINKLER INSTALLATION. 4705 E. CHAPMAN AVE. ° DRAWN ! -� 175OE3Sl DeetieAvern,*e SHEET 5. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN ORANGE • CALIFORNIA • 92669 I JrM East -e Ave rj 1 :3 PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER 9 FINAL WALK THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED �• OF MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE FOR VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER c71a1771 5200 f` ISP 01f_ (714)250-4822 Fax(714) 752-246 E. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND THE PLANS AND SPECIFICATIONS. Alf OF CE.LCHECKED DRAwI`4G NO RELATED EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF RCE NO INSTALLATION. J52 e, r 12 DATE FILE NO _ .SHEET NO. (> OF /9'. POP-UP TURF HEAD SET TO RAIN BIRD 33 DLRC WITH RED MFG'S GRADE SPECS. RUBBER CAP - SUPPLY ONE KEY PER 12 OCV'S INCLUDING HOSE FINISH GRADE SWIVELS. STRUCTURE OR HARDSCAPING FINISH GRADE - INSTALL IN =I 11=I I I=III I I=III=I I II: PLANTER BED ONLY 18- MAXIMUM ' 11,;11I E 11=I11 1 111 III-I IIS- Ell,�,II ' ;III-( I Z -1 11=1 I I-1 .� C", SCH 40 BRASS NIPPLE 12' � -11I=1 11- r —= SCH 80 PVC NIPPLE (MINIMUM 2" LONG) SCH 40 BRASS 90° STREET ELL SCH 40 BRASS 9(° ELL STAINLESS STEEL SCH 40 BRASS NIPPLE - SCREW CLAMP COW 04 WIRE -- � VALVES SCH 80 NIPPLE - 6" LONG SCH 40 PVC � 24" LONG MINIMUM (3) PLACES T X T 90' ELL �0 SCH 80 PVC 90' STREET ELL 4 REBAR STAKE MARLEX 90' STREET ELL t"24" LONG) c cor+TaaL WIRES CALSENSE MARLEX 90• ELL �-- WATER FLOW IN NON-PRESSURE LATERAL FITTING NON-PRESSURE LATERAL LINE >0 + M 14ASTER FLOW WK-FLOW WATER /VALVE _ jEnSga PREVEhTER METER . NOTE.. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS. HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY r/; Iii_RD1E,' _/a-CALSENSE InHEADER BOARDS, AND EDGES OF LAWN.( NILKINS 1y2 LINE FITTING 2. USE TEFLON TAPE ON ALL MALE THREADS. PRESSURE SUPPLY LINE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. CALSENSE RENDITION OF TYPICAL 4. HEAD CONNECTION AT BOTTOM INLET ONLY. (FOR NON-TURF AREA) CONTROLLER INSTALLATION POP-UP TURF SPRAY HEAD QUICK COUPLING 13 11 VALVE WITH METAL STAKE CITY OF RANCHO CUCAMONGA STANDARD PLAN #532 CITY OF RANCHO CUCAMONGA STANDARD PLAN #530 I H1-POP SHRUB HEAD SET TO MFG'S GRADE SPECS. FINISH GRADE I I -��EIIEII_III ISI-ISI= 1 III II-III III= 711 I1 I I-1 I I_ i 1=1 I I-I II-I III-I 11- i I I I I I I I 1 I I III-III_ -1 I I I Ff I I- 1I z I I=1 I III- Z _ CLEAN 9ACKFILL - SEE -) I I — SPECS. FOR MATERIAL. =I 11 11= 1=1 Ell 907 COMPACTION REOUIRED - II—III � _III 11= -III 1-I NON-PRESSURE LATERAL LINE: -III I I SCH. 40 SNAKE PIPE IN TRENCH -III PRESSURE SUPPLY LINE: SCH. 40/CL. 315 SNAKE ( I—I I PIPE IN TRENCH =1 I I---I = = CONTROL WIRES - BUNDLE AND AT 15'SCH 40 PVC N -III _ _N _- _ I (—I I STALLPADJACENT OO. AND MARLEX 90' STREET ELL 90' STREET ELL -III--I PRESSURE SUPPLY UNE NON-PRESSURE _ I LATERAL FITTING MARLEX 90' STREET ELL NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE ' I I—I I 6- TMP. PROVIDE I; OF SAND TYPICAL (Z) PLACES BEDDING ANTI—DRAIN VALVE AS REQUIRED NOTE: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, HEADER BOARDS, AND EDGES OF LAWN. NOTE: 2. USE TEFLON TAPE ON ALL MALE THREADS. I. PIGTAIL AND LOOP CONTROL WIRE AT 9(7 CHANGES IN DIRECTION. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. HI-POP SHRUB SPRAY TYPICAL TRENCHING 1 CITY OF RANCHO CUCAMONGA STANDARD PLAN #534 10 CITY OF RANCHO CUCAMONGA STANDARD PLAN #526 NOTES CONTINUED BENCH MARK --_-- BENCH MARK NO.96-B AT THE NWC OF HAVEN AVE. & CITY S. THE CONTRACTOR SHALL PROVIDE TO THE CITY, UPON THE COMPLETION OF THE 14. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER 18. ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE 19TH ST.,44 FT.W.'EHAVEN & DESCRIPTION OF REVISION DATE APPROVED JOB, A SET OF REPRODUCIBLE "AS-BUILT" DRAWINGS, WHICH SHALL BE VERIFIED OF X14 DIRECT BURIAL TYPE. USE RED INSULATED WIRE FOR PILOT AND WHITE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND 83 FT. N.t19TH ST.,SET DRIVE R ACCURACY AT THE TIME OF THE FINAL JOB WALK THROUGH. FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. PIN WIC.S.TAG IN TOP AT THE E. END OF A HEAD WALL FOR CITY OF RANCHO CUCAMONGA WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 35 FEET INTERVALS. PROVIDE 9. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE TWO EXTRA PILOT WIRES TO THE END OF THE PIPE RUN IN TWO DIRECTIONS 19. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW 3-24"CMP--ECFV. 1430.686 SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE WIRE AND LEAVE IN HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. INSIDE COVER OF THE IRRIGATION CONTROLLERS. VALVE BOX. 20. ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS, OR OTHER IRRIGATIONDETAILS 10. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE 15. PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE AND HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY TERRA VISTA 11) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORKMANSHIP 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH FINISH GRADE. SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE FAIL AT R . M U S S E R MIDDLE S C H O O ADDITIONAL COST TO THE CITY. OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL 21. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATELEWISS HOMES - 11. THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A MINIMUM SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW �E�I.NIA (A�� BASISPERIO. OF ONE HUNDRED EIGHTY (1801 DAYS AND SHALL WATER ON A REGULAR 16. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCHEDULE 40 CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. o�'p� 1 rr, ;;� G`�a,� APPROVED 8Y: - DATE:?-Ip3-L2 SLEEVE WITH 30" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON �`� � `jr CITY ENGINEER RC.E N0. 24953 PLANS AND INSTALLED PER DETAIL. 22. PRIOR TO BACKFILLING IRRIGATION TRENCHES: 0 rte, 12. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER % r 1 DESIGN .q �� � RECOMMENDED AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE d.d. Pagano, Inc. LIC 116 I?P3 LA NI�MN LTQ 17. ALL QUICK COUPLER )ALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER a. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED IRRIGATION CONSULTANTS " S��3� , � - C'' LandscapeATJ t Chfre/Pf mhg CITY'S AUTHORIZED REPRESENTATIVE AND THE LANDSCAPE ARCHITECT. AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK AT 150 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE 4705 E. CHAPMAN AVE. I AT DRAWN —� 1750 East DeMAWME SHEET COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND ORANGE • CALIFORNIA • 92669 Iw �)p J$antdARa CA 92705 L 6 1 3 13. 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE DIAMETER GREEN PLASTIC VALVE BOX. INSTALLING NEW MATERIAL IN ITS PLACE AT CONTRACTOR'S EXPENSE. (714) 771-9200 LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE `rlq� e��P (714)250-4822 Fax(714) 752246 OF RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. f Of CI L1�L CHECKED RCE NO DRAWI^IG NO -. - •� 79 DATE FILE NO - SHEET NO. 7 OF 1q . SPRINKLER IRRIGATION SPECIFICATIONS BENCH MARK BENCH MARK NO.96-B PART l -GENERAL AT THE NWC OF HAVEN AVE. & ' 19TH ST.,44 FT.W.£HAVEN & 1.01 DIESCRJPTION 1 83 FT.N.F-19TH ST.,SET DRIVE Quick coupling PART 2 PRODUCTS PIN W/C.S.TAG IN TOP AT THE A. Scope of Work: Provide all labor,materials,Iransportation,and services necessary S Qu ouP ing valves. S. All splices shall he made with Scotch-Lok #3576 Connector Sealing 3.03 INSTALLATION 3.06 FIELD QUALITY CONTROL E. END OF A HEAD WALL FOR to furnish and install the Irrigation System as shown on the Drawings and described Packs, Rainbird Snap-Tile wire connection,or approved equal. Make A. Trenching: i 3-24"CMP--ELEV. 1430.686 min, b. Slub-ons for future connection. 2.01 MATERIALS only one splice with each connector sealing pack. A. Adjustment of the System: A. General: Use only new nrnateritls of brands and types noted on drawings,specified I. Dig trenches straight and surpon pips connimromsly on bottom of trench. 1.02 QUALITY ASSURANCE A REQUIREMENTS i. Other related equipment as directed by the City of Rancho Y ype ng •sP� 6. Field splices between the ntiornmic con imller and electric control valves Lay pipe to an even grade. Trenching excavation shall follow layout I. The Contractor shall flush and adjust all sprinkler heads for optimum Cucamonga. herein,or approved equals will not he allowed without prior approval of the City of Rancho indicated on the Drawings ant as rafted, performance anti h, prevent over. nY onto walks, n+aclwa s, and A. Pentrits athA Fees: The Contractor snot obtain oral pay for any std ant permits anal Cucamonga. buildings as much as po%%ihlc. n all observations required. 6. On or heriorc The dole of the final field observation,the Contraelor%haH B. PVC Prcsatrre Main Line Pipe and Fittings! 2. Provide for a ntininmm of eighteen(IK) ircht%cover fur all pressure deliver the corrected and completed sepias to the City of Rancho K. Awortic Controller: supply lines of 2 1/2-inch nominal distneler or smaller. 2. 1f i1 is determined that stlimincnts in the irrigation equiptnem will Cucemon o. Delivery of the st las will Full relieve the Contractor o1"Ihe I. Pressure main line piping fix sizes 2" and larger shall he PVC Claw ra 1. Mamrfxhrrer's Dimtions: MannficMrer's lineations and detailed drawings snH g ry p 315, provide pn+per and rax+rc adequate cuvtrage,The Contrnclor shell nmkt be followed in all cases where the manufacturers of articles used in this Contract responsibility of furnishingtion that may he omitted I. Automatic connroller(s)required inforensshall he of size and type shown on the Drawings. 3. Provide for a minimum of lwenny-fcwr(24)inches cover for all pressure such adjustments prior to planting. Adjustments may also include Bsrnish directions covering pointe rad shown in the Drawings and Specifications, from the prints supply lints of 3-inch nominal diameter or larger. changes in nozzle sizes and degrees of arc as required. 2. Cuss 31 S pipe shah he made from an NSF approved Type 1,Grade 1, 2, Final location of automatic controtter(s) shall he approved by the City int C. Controller Charts: PVC compound conforming To ASTM resin specification D17K4 AllCucamonga. 4. Provide for a minimum of twelve(12)inches for all run-pressure lines. g r Y ramp C. Ordinances and Regulations: All local, ttnrnie land dolt Taws, and rules and of Rancho 3. Lowering Wised sprinkler heals h the Contractor shall he ace fished regulations governing or relining to any portion of this work aro hereby pipe must meet requirements as set forth in Federal Specification PS-22- within len incorporated into and made a part of these Specifications,and their provisions shall 1. As-buih drawings shall he roved try the Cit of Rancho Cuce 70, with an appropriate standard dimension (S.D.R.) (Solvent-weld ( )days a cr notification by the City. rig app y y morhga 3. Unless otherwise noted on the Drawings,the 120 voh electrical power S. Provide for a minimum corer of eighteen (IR) inches for all control be carried out by the Contractor. Anything contained in these Specifications shall before controller charts are prepared. Pipe). to each automatic controller location is to he furnished by others. The wiring. 4. All sprinkler heads-hall he set perpendicular to finished grades unless not be construed to conflict with any of the above rules, regulations, or final electrical hook-up shall be the responsibility of the Contractor. otherwise designated on the Drawings. requirements of The same. However,when these Specifications and Drawings call 2. Provide one commller chart for each commller supplied. 3. ScheduPre4orturle main line pipit for sizes I-I/2" and smaller shall he PVC B. Backfilling: for or describe materials,workmanship,or construction of a better quality,higher Schedule 10 with solvent welded joints. L. Electric Contml Valves: 5. Resin Bird EFis-cP valves will he act per manufacturers standard, or larger size than is required by the shove rules and regulation, the 3. The chart shall show the arca coMFolled by the automatic controller and 1. The trenches shall not the backfilled until all required esti are specification so that each lateral operates at design pressure. provisions of these Specifications and Drawings shall take precedence. shall he the maximum size which the controller door will allow. 4. Schedule 40 pine shall he made from NSF approved Type 1. Grade I I. All electric control valves shall he the some size and type shown on the P PK g P YP performed. Trenches shell he carefully backfilled with the excavated PVC compound conforming to ASTM remin specification D17RS All Drawings. B. Testing of Irrigation System: materials arpmved for backfilling.consisting of earth,loam,sandy clay, g g Y D. E hnatien of 4. The chart is to he a reduced drawing of the actual inmtslled system. pipe moot meet requirements as set forth in Federal Specification PS-21- xp Drawings: g Y 70sant, or other apwof pneJ materials, free from large clots cash or . However, in the event the controller sequence is roll legible when the 2. All electric control valves shall have a manual flow adjustment. stones. Backlill shall he mechanically compacted in landscaped areas Its 1. The Contractor shall request the presence of the City of Rancho 1. Due to the scale of the Drawings,it Is not pnasihk M indicate all offsets, drawing is reduced, it shall he enlarged to a %i.,c that will he readable a dry density equal to adjacent untlisprrbed soil in planting areas. Cucamonga in writing at least 49 hours in advance of Testing. fittin s, sleeves, etc., which may he required. The Contractor shall when reduced. 5. PVC solvent-weld fittings shall he Schedule 40, 1-2,I1-1 NSF appmvcd g Y rc q conforming to ASTM lest procedure D2466. 3. Provide and install one control valve box fix each electric control valve. Backfill will conform 10 aJjarenl grades without dips, sunken ■rens, carefully investigate the structural and finished cordifions affecting all humps or other surface irregularities. 2. Test all pressurc lines under hydrostatic pressurm of 150 pounds per of his work and plan his work accordingly,fumiahing such fittings,etc . 3. The chart shall he a blacklinc or blueline ,valid print amt a different M. Cortril Valve Boxes: %qunne inch srxl prove wntertight. as may he required to meet much conditiortg Drawin .are generally color shall he used to Indicate the area of covers•c for each station 6. Solvent revert soot pricer for PVC w.lvenl weld pipe anal filling,shall Yg• g' 1. 2. Aline grnrnrinr nhnlerinl hneklill will he initially placed yrs all Inc:. No diagrammatic and indicative of The work to he installed. Thc work shell he of type anvil rn.rnllation nclhoxts prescribed by the wrenufnclurer Note: Tc%ling of rcssurc main lines shall occur prior to imNaflati(m g 1. Use 10" x 10-114' nuntf M+z lion all gate valves. Carvin 6xlustrics li+rcign crater larger than arc-half(I/_) inch in size will he penntfed � P P he installed in such a manner as Io avoid conflicts between the irrigation 6. When completed and approved. The chart .hell be hermetically sealed #910 12B with green boll down cover ar approved equal. Extension in the initial ha,kfilL of the electric control valves. stem,planting,and architectural features. between Iwo ieces of Iritic,cash rice hem a minimum 20 mils 7. All PVC pipe must hear the following markings: h' P g, r r piece K sleeve shall he PVC with minimum mite o+f six (6) inches. J. FI(axling of rren,he%will he permitted only with approval of the City of J. All piping under paved arca-shall he tested vernier hydrostatic pressure 2. All work called for on the Draw' b notes or details shall he 7. These chart- shall he aarrlolsysteled and appF,ved prior leo The final field A. Mnnufncturcr's rant of 150 ounds per square inch and mven watertight nor to paving. Drawings y observation of the irrigation system. h. Nominal pipe size 2. Use 9-I/2' x 16" x I I' rectangular hue for all electric control valves, Ran.ho Cu.n+xnga. r P W P g P P g furnished and installed whether or not specifically mentioned in the Carson Industries/1419-12B with green bolt-down cover or approvedc. Schedule or class 4. Sustain rcssurc in lines for not (es- than six (6) hours. If leaks Specifications. equal. 4. If settlement ,occurs anti sm lFbseyuent adjustments in pip .e. valve. P d. Pie-ire rating in P 5.1. develop, replace joints and repeat Inst until entire system is proven D. Operation and Maintenance Maenals• C. NSI (National Sanilation Fountation approval sprinkler heads.lawn,planting.r+r other constorclion are nc,esvary,the 3. The Contractor shall tic*willful! install the irrigation s stem as shown ) rP watertight. yY 3. Use 6" diameter x g-3/4" deep Wool plastic: valve box for all quirk Comracfor shall make all required adjustments without cost To the City. on the Drawings when it is obvious in the field that ohsnorctions, rade f. Date of extorsion g g 1. Prepare and deliver Io The City of Ran ho Cucanx,ngm within Ion coupling valve-, Canton Induslrics#608 12 with grccn Oct-hick cover differences,or discrepancies in arca dimemsion%exist that might not have or appmvcd equal. C. Trenching and Backfill Under Paving: S All hydrostatic tests shall he made,silly in the pre-entee of The GeFcral been considered in engineering. Such ohstnrclions or differences should calcodnrdayg prior do a+nrpletion o(ronstor,tn,n,two hart-cover,three- A. All fillings shall hear the nanufactufer'%none or trademark. material Contractor or file City of Rambo Cucamonga. No pipe shall he rang butlers containing the following information designation,size,applicable I.P.S. chedule anti NSF seal of arrmvsl. backfilled until it he%b (loservcd,texled,anal approved be brought 10 the attention of the City of Rancho Cucamonga. In the . 1. flee Y-1/2" x 16" x I I" rcctsngulnr hos h,r all electric control valveTrenchesat I. Trenches hwed umrca.xter awhere paving, asphnbc ic oraif re, 'IF backfilled I rroved in writing. went this notification is not performed,the Contractor shall assume full installed within on-gratia landscaped areas,Carson Industries#1419-128 concrete will hie installed• ehnll he backfilled with %anti (n Inner ora 161 • Inhx abet! which states Contra.Tor's namne, mJJfes%, aril C. PVC Nrm-Prtsstnre l,atcral Linc Piping: h Furnish necessary fine ver and all other lest equipment, responsibility for any revision necessary. with green holt down cover or approved equal. aches below the pipe and three 111 inche% above the polio) and Y pump Iekrhonre nurrhher,aFxl which list. each inslnllcJ equipment and material item, including names and addresses of I. Non prcssurc huned lateral line piping shall he PVC Schedule 40 with compacted I+ layers to 95"A compaction,using manual or mechanical 7 1.031 SUBMTiTALS S. Use 10" x 10-U4' Found box for all quick corpling valves installed tangoing dcvi,es Trenches for piping.hall be contracted to equal the When the irrigation system is ho Coca ,Cucamonga to a ermine if lest in the mertubewrcra'local rcprcsentslrves solvent-weld jomh when installed m planting areas. presence of the City of Rancho Cucamonga To determine if the wafer within on-storcturc landscaped areas, Carson Indu%1ric% No. 910-12B contpachon of the existing adjacent undisturbed w,il end shall he lett in A. Material List: with green bolt-down cover or approved equal. . I ■ firm unyielding condition. All trenches %hall he left flush with the coverage for planting areas is complete and adequnle. Furnish all b. Colalog and parts sheets on every material and equipment 2. Non prcssurc Inleral line piping inslnlled under paved @fens shall he PVC item installed under this Contract adjoining grade. The CnontFactor shall set in place,cap and pressure test materials and perform all work required to correct any inadequacies of Schedule 40 with solvent welded joints. coverage disc to deviations from the Drawings.or where the system has equrP N. Sprinkler Heeds-. all piping under paving prior leo the paving work, bora willfully installed e%indicated an the Drnu•in a when it is obvious! 1. The Contractor 11 t•riiah the articles, mem, materiae, org y• processes specified by name in the Drawings and Specificelions. No g. y C_ Guarantee statement. 3. Pipe shall he nonJe from NSF approved. Type 1, Grade If PVC inadequate.without hrin in this to the attention of the Cit of Rancho substitution will be allowed without prior written approval by the City I. All rinkler heads shall he of the same si/e,type,and deliver the same 2. General! piping under existin•walks is done h jacking. horin,, or y g g Y corn tool cuwGnmin•N, ASTM resin specification D17N4 All i � YP Y• P r b b Y J t- !• of Rancho Cueamon e. r r r Cucamonga. This Zest shall he accomplished before any ground cover g d. Complete(operating and nuintenanct instruction on all major must meet re urren+ents act forth in Federal Specification PS 22 70 with rale of precipitation with the Jianteter((it radius)of throw,prcssurc,and hydraulic driving.but where any culling or breaking of sidewalks andlar 4 P is planet. equipmcm. an appropriate sunJenl dimenion retia. discharge as shown on the Drawings and Mr as specified in!hest special concrete is ncce%sary,it shall be done and replaced by the Comraca,r as 2. Complete material list shall be submitted prior to performing any work provisions. t pertof the Contract cost. Permission to cut ver break sidewalks and/or Material list shall include the manufacturer, model number. and concree shall he oblained from the Cit of Rancho Cucamon•a. No R. Upon comrietion of each phase of work, the entire system shall he 2. In adelilion to the above mentioned maintenance mamrals, provide the 4. Except as noted in paragrnphs 1, 2, and 3 of this section (2 of B), all Y tested and ad description of all materials and equipment to be used. 2. Spray heals shall have a screw adjustment. hydraulic Driving will be pemtintJ ureter concrete paving ju%led to meet site requirements. City's maintenance personnel with instorrhaos for major equipment and rcyuircreme lion nm-pressure Intent line pipe and finings sentl he the Although manufacturer and other information Ina be different, Me show evidence in writing to the City of Rancho Cucamonga at The manic as for wolvelo wvId pressure main line pipe and fillings as act forth 3.07 MAINTENANCE Y conclusion of the project that this service has been r . rendered. in section 201 B of these Specifications. 3. Riser awing shall be fabricated in accordance with the details shown on D. Assmmhlies: following is a guide to proper submittal format: the drawings. I. Routing (+f rinkler irrigation line% a% indicated on the Drawin os is A. The entire irrigation system shall be under full automatic orention for a period of E. Equipment to he Furnished: D. Bresa Pipe and Filtinggt seven(7)days prior to any planting. I Ilam No, seriion Manufacture Model No. 1. Riser nipples for all sprinkler heads shall he the wore site n The riser diagrammatic Install lines(and various assemblies) in much a manner 1. Supply as a art of this contract the following tools: opening in the sprinkler body. as to conliorin with the details in the Drawing%. 1 1aekOow Preventer Nrlk�ns 315 RP Pp Y P 1' I. Where indicated on the Drawings, sow: red hiss screwed pipe B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation conforming to Federal Specification#WW-P-351. S. All sprinkler heads of the seem t shall he b the same manufacturer. period' a. Two (2) sets of special hots required for removing, sl' YPt Y 2. Install NO multiple as-amelias in plastic tires. Provide each nsmmhly 2 Automatic Controller Calwmhe 210OR Series dismssemblin g and ad u%lin each type of sprinkler and valve with its own(nitiel. t• I g ' P' r 2. Fillings shell he red hiss conforming to Federal Specification NWW-P- 3.08 CLEAN UP O. Identification Tng: . supplied on this project. 160. 3Install all assemhlies specified herein in accordsnce with respective 3 GATE Valve Nibco T I I'� Cledn up shall he made as each portion of work progresses. Refuse and excess dirt shall he I. LD_ lags for electric control valves shall he mamrfsruurcd from detail. In absence of detail drawings or S mcificalion pertaining to b. Two(2)filo-(out valve keys for operation of gale valves. E. Copper Pipe and Fittings g P r g removed from the site• all walks and paving shall he bnoo med or washed down, and an Y Etc. Eu. o r a 's o-emothr g W lye rclhaM Behr De.open. Use Chn.ty a slardnnl lag M t .temptd specific items rcquircd leo comrlete stark, perform work in damage%ustsineJ on the work of others shell be repaired to its original condition. Y I. Type K. hard to eyed with black letters on yellow background Tags shall be numbered to accordance with best standard practice with nor approval of Cit of C. Two(2)keys for each automatic commller. P P rr Y irrigation submittal mesal be specific and complete. All items must he YP ' match programming shown on the Drawings. Pmvide one tag for each Rancho Cucamonga. fisted and should include solvent/primer, wire, wire connector,valve electric control valve. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE d. One (I) quick coupler key anal mashing hose swivel lion 2. Fittings: wrrotnght copper,solder joint type boxes, etc. No copies of manufacturer's literature (catalog cuts) are every rive (5) or fraction thereof of each type of quick 4. PVC pipe and fillings shell he thoroughly cleaned of dirt. dust, and 2. Srecial order lags from T. Christy Enterprises, 1207 Struck Avenue. moisture before installation. Installation and solvent welding methods A. The Contractor shall operate each system in its entirely for the City of Rancho required a submittal information' courting valve installed. 3. !tints shall he %(dJcrcd with silver solder, 459E silver, 15% coprrr, "E', Orange, CA 92667. Phare (714) 771-4142 and Fax (714) shall he as recommended by the pipe and fining manufacturer. Cucamonga at time of final observation Any items deemed not acceptable by the 3. The Contractor may submit substitution for equipment and materials2. The shove mentioned equipment shall he wn+cJ over to the City at the 16% zinc, 24c4 cadmium,solidus mi 1125"F. and liquidus at 1115"F. 771-3029. City of Rancho Cucamonga shall he reworked to the complete satisfaction of the listed on the Drawings by following procedures as outlined in SectionS. On PVC bo metal connections, the Contactor shall work the metal City of Rancho Cucamonga. conclusion of the project. Before fin!ohscrvnhon can occur,evidence F. GATE Valve: 1.05 of the Irrigation Specifications. that the City has received material must he shown to the City of Rancho P. Vandal Resistant Controller Enclosure: connections first. Teflon tape or approved equal, shall he towd on all aB. The Contractor shall show evidence to the City of Rancho Cucamonga that the City Cucamonga. threaded PVC to PVC, and on all Threaded PVC to metal joints. Light 4. Equipment or materials installed or furnished without prior approval of g 1. GATE valves 3'and smaller shall he 125 Ili. SWP bronze gate valve with 1. Contmller enclosure shall he of size and type shown on the irrigation wrench prcgmure is all that is required. Where threaded PVC has received all accessories, charts, record drawings, and equipment as required before fin! site observation can occur. the City of Rancho Cucamonga may be rejected and the Contractor my drawings and irrigation detail sheet. connections arc required,use threaded PVC adapters into which the pipe 1.04 PRODUCT DELIVERY,STORAGE, AND HANDLING screw-in bonnet,rtonrising stem,and solid wedge disc. q P P r be required to remove such materials from the site at his own expense: may be solvent welded. A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care 2. G,&TE valves 3" and smaller shall have threaded erds and shall be 2. A backboard shall he secured to rhe controller enclosure housing to 3.10 SITE OBSERVATION SCHEDULE S. Approval of any item, alternative or substitute indicates only that the in handling,loadin unloading,and stories PVC n and fillings. All PVC pipe provide a base for mounting the automatic sprinkler controller and E. Line Clearance: g• 8• € pipe & P r equipped with a bmve ha°ds°heel. A. The Contractor shall be re. omible for notifying t produce or product apparently meet the requirements of the Drawings -ball he tnn%ported in a vehicle which allows the length of pipe to lit Oat so as not terminal strip. ap g he City of Rancho Cueemortge and Specifications on the basis of the information or samples submitted. to subject it to undue bending or a concentrated external load at an point. An I. All lines shall have a minimum clearance of Twelve (12) inches (me in advance for The following observation meetings,according to the time indicated: J g Y P Y 3. GATE valves 3' end smaller shell he similar To those manufactured by . section of pipe that has been dented or damaged will he discarded,and if installed, Nibco or approved equal. 3. A 117 volt duplex box shall he provided with an On/Off switch,and 1 17 each other and from lines of other trades. Parallel lines shall not he 6. Marrufacturer's warranties shall not relieve the Contractor of his liability shall he replaced with new piping. volt receptacle. Metal conduit shall run from the 117 volt supply to the installed directly over one another. 1. Pre-lobe Conference- 7 days under the guarantee. Such warranties shall only supplement the 4. All gate valves shall be installed per installation detail. controller housing. All power within the housing shall he properly F.FAutomatic Contmller A-scmhl guarantee. 1.05 SUBSTITUTIONS phased. y• 2. Pressure supply line installation and testing-48 hours G. Quick Coupling Valve: a. Record Drawings: A. If the Contractor wishes to substitute any equipmentor materials for the equipment 4. A terminal strip shall he provided,clearly indicating the proper points Install as per mennfecturer's instructions. Remole control valves shall he connected J. Automatic commller installation-48 hours or nuteriels listed on the Drawings,s and Spec he nuY o so dh providingof connection of all appropriate wiring (station valves, master valve, to controller in numerical sequence as shown on the Drawings. P Y I. (wick coupling valves shall have• boss,two-piece body designed for 1. The Contractor serol provide and keep cup-to-dale a cerrq+ttte record set the following information To the City of Rancho Cucanxoga for approval: working pressure common,central control of ISO P.S.I. )' 4 Control wire installation-49 hours of bluefine ozelid prints which shall be corrected daily, showing every G. High Vohsge Wiring for Automatic Controller: change from the original Drawings and Specification and the exact I. Provide a slaement indicating the reason for making the substitution. 2. Quick coupling valve shell he operable with a quick coupler key. Key Q. Miscellaneous Irrigation Equipment: S Lateral line and srrinkler installation-4E hours installed locations, sizes, and kinds of equipment. Prints for this Use a separate sheet of paper for each item to he substituted. 1. 120 volt power,onnechon ro the-unmown, ,(atr,llcr %hall he provided r P r size and type shall he n shown on the Drawings. 6 Coverage est -48 hours purpose may be obtained from the City of Rancho Cucamonga ol cost. 1. Refer to the Irrigation Plans for sizes and Typo of by the Contractor This set of drawings shall be kept on the site and shall be used only as 2. Provide descriptive catalog literature,performance charts and now charts H. Backflow Prevention Unite miscellaneous irrigation equipment. 7 Final observation- 7 days a record mi. for each item to be substituted. 2. All el"Imat work shall conform to heal codes,orcdinance%.and union Y I. , , Backflow prevention unit shall he of size and type indicated on the 2. All miscellaneous irrigation equipment shall he as specified aulhonties having jurisdiclion 2. These drawingsshall also serve as work es sheets and shalt be the or approved equal. B. When observations have been conducted other than the City of Rancho Cucamonga, pregrc. 3. Provide the amount of cost savings if the substituted item is approved. irrigation drawings. Install backflowpneventionunits in accordance with basis for measurement and payment for work completed. These the Drawings H. Remote Control Valves show evidence in writing of when and by whom these observations were made. drawings shall be available at ell times for observation and shall he keptPART 3 - EXECUTION B. The City of Rancho Cucarrn+raga shall have the wit responsibility in accepting or in a location designated by the City of Rancho Cucamonga. Should the1. Install where shown on the Drawings. Where grouped Together,allow C. No site observations will commence without "As-Asrecord drawings. rejecting any substituted ism as an approved equal to the equipment and materials 2. Wye strainers an backflow prevention unit.shell have a bronzedscrewed record bluefine drawing progress sheets not be available for review or listed on the Dnwingg end Specifications. body with 60 me-h monel screen and shall he similar to Bade) #100B 3.01 OBSERVATION OF SITE CONDITIONS at (cast Twelve (12) inches between adincent valve boxes. Install each The contractor shall not call for a site visit without "As-[Built" record not be up-to-date■t the time of an observation(refer to Section 3.10- remote control valve in a separate valve box. drawings, without completing previously noted corrections, or without P- Y or approved equal. r Inspection Schedule),it will be assumed no work has been completed 1.06 GUARANTEE A. All scaled ditneresions arc approximate. The Contractor shall check and verify all preparing the system for said visit, and the Contractor will be assessed the cost of that site visit at the 3. All pre%sure main line piping ho%cen the point of connection and the size dimensions and receive approval from the City of Rancho Cucamonga prior to 1. Flushing of System- • current billing rate of the City of Rancho Cucamonga. No otherproceeding with work under this Section. A. The guarantee for the irrigation system shall be made in accordance with The backflow prcventer shall he ,mulled as rcyutrcd by local code The observations shall take place prior to payment of that assessment. I. After all new sprinkler pipe lines and risen are in place and connrecled, attached form. The General Conditions .rel Supplementary ConJitionn of these CoMnctor%hall vrnl) with the ha al governing h,dv e%To material type Specifications shall he filed with the City prior w acceptance of the irrigation and instsllation procedures prior To start of construction. Submit shop B. Exercise extreme care in excavating and working near existing utilities. The all necessary diversion work has been completed, end prior to 3. The Contractor shall make neat and legible notations on the record system. drawing for approval. Contractor shall be responsible for damnges to utilities which arc caused by his installation of sprinkler heads,the control valves shell be opened and full drawing progress sheets daily n the work proceeds,showing the work operations or neglect. Check existing utilities drawings for existing utility head of water used to flush out the system. u actually installed. For example, should a piece,of equipment he B. A copy of the Guarantee form shall he included in the operation and maintenance 1. Check Valves: locations. installed in a location that does not match the plan,the Contractor must marneal r 2. Sprinkler heads shall he installed only after nushing of the system has END OF SECTION indicate that equipment has been relocated in a graphic manner so it o i. Swing check valves 2"and smaller shall he 200 pound W.O.G. bronze C. Coordinate installation of sprinkler irrigation materials including pipe,so there stall been accomplished to the complete satisfaction of the City of Rancho match the original symbols as indicated in the irrigation legend. rhe C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall construction with replaceable composition,neoprene,or nubherdisc and be NO interference with utilities or other constructionor difficulty in plantinglrces, Cucamonga. retreated equipment and dimensions will then be transferred to the contain The following information: shall meet or exceed Federal Specification WW-V-51 D,Class A,Type shrubs,and ground coven. original record drmw it 1�z proper time. ry J. Sprinkler Heads: DESCRIPTION OF REVISION OAT[ CITY GUARANTEE FOR IRRIGATION SYSTEM D. The Comnclor shall careful!y check all grades to satisfy himself that he may solely A►►ROYLO 4, Bdfore the date of the final observation,the Contractor shall tramfer all 2. Anti-drain valves shall he of heavy duty virgin PVC construction with proceed before starting work on the irrigation system. I. Install the sprinkler heads as designated on the Drawings. Sprinkler information from the"record drawing"prints to a sepia mylar or similar heads to be installed in this work shall he equivalent in all respects k+ mylar material. Arrangements shall he made through the oil for We hereby guarantee that The irrigation system we have furnished and installed is fret from F.I.P. Thread iratel and outlet. Internal parte shall he stainless steel and CITY 0 F RANCHO C U CA M 0 N GA b ) 3.02 PREPARATION those itemized. ` obtaining said sepia stylar or similar mylar material. All work shall be defects in materials eFd workmanship,and The work ha-been completed in accordance with neoprene. Ami-drain valve shall be field adjuslahle against Jrewout the Drawings and Specification,ordinary wear and tear, unusual ahuw,or neglect excepted, fmm 5 to 40 feet of head. Anti-drain valve shall be similar to the in waterproof India ink and applied to the mylar by a Iechnical pen made A. Physical Layout: 2. Spacing of heads shall not exceed the maximum indicated on the expressly for use on mylar material. Such n shall he similar ro those We agree to repair or replace any defects in material or workmanship which may develop Valcon'ADV'or approved equal. r Y rc' Drawings. In the cage shall The spacing exceed the maximum IRRIGATION SPECIFICATIONS during the period of one year from date of acceptance and also,ho repair or replace any damage t(h�lA L At b ar g 0 manufactured by Rapidograph,KueO'et(Yc Esser.or Faber Castell. The ¢`1� ML)fl. Control Wiring: I. Price to installation. the Contractor shall stake out all pressure supply recommended by the nunu(acturcr. resulting from the repairing or replacing of such defects N no addilionnl cost%to the City. We dimensions shall he made u%as to he easily readable even un the final G lyl y� 'j_. linea,routing and location of sprinkler heeds. controller Than (see Section C). The original mylar"roaxJ drawing" shall make such rerain or replacements within a reasonable Time, as determined by the City, Q J" F b b tk ` 3.04 TEMPORARY REPAIRS /Oar receipt of written notice. In the event of our failure to make such repairs or rc replacement. I. Except as anted otherwise,comectiombetweenthe ntometic cooMmllera plan shall he submitted to the Cily of Rancho Cucamonga for approval Pr ,.� . F` 2. All layout shall he approved by the City of Rancho Cucamonga prior to TERRA V T A within a reasonable lime after receipt of written notice from the City, we authorize the Cit �j � ^c and the electric control valves shall he nude with direct burial copper prior la the completion of the contMller chart. installation. The City reserves the right k+make emporary repairs es necessary a+keep the.sprinkler system Io proceed to have said repairs or replacements rode N our expense and we will pay The cos ., r .= wire AWG-U.F. 600 volt. Control wiring installed in control wire RAIL A T R . M U S S E R MIDDLE S C H O O 3. Thv wMnctor snail artnension from two (2) perms. .t points of LIC, N0. 1283 F;, conduit within storclurc shall he made with AWG-TW stolid copper wire. equipment in operating condition. The exercise of Ibis right by the City shall rat relieve the reference,such as building corners,sidewalk edges,mad intersections, and chargee therefore upon demand. 1i .i r, co B. Water Supply: Contractor of his responsibilities under the terns of the guaranee as herein specified. 8' p-� t - Pilot wires shall he a different color wire for each automatic controller. mete.,the location of the following items: PROJECT- - 1 E Common wires shall he white with a different color stripe for each �EWIS HOMES j' z I automatic controller. Install in accordance with valve manufacturer's 1. The irrigation system shall be connected to water supply point(s) of 3.05 EXISTING TREES a. Connection to existing water lines. I `� specifications and wire chart. In no case shall wire size be less than connection as indicated on the Drawings. APPROVED BY - - TE LOCATION: o M' f-2-/ 7 JJ ���' '� #14 Where it is necessary to excavate adjacent In existing trees.the Contractor shall use all possible It. Connection to existing electrical �'i I' Q' 2. Connection shall be made at thea roximate locaticuh(-)shown on the care to avoid injury to trees and free nxts. Excavation in areas where Iwo 2 inch and larger CITY ENGINEER GiNE E R ,R C E NO Pyr. SIGNED: f OF CAI�� J ry ( ) g 4 2. Wiring shall occupy the same trench and shall be installed along the Drawings. The Contractor is responsible for minor changes caused by mots occur shall be done by hand. All mol%Two (2) inches and larger in diameter,except C. Gate valves, actual site conditions. directly in the path of pipe or conduit,shall he tunneled under and shall he heavily wrapped DE SIGN C- RECOOMENDED ADDRESSED: same mute is prcssurc supply or lateral licca wherever possible. with burlap to prevent scarring or excessive drying. Where a ditching machine is run close d. Routing of sprinkler ptessate !iotas (dinttension max. IOD' 3. Where rrt+rc than(+rx(I)wire is placed in a trench,The wiring shall he C. Electrical Supply: to trees having nuts-mailer Than two (2) inches in dianoeter,the wall of the trereh adjacent MCt_)% Is and Concern, Ltd along routing) PHONE: DATE OF ACCEPTANCE: to the tree shall he hand trimmed, nuking clean cuts through. Roots one(1) inch and larger DRAWN 7510 EAST DEERE AVENUE /FIE E i Taped together at intervals of fifleen(I5) feel. 1. Electrical connections for any and all automatic controllers shall be made in diameter-Fta11 he painted with Two coats of Tree Sed,or equal. Trenches aJna,ant Io tree SAMA ANA CA 92705 4. An expansion curl shall be provided within three (3) feet of each wire e. Sprinkler control valves, to electrical paint(-)of connection as indicated on the Drawings, should be closed within Iwtnty-fiver(24)hours;and where This is not possible.the side of the L P � 13 connection. Expansion curl shall he of sufficient length at each splice trench adjacent to the tree shall he kept shaded with burlap or canvas. PHONE (714)250-4822 �a --'-- connection at each electric control valve, so that in case of repair. The 2, Connections shall he made at the arpmximale location(%)shown on the CME C K E 0 TD RCE IIC DRAWING POO f. Routing of control wiring std locations of all splice boxes. valve bonnet may he brought to the surface without disconnecting the Drawings. The Contractor is responsible for minor changes caused by p,�, PAGAN 0 control wires. Control wires shall he laid l00%ely in trench without GATE FILE NO stress or stretching wire conductors. "" "" actual site conditions. / _ - ____ - __ . _- . SHEET NO. 6 OF BENCH MARK BENCH MARK NO.96-B AT THE NWC OF HAVEN AVE. & 19TH ST.,44 FT.W.€HAVEN & NOTE: GENERAL NOTES TREE LEGEND 83 FT. N.f-19TH ST., SET DRIVE 14rANY TREE WITH A TRUNK CENTER PIN W/C.S.TAG IN TOP AT THE LESS THAN 5 FT. FROM HARDSCAPE SHALL H PLANTED WITH A SYMBOL BOTANICAL/COMMON NAME QTY. SPACING_ SIZE E. I Q ROOT BARRIER APPROVED BY THE CITY INSPECTOR. 1. ALL PLANT MATERIAL, UNLESS OTHERWISE NOTED,WILL BE PROVIDED BRACHYCHITON POPULNEUS- 19 25'O.C. 24" BOX 3- END OF A HEAD WALL FOR Q BY NORMAN'S NURSERY AND INVOICED DIRECTLY TO THE DEVELOPER. 3-24" CMP--ECFV. 1430.686 BOTTLE TREE 2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AN ACCURATE COUNT , OF ALL PLANT MATERIAL SHOWN ON THESE PLANS.THE DEVELOPER IA.INt�IGA I°i1Ji� 15 21) O.C. 24" BOX y �I AND/OR NORMAN'S NURSERY WILL NOT VERIFY THE CONTRACTOR'S • c►c - PLANTING LEGEND r LEGEND NOTE:QUANTITIES SHOWN ON THE LEGEND PLANT COUNT. �- ARE FOR BID PURPOSES ONLY. FINAL QUANTITIES OF PLANT MATERIAL INSTALLED SHALL BE GOVERNED 3.WITHIN 48 HOURS OF AWARD OF CONTRACT,A LiST OF ALL REQUIRED BY THE INDICATED SPACINGS. PLANT MATERIAL MUST BE SUBMITTED TO THE DEVELOPER AND TO ESP. ESPALIERED NORMAN'S NURSERY,8633 EAST DUARTE ROAD,SAN GABRIEL,CA. GAL. GALLON CONTAINER 91775, ATTENTION: MELANIE JONES. G.C. GROUND COVER ' \� 4.THECONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE DELIVERY OF L. HEIGHT ••\��`� PLANT MATERIAL.THE DEVELOPER WILL NOT BE INVOLVED IN GROUND COVER LEGEND NOTE: REFER TO SHEET LI OFOR PLANTING DETAILS. L.A. LANDSCAPE ARCHITECT ••: REFER TO SHEET L-13 FOR SPECIFICATIONS. ORDERING PLANT MATERIAL.THE CONTRACTOR MUST NOTIFY THE L.C. LANDSCAPE CONTRACTOR ,•• . DEVELOPER phit7 C�11`f O� /ALL_ -t�ULi✓b �1 MIN. MINIMUM REFER TO SHEET L-4 FOR IRRIGATION PLAN. "p I:xr-r S.THE CONTRACTOR HAS THE RIGHT TO REJECT ANY PLANT MATERIAL IF TURF GRASS SEE HYDROSEED NOTES. M.T. MULTI-TRUNKED HE PLANT D.C. ON CENTER IT IS DISEASED,DAMAGED,OR OTHERWISE UNSUITABLE.IF T T MATERIAL DELIVERED IS ACCEPTABLE,THE CONTRACTOR MUST RWD. REDWOOD j r SHRUB AREAS SHALL RECEIVE A 4"THICK"COARSE GRIND" / GUARANTEE ALL PLANTS UNTIL THE COMPLETION OF THE 11510 S.L.A. SELECTED BY L.A. ••'�•� MAINTENANCE PERIOD. SHREDDED CHIPPER MULCH AS MFG. AND SUPPLIED BY BLUE RIBBON NURSERIES, SPEC. SPECIMEN ORANGE,CA,(714)633-3666,OR CITY SP. SPREAD 6.IF ANY SPECIFIED PLANT MATERIAL IS UNAVAILABLE,CONTACT THE APPROVED EQUAL. CONTRACTOR SHALL SUBMIT A SAMPLE DEVELOPER. PRIOR TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. T W.• REMOVE SOIL TO ACCOMODATE THE MULCH IN ACCORDANCE WITH STANDARD PLAN NO.512. PLANTING KEY • •'• LT SEE PLANT L137 OR LEGEND SOIL AMENDMENTS .: b-� TERIAL LONORBOXSIZE OVANTIT'/ OF PLANT MATERIAL FOR TURF AND GROUND COVER PLANTING,THE FOLLOWING AMENDMENTS SHOULD BE UNIFORMLY BROADCAST AND THOUROUGHLY INCORPRATED TO A 6-DEPTH BY MEANS OF ' ROTOTILLER OR EQUAL: !' '••••.. SYCAMORE APARTMENTS XERISCAPE NOTE AMOUNT/1.000 SQUARE FEET TRACT 1 2672TYr, - a' � — FOR XERISCAPE ASSESSMENT 6 CU.YDS.NITROGEN STABILIZED ORGANIC AMENDMENT xi6TItJ -�E(- _ - - -- SEE SPECIFICATION SHEET L-11. DERIVED FROM REDWOOD,FIR OR CEDAR SAWDUST - -- - 15 LBS. 12-12-12 COMMERCIAL FERTILIZER ` may I 10 LBS.SOIL SULFER • � ' ` =� GRADING NOTE • � � • THE BACKFILL MiX FOR USE AROUND THE ROOT BALL OF CONTAINER GROWN TREES AND - SHRUBS SHOULD BE PREPARED AS FOLLOWS: I I/ / K ''•••.; , � � _ � FOR SPOT ELEVATIONS AT STREET, Narlv'E iS&C44Sj..a._ WI-11-1 1-40 Wd:51 cs ••• w �_ `-- — -1 = TOP AND TOE OF SLOPES, AND ALL GKEATE-r Tl•iNtA 3" o^m ETfw-. WEE Gsfat-t -tD rLAN ala OTHER GRADING INFORMATION SEE r _ GRADING PLAN SHEET L-2. _ THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR BACKFILL PURPOSES. • TT=T-iisii - ..:.-:.:.......r...�.::.:.:.........i, I, = W .m. WORK -_ = z LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC.,SANTA ANA OFFICE (714)558-8333,LAB#98125 ON 3/27187 FOR LEWIS HOMES. R. CHOOL - = U = a HYDROSEED NOTES 1. ALL TURF GRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE HYDROSEEDED AS FOLLOWS. 2. PREPARE SOiL IN ACCORDANCE WiTH THE SOIL PREPARATION NOTE. SCALE 1'.20' SMOOTH ALL SURFACES. FINISH GRADE TO 1" BELOW ADJACENT WALKS,DRIVEWAYS, ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS/SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING. OWNER SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. 3.THOROUGHLY MIX AND EVENLY APPLY THE FOLLOWING HYDROSEED MIX TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING. CELLULOSE FIBER 30 LBS/1000 S.F. SYCAMORE APARTMENTS b• 16-20-0 AMMONIUM PHOSPHATE 7 LBS/1000 S.F. TRACT 12672 I-I 1 BDU 31-0-0 SLOW RELEASE 7 LBS'1000 S.F. �GI�3?'I(�Ka Tic�� t't?� 1 SOIL SULFER 3 LBS/1000 S.F. AG.GYPSUM 25 LBS/1000 S.F. _ SEED MIX-SEE 8. 12 LBS/1000 S.F. r 4.HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE \I I WATERINGS THE DAY OF THE HYDROSEEDING TO THOROUGHLY W SATURATE THE SOIL.AFTER THE FIRST IRRIGATIONS,WATER SHALL BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS CONDITIONS 0� MAY REQUIRE TO KEEP THE SOIL MOIST ABOVE,AROUND,AND BELOW _ ' K W THE SEED/ROOT SYSTEMS AS MAY BE NECESSARY FOR PROPER \ ` O _ _ _ - - - ' - - \ GERMINATION AND PLANT GROWTH. 5 �^ THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL DED AREAS WITHIN 20 DAYS OF INITIAL �+J a NONGERMINATING OR ERODED ( ) '.> HYDROSEEDING.TURFGRASS AREAS SHALL BE FREE OF BARE SPOTS U a AND FULLY GERMINATED PRIOR TO FINAL ACCEPTANCE. • 2 ••.•• • , •.•• •••,•.•• - _ & & - ` TTiTTTTTr..•TT.lTTTtItTTii titTiill niTTTTiTTii iiiTii•:...••...�...•..T.iii•iii i.ii.•..ii•i•i ii LiitiiTilTi•..: ti ilii liiiiTiiii-{/iii . ` ••..•iiiiTi•iTT - •.•• •.•. - •liiil`il TiitiTiitTtt ti►ttltl llti 11/TiiTiTi ITT. it illi RTT■TTTT(*iTT.. . ♦1• 6.WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2-1/2", v L I R A I'r v O F _ - WOR BEGIN MOWING AT A MINIMUM HEIGHT OF 2". REFER TO �► a MVI Q. MAINTENANCE NOTES FOR ADDITIONAL MOWING REQUIREMENTS. �V - R.MUSSER MIDDLE SCHOOL 7. REMOVE ALL ROCKS 314"DIAM.AND LARGER IN THE TOP 2" OF SURFACE SOIL IN AREAS TO BE HYDROSEEDED WITH TURFGRASS. e e 4 c A 8.TURF MiX TO BE COMPOSED OF;90%FESCUE(50%J GUA R 5(r e APACHE),10%RYE (DERBY RYE). r a SiTE LOCATION �: YCA1V � F 1"_20i DESCRIPTION OF REVISION DATE CITY � SCALEAPPROYEO y -- �+� ; },IT �i'�, CITY OF RANCHO CUCAMONGA M aV' *CT. 126. r ` • - ' , •�, �1 � ; TREE & GROUND COVER PLANTING PLAN - • TERRA VISTA J ,•AUT TRAIL A T R . MUSS ER MIDDLE LE SC HOOL r Cid SOOH. . LEWIS HOMES E t.N [ , -�" IA A rl3 r't'�� APPROVED BY GATE. CITY ENGINEER RC E NO. 24953 rCs' � RECOMMENDEDNDEDDESIGN :L�N, LTU LIC rr. 1•,rs -:r. *LAND ul- M. LandsWAmhitecture/PlanningKEY MAP N.T.S. Ai --- DRAWN 1750 East Deere Avenue SHEET Lai �V -Santa Ana, CA 92705 L-8 OF 13 P (714)250-4822 Fax(714) 752-2469 �lq/f �(;� CHECKED — RCE NO ORAWIYG NO DATE FILE NO J / • - _ SHEET NO. 9 OF /�f. Q- BENCH MARK BENCH MARK NO.96-B AT THE NWC OF HAVEN AVE.& ER LEGEND GENERAL NOTES SHRUB LEGEND 83 FT. NFl9TH . T., SET DRIVE' •• 83 FT. N.�19TH ST., SET DRIVE Q. GROUND COV "> SYMBOL BOTANICAU COMMON NAME QTY. SPACING SIZE • _._..-_--- ._- _-. -- -- ----.._..-� -- PIN W/C.S. TAG IN TOP AT THE Q v AGAPANTHAS 'PETER PAN'- 2 O.C. 5 GAL. E. END OF A HEAD WALL FOR 1. ALL PLANT MATERIAL, UNLESS OTHERWISE NOTED, WILL BE PROVIDED O LILLY OF THE NILE Bt 3-24"CMP--ELEV. 1430.686 TURF GRASS SEE HYDROSEED NOTES. BY NORMAN'S NURSERY AND INVOICED DIRECTLY TO THE DEVELOPER. BUXUS MICROPHYLLA JAPONICA- Iz� 3' O.C. 5 GAL. O 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AN ACCURATE COUNT JAPANESE BOXWOOD � RHAPIOLEPIS INDICA 'PINK LADY'- 5' O.C. 5 GAL. \ SHRUB AREAS SHALL RECEIVE A 4"THICK "COARSE GRIND" OF ALL PLANT MATERIAL SHOWN ON THESE PLANS. THE DEVELOPER O B� PLANTING LEGEND AND/OR NORMAN'S NURSERY WILL NOT VERIFY THE CONTRACTOR'S INDIAN HAWTHORN SHREDDED CHIPPER MULCH AS MFG. AND SUPPLIED BY BLUE RHAPIOLEPIS INDICA 'BALLERINA'- 3' O.C. 5 GAL. �„y �••• :. RIBBON NURSERIES, ORANGE, CA, (714) 633-3666, OR CITY PLANT COUNT. O 19Z APPROVED EQUAL. CONTRACTOR SHALL SUBMIT A SAMPLE INDIAN HAWTHORN PRIOR TO PURCHASE FOR APPROVAL TO CITY INSPECTOR. 3. WITHIN 48 HOURS OF AWARD OF CONTRACT, A LIST OF ALL REQUIRED X XYLOSMA CONGESTUM 'COMPACTA% 1p(o 5' O.C. 5 GAL. ESP. ESPALIERED a e ; PLANT MATERIAL MUST BE SUBMITTED TO THE DEVELOPER AND TO O XYLOSMA GAL. GALLON CONTAINER 0 o REMOVE SOIL TO ACCOMODATE THE MULCH IN ACCORDANCE NORMAN'S NURSERY 8633 EAST DUARTE ROAD, SAN GABRIEL, CA. G.C. GROUND COVER o WITH STANDARD PLAN NO. 512. 59� HT. HEIGHT o h x 91775, ATTENTION: MELANIE JONES. L.A. LANDSCAPE ARCHITECT At k 4. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE DELIVERY OF L.A. LANDSCAPE CONTRACTOR PLANT MATERIAL. THE DEVELOPER WILL NOT BE INVOLVED IN LEGEND NOTE: QUANTITIES SHOWN ON THE LEGEND MIN. MINIMUM ORDERING PLANT MATERIAL. THE CONTRACTOR MUST NOTIFY THE ARE FOR BID PURPOSES ONLY. FINAL QUANTITIES OF M.T. MULTI-TRUNKED DEVELOPER ,"Ip CITY Ot-- A"- ,C,--pUl E0 PLANT MATERIAL INSTALLED SHALL BE GOVERNED 0:C. ON CENTER -r�D Cmf BY THE INDICATED SPACINGS. RWD. REDWOOD 5.THE CONTRACTOFNHAS THE RIGHT TO REJECT ANY PLANT MATERIAL IF S.L.A. SELECTED BY L.A. IT IS DISEASED, DAMAGED, OR OTHERWISE UNSUITABLE. IF THE PLANT SPEC.. SPECIMEN � •5 • / X x � % MATERIAL DELIVERED IS ACCEPTABLE, THE CONTRACTOR MUST SP. SPREAD �/ •.� GUARANTEE ALL PLANTS UNTIL THE COMPLETION OF THE W R'�Y •.• - k MAINTENANCE PERIOD. NOTE: REFER TO SHEET L-IOFOR PLANTING DETAILS. • �, REFER TO SHEET L-I I FOR SPECIFICATIONS. PLANTING KEY jr 6. IF ANY SPECIFIED PLANT MATERIAL IS UNAVAILABLE, CONTACT THE REFER TO SHEET 1.4 FOR IRRIGATION PLAN. •�/ '� ,� ,� DEVELOPER. LT SEE PLANT LIST OR LEGEND ,t 6-1 SIZE OF PLANT MATERIAL k ' GALLON OR BOX SIZE At QUANTITY OF PLANT MATERIAL r i • • , SYCAMORE APARTMENTS / TRACT 12672 XERISCAPE NOTE FOR XERISCAPE ASSESSMENT SEE SPECIFICATION SHEET L-11. o c ! - a� • � - - - � � � � �0 GRADING NOTE 3 _W o a , v o 0 I I I 0 K =co A X x y X W X x .� r r x x x x r x n k r x ri 7k >~ r FOR SPOT ELEVATIONS AT STREET, o = TROP AND TOE OF SLOPES, AND ALL I OTHER GRADING INFORMATION SEE - GRADING PLAN SHEET L-2. • m O p I/ // / / / v Vr V v 1 y V- V Y / . • / / - --. -- /• /• / - • 1 •.. _ w O WORK z - - R.M Pill = Q SCALE T'=20' xG E3M 5' 5 SYCAMORE APARTMENTS 15- 14 TRACT 12672 -5 , � 1 1 W � i LIMIT ! — - OF - - to W K _ w j �" �+ n x x x x K X K 'A x K x 7� x X JC sc x t� x 7( of JC 'K x x k X x > �( !) \ aV VV' 0 0 0 0 ? ` VV � � •' � � � � / / �/ / / / / // / / 0 0 � 0 0 0 0 0 � • 0 / / / / / / / / / / / / / / � � � / � 4 Q Q a 0 � a � 0 V V V V V,•V ` •• ••. . ••••.• •.••.•••.•.. •• •. •. •• • •i ii • • •. •• i 1T It _ LIMIT OF WORK ~ cn R.MUSSER MIDDLE SCHOOL 40 r� SITE LOCATIONYCAIVE .,��,'. y ` SCALE 1CITY ".20' DESCRIPTION OF REVISION DATE APPPRORO VED IE CITY OF RANCHO CUCAMONGA SHRUB PLANTING PLAN CI TERRA VISTA JUNio TRAIL AT R . MUSSER MIDDLE SCHOOL OOL LEWIS HOMES '• «-, ` �� f. . cP� , r^ �`�a� APPROVED 8Y ���'' DATE CITY ENGINEER RC.E NO. 24953 \ � / , ~• 1 � � ~ .0 �`' r� DESIGN L •`I.ANbACcw_,Liw iTA) RECOMMENDED KEY MAP N.T.S. Y $ •�• I'-1�'- -I a-q3 Landscape Architedure/Pfanning — • DRAWN1750+ East Deere Avenue SHEET � L_9 1 3 _ G. -&nta Ana, CA 92A15 or / 1• `�C\P CHECKED (714)250-4822 fax(714) 752-2469 DRAWING NO If OF CI,t�� � _ RCE NO / 9_/ DATE FILE NO / ~ SHEET NO. /d OF /zf. - _ ti *01 TOP TIE TO BE PLACED AS LOW ONE HALF OF SPACING AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD ALLOW FOR WINDFlE><INC Of THE TREE. OF TREE WHERE SPECIES GROWTH e OF COMPACTED COARSE GRIND LIMIT OF PLANTER AREA REQUIREMENT BUT NOT So LOW AS TO LOSE SUPPORT HADIT PERMITS WOOD FIBER MULCH. TIGHTLY COMPACTED T BERM TO FORM OR ALLOW THE HEAD TO DROP. MNN TRUNK HARDSCAPING/ CONCRETE `� DEPRESSED WATERING BASIN. W j1* (2) SETS OF CINCH TIES HEADER FINISH GRADE 4' COARSE GRIND SHREDDED >L SPACED 21 APART ATTACH WITH MULCH. N GALVANIZED rSCREWS TO LODGE POLES � 12- MAXIMUM 8 EXISTING W NCE 12� w E _ o p W _ 5 Jx Qp-�► SLOPE CONDITIONS Q d (ORIGINAL GRADE) S BERM TIGHTLY COMPACTED = .i N I` I =III= I III_^III=III'--II IN PACE TO FORM WATERING m= "_BULLNOSE EDGE _ I I=1 I III=1 I=1 I. BASIN. LOCATED OUTSIDE OF -- FINISH GRADE PLANT PIT. I—� Ir��-_ III—III—III—i Imo! I—III—III—I I I- ROOT BALL EouABACKFILLI I IJ I -III l l 10 II III p .#3 REBAR CONTINUOUS 11--I I i- lit I�PUNT PIT TO BE (2) TIMES THE NATIVE GRET R — SHOVEL CUT EDGE `COMPACTED =III=III=III=III=1 I I-I i CI I III— i I I WIDTH OF THE ROOT BALL. NO ROCKS GREATER 1 II I r 4 I-= THAN s DuwETER'1=1I I =III- - - RooT BALL 111=I I o - SATURATE&COMPACT SUBGRADE NATIVE SOIL I-I I I—I I I-I I I—I I I—I I(=I I IE-1 I I I PUNT PIT To BE (2 =1 I 1 —1 I�= O I I L I I TO 90%PRIOR TO POUR —III III=III—III—III—I I�I I I—I _I I . NOTE: TIMES THE WIDTH o� _III FERTILIZER TABS PER MANUF, THE ROOT BALL Ip z '► - RECOMMENDATIONS. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL t—_— I -III—_ -III=I 11=III=III=1 I I=1 I_ I I. I i Il i I I: 1-1 -i �-- I-_-% -.-I I-i SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON FERTILIZER TADS PER — I _ NATIVE BACKFILL WITH NO PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. MANUF. RECOMMENDATIONS. SIJ= i P S ROCKS GREATER TWW Jr I�:=1 I I—I —L= I—III DIAMETER. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOIL-/111 I �11 I I1—j I't I I,-1 I I—I I I—I 11—it I I_Eil I I-1 - NOTES: SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER I LI I 1—i I FEd I —1 I El I 06" E BY 10" DEEP MOW-STRIP ADJACENT TO W.I. CE AT P.L. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL UNDISTURBED NATIVE SOIL SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. I I�I:I I=i TI I I-I I IDE BY 6" DEEP MOW-STRIP BETWEEN TURF AND UND COVER. NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES NOS' "WIDE BY 6" DEEP MOW-STRIP BETWEEN PRIVATE AND IC PROPERTY. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE I. REMOVE NURSETK STAKES *SCORE JOINTS 3'-0" ON CENTER AND AT ALL ANGLE POINTS. INTO EDGES AT GROUND COVER AREAS. OF Roo? BALL Do NOT CRACK ROOT BALL 2. PLACE FERTILIZER PER MANUF. RECOMMENDATIONS IN PUNT LEGEND ARE ESTIMATES ONLY. 2. STAKES TO BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. CONTAINER PRIOR TO PLANTING FOR OBSERVATION PURPOSES. H R U B A N D S P 51 1 US P 505 S P 506 4, PLACE FERTILIZER TADS PER MANUF. RECOMr.IENDATIONS IN PLANT CONTAINER 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANTER. PRIOR TO PLANTING. FOR OBSERVATION PURPOSES. MULCH INSTALLATION SP 512 CONTAINER PLANTING ROUND COVER SPACING DOUBLE STAKED TREE CONIC. MOW-STRIP- ------- "A ' � �I,G�-•��GT - 710,'70 TG, �.a� Tom• - �° - I � , Tel -10.01 '19.c71 0 I I1 II I I I II PUBLIC ACCESS EASEMENT SECTION -B PUBLIC ACCESS EASEMENT SECTION A - A BENCH MARK BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST., 44 FT.W.f HAVEN & 83 FT. N.rvJ9TH ST.,SET DRIVE PIN W/C.S.TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 �I DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA DETAILS TERRA VISTA RAIL AT R . MUSSER MIDDLE SCHOO L.EWIS HOMES ZAt APPROVED BYDATE CITY ENGINEER -/- RCE. NO. 4g53 To DESIGN RECOMMt~NDEO W � LK. No 1223 � � M •�. �,.v- LAND ��OI�)CQ�], LTD. Landscape kchitedcvre/Rlamk.4 b_17b 5 DRAWN 1750 East Deere Avenue SHEET M •. �, �i ,Santa Ana, CA 92705 — 10 3 �'� (714)250-4822 fax(714) 752-246 DRAWING NO 1 Tf of U►L D RCE NO 1477-4 DATE FILE NO SHEET NO. // OF / q. BENCH MARK.. BENCH MARK NO.96-B AT THE NWC OF HAVEN AVE.& 19TH ST.,44 FT.W.£HAVEN & CONCRETE .CONCRETE FINISHES E. Plant list Is indicated on drawings. 14. PLANTING SHRUBS AND GROUND COVERS- 83 FT.Nf-19TH ST.,SET DRIVE 1. Fertilization - Fertilise three (3) reeks atter planting with S PIN W/C.S.TAG IN TOP AT THE FOR CONCRETE INFORMATION REFER TO THE STANDARD SPECIFICATIONS Flat surfaces shall be screeded to the required levels and slopes F. Sizes of Plants - Shall be as stated on the Plan. Container FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK:EDITION PER THE then any excess water and laitance removed. Concrete shall be stick (1-gallon, 5-gallon, and 15-gallon) shall have been grown pounds 16-6-9 per 1000 sftfertilize thereafter p , q. .; eeer every ALL SHRUBS AND GROUND COVERS TO BE PER THE CITY thirty (30) days. E. END OF A HEAD WALL FOR CITYOF RANCHO CUCA.MONGA). REFER TO SECTIONS 4,201,303, AND 400, mpacted with a grid tamper and then floated to a true level ace in containers for at leas', one (1) year, but not over two years. OF RANCHO CUCAMONGA STANDARD PLAN#506 AND #511. 3-24"CMP--ELEV. 1430.686 AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE hin the tolerance of 1/8" along a 10" straight edge. C. :Sasso and Pest Control - or contra of slugs errs snails. C. Substitutions - Substitutions for the indicated plant materials apply pelletized trice ciuw arsinate 6% by weight and AND POST INSTALLATION OF CONCRETE WORK, MATERIALS,LABOR,AND See ns for concrete finish in landscape areas. P CLEAN-UP.THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS w e permitted provided the substitute materials are approved metaldehyde 5x ft weight as per manufacturer's recommendations two (2) weeks after installation. In advance by the L.A. and the substitutions are made at no CONSTRUCTION IS AVAILABLE FROM: 1, EXPA N JOINTS additional cost to the Owner. Except for authorized variations, BNi BUILDING NEWS P for control of cutworms and other sots insects, apply Metro substitute bstitute plant materials shall conform to the 3055 OVERLAND AVE, Placement expansion joints shall be as directed determined by brand soildrin as per manufacturer's recommendations two (2) LOS ANGELES,CALIF.90034 layouts of markings noted "E.J." on drawings xpansion joint requirements of these specifications. If the accepted suDstitue weeks after installation. This product contains Dieldrin, material shat Quick Joint, or approved equa r as noted in materials are of a less value than those indicated or specified, g, Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. (310)202-7775 the Contract price will be adjusted in accordance with the Plans. provisions of the :ontract. plant. Mater thoroughly, backfilling any voids with additional GENE R AL prepared planting mix. Exterminate gophers and moles and repair damage. 12. PROTECTION M. Plants Not Approved - Plants not approved are to be removed from C. Ground Covers 0. Prunin - Ali shrubs and trees shall be pinch pruned as All requirements of subsection 3.31 standard specifications for Site immediately and replaced with suitable plats. The L.A. All finished concrete k shat) be Darr dad to pedestrian trafficnecessary to encourage new growth and to eliminate rank Sucher Public Works construction, shall apply except as specified her for three (3) days- Ba ades shall placed immediately after and/or City reserves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be concrete finishing. Cont for shal rnish, place, and remove all represented by defective samples. cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of S. ATERiALS of his own barricades. Co ctor 11 be responsible for any IZER9 AND SOIL CONDITIONERS plants shall be planted in dry soil. the city maintenance inspector. A rtland cement shall conform to ASTM-CISO, Type i or Type i1 damage to new construction a e ement•or repair of the work shall be made without added co the City. (2) Set plants in center of pits so that crown of plant will be E. Weedin - All planting areas including lawn, groundcover and Sam of all soil ammendments, sod and plants shall be submitted f level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Weeds shall B. trete aggregate shall conform to ASTM-C33. inspe and stored one the site until furnishing materials of i backfill and water. be dug out by the roots and disposed of off site. 3 PATCHING Complete livery may begin upon approval of samples or as di ed I C. M r shall be clean, fret from strong acids, alkali, oil organic • L.A. and t ty. (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot er. If patching is necessar d permissib a bonding agent such as 4" but not more than 6" in length. shall fertilize per 126 - Lawn Maintenance and 121 Groundcovers Weld-Crete, or equal, A. Organs t111zer shall be processed sewage sl with a 0. A Lure for all formed concrete shall be SiKA Chemical 1 De used. OCC(F2�IG and Shrub Area Maintenance of these specifications. p's minimum c nt of lY nitrogen and 2X Phosphor cid similar to �S. "Pi invent" or approved equal, applied in strict accords with "Nitrohumup ethod© shall n stroy normal n 2d. GUARANME AND REPLACMENTS wan cturer's directions. 14. CONCRETE bacterial con Trees and vin a final E. Rein cement: reinforcing steel ASTM-AIS and ASTM-A30 Construct concr curbs at locations showon ns as detailed, a areas. "' A. All shrubs and groundcover shall be guaranteed by Contractor as true to line a grade, as approved by the local unty or City. Use B• to ed kVttthe to 1 in to growth and health for a period of 4A41E CI)- : after Niref ic: ASTM-A185. ; # � o�aAI� , A g natural grey eland cement concrete, 2000 psi c essire strength. 16, CARE OF PLANT'S BE AND Ol1f�VG PLANTING completion of the specified maintenance period, and/or final F. Forms Locate expa on joints as detailed or shown, and a :retied, at acceptance by the city. All trees up to 20" box size shall be intervals to exceed fifteen feet (15'). Finish w steel 0. Y for Red ood Sawdust Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in an acceptable jTT--L er shall be "construction grade" douglas fir. trowel, n brush with bristle brush parallel to face edge. 8: rk A M E N D M E N T Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of aNl+CI) -iI-EACafter completion (2) Pl od used for forming shall be at least 5/8" ck, and edge all times during planting operations. Do not expose roots to the air of the specified maintenance period, and/or final acceptance by se d. except while being placed in the ground. Wilted plants, whether in place the city. Trees in 20" boxes or larger, and all field grown 15, CL '"UP Salinity Zcm extract c tivity shall not exceed or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in G. Expansio oint filler shall conform with ASTM-01751 remolded). U completion of all concrete work and before final accepts 3.5 milliexpense. an acceptable upright position for a period of one (1) year 4. CONCR E tractor shall remove all tools, surplus materials, apparatu after completion of the specified maintenance period, and/or bris, etc., from the site and the site shall be left in a clew Commercial fertilivered in sacks with fatturer's 17•WATERiiG BASKS city acceptace. A. alit neat condition acceptable to City. label showing weigttached to each sack. A. Construct a firmly compacted mound of soil around each tree and B. All plants that show signs of failing growth at any time during (1) Contra r assumes responsibility for the de n mix and 9. STAKING M AT E�iIA L plant to form a watering basin at the edge of and following the the life of the Contract, includir., the maintenance period or guarani the specified ultimate strength a indicated or ,�1 Tat t�+ shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for specifi herein. .LANDSCAPE CONS tR�+� from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced in kind and (2) Concrete inimum 28-day ultimate strength all be 2000 psi. 1. SCOPE TREE STAKING AND STAKING MATERIALS TO BE PER THE at least 4 high. Mounds for all other trees, vines or plants size at the expense of the Contractor. (3) Ready-mi concrete shall conform to ASTM 4. CITY OF RANCHO CUCAMONGA STANDARD PLAN #505. not otherwise specified shall be aleast high. Excavated The work of this section includes all labor, materials and equipment earth, if capable of retaining water, br, may De used. Any C. Contractor shall, within S days notice by the City remove and required to complete the work indicated on drawings. The work shall be 1 Q GRADING AND SOIL PREPARATION settlement within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fail B. rtions a onsisttncy to the required grade with prep red soil, and additional to meet the requirements of the guarantee. Replacement shall be performed in accordance with the best standards of practice relating to nitrogen stablili zed sawdust worked into the surface as required made with plant material as indicated or specified for the the various trades and under the Continuous supervision of a competent A. Contractor is to finish grade to within 1/10th of a foot or 1' (1) The proport ns of aggregate to Cement s 1 provide a dense to restore the mulched condition. original planting, and all such replacement materials shall be mixture whi will readily work into all orners of the forms foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as specified for the original guaranteed materials. and around a reinforcements without a segregation of the The work included in this section is as follows: B. Moisture Content - The soils shall not be worked when the materials, c e excess free water to lett on the surface or mo sture content is so rest that excessibe compaction will B. At the end of the 180 day maintenance period all watering bas/ns cause excessi a bleeding of the forms Finish grading for planting, soil presparation, fertilization, planting, 9 omP in lawn areas shall be leveled to finish grade and the area Z 7. CLE AN-UP including lawn, maintenance, inspection and certifications, guarantees, occur, and not when it is so dry that dust will form in the air shall be sodded with the specific sod. or that clods will not break readily. Water shall be applied if Upon completion of the work in this section, Contractor shall remove ail (2) The recomt+Kn rsctices of the Amer n Concrete institute clean-up, staking, guying, and esparliering, miscellaneous allowances. necessary to provide ideal moisture content for tilling and for 19, WATERING rubbish, trash and debris resulting from the Operations; remove disused shall be folio in all applicable p edures. The maximum planting. equipment and implements of service; leave entire area involved in a neat slump shall not xceed three (3) inc for footings, slabs A. Immediately after planting, water shall be applied to each tree and acceptable condition such as to meet the approval of the city. ongrade, and ma concrete five (5) hes for foundation walls. 2. APPROVALS C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate a manner as to anticipate the finish grading. Excess soils stream in the plantingholes until the material about the roots C. Control A. All sprinkler work shall inspected and approved prior to the start of shall be removed or redistributed before application of is completely saturated from the bottom of the hole to the top any work. fertil.zer and mulch. Where soil is to be replaced b plants The concrete quality, portions, cons ency, etc., is subject to e y P of the ground. approval of CITY , and changes shall made without his prior B. Prior to excavation for planting or placing of stakes, locate ail and mulch, allowance shalt be made en that when finish grading X E R I S C A P E ASSESSMENT SYSTEM SUMMARY 9 D has begun, there shall De no deficiency in the specified depth B. Plants which cannot be mitered efficiently with the existing written approval. utilities, electric cables, conduits, sprinkler lines, heads, valves, of mulched planting beds. D 9 water system shall be watered b means of a hose. and valve control wires, and all utility lines so that proper y y ,; precautions may be taken not to damage such improvements. In the POINTS REFERENCE S. FORMWORK event of a conflict between such lines and plant locations, promptly D. Needing - Before and during preliminary and finish grading, all C. Apply rater in sufficient quantities, and as often as seasonal CLAIMED (Shccil/Rcf.M) weeds and grasses shall be dug out by the roots and disposed of conditions require. to keep the round wet at all times, well A. Forms for concrete work s 1 be eit metal or wood. Forms that notify the City inspector who shall arrange for relocation for one q n I. LANDSCAPE[Point Value) off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be are warped or that do not ve a smo straight upper edge shall not or the other. Failure to follow this procedure places upon y g P g' type, less than 2-1/2" high and not Dearing seeds, which may be taken 1n watering slopes so as not to cause erosion damage. 20 be used. Forms shall be s with t upper edge of the board true to Contractor the responsibility for, at his own expense, making any and " ceeds 9 D g 1. Water plants.[20) �-$�-�-a[ line and grade and shall taked idly in place with stakes set all repairs for damages resulting from work hereunder. turned under). Oats more than tweed high and not bearing removed may be turned under. Perennial weeds and grasses to be removed p. Following the planting of ground cover plants furnished in 2. Turf limited to 2596 (45'io residcntia,.1201 Zp not more than four feet (4' part as to remain immovable include, but are not limited to, the following: flats. each plant shall be immediately and thoroughly watered by throughout the construction. All shall be approved by CITY weans of a hose with a slow-running stream of water. 3. Plants souped by watering need.[10) 10 within a tolerance df one pe nt Y). All w orials shall be j•QUANTMES AND TYPES Nut Grass Puncture Vint Dallas Grass Mustard Plant accurately and separately wei to nd miyin,. . tl continue until Alfalfa Johnson Grass Wire Weed Morning Glory 19. TREE STAKING the distribution of material u form ano •.h mass of concrete is Plant materials shall be furnished in the quantities and spacing as St. Augustine Grass 4. Nardscape(non•irritatcd)surfatts.[10) 1 O homogeneous. shown or noted for each location and shall be of the species, kinds, _ -� sizes, etc., as symbolized and/or described in the "Plant Material E. All planting areas shall be scarified to a depth of 12 inches STAKE ALL NON-GUYED TREES PER THE CITY OF S. Pcrmetbic pavint.(5) B. Two and one-half (2 1/2) gallo f water per cubic yard, shall be Legend", as indicated on the drawings. The L.A. has prepared this list below grade with the spacing of the ripper teeth no greater than RANCHO CUCAMONGA STANDARD PLAN #505. withheld from the mix at the pl , and all or a portion may be added only as a convenience to Contractor and assumes no responsibility for its 12 inches on center prior to placing conditioner and 6. LOw•witerturf vailetics.(S1 .5 to the mix at the job site as cted by the Inspector. The accuracy. The Landscape Contractor is to verify all sizes and fertilizers. All rock and debris more than 2" in disinter shall concrete shall be mixed at lea minutes after such water is added qu+intities. be removed from the site. Z V 7. Mulch provided in non-ttovrtd coverareas.[S1 and not less than 3 minutes of h time shall be immediately prior to the discharge of the batch T 1 mixing time after adding ,�t1lERiFiCATiON OF DPAENSiONS AND QUANTITIES F. Trenches - If sprinkler system is installed atter grading and shal�retlises avid T%rxrs a the plans >s. Soil amcrtdmcnts.(S) 5 original water shall be at 1 t 1 minutes. _ . otalPointsClaimed F ., d D the Dimensions :re approximate. Before proceeding with any work, Contractor erti :zing is completed, the upper portion of the backfill _ - �' C. Concrete which is not laced ithi minutes after the introduction shall verify all dimensions and quantities and shall immediately inform shall De refilled and fertilized to the depth specified for the p Y err required, to conform to the specfficatfons. of cement and water, and co ete h has stood for 30 minutes L.A. and City of any discrepancies between the drawings and/or 2 1f GATES [Minimum Points Required: 60) after leaving the mixer, sh 1 not used. specifications and actual conditions. No work shall be done in any area 1 1. FINISH GRADING In addition to any other a. CONVEYING AND PLA NG where there is such a discrepancy until approval for same has been given certificates oof f specified, Contractor shall furnish a certificate with each delivery cbulk material, stating the source, Ill. IRGATION(Point Valire) by L.A. and city. When preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the complete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oraganic fertilizer, the 1. Low talionateirritttion system.(201 20 A. Before pouring, all forms all be th ughly cleaned and made tight. d. INSPECTION lawn and planting areas shall be graded to the elevations indicated on certificate shall also state the volume, net weight, percent of Nitrogen The bottom of trenches s 1 be wet do before pouring footings; hdi the rawn s. Grades not otherwise indicated shall be uniform levels or 9 and percent of Phosphoric acid. for each fertilizer and soil 2. Automatic Controiler.(201 Zo earth shall not be muddy the time o curing. Concrete shall not A. All inspections shall be made by L.A. and city. Contractor shall slopes between points where elevations are given. Minor adjustments of conditioner, in containers, a similar certificate orinvoice shall be be placed until reinfor nes, rough h ware, and forms are request inspection at least two (2) days in advance of the time ["'•'�¢ approved by CITY inspection is required. finish grades shall be made at the direction of the city, if required. furnished stating total quantities by weight and volume for each 3. Designed to water plants by watering needs.[101 10 L-4 material. These certificates shall be submitted to the L.A. and city B. Inspection will be required for the following parts of the work: finish grade shall be a smooth, evert and uniform plane without abrupt prier to the start of the maintenance period. 4. Soil moisture sensm.[10) to B. Before depositing new trete against of oncrete, all laitance change of surface. Soil areas adjacent to buildings to allow a natural shall be removed, and surfaces roughen to expose the embedded run-off of water, and surface drainage shall be directed as indicated on 22,PROTECTION S. Rain sensors.[S) aggregate. The surfa shall then be coy d with cement grout, (1) During finish grading and soil preparation. the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall carefully and continuously protect all areas included in using the specified m with 1/2 of the cou aggregate omitted, (2) Plants, after delivery to site and prior to planting. of water. low spots and pockets shall be one inch below grade of the Contract, including plant materials, lierreep, supports, etc., until 6. Wind sensors.(S) 1-1/2" thick. adjacent payment of any kind. Grading shall be done when soil is at final acceptance of the work by the L.A. and city. cc:A li'aC' 19ft TO C. Conveying and platin of concrete shall be d so as to prevent (3) When vines, shrubs, and trees are spotted for planting, but optimum moisture content for working. PVX7� t;1_1C1q5TIW_q FT41 - 7. Sensitive to slope factors.(51 separation of ingre nts, and in no case sha the free fall exceed planting holes are not excavated. 2.3,MAMHZAME 8. Reclaimed ormcycledmater.(S) 6 feet. Tremies sh be used as required. faces of concrete (4) Specimen trees at source, before delivery. A. Contractor shall maintain a sufficient number of men and Total Points Claimed: shall be kept reas bly level, with a minimum unt of concrete 12.MEMO OF PLANTING AND WORD PROCEDURE adequate equipment to perform the work herein specified. Plan "�_ being allowed to f after being placed. Pla g shall be (5) Lawn areas prior to planting. maintenance work shall consist of applying water, weeding, performed as a co nuous operation until each ection is completed. A. No planting stall be done until all operations in i-onjunction caring for plants, including groundcovers, shrubs and trees, [Minimum Points Required: 601 (6) Planting areas prior to planting. with the installation of the sprinkler system have been edging, aerating, and mowing of lawns, fertilizing and control 0. Concrete shall paded and vibrated with mecha al vibrators to maximum subsid e, without separation of ingr ants. The moving completed, final grades have been established, the planting ng areas of pests and diseases. a maximum of concrete by r ration will not the permitted. (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the calendar day maintenance period ("Final Inspection"). work approved by the city, B. Damage to any planted area shall be repaired immediately. 7. GROUT (8) At completion of 180 calendar day maintenance period ("Final B. The relative position of all trees and plants is subject to Depressions caused by vehicles or foot traffic shall be filled be sed of one rt Portland Cement d two its of Maintenance Inspection"). approval by the City and shall, if necessary, be relocated as with topsoil, leveled, and replanted. Exterminate gophers and A. Grout shall pt directed as part of the Contract. moles, and repair damage. fine aggregat y volume. Materials shall be mixed y and water (g) -inspection reports shall be made for each inspection by the C. The entire project shall be maintained fora period of.180 days . added just su tient to make the mixture flow under is own weight. L.A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so commencing from the time all items of work have been complete to B. For dry tamp nt grout. a minimum of weer shall dried to the that, whe^ -"M ed, they bear the sag relation to the required the satisfaction of L.A. and city. mix so that en wet sample is squeezed hard�in the h surface radepthaf the boretothe naturals rade before Dein moisture, b no free water, shall appear on the sampl Do not mix S. CERIIFiCATION trans lt .ack Each lent shall be specified, in the center re the it and Aed. lEac unless otherwise specified with the prepared D. The project shall be cared for in a neat, clean condition at all more than c be used ih 30 minutes. P !im•s to the satisfaction of city and L.A. Prior to job acceptance, written certitica -ns shall be submitted to the soil. P) soil in muddy condition shall be used for backfilling. a. CURING D PROTECTION city for the following: No filling will be permitted around trunks or stems. All broken 24. LAWN MANTENANCE or frayed -pots shall be properly cut off. A. Quahtity and Quality of Commercial Fertilizer sal Organic A. Watering - Mater every day once per day for two weeks and A. All expos surfaces of concrete shall be protected from mage due Fertilizer. J. L.A. and/or city shall supervise the placing and planting of -11 there ter gradually redu.r frequency of watering to three times CITY to tempe ure, elements, and construction operations. plants. per week. Contractor sh.,11 continue to maintain the lawn until DESCRIPTION OF REVISION DATE A►►RCWEO B. Curin B• Quantityand Sid E.Quality of all Soil Amendments called for by Plans final acceptance by the L.A. and city.In the event that underground construction work or obstructions are encountered in the planting operation, alternate orations B. Fertilizing - Apply 16-6-8 the rate of 5 pounds per 1,000 CITY OF RANCHO CUCAMONGA (1) Al exposed surfaces of concrete shall be protected t for plant material will be selected by L.A. and city•Operation square feet three weeks afterer installation and water immediately p Lure drying and freshly placed concrete shall be tected 7a MATERIALS will be done at no eiitra cost to City. a inst wash by rain. All concrete shall be kept wet a thereafter. iod of ten days after placing. In order that curing ter tient materials indicated on drawings are Bertin sptc11i1ed shall conform reach both surfaces of walls, the forms shall be to nes to the following: 13,Pl AN'TiNG OF TREES C. appeases Pest Control - Two weeks after installatin mercurous of lawn, SPECIFICATIONS water shall be poured over the tops of the walls and lowed apply a anufa granular mercurial fungicide of 1.8Z mercurous chloride run down between the concrete and the forms. A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locations indicated on drawings and secure as per manufacturer's recommendation. "Standar d ant Names" established by the American Joint approval before excavating pits, making necessary adjustments as (2) 11 liquid curing compounds shall DL used in accordnce wi the committee on Horticulture, Except for names covered therein, the indicated. D. Mowing - The lawn shall be mowed at a height of 1-1/2" with a TERRA VISTA arotary mower, e established custom of the nursery is followed. manufacturers recommendations and shall not be used on su ces B. All its for trees shall be du square with bottoms level, the y equipped with rollers, before it reaches 2" in P g height. Collect grass clipping during mowing operations and T� receiving concrete hardener. B, dition - Plants shall be symmetrical, typical for variety length of sides and depth equal to two times the diameter of tht remove from the site TRAIL A T R . M V S S E R MIDDLE SCHOOL S. D ECTiVE CONCRETE f tree ball. Compacted soils at sides and bottoms shall be an spec es, sound, healthy, vigorous, vee from plant disease, A. C trete which is not in accordance with these specifications, ou f insect pests, or their eggs, and shall have healthy, normal root loosened by scarifying or other approved method. Pits shall be After each cutting, the edgm of the grass shall be trimmed to a e, level, or plumb; showing structural cracks, rock coats, systems, well-filling their containers, but not t ythe point of backfilled with "prepared soil" to the required grade. and the neat and uniform ine. The lawn edges shall be maintained LEWIS HOMES P g being root bound. Plants shall not be pruned AT ANYTIME, and in balatice of the pit filled with ftp--pared soil", thoroughly neatly at ail times. �EpItNIA (qN - ds, spalls, honeycombing, exposed reinforcing or other damaged settled by water application. vistas shall be considered as defective. no case shall trees be topped. Q,P� M Sq �5�9� APPROVED BY' �L� DATE' � C. Dimensions - The height and spread of all plant material shall C. Set plants in center of pit, an a vertical position, so that 25. AND SHRUB AREA MAINTAINCE �k� �E'� CITY ENGINEER RC.E NO. 24953 B. 11 tins errs irregularities shall be remove from exposed Concrete measured with branches in their normal position, and shall be crown of ball will be level with finish grade arter allowing for A. Wateri^ - new planting shall be watered once per day for twu p� �!' DESIGN s surfaces while the concrete is still green. Where patching is as indicated on the drawings. The caliper of all trees shall be watering and settling and shall bear the same relationship to weeks after installation. Reduce watering to every other z RECOMMENDED required, all loose and unfirm concrete shall be removed prior to the finish grade that it did to the soil surface in the da for the next two (2) weeks. water thereafter three (3) LIC. N(1 1?P3 - Ji-t"u s L Li iJt p measured 4'-0" above the surface of the ground. Where caliper y w - patching. Minor rock pockets end hone combin shall be etched with container. y g D of other dimensions of any plant materials are omitted for the times per week until final acceptance. 8�� 41'6 c •�� (� � dry pack concrete. "Plant Legend", it shall be understood that these plant - materials shall be normal stock for type listed. 0. Prepare depressed water basin as wide as plant balls at each o - ~ DRAWN plant. Water thoroughly, backfilling any voids with additional �,- 2 � � SPIE E♦T 0. Inspection - All plant materials must have been previously prepared planting mix. i-�.Ci► I % d , i A�f i 1� 1 aspected at the nursery to the County Horticultural Department, ]SD �Q 4 � Fax(74 and shall be subject to the inspection and approval of the L.A. 1~ iJG OFTI2EVS T� M'FJ� GiT`f F �lq�f OF CALC�KED ���2 DRAWING NO before planting. J p R.CE. NO -� 'I DATE FILE NO __L_ _. SHEET NO. /Z OF / q. BENCH MARK BENCH MARK NO.96-B AT THE NWC OF HAVEN AVE. & h Q� 19TH ST.,44 FT.W.f-HAVEN & Q 83 FT. N.V.19TH ST.,SET DRIVE PIN W/C.S.TAG IN TOP AT THE t E. END OF A HEAD WALL FOR 3-24"CMP--ELEV. 1430.686 PM!P7E - b RM0vftr1VR FP44 cif L-4 I i F y- Lot4Tta-I c4►.t rwt4Lr--r- MPA -1,3 (o �z • •.� I � I .• CONDUIT SLEEVE PER LOCAL CODS.. ; . SYCAMORE APARTMENTS ••� TRACT 12672 Eo I I PI•AIJ O'1'Fi� •r OF I --- I I -, I — WORK €to Lu 2 3��'ll� � 2�"I D� I� 10 Gtr �•G� I �� — I -�_ — _ • T• ITT-fii.iii •....•.•....... ....•.. .•..•...i.TiiTTfTii ..TTI 11lTTii.••,i�..'Q 3 CF-,'7VIP A ve"a, •(o y.6'. v f WORK PI o � � r � o . T �/ i _ Y 0 " .M R U 0 g,�L5 Fa 12- Q 5O l/O��F,(i '�O I��I G Ali O� G✓►�'1'�Ui��- �� ��I R-ED• _ �' �f�Q— o pAN�, jGNF,OUI.Fi 'MPP ' ON �11� �3 -�l G 1�1P�U�tJAY I.IJ M I NAI( E�To A o 7Fi'( I L fJ f��i� f 3 '( , YP SCALE T =20' SPECIAL :-TOTE LOCATIONS OF UTILITIES SHOWN ARE AP' -,X:r0ATE AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVAi'!G3 AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CON,:UITS, ETC., AND TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE -. J EXISTING UNDERGROUND SYCAMORE APARTMENTS UTILITIES OR STRUCTURES WHETHER OR NTT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL � TRACT 12672 IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SP=CIFICATIONS DO NOT INCLUDE _ NECESSARY COMPONENTS FOR CONSTRUCT!ON SAFETY. �'�,, N GRADING NOTE � �� 0 w - � - - - - - -- FOR SPOT ELEVATIONS AT STREET, i LIMIT ! _ _ OF WORK w .c TOP AND TOE OF SLOPES, AND ALL , � OTHER GRADING INFORMATION SEE ��� Q GRADING PLAN SHEET L-2. '9J ` .'iii i:T:.-. ..-.'.-�'�:ii..•.i�......'i iiiiii ili.f�jl ti iifiT TtT iiTTTTTiTIi..ifllilTTTTTTRTI-fTTTfTTiiii ilii •.TTTTi.T ..T. i:iiTTii........ IMIT OF - WORK _ - K Oc _ - - - Cn R.MUSSER MIDDLE SCHOOL i :a SRE LOCATIONw—, • Y C A E ` SCALE r=20' TEA `'s, CITY . DESCRIPTION OF REVISION GATE APPROVED ya+�T. 126.� . CITY OF RANCHO CUCAMONGA �0-• LIGHTING PLAN TERRA VISTA JUNIOR TRAIL ATR MUSSER MIDDLE SCHOOL �l�� O� # 2 ?�18o I� � ►�I(O�-0 �� -10OH .SdHOO 1�►�NIA LEWIS HOMES `�ti PP Iq `C1 APPROVED BY - _ o� 'rL1 `�� �o \� :,��1., .� � /2 GATE J,j3Ezg1needng ^ 'r CITY ENGINEER RC.E No. 24953 Consulting Electrical&- Mechanical Engineers \ `r uC t�F, I��s r ? oEs1cN RECOMMENDED KEY �� �:E� LLu).MAP N.T.S.N TSz 6.J3�413 J•; �',-Y.. lands Architerhne/Ptdrmin ► uA a DRAWN 1750 E3St Deme Awnw S HE E t J&Rta Ana, CA 92705L— 1 2of 13 27001 FormES ROAD-SUI1E 9-LAGUNA,NIGUEL.CAUFonI4!A 92677 �' �lA/E O f C (���\ CHECKED (714)250-4822 Fax(714) 752-2469 DRAW I y G No 011ANCE COUJTY:(714)3G7.9001 -RIVEfTSIO@ COUNTY.(7 14)GOO-0779 •FAX:(714)3G7.9004 RCE NO • DATE FILE NO SHEET NO. /3 OF /I.- 10 f IZod I� Py• �J M I1 )h-fi �! ��►� _ GENERAL NOTES AND SPECIFICATIONS FIN�hN • DF,v�^�E - 1o�IPh-IZo - rG*''n,!'PoFi WI-IR &5� '�(�{I(�K! 1 . VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS 20. ALL BROCHURES OPERATING MANUALS . CATALOGSDRAWINGS, f0t,*AI� 04J , I� y�l SHOP . .k ff'ID��i � DFi (ELECTRICAL ) AND EXACT LOCATIONS OF SERVICE FACILITIES ETC. SHALL BE TURNED OVER TO THE CITY AT JOB COMPLETION . fol" QOVID H' 044P 0 J BEFORE SUBMITTING BID. SUBMITTAL OF BID INDICATES lEOttNTING ��lA /_ PANEL ' NPOcI © O MAIN 61y �I��Y O 0 CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK 21. ALL SUBSTITUTIONS SHALL BE SUBMITTED IN WRITING TO THE 1� TO BE PERFORMED. ARCHITECT TEN 10 DAYS PRIOR TO BID. SUBMITTAL SHALL IZO ?�a7 VOLTS I P"ASE -w/RE Nus look INCLUDE, BUT NOT BE LIMITED TO, COST SAVINGS, WRITTEN REASON 2 . THESE DRAWINGS ARE DIAGRAMMATIC AND ONLY INDICATE THE INTENT FOR SUBSTITUTION AND A WRITTEN STATEMENT THAT IF THE WATTAGE L R r s C s r R L WATTAGE OF OUTLETS, DEVICES, ETc. .TO BE CONNECTED AND THE CIRCUIT SUBSTITUTION IS APPROVED LOCATION a C S w C C K C IN C T •A �E LOCATION NUMBERS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR DELIVERY, CONSTRUCTION TIME ORECOSTRE WITO OTHERLL BE NTRADESAY IF SA on C SHALL INSTALL ALL REQUIRED J-BOXES ETC. AS REQUIRED FOR A A,YI/( � (p t 2 ZOO I�•I • GO R•o COMPLETE AND OPERATING SYSTEM WHICH FALLS WITHIN ALL LOCAL REQUESTED, SAMPLES OF ALL ITEMS WIRED WITH PLUG FOR 120 VOLT p�,l 8( 1 3 4 �. 00 INF/ -0 I AND NATIONAL GOVERNING CODES . FOLLOW PLANS AS CLOSELY AS OPERATION. aLL SUI3gTITUTIoNS MUST pSE ,4pp120�/� t T CrT-T Q� 5 6 Lj � VIAMIAW h(RAll�hlf F.•V pow, POSSIBLE AND REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR 22. PROVIDE' ENGRAVED PLASTIC NAMEPLATES FOR ALL MAJOR PIECES OF 7 8 D��A'rP�l� *ja- D� 9A$*- 0900w DETAILS, EXACT EQUIPMENT AND OUTLET LOCATIONS . EQUIPMENT. PLATES SHALL BE 3 PLY, BLACK FACE, WHITE CORE 9 1 �`Nlyrl 'fo MarGl� FI '�� WITH 1/4" HIGH CONDENSED GOTHIC LETTERING. SCREW-ON 1110121 pgovi D 114 *ON L7 PA. j 3. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERROOF. ATTACHMENT ONLY, NO CEMENT. WATTS: *A= t= 301 4 . LOCATIONS OF ALL EQUIPMENT SHALL BE VERIFIED PRIOR TO 23. PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE ELECTRICAL TOTAL WATTS= 0 ANIrROUGH-IN. "AS-BUILTS" AT THE COMPLETION OC THE JOB, SHOWING ACTUAL 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED DEPTHS AND LOCATIONS . � Y If i ` ' / N • IO�O� A4/0/4,ti�INt�f�► �ifE�+3/WG)• IN COMPLIANCE WITH OSHA. 24 . ALUMINUM CONDUCTORS OF ANY SIZE SHALL NOT BE USED. ,1 DA 1 1�� ��„� � Y� ! -I IM `��I�� �, ILS 6 . P.V.C. CONDUIT WITH CODE SIZED GROUND SHALL BE USED '(IMF�hWI'fGl� JI-IAI� �� PR'P�FM N1�8l�fi� ►J� I1��Ot� G�II/f Dpe�'�f�P�l' �iR1�i' UNDERGROUND ONLY, IF APPROVED BY LOCAL CODE. INSTALL PER 25. WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND ANOTHER ELECTRICAL SPECIFICATION ISSUED AS A PART OF THESE w `' I r I�D,AP�o A", FWIPV P,61 �,. GAP* FI�Iy�F,p �p� LOCAL CODE REQUIREMENTS . CONDUIT RISERS AND STUBS ABOVE O � � (Z� I G.O. DU �} 'O I�lfo d� I y� �D GRADE SHALL BE I .M.C. WITH HALF-LAPPED TAPE COVERING OR PVC DOCUMENTS THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL. AA? wk� PpPi F��� dqv- 0 rw.1 U �. 0 199 A4640? ��sJ ADV* COATING. 26 . SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL y' 6�pD•�� I C , ' �/ EQUIPMENT INCLUDING BUT NOT LIMITED TO: SERVICE PEDESTAL, eems� ,,✓ D G 7 . CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, LOAD CENTER, LIGHTING FIXTURES AND CONTROL EQUIPMENT. EQUIPMENT, INSTALLATION, CONSTRUCTION 'POOLS, TRANSPORTATION, SERVICE PEDESTAL FOR UTILITY METERED SERVICES SHALL BE 00�R-i!`il:'f'rl7 GONPOc���'1fi1�� OP MV W PtOWAkL,�. 'fIMt,*WI'f(-44 10Au/ bf/ W� I 4 �G �I"+�� ETC. FOR A COMPLE'T'E AND PROPERLY OPERATION ELECTRICAL '(OR-!L*` I��h2t00' PI�O'1'0 -G6u, 40�fOV *HAWGG DAY'�vrJ '1�/11N41I) I ���J�ij�F,}7 (���j SYSTEM. SUBMITTED BY THE CONTRACTOR TO THE SERVING UTILITY AND (J I APPROVED PRIOR TO FABRICATION. S . ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR �� ' � t" ' • ' _ �/'f+U ��' Y EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED 27 • PROVIDE THE CI?"Y WITH ONE SPARE SET OF EACH SIZE AN� TYPE ;.}! OF FUSE INSTALLED ON THIS PROJECT. Ir-I�TTil I��_ I % u^)� "T� AND APPROVED BY UNDERWRITERS ' LABORATORIES, AND SHALL BEAR JL4 III I I -Ii IIIIf= �- = Ili THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MIIJ, Z 2 �-ShP �P� MATERIAL SHALL MEET WITH THE APPROVAL OF THE DIVISION OF BENCH MARK - � - INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING BENCH MARK NO.96-B _ --Gd1•IJURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE AT THE NWC OF HAVEN AVE. & WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S. I . , U.L. , 19TH ST., 44 FT.W.SHAVEN & -P �Fi�tl�'I�ti�V �,��t N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS ' 83 FT.N.�I9THST.,SET DRIVE L9 .� RECOMMENDATIONS . PIN W/C.S. TAG IN TOP AT E. END OF A HEA WALL FOR3-24"CMP--ECFV. 1430 ALL CONDUIT SHALL BE INSTALLED CONCEALED WHERE PHYSICALLY .686 ,Lf (,�.�jTE Fd(11�IP�1�1 POSSIBLE. ALL EXPOSED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT. IF VIEWED BY THE PUBLIC, PAINT TO MATCH SURFACE TO --Ib--�' --Ib-- WHICH IT IS ATTACHED. ZODO Pl9. Z$ �YLj �4r• GOM (1fPiD 10. CONTRACTOR SHALL CARRY OUT HI3 WORK IN ACCORDANCE WITH ALL I Mt�ffi� �G(/flotJ IOODc�j h GOVERNING STATE, COUNTY, LOCAL CODES, O. S . H.A. AND THE D��/OhI1�G(�I �wl (0 PRESENTLY ADOPTED NATIONAL ELECTRICAL CODE (N .E.C. ) . I zP w'f�i TY P� 'T' ��IT�rI � � 1�0 �� 11 . THE COMPLETE ELECTRICAL SYSTEM SH41, BE GROUNDED IN l JON' P►*t), OI �Wr'1Fi` POJhI'f 'f4b,IIJ01WOF fftwFIP , Or fo ISWOVt df o, Dft , ART.025COE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C. , pl*fW6� 1pI o�otJ IMI. . Ovvl Nkmv6f- me Ro f% 12. ELECTRICAL CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING I PERMITS, UTILITY CHARGES AND PAY FOR SAME. COORDINATE AND I 61•��i. 619,rd( pcF 6 - PoU% JAY IIJ90fX l W ,&,0P PWMftv. "EifOr 'f0 rlpgO PAY FOR ALL ELECTRICAL SERVICE CHARGES WITH THE BUILDING I kM p"H FOL-fool. DEPARTMENT, SERVING UTILITY AND OWNER . COORDINATE TEMPORARY L _ I F finf/ l y �p D6 loo Au, "-I I�i�' w^L#-1j y Podww Od f I e PI Ni rML, CONSTRUCTION REQUIREMENTS WITH ALL TRADES PRIOR TO O ,�� CONSTRUCTION. FILO. 04 F1010H fo MA1(/I4 Go�I GI T Fi Wk;4J ( AFT F'Dofi l y I PKA1AA P� FLAJ M 0'• 13. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE ( 1 ) f r/1 Ff.&VlVfi WLV JO�IJ-( a�adidV FPPL,paft• YEAR AFTER DATE OF ACCEPTANCE BY OWNER . ANY WORK, MATERIAL O OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE gor^ : �r -- IS �C _l��-T-a•r J � ��5`�Z�v CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OFTHE ELECTRICAL CONTRACTOR. 14 . CONDUCTORS SHALL BE CODE GRADE, 600 VOLT CLASS, COPPER P N 00*000; (UNLESS OTHERWISE NOTED) MARKED 24" ALONG IT' S LENGTH ,1 , I ' I ee SHOWING MANUFACTURER ' S NAME, MAXIMUM ALLOWABLE VOLTAGE AND I- mmo 11 i1 N FO�J V� (A rJf ���,v fJOf 1N r`too � 1 1 ( `I `� �� N • SIZE. CONDUCTORS SHALL BE TYPE "THWN" (WET) . DELI VER THE WIRE TO THE SITE IN UNBROKEN PACKAGES . SEE NOTE 024 . �Xv�vl 0;490,9 N.5.�• t rilIJI MLIm 9Yi)tv'1 ('1p0j �D l Q FIN 1 15. ALL CONDUIT ONLY (C.O. ) SHALL HAVE A PULL WIRE OR ROPE. 19 Z5 O� y. 4k, `f y�Aw C2-v 7" 16 . USE ONLY COMPETENT AND SKILLED PERSONNEL AND PERFORM A[.L �nolTio J o �o� �► �a��v. WORK, INCLUDING AESTHETIC AS WELL AS ELECTRICAL AND 1 M MECHANICAL ASPECTS TO STANDARDS CONSISTENT WITH THE BEST o PRACTICES OF THE TRADE. 48" 4Y 17 . ALL ELECTRICAL SYSTEM CONDUCTORS SHALL BE INSTALLED IN APPROVED METALLIC RACEWAYS ABOVE GRADE. NON-METALLIC SHEATHED CABLE IS NOT APPROVED. 3" MINIM FINISHED GRADE le . PROVIDE A MAIN SERVICE PEDESTAL WITH AN UNDERGROUND PULL UJO�&, `� �I 1 #6 CU. SECTION, METERING, MAIN DISCONNECT DEVICE, DISTRIBUTION Ltooe y � SECTION WITH A BRANCH CIRCUIT LOAD CENTER WITH RATINGS, COMPONENTS AND FEATURES IN STRICT ACCORDANCE WITH THE ngfneering SERVING UTILITIES AND CODE ENFORCING AGENCY. METER PEDESTALJB nn 24" MI TO HAVE SEPERATE BARR I ERED COMPARTMENTS FOR CONTROL DEVICES Consulting Electrical do Mechanical Engineers -- = AND IRRIGATION CONTROLLER. SEE DETAIL. 3 SHT L-f) II A) PROVIDE FULL-SIZE MOLDED CASE THERMAL MAGNE IC, , AUTOMATIC h TRIP, PLUG-IN TYPE, 10,000 RMS SYMMETRICALPS MINIMUM, ELECTRICAL WITH 75 DEGREES CELSIUS MINIMUM TERMINALS . 21tlD1fQgeEs ROAO.9UTE 9•lJ►(1U1'IA NtOUQ.CAUF0IWIA OQeT7 ORAN(3F COI�TY:(714)3Ql•00pt•RtVERStOE COUNTY`,(711)a0r}-0770 •FAX(7t4)W-0"CONDUIT RUN 19. PROVIDE ALL LAMPS, SUPPORT DEVICES, LENSES ETC. FOR A �- BELOW 17MAOE COMPLETE LIGHTING SYSTEM. ALL LAMPS SHALL BE G.E. , SYLVANIA OR PHILLIPS . 7 6 I DESCRIPTION OF REVISION DATE CITY APPROVED METER PEDEST ET a OTES: CITY OF RANCHO CUCAMONGA O � 5t-fi � O WITH MAIN FUSIBLE s-rf•Nh I� r ,Cz*4r>cv1_, e SW INDICATED. LIGHTING DETAILS NOTES >J.LCT.osv► - O5 SECTIO CONTROL DEVICES. TERRA VISTA STpN RAIL AT R . MUSSER MIDDLE SCHOO 53°1. UNIRG PULL SECTION WITH LAUDING LUGS y rQUIRED_ �7 5/8" X 10 FT. DR W- ROUND LEWIS HOMES ROD. MIN. 25 OHMS. �`�l ,11►A tAft APPROVED BY DATE. O3 T ONLY OUT TO UTILITY POINT OF RODS AS REQUIRED. MI FT. - ECTION. VERIFY EXACT LOCATION MAX. OF THREE RODS. �� CITY ENGINEER ��� R.C.E. N0. 24953 11TH UTILITY CONSULTANT PRIOR TO BID. � o � _ DESIGN . RECOmmENDED LAND COWDN LTD. W Lx Not .Y_ Landscape fthileclurelPlannk.4 - Izov 0� 00Ad,pit, .YM 56 ��/ DRAWN 1750 East Deere Avenve G HF F T (►d, JSanta Ana CA 92M moi+ 13 (714)25 4822 FaX(714) 752-240L 1 G NO C c� RCE NO Iq DRAWING NO -L DATE FILE NO _ :, SHEET NO. 14 OF 14.