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HomeMy WebLinkAbout2082-L DEVELOPER/OWNER LANDSCAPE ARCHITEC I URAL PLAN .S BASELINE ROAD 2900 ADAMS STREET SUIT C-25 TRACT 16776 CUCAMONGA, CALIFORNIA RIVERSIDE, CALIFORNIA 92504 (951) 354-2121 Fax (951) 354-2996 LandscapeMaintenance District NO 9" VICINITY MAP GENERAL NOTES SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. Vl(-.TQRIA S1 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY SWEET N0' TITLE DAMAGE INSURANCE AS REQUIRED BY LAW. L-1 TITLE SHEET 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT w 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. Q SITE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-2 CONSTRUCTION PLAN 0 15 RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L"3 IRRIGATION PLAN �_ w Q z< LBdA DR HAVE BEEN APPROVED BY THE CITY ENGINEER. w 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-4 PLANTING PLAN a WIDE FLAT AREA AT THE TOE OF SLOPE. BASE LI RD 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-5 IRRIGATION DETAILS 4 NOTES ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW PLANTING DETAILS 4 NOTES GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. �-"� IRRIGATION 4 CONSTRUCTION SPECIFICATIONS 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. NUI 10 SCALE 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. �-"$ PLANTING SPECIFICATIONS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS �� 3. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE LAND,�C A P E MAINTENANCE DISTRICT RESPONSIBILITY MAP FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. p�` h * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: FRANK RADMACHER ASSOCIATES, INC. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 14841 YORBA ST. SUITE 204 TUSTIN, CA 92-180 (114) 832-1114 Fax (114) 032-5I21 rt nr w CIVIL ENGINEER: THIELMANN ENGINEERS a 221 SOUTH GLASSELL STREET ORANGE, CALIFORNIA 928ro6 (114) 144-9l00 Fax (114) 144-9312 GREEN CANYON DRIVE b LANDSCAPE QUANTITIES y 11, ai LIMA DRIVE BASELINE ROAD 1(0,930 TOTAL S.F. OF NON-TURF LANDSCAPE AREAS C'llurAI�I M � � $ TOTAL S.F. TURF Q O r 13,600 TOTAL S.F. HARDSCAPE AREA (INCLUDING WALKS (4416) BEYOND 4' WIDTH) TOTAL S.F. TRAIL AREA CIF APPLICABLE) DESCRIPTION OF REVISION CITY r DATE APPROVED 30,530 TOTAL S.F. OF ALL AREAS .10 TOTAL ACRES CITY OF RANCHO CUCAMONGA r Fcw o r $ TOTAL L.F. OF TRAIL FENCING 10l.L7EL ROAD Wy TOTAL L.F. OF CITY MAINTAINED WALL � U � TRACT 16776 RANCHO CUCAMONGA TOTAL L.F. OF CITY MAINTAINED FENCE TITLE SHEET r TOTAL STREET TREES BY BOTANICAL NAME: F} ► 02�23 APPROVED BY: DATE: v r Underground Service Alert CITY ENGINEER R pp,0of 9 PINUS CANARIENSIS - CANARY ISLAND PINE / CE. # 2,4953 g�SE ��NE R O SCApF �� DESIGN PLAN PREPARED RECOMMEND D R 22 MAGNOLIA GAND OR - OUERN MAGNOLIA F.R. FRANK IFLA STHCALL TOLL FREE j _ FRANKRADMACHER i � 14 ASSOCIATES, INC. 1-800-227-2600 �b DRAWN SHEET L.M.D. AREA 2 PODOCARUPUS GRACILIOR - FERN PINE , * STAFF Landscape Architects L— Ax Oat* �\ PHONN (714) BU-1774 FAX(714) 892-6721 1• OF y 14841 Yorba Street. Suit 204 TnstSn, CA 82880 TWO WORKING DAYS BEFORE YOU DIG fF OF C A1.\� CHECKED DRAWING NO. F.R. DATE 3/27/2006 R.L.A. NO. 1110 2082—L PROJECT SHEET N0. 14 OF 21 BOULDER SIZE AND LOCATION PER PLAN 1/2"POLY-FOAM EXPANSION JOINT 112"RADIUS 5' WIDE SIDEWALK PER CITY 5TANDARDS � 534 CONCRETE HEADERK53�4 CONC -------------- ----- ------------ - --------------- -- RETE HEADER : �� UNDISTURBED NATIVE SOIL ADJACENT HARDSCAPE REFER TO PLAN PROP05E0 TREE/5EE SHEET L -� 24'10 BOULDER 18' t R / 24'41 BOULDER °o ---- _____ NOTES: i 16,40 BOULDER 24'10 BOULDER _ - - -__ ® --� O _ 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS j 18' BOULDER IS' BOULDER _ — — SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE / 24 BOULDER t7 0 At` ® BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. O 2.V2"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. O � � � � � � •• �7 •O O°� ®�• ,��L •� 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. o Q o0 gliGN aL OQ dLiG{�t !� O OO 1 4.90%COMPACTED SUB-GRADE. 24' BOULDER I Al '1Ca1�( u-- 18' SOUL 18' BOULDER 0 _ CITY OF RANCHO CUCAMONGA, CALIFORNIA STREET LIG T 1 � APPROVED BY: BOULDER PLACE STANDARD PLAN BtR T L�Nt i, 18'0 BOULDER i ; o PLACEMENT Is 1✓I 1 y 642—A 1 I > CITY ENGINEER OI 8 REE( J.I�{�t �n 1 �O, I Ig' 52 ; w R.C.E. DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 L MORTAR EVEN WITH FLAT SIDE UP ' 20' cURe 11001.CURB AND WALK MMM JOM18 TO ACCWI'OM Ir / i / / CASE 1 2X COBBLESTONE Sm" 24'0 BOULDER 1 8'0 BOULDER 18'It BOULDER 24'm BOULDER 24' BOULDER le'0 BOULDER °4 4 24 0 BOULDER 24't BOULDER 18' OBOULDER 1 `� • IVO BOULDER , 4 4 '•4. a a . ,'4. 3" MINIMUM CONCRETE am26 UNDERNEATH COBBLESTONE ® O °O O 00 0 °vQ O o0°O r- 1 Pae OW Pull+ / 18 BOULDER v Q O o CA p0 O �Q 0 00 Q Q o O CASE 2 LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT 24'4 BOULDER1 EDGE OF COBBLE 36' BOULDER 24' BOULDER,,/ 23� 31l ; "`� COBBLESTONE ita 94' ' 545EL. INE OAD ' � ' ___- 1 3-1/2 MINIMUM 1 I I� 141 20CASE 3 CONCRETE BED 1 ^2* MAX, MORTARED STONE SWALE 64"2 C0E3E3LE5` ONE — -�— 4' ��2 TYPICAL PROPOSED TREE/SEE SHEET L -6 ' 1 COBBLESTONE 4" CONCRETE BED CONCRETE CURB BENEATH COBBLE W/#3 BAR 1 2- MIN. / 4- MAX. RAD. 8" PCC MOW CURB CURB & GUTTER SEE DETAIL FOR PER CITY STD. 534 END CONDITION 4 4 6" PCC MOW CURB PER CITY STD 534 PLANTER COBBLESTONE AREA HARDSCAPE a � 4 4 N SIDEWALK HARDSCAPE _ PROPOSED TREE/5EE SHEET L -ro 5' WIDE 61DEWALK PER CITY STANDARDS JOIN AT RIGHT ANGLES (TYP.) 24" NOTES: 3' MIN. MAX. RAD. EXISTING CURB 1. CONCRETE CLASS 520—D-2500. OR WALK 56 2. S SE�$p OTHERWI t;O$PECiFIED, SHALL BE END CONDITION to NES: MAX. 18"MMPI-NN M�. 8" WITH ONE FLAT SIDE l✓ 55 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 10' 10' 10' f0' f0 10' 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT 10' TO' ;01TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO "DRY-PACK" IS ALLOWED) 641 5. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO V�J PROCEEDING WITH REMAINING ROCK WORK. 8. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. _ _ --- -- 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 8. ALL COBBLE STONE AREAS SHALL HAVE 8"x6' CONC HEADER AS AN EDGE AT PLANTING. k>t LO 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2R MIN. AT ALL TIMES WITHIN THE R.O.W. N CITY OF RANCHO CUCAMONGA, CALIFORNIA 18' BOULDER O o O°o Q O ' - Q APPROVED BY, RIVER WASHED GRANITE STANDARD PLAN 24'� BOUL0 Ro 1 36 BOULDER " o o a- " — O ® `- COBBLESTONES 542 18' BOULDER 18' BOl1 0 0 (.( ( Lu CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ST LIGHT 18' BOULDER BOULDE T' R.C.E. 24953 SHEET 1 OF 1 36'� BOULDER • o ' 1 10' 18'0 BOULDER - o o isBOULDER 55' STREET LIGHT o0° o ° ol IV BOULDER 1 36'* BOULDER 4311 1 IV,0 BOULDER r31 i j 24'0 BOULDER 31, 24'0 BOULDER 24' BOULDER / BtET L!G 28 3610 BOULDER / NT 1 W 24' BOULDER NO• DESCRIPTION Or- REVISION DATE CITY 1 I _ _ , 00 4F_ i - 1 o30 CITY OF RANCHO CUCAMONGA 73 i �v � INE -�24�0 BOULDER t L V BASELINE ROAD TRACT 16776 RANCHO 35� 4,51 18'� BOULDER o $,4 CUCAMONGA, CA ' 3$' 22' CONSTRUCTION PLAN 1 2 SCALE: 1'=20' i +'223 APPROVED BY: PROP050 tRE15E1= 5I-41=Iet L -6 ' 542 C0;:3I=-3LE5�'ONE 42,4 (SPANITE BOULDER DATE: E i/ �'1'PIC�4L CITY ENGINEER �� RCE: 24953 L -2 TYPICAL L -2 �pNDSCA � DESIGN PLAN PREPARED BY: / �� lRECOMMEN ED .� FRANK cry' ,�*� r-�- RADMACHER I �r e` DRAWN ASSOCIATES,INC. SHEET * r w s * `'`' 1_4_ _ Landscape Architects r t/1 Q Y i Y. PHONE(714)832-1774 FAX(714)632-5721 Z OF 7 Dote 14641 Yorba Street,Suite 204 • Tustiu,CA 92780 l� OF C Ai � CHECKED EMAIL: F-R-A@PACBELL.NET DRAWING NO. r DATE: 3/27/2006 RLA NO. 1110 2082-L PROJECT SHEET NO. 1, 0F _2-L SYMBOL MANUFACTURER MODEL NUMBER TYPE PEi PSI RADIUS DETAIL REF. PRESSURE CALCULATIONS `Q b- `2 RAii`BIRD MPR 1812-SAM-PRS-5H,T,Q,vAN,vAN SHRUB 2,13,1,4,2 30 5' 539 POiNT OF CONNECTION ELECTRICAL POINT OF CONNECTION WATER METER M I SIZE 2' WATER METER SIZE DOMESTIC 2' ELEVATION 1295' $ \d_ RAl>`iB11RD MPR 1812-SAM-PRS-SH,t,Q,vAN,VAN SH5SOURCE O RUB ,4,3,1,5 30 8' 539 SERVICE LINE SIZE 2' DEVELOPER SHALL PROVIDE 110 VOLT ELECTRIC STATIC PRESSURE r-+tg�, 150 P.3.L Low 135 P.B.►. WATER METER STA. + 0630 SOURCE FOR AUTOMATIC CONTROLLER TO THIS F INFORMATION RUSSELL SILVA C.V.W.D. FLOW TEST ELEVATION OF METER 1294.45' AREA. THE EXACT LOCATION OF CONTROLLER PHONE NUMBER (909) 483-1440 $ RAi>\iBIRD MPR 1812-SAM-PRS-I2H,T,Q,VAN,VAN SHRUB 13,.9,x,1.1,4 30 12 539 HYDRAULIC GRADIENT 1641.5' SHALL BE DETERMINED IN FIELD PRIOR t0 DATE OF INFORMATION 1-11-2005 Q `� RAINBIRD MPR 1612-SAM-PRS-I5H,T,Q SHRUB 1.9,1.2,.9 30 15' 539 STATIC WATER PRESSURE 150 P.51 INSTALLATION. CONTROLLER SHALL BE iNSTAL- MAX. G.PM. FLOW 36 H.G.L. MEAN ELEVATION 16415' (REQUIRED IF STATIC AREA SERVED (Acre) 16.930 C39 AC) LED IN AN ENCLOSURE AS SPECIFIED ON IRR(- PRESSURE UNKNOWN) CATION PLAN LEGEND. WATER METER ELEVATION 1286' 1346.5' X .433 150 P.S.I. f ' ��, J��- l _ �_ REMOTE CONTROL VALVE " 6 I V 1-1/2' MAXIMUM DEMAND 38 G.P.M. i f Q I I t _ ELEVATION OF HIGHEST HEAD 1301.80 � 7_- i \ - COPRESSURE 0 R.G.V. 49.8 P.S.I �-�, � \� 5S �`� QTY. SIZE ITEM Iu► 2" P.S.I. L088 WATER METER i i ` 1-I/4 1 I/4 1 1' PRESS. REG. (FALL-OFF) 15. 10 314-_ _�.__�_ _ -- __ 1- _ 3/4 1 2' R.P. BACKFLOW DEv(CE 12.0 -- —U- 1-1/4 II ` -- 3/ iN 1_ �` �\ - 1 1-1/2' FLOW METER I I/2 1/2 i/2 _— — —.; 1' �_-_ `' 1 1-1/2 MASTER VALVE 1.5 --Z - - - - - - - - - - - - - - - - _ - = _ -- - i/2 ,, ,, , �. ��. - _ 2 2'1 E LVE (S) GATE VALVE i.o - - -- - - - - - - - - h _, f — = 325' 2 L E MAiN IN 7 _ II C� u�"�...._t_l "� c c 1 1 �t _ - ' MAIN LINE 4.0 _ - � ' `^y R.C.V. ASSEMBLY 3.5 r LATERAL LINE LOSS 4 3/4. \ 1 I i� i /a i i --� �-----� 3� LATERAL LINE LOSS 1.1 I 1161 o V0030/ r ` 1 -_ -� � I LATERAL LINE LOSS 1.4 1292.98 - _ ;� c� ti %^ 1 TC - C1 FITTINGS LOSS (101%) � 436 3 436 - -1 �— I I 1295.(6 ELEVATION CHANGE (+-) 13 1' 1 - 1/4 "� I 1 I (+3') , 1' u lU TOTAL SYSTEM LOSSES: 42.5 1294.22 2 Uj PRESSURE TO OPERATE HEAD: 30.0 / II TOTAL PRESSURE REQUIRED: 12.5 I J LOWEST STATIC PRESSURE AVAILABLE: 135.0 PRE-SET REGULATED PRESSURE (IF REQUIRED): gp,p V--"_ 1 I I , I , F- RESIDUAL WATER PRESSURE: 3/4 11.5 ;j(n -i 1-i/4 1 ° 9 '� II I I I I I li 2 It CiTY REQUIRED RESIDUAL WATER PRESSURE: 15-20 P.S.i. G u u 3/4 i/2 I � _ C,3- .." ccs,-." ��-��r; _ 1/2 _--- >. ,•/ ./( f -.,'�-'�°!Ci}.f �C5 r / C-7 ., O � �if-Y- -- — '-Y-_" � ., , � ��/rt �_ <� ? � / -� C,, ,j)�.l � ; �]<} <� _ 'C�`i `irk +._-.'�-�...�_"/' a /` �✓i ! '�f'1 L��,'... C,••}�/' `1"_�.. -. � 'Q .� r r� r r r s ae.� r—r r r—r r .r r r r e r y�C��- J _P C��� r`�` C'1'/`T-/� (� .y _ 4 , .. L" -i- �i�r;r Ly C�. • ', J n C- O iC 1 C, C._} ? ,;� / J ;�_ // / C7 -J �, .t 3/4�. r�',.G3/4 1-1/4 SYMBOL DESCRIPTION DETAIL REF. BASE L INE ROAD NOTE: BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD � RAiNBiRD OF-FB-CP-PRS-D BRASS ELECTRIC CONTROL PRESSURE REGULATIWG VALVE-SIZES NOTED 520 WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL REQUIREMENTS OF THIS WORK ® 3/4' RAINBIRD e33DNP QUICK COUPLING VALVE-INSTALL MAX. 150' O.C. 536 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS At THE SITE PRIOR fi0 COMMENCEMENT OF ANY WORK. ALL H NIBCO +'585-10-66 BRASS BALL VALVE, LiNE SIZE-INSTALL iN ROUND BOX 518 DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY INSPECTOR. 0 2' FEBCO OMY-BV-2.00 REDUCED PRESSURE BACKFLOW DEVICE-INSTALL IN VANDAL RESISTANT 511 ALUMINUM LOCKING ENCLOSURE COASTGUARD SHACK CGS 2-INSTALL PER LOCAL CODES I' WiLKiNS SOO BRASS PRESSURE REDUCING VALVE-SET a 90 P.S.I. DISCHARGE PRESSURE 519 ® 1-1/2' SUPERIOR "33100 N/O BRASS MASTER VALVE-WIRE TO MASTER VALVE CIRCUIT 516 ® DATA INDUSTRIAL *220P-1.5 FLOW METER-INSTALL iN RECTANGULAR BOX 516 O CALSENSE 1ET2000-12-LR/RR,W/TP-I,TP-110 w/LR/RR DOME AUTOMATIC CONTROLLER (12 STATION) 522/524 INSTALLED IN A ViT METERED STAINLESS STEEL ENCLOSURE MPS-Ai6-IOK AND CONTROLLER ENCLOSURE SB-1688 WITH CAL-SENSE OPTION. - -- --- PRESSURE MAiN LINE PIPiNG-FOR 2' USE PVC CLASS 315, FOR 1-1/4' t SMALLER USE PVC SCH. 40-BURY 532 MINIMUM iS' DEEP-SIZES NOTED NON-PRESSURE LATERAL LINE PiPiNG-USE PVC SI 40-BURY MINIMUM 12' DEEP-SIZES NOTED 532 \� I �. \ i ' / -—_ ALL LATERAL AND MAIN LINE PIPE t0 BE INSTALLED WITHIN A PVC SCH. 40 PIPE SLEEvE UNDER ALL 533 HARDSCAPE-INSTALL MINIMUM 30 DEEP-SIZE t0 BE A MINIMUM OF TWICE THE DIAMETER OF THE PIPE. J J I ✓ _ _ _ _ _ _ - PVC SCH. 40 ELECTRICAL IRRIGATION CONTROL WIRE SLEEVE UNDER ALL HAROSCAPE-INSTALL 533 MINIMUM 30 DEEP ® 2' DOMESTIC WATER METER BY DEVELOPER-WATER SERVICE PROVIDED BY G.v.W,D. 1909) 981-2591 EXISTING WATER PRESSURE 150 P.S.I. (INFORMATION PROVIDED BY RUSSELL SILVA a C.V.LI 1/11/2005 I _ 2 ,,; - -_ -_ I-1/4 VALVE STATION NUMBER T _; -!i-i-<= '>>.._.',Cr-a C ., -i.(-�-) "'Oi• �.r -.�.--S-{l'''c� '' r—rra �- � •�f ,..r` �1 � c - 4 / � ' *— --AREA IN SQUARE FEET ------- 411-1— -14 `6 I-i/4 VALVE SIZE \ 1063 - -- .I'._ _ „-` �jw � 2 9 6A �_ � ® ��_ � HIGHEST:`%--;^ 1301.80 HEAD U �O 319 r i Q 2 ►' �'� ! 1299.82 - 3/4 1/2 ---------- 0 ---- T- �r 'T'� � 211 ----- - ----- �a., -.� -_ - �� 1 �� NO. 1DEScRIPTION OF VfS(ON C" AT� APPROVED -114 3/4 allCITY OF' RANCHO CUCAMONGA 3/4 , 1/2 i I/2 J / �5 BASELINE ROAD E3 INE ROAD 3/4 r )1 TRACT 16776 RANCHO CUCAMONGA, CA r r SCALE-* is=20' IRRIGATION PIAN . . le Of FRA x'2123 APPROVED BY: DATE: S 6P 0 CITY ENGINEER f', __ ��� RCE: 24953 CAPF �� 9C DESIGN PLAN PREPARED BY: RECOMMENDED FRANK ng v RADMACHER '' ot� Q� -' DRAWN ASSOCIATES,INC. SHEET Blew I Doe GJ' - Landscape Architects ��Q Lf1 z Q PHONE(714)832-1774 FAX(714)832-5721 J OF DOT® 14841 Yorba Strem Suite 204 • Nstin,CA 92780 O�� CHECKED EMAIL: P-R-AQPAC$ELL.NEr DRAWING NO. OF CA��F �� DATE: 3/27/2006 RLA NO. 1110 2082-L PROJECT SHEET NO. _16 OF _21 MEDIAN 4 12 T2 1 88 .. 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C? is=-c'>.='n: : ,•'". .,) r) rC' ./ C.; • • • • , , , ,..- �..!, <. ,x-', " -�i r.4-'' ` ; • • • r • 5� !? ..' l •,-/ `rJ, s , ..`--;✓ C `) .. ` r ^' / , "j t7 O/, • , , "'<. 1 ;r " 'c. i _ `3 _ _- • .GAJ=:.t . .: .,^:� ! _=' l.J f � ,'r- • • • • • • Cti) J.� r. \, !)/ C. - . ;:i- r: -.^..,,. • 1 1 1 ..._. __.._—_..-_ - '=`--c::=1=w1 i!,} •.j,, .. ., • • • • • • • • • 1 1 • • • • • �.),r i :-5r ^ ) .- r n C (": ,+„ r ,C.}._ , / v�y "C'`r • • • • , , • • , • • • • , , , , Cie .fit-�4' t r^'' .'..G.. ." .1,-..C'.S.�.L � 1 TI 1 513 • ' • • • 1 •• '. 1 • / 1 1 • •• • • • • • • ; - 1 2 4 I9 512 10 1 f3A5E L_ INE ROAD 512 511 4 513 8 8 55 55 IZ 1 PLANT MATERIALS LEGEND T1 SYMBOL BOTANICAL NAME COMMON NAME SIZE / SPACM QUANTITY TREES: COE3 3L.E5�'ONE - TYPICALTREES: TI PINUS CANARIENSIS CANARY ISLAND PINE 24' BOX s 25' O.C. 9 REFER TO GON5TRUCT I ON 5HE E T L -2 T2 MAGNOLIA GRAND IFLORA 80UTHERN MAGNOLIA 14' BOX a 30' O.C. 22 T3 PODOCAIPUS GRACILIOR FERN PINE 36' BOX STANDARD PER PLAN 2 SHR Z& 81 XYL05MA CONGESTUM 'COMPACTA' DWAFIF SHINY XYLOSMA 15 GALLON a 8' O.C. 26 82 ABELIA GRANDIFLORA EVERGREEN ABELIA 15 GALLON 9 5' O.C. 42 83 PITTOSPORUM TOBIRA 'VARIEGATA' VARIEGATED MOCK ORANGE 15 GALLON 0 6' O.C. 18 84 PHORMIUM TENAX 'TOM THUMB' FLAX 5 GALLON 0 24' O.C. 110 65 LAVANDULA DENTATA LAVENDER 5 GALLON a 36' O.C. 114 11 86 RAPHIOLEPIS INDICA 'BALLERINA' DWARF INDIAN HAWTHORN 5 GALLON a 36' O.C. 164 81 TRACHELOSPERMUM JASMINO1056 STAR JASMINE 1 GALLON 9 24' O.C. 6% t2 SS NANDINA DOMEBTICA HEAVENLY BAMBOO 15 GALLON 0 30' O.C. 25 S9 DIETES BICOLOR BUTTERFLY IRIS 5 GALLON a 4' O.C. 6 4 SIO AGAPANTHUS AFRICANUS 'PETER PAN' DWARF LILY OF THE NILE 5 GALLON a 18' O.C. 10 51 c55 811 RAPNIOLEPIS INDICA ' CLARA' INDIAN NAIWTHORN 5 GALLON a 5' O.C. 66 812 AGAPANTNUS AFRICA%$ 'QUEEN ANNE' LILY OF TETE NILE 5 GALLON a 36' O.C. 164 k 6 14 41 5 $13 ESCALLONIA 'NEWPORT DWARF' DWARF ESCALLONIA 5 GALLON a 4' O.C. 61 i 52 55 5 , 814 TULBAGHIA VIOLACEA SOCIETY GARLIC 5 GALLON a 24' O.C. 81 VII��iEB: PART14ENOC168I6 TRICl,18PIDATA BOSTON IVYI GALLON s 15' O.C. 38 -- - - _ • ' • - 31 21 GROUNDCOVER: � 4' LAYER SHREDDED BARK MULCH AS TOPDRESSMI FOR ALL PLANTER AREAS t SLOPES PURCHASE FRAM 'ARTERIA SAWDUST' a (909)941-5983 53 Ci Ip • • , •• • ` --- 44 1 814 8� 54 _- — _ ' • • • ' • ( , ° = ; 34 Oro 54 I 5� 35 Cx1-�t D ISr,gNCE LINE 5ro lU 35 85 20 Z I 2(o 814 35 512 12 • • • • • : ; z ,a' r V11 NO. DESCRIPTION OF REI/ISION CITY• 1 • • , • • • • ' • ' P 7 j - U , • , ,• , , • , • • / i � ' S ,- ;"-- , -,/ � t ' i C .- D H�E APPROVED �— •- CITY OF RANCHO CUCAMONGA � 8 _' � ._:�� _._._`.,- • ' : . ' . , . • . 512 1 g 12 • • . 1 613 1 / . , • . , y s 1-,� 65 65 21 • lot . • , BASE LINE ROAD 311 512 • • . •. . TRACT 16776 RA 6� c- - NCHO CUCAMONGA, CA D E3A5E LINE ROA �. 8 PLANTING PLAN 55 4 SCALE: 1'=20' COBBLESTONE - TYPICAL. � 513 FRA 02123 APPROVED BY: � DATE: G �06 I1 124 CITY ENGINEER RCE: 24953 REFER TO CONSTRUCTION 5I-� �t L. -2 J' 1 \.�" DESIGN PLAN PREPARED SANK RECnOM EN ED RR RADMACHER n ` DRAWN ASSOCIATES,INC. SHEET R o+ * V Y Landscape Architects 1 �,A O ,f+ Q • PHONE(714)832-1774 FAX(714)832-5721 L ''F OF y DOT• 14841 Ymb•Sheet,Suite 204 • Tustin,CA 92780 �T �� CHECKED EMAIL: F-R-AQPACBELL.NET DRAWING N0. F of CA�\EO -�— DATE: 3/27/2006 RL4 NO. 1110 2082-L PROJECT SHEET NO. _17_ OF 2 COAST GUARD SHACK BACKFLOW PREVENTER TO SPRINKLER-ANGLE PIPE TO ENCLOSURE.MODEL CGS-_ ASSEMBLY SPECIFIED DEPTH WITH 45'ELLS 18" ENCLOSURE STRONG BOX MODEL NO. J SCH 40 PVC MALE ADAPTOR 1 MPS-SERIES STAND ALONE CONTROLLER WITH ANTENNA NIPPLE-TYPICAL SCH 80 PVC UNION r (4)PLACES "SNAP-TITE"WATERPROOF )I TOP ENTRY ENCLOSURE - WHITE ----- - - g CONNECTORS OR EQUAL BLUE r __ ? ROUND PLASTIC VALVE BOX& PVC NIPPLE ELECTRIC CONTROL VALVE ,I LR1RR DOME ANTENNA STRONG BOXMODEL NO. I r- I COVER ETCHED"IRRIGATION GATE" I PORT LOCATED OUTSIDE OF Fr 1 (CARSON OR EQUAL PLASTIC VALVE BOX AND LOCKING NOTE: L-----. BOX.INSTALLATION/LOCATION I 1 I I 1 ) PER CITY REPRESENTATIVE. CALSENSE CONTROLLER NIPPLE Z g COVER(CARSON OR EQUAL), ENCLOSURE TO BE GROUNDED PER • MODEL NO.PER PLANS RED I I- 2 MARKED WITH"IRRIGATION HCV" LOCAL CODE. io FINISH GRADE t- i n COAXIAL CABLE BLACK I 6"THICK X 12"WIDE AND ETCHED WITH CONTROLLER I CALSENSE HARNESS WATERPROOF ALL WIRE PRESSURE CALSENSE TP110 CONNECTIONS REGULATOR .___-- CONCRETE PAD(LENGTH y+ AND VALVE SEQUENCE IRRIGATION CONTROLLER I VARIES PER SIZE/ d I 120 VOLT DUPLEX " SEE LEGEND BRASS WYE CALSENSE TP-1-40 PIG TAIL EXPANSION STRAINER WITH Z I MANUFACTURER)SLOPE TO ? O 6" N. OUTLET(GFCI),NON-SWITCHED. BOARD REGARDLESS FOR MAKE AND 0D DRAIN AT MINIMUM 2°h FINISH GRADE GRADE t CONTROLLER TO BE WIRED OF CONTROLLER SIZE. LOOP(MIN.24"LONGI MODEL NO. I 60 MESH BALL VALVE-1 1/2"OR SMALLER WITH 'HOT. PLASTIC VALVE EOX(CARSON OR - 8" •__ EQUAL)WITH PU STIC INTEI;RATED 12 MONEL SCREEN FINISH GRADE MIN. LOCKING LID.PUCE AT GW USE IN STAINLESS STEEL HANDLE 1 TERMINAL STRIPS TO 3'X 3'X 8"CONCRETE NO OPEN ELECTRICAL WIRING MATCH CONTROLLER UNION RESILIENT WEDGE-2"OR LARGER WITH 2% FOOTING INSTALL A MINIMUM SHALL BE IN CONTROLLER SIZE. TURF AREAS ANC,3"ABOVE IN �•, PVC SLEEVE SIDEWALK >.. OF 3"ABOVE GRADE AND �• 2"OPERATING NUT MOUNT AREA. 8" PLANT BED. x i"� i'}'*"" '•V:, r.r �' Al �•;; t• } .: (p SLOPE TOP TO DRAIN AT COMMON/CONTROL WIRES x }# ;. :t• - REQUIRED FOR I ' I ;# �' MINIMUM OF 2%. FINISH MIN. PIG TAIL EXPAN:ION - x x r'# • ;•a PIPE THROUGH GATE VALVE Z LOOP(MIN.24"LUNG) - Z - ;0 # I I h• 3.I - r FCX)TING INSTALL A MIN. CONCRETE PAD EPDXY COATED 2/o GRADE ° 6"THICK CONCRETE _ VALVE - _ •r r ! Z.` ;?} OF 3"ABOVE GRADE AND 7 I- I - NIPPLE-TYPICAL 120 VOLT WIRE IN RIGID STEEL ' i:, 'i# ki': SLOPE TOP TO DRAIN AT SCOTCH LOK EPDXY -ILLED 2 FROM WATER SOURCE - (2)PLACES 3" PIG TAIL EXPANSION I I i-�T I I CONDUIT(PER LOCAL CODE) TO CONTROLLER ENCLOSURE _ MINIMUM OF 2%. CONNECTORS FOR ALL FLOW x WHITE Z � LOOP(MIN,24"LONG) `co SENSOR WIRE CONNECTIONS. x x (COMMON) 2 90°k COMPACTION _ -' SCH 40 PVC MALE 120 VOLT WIRE IN RIGID STEEL _4q 90°SWEEP ELL 6"`J - I I I I I3"SCH 40 CONDUIT FOR INSTALL SCOTCH ERS ADAPTOR 3" BRASS ANGLE CONDUIT PER LOCAL CODE r---i �7 TI I { -I�I COMMON/CONTROL WIRES IMMEDIATELY AFTER BLUE REQUIRED I I - Lll 9" Z FLOW � - ( ) (TVP.) -• INSTALLING FLOW METER. OF 14 = I- I- - \\\ WIRES - TEE �'('� � VALVE WlUNION TO POWER SIDE OF CABINET �' -+- -I �I I1= OW +► r0 3!4"WASHED 20" 90 SWEEP ELL "6' - _ I 3 ••. r 120 VOLIT PER LOCALT WIRE IN ID S E) ° ♦ TO METER - _ _ - RED � a10 oq Z o CRUSHED AGGREGATE � TO METER ENCLOSURE (TVP.) $ I - T � BLACN MASTER CONTROL LINE TO SYSTEMS I - id.prF m ;f pip °4a SCH 80 PVC NIPPLE ALL CONNECTIONS SHALL BE WATER TIGHT _ VALVE RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW ;•: ,p 4. 1P ( °•� °•�a I "OUTDOOR TYPE"CONNECTIONS. FLOW TYPICAL 4 PLACES o o SCH 80 PVC UNION 4,G WASHED CRUSHED CUCAMONGA VALLEY WATER DISTRICT STANDARDS. ( ) ' ENCLOSURE MOUNT •., AGGREGATE TO BE 2 • :• MAINLINE DIAMETER PLACED TO A DEPTH OF CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO o CONTROL&COMMON WIRES ELECTRIC METER PER SCE HEAVY DUTY WEATHER-RESISTANT -•Rp •• PHOTO ELECTRIC SWITCH FOR LY SAME AS FLOW SECURITY LIGHT CONTROL AS FLOW METER 8"IN FLOW METER AND CONSTRUCTION. METER SIZE ?RASTER VALVE BOX. NOTES: ro °.jo.a e• 1. INSTALL PER LOCAL CODES. a �• _ -- REQUIRED PER PLANS, I NOTES: MAINLINa DIAMETER 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY - 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION SAME Af.FLOW MINIMUM DISTANCE DOWNSTREAM OF STRUCTURES OR HARDSCAPING. SECURITY LIGHT TIMER TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. METER!dZE UNINTERRUPTED PIPE(SX DIAMETER 3. WHEN UNIT IS NEXT TO A STRUCTURE(IE.WALL,BUILDING,ETC.) REQUIRED PER PLANS. I 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE OF FLOW METER SIZE) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3/4"WASHED CRUSHED BRASS NIPPLE I CONTROL VALVES. MINIMUM DISTANCE UPSTREAM OF AGGREGATE BASE i I 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE 4. ORIENT UNIT PARALLEL TO STREET. SCH 80 PVC SXSXT TEE MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. UNINTERRUPTED PIPE(tOX NOTES: PRESSURE SUPPLY LINE --------� 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. u� 8" 4,COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. DIAMETER OF FLOW METER SIZE) 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. X NOTES: FINISH MIN 8'GROUND ROD 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. d 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. GRADE I i I1 2°% S.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO IT 9, DISIMILAR METALS. 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. • L, „'} ' LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER NOTES: 1i 120 VOLT WIRE IN RIGID STEEL 1. MAXII�{ZE DISTAIJCE BETWEEN FLOW METER AND MASTER VALVE. 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER 4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. * 'Sa# kilE1 CONDUIT(PER LOCAL CODE) SYSTEM PRIOR TO ACCEPTANCE. WHEN MAINLINE IS 3"OR LARGER. 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 3. PLACE VALVE 8(!X AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. F2.OSCH 40 R SECURITY DLIIT GHTTO CONTROLLER ENCLOSURE 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 2, IN MULTIPLE FLOW METERIM.V,INSTALLATIONS MAXIMIZE THE DISTANCE 8. IF A PRESSURE REGULATOR IS REQUIRED,IT SHALL TO BE INSTALLED ON VALVE NUMBER INSIDE VALVE BOX. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX €'+ WIRING B.CONTROLLER NOT TO BE CONTROLLED BY GFI OUTLET d FROPA THE"TEE'TO EACH FLOW METER TO MINIMIZE TURBULENCE. THE INLET SIDE OF BACKFLOW LOOP. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE VALVE BOX. CI"fY OF RANCHO CUCAMONGA, CITY OF RANCHO CUCAMONGA CALIFORNIA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 'b APPROVED BY: STANDARD PLAN APPROVED BY: APPROVED BY: ISOLATION VALVE STANDARD PLAN APPROVED BY, REMOTE CONTROL VALVE WITH APPROVED BY: FLOW METER INSTALLATION REDUCED PRESSURE STANDARD PLAN o o STANDARD o METER ENCLOSURE STANDARD PLAN APPROVED BY-, CONTROLLER ASSEMBLY STANDARD PLAN N 516 _ BACKFLOW PREVENTER Lu - 3 or smaller 518 SHUT-OFF VALVE 8 UNION 520 � _ 522 Lk _ _ INSTALLATION -TYPE A 524 _ 517-A gg qS ,(y CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (L CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITU ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBIAC WORKS CONSTRUCTION CITY ENGINEER fD CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 R.C.E. 249{13 SHEET 1 OF t R.C.E. SHEET 1 OF 1 K R.C.E. 24953 SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION A.C.E. R.C.E. R.C.E. 24953 SHEET 1 OF 1 HARDSCAPING(SEE NOTE 4) POP-UP SPRAY HEAD BODY 6"-12"DIAMETER CLEAR [IRRIGATION I VOTES: SET TO 1/4"ABOVE FINISH �. GRADE OF SOIL, MULCH PER CITY STANDARD,TAPER i NEW WATER METER (SIZE PER PLAN), A8 PROVIDED BY CVWD, 18 REQUIRED 10. IRRIGATION SYSTEM 18 BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER FINISH SOIL GRADE AWAY FROM HEAD AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) ROUND PLASTIC VALVE BOX d COVER: STRUCTURE OR AND PAY ALL C O St8 FOR THE INSTALLATION OF A NEW WA TER METE RETCHED"QC"(CARSON OR EQUAL) HARDSCAPING APPLIED F OR" S HOURS 8 A N ICNt/ 3 D AYS A WEEK B ETWEEN THE HO 1R $ OE INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY 9:00 PM OS00 AMON Y ON VALVE PER CONTROLLER SHALL OPERATE EWAtERDI DISTRICT COSTS AN INSTALLATION LLAt(ON ROCE RESI - FI -I FINISH GRADE AT A TIME. 2. TYPICAL POINTS of CONNECTION CONSIST OF NEW WATER METE FOLLOWED6"MIN.AT GRADE IN TURF AREAS Ii. THE Y MY E8 8t B PRESSURE REGULATOR (IF clui ) F EM (8 DESIGNED FOR ti-� 3"IN NON-TURF AREAS 18"MAX. RE RED FOLLOWED By BACKFLOW D R E MINIMUM OPERATING PRESSURE A3 _ - VENTION EVICE FOLLOWED BY A FLoUI M tE FOLLOWED YAM t SHOWN At EACH POINT �� DD R, D B AS ER OF CONNECTION. THE MAXIMUM DEMAND OF _ VALVE. ALL EQUIPMbNt SIZED PER PLAN. INS ALL AL EQUIPMENT PER CITY TER GALLONS PER MINUTE IS A$ SPECIFIED. THE IRRIGATION CONTRACTOR I III I I (- - CLEAN BACKFILL-SEE - �= I STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR t0 =� z SPECS.FOR MATERIAL. °::4;: sc LOCAL CODE$. ACTUAL LOCATION OF THE EQUIPMENT t0 BE AS DIRECTED ON 90°h COMPACTION REQUIRED _T -� _- T r SITE BY A REPRESENTATIVE OF THE CITY, THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT t0 --ITL�� THE ATTENTION OF THE CITY. 3. BACKFLOW PREVENTION DEVICE $HALL BE INSTALLED WITH A 'COAST PROVIDE 6"MIN.OF SAND 33 DNP QUICK T� I GUARDSCHACK CGS- 3 STAINLESS STEEL ENCLOSURE WITH LOCK, AND 12• AUTOMATIC CONTROLLER TO BE A CALSENSE F-T-2000-12 (STATIONS)- BEDDING AND SHADDING SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH LR/RR, W/TPI,TP110 AND LR/RR DOME INSTALLED WITHIN A STRONGBOX COUPLING VALVE 1 _ CLEAN BACKFILL-SEE -I I . . . . . . . • . . . . . . . . WITH PURPLE I- I- z SPECS.FOR MATERIAL. RUBBER CAP _ SHRUBS WHENEVER POSSIBLE. CONTROLLER ENCLOSURE BB-1�o88 WITH CALSENSE OPTION CONE CONTROLLER) OR SB-2286 WITH CALSENSE OPTION (TWO CONTROLLERS) 90%CO* REQUIRED M i I I STAINLESS STEEL - 4. THIS DESIGN IS DIAGRAMMATIC ALL PIPING VALVES, ETC. SHOWN WITHIN PAVED AND SEPARATE METERED ENCLOSURE MPS-Alb-10K" ANTENNA PORT _ I_ -� SCREW CLAMP _ SCH 80 PVC NIPPLE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN INSTALLATION t0 BE PROVIDED BY THE CITY. THE CONTRACTOR Z_ _ I MINIMUM(3)PLACES (MINIMUM 2"LONG ) PLANTING AREAE WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. NON-PRESSURE LATERAL LINE: I-I ' ' ' ' ' ' ' ' ' ' ' ' ' tf I ' �= THE SPRINKLER SYSTEM WAL 8 8t ET LIGHTS, SIDEWALK, UTILITY LINES AND SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. -I • • CONTROL WIRE SLEEVE- Z SCH.40 SNAKE PIPE IN I • ; : ; SIZE PER PLAN INSTALL 3!4"WASHED R I-I TRENCH _ - ADJACENT TO PRESSURE CRUSHED P',►::' >;:•. :., AND EQUIPMENT AND AI'�CHItG�tURAL FEATURES. AC1l,lA L ATI THE ENCLOSURE t0 Be AS DIRECTED BY A _ AGGREGATE BASE Dr�; l'• z'K��;: y :1 ',��1'; SCH 80 NIPPLE-6"LONG p� p� p� III SUPPLY LINE SCH 40 PVC REPR ENTATIYE OF THE CITY. ' ' ' ' ' '�'''y .�,;',.y' T X T 90'ELL S• CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON _ ;; „�a, -';.�a�;+�;,� PLANS AT THE SITE PRIOR t0 COMMENCEMENT OF ANY WORK. ALL 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE M PRESSURE SUPPLY LINE: I-I� _I 4::• '•.a >.., ..• _ SCH.40/CL 315 SNAKE -) ( I-_I -_ PRESSURE SUPPLY UNE SCH 40 BRASS NIPPLE - • MARLEX 90'STREET ELL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP _ _ I��rT - to THE CITY. FOR THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS AND _ PIPE IN TRENCH I -1 I -I I I I I ( - SLEEVE-SIZE TWICE ,, METER TO BE PROVIDED BY BCE, COORDINATED AND PAID FOR BY DIAMETER OF PRESSURE SCH 40 BRASS NIPPLE SUPPLY LINE 6. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND THE DEVELOPER 24 LONG UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY -I - =---CONTROL WIRES-BUNDLE 6"�P' MARLEX 90'ELL FOR THE REPAIR/REPLAGEMENt, At NO COST TO THE CITY,FOR ANY DAMAGE N AND TAPE AT 15 O.C,AND NON-PRESSURE OF SAID UNDERGROUND FACILITIES. 14• ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR t0 THE FINISH GRADE I-I INSTALL ADJACENT TO NON PRESSURE LATERAL � PRESSURE SUPPLY LINE LINE SLEEVE•SIZE TWICE LATERAL FITTING OF TUE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. '-'III_ I I I-I I I -I I-I�-I I- DIAMETER OF NON-PRESSURE 1 CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES ' I ) LATERAL LINE SCH 40 BRASS 90°ELL NON-PRESSURE LATERAL LINE FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, 13, ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED PROVIDE 6"MIN.OF SAND WALL, 6"TVP. BEDDING AND SHADING NOTES: ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISHED GRADE. 1. ALL SLEEVES TO BE SCH 40 PVC. SCH 80 PVC 90° SCH 40 BRASS 90° pR� RE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STREET ELL STREET ELL Ar INI IAL CONSTRUCTION. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS. ' '8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS STREET LIGHTS TREES, ETC-) PRESSURE SUPPLY #4 REBAR STAKE NOTE: 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120 LINE FITTING (24"LONG) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS 80 A$ TO (24"MIN.TO 36'MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 1.LOCATE HEAD 2"TO 6"FROM WALKS,CURBS,HARDSCAPING, NOTE: MOW STRIPS AND EDGES OF LAWN. PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD 1.PIGTAIL AND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. PRESSURE SUPPLY LINE 2.USE TEFLON TAPE ON ALL MALE THREADS. ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF PRESSURE SUPPLY LINE:2 112"AND SMALLER 18"MIN.DEPTH 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE CIRCLE SPINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO 2. ypp p ?j 3"AND LARGER 24"MIN,DEPTH NOTE: COMPENSATING FEATURI"AS PER THE IRRIGATION PLAN. PROADDY11 A PROPER CO TO R CITE ALL ADJUSTMENTS SHALL BE MADE At NO 4.HEAD CONNECTION AT BOTTOM INLET ONLY. AL CO N 1,PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX, S. INSTALL FOUR (4) SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA MAM INLE�ACN�"FATHE t ENGLo R�,4�IN r( L t ON Fc TNA S RIPS CITY OF RANCHO CUCAMONGA CALIFORNIA &URE FOR AoRwIRING. " CITY OF RANCHO CUCAMONGA, CALIFORNIA ENCLO .b APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN `b APPROVED BY: STANDARD PLAN w TYPICAL TRENCHING 532 TYPICAL SLEEVING 533 QUICK COUPLING VALVE 536 W POP-UP SHRUB SPRAY HEAD N CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (cy �gy -- --- 539 �F RA.E SHEET 1 OF 1 Cr R.C.E. SHEET DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 K R.C.E.ENGINEER LATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 45 R.C.E. SHEET 1 OF 1 t,4 v CITY -� DESCRIPTION OF REVISION DATE APPROVED NOTE : BEFORE ANY WORK COI„II IENCE 5. CITY OF RANCHO CUCAMONGA A CONI=EfRENCE SHALL. 5E HELD WITH THE C I T%r 'S I<EFRE5ENTAT I VE AND THE CONTRACTOR 131 A E .ROA10 N REGARDING GENERAL fREOU I RET"' LENTS Or- TH 15 WORK. TRACT 16776 RANCHO CUCAMONGA CONTRACTOR 5HALL vERIFY ALL CONIC ITION& ANCA IRRIGATION DETAIL & NOTES DII„IEN51ON6 5HOWN O FL ANS AT THE 51TE PRIOR TO COMt'IENCEMENT OF ANY WORK. ALL DISCREPANCIES FRA 02123 APPROVED BY: � DATE:. ✓ � wMi CITY ENGINEER I RCE: #_24953 r SI-E4LLBErEFO � fiED �OfR DIRECTION IMMEDIATELY DESIGN PLAN PREPARED BY: RECOMMENDED HE CITY IN5bECTOR. of FRANK F.R. RADMACHER _ -� DRAWN ASSOCIATES, INC. SHEET E * * STAFF Landscape Architects D . PHO\� 1041NN (714 3U-1 Suite (714)�� .6CA3 82660 ��, CA`�E �_� OF Q V f O CHECKED DRAWING N0. F.R. DATE 2/22/3046 R.L.A. N0. 1110 2082-L PROJECT SHEET NO. 18 OF 21 R NOTES: N 1. REMOVE NURSERY STAKES AND o FILL CAVITY WITHIN ROOTBALL. STORM DRAIN/ CATCH BASIN BCR 2. STAKES TO BE PLUMB AND W r 1 UNDERGROUND PARALLEL. o E 1 ' UTILITIES r STAKE TREE PERPENDICULAR TO PREVAILING WIND. S ' 1 l 5' N Q���O v r MIN. - _ t ) o t ,r WSIDEWAL< UTILITY (/�� \/ W o E0.41 * TOP TIE TO BE PLACED AS LOW J :3I S.L. \ �� AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD 2 Q��'y ALLOW FOR WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GROWTH O 1 I J O BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. S Q��y,�a OR ALLOW THE HEAD TO DROP. MAIN TRUNK TIGHTLY COMPACTED 3"BERM TO FORM METER 70'� �5 w TOP TIE TO BE PLACED AS ����Wy MIN. MIN. LOW AS POSSIBLE ON THE �C 1 r (2)SETS OF CINCH TIES SPACED 24"APART,CONVEX SIDE AGAINST �-� DEPRESSED WATERING BASIN. 5• * CURB AND GUTTER TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW � TOP OF ROOTBALL TO EXTEND 2" f FLEXING OF THE TREE.BUT TREE TRUNK.ATTACH WITH \i ABOVE FINISH GRADE,TAPER FILL MIN. NOT SO LOW AS TO LOSE HEAD OF TREE WHERE GALVANIZED SCREWS TO 2" TOP OF ROOTBALL TO 4`WOOD CHIP MULCH. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. 12"MAX. LODGE POLES. EXTEND 2"ABOVE NO WOOD CHIP MULCH SHOULD BE ORIGINAL GRADE FROM TOP OF ROOT BALL TO F.G. THE HEAD TO DROP. -� 2"DIA.LODGE POLE PINE STAKES MAIN TRUNK FINISH GRADE PLACED OR ALLOWED TO REMAIN NATIVE BACKFILL WITH NO ROCKS IN 111> (2)SETS OF CINCH TIES SPACED 24" TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, FINISH GRADE OVER THE ROOTBALL. ;I GREATER THAN 3"DIAMETER. APART,CONVEX SIDE AGAINST TREE 2"ABOVE FINISH GRADE DRIVE A MIN.OF W INTO UN- tu TRUNK.ATTACH WITH GALVANIZED 3"BERM TIGHTLY COMPACTED IN SIDEWALK n Z DISTURBED SOIL AND POSITION � SCREWS TO 8'LODGE POLES. 1 1 1-I PLACE TO FORM WATERING BASIN. STAKES OUTSIDE ROOTBALL. "' QFH DRIVE 0 S L V 12-Mw - TTT- 2"DIA.LODGE POLE PINE STAKES APPROACH p y F WITH WOOD PRESERVATIVE STAIN, ORIGINAL GRADE 3"BERM TIGHTLY COMPACTED I IN TO FORM WATERING -TTT DRIVE A MINIMUM OF 6"INTO 2" - - I�I�I UNDISTURBED SOIL AND POSITION BASIN.LOCATED OUTSIDE OF - 1- - STAKES OUTSIDE ROOT BALL. PLANT PIT. 5' I' CURB AND 5' 10 � 10 '�TT _ r= TTT(�� IN. MIN. GUTTER MIN. MIN. ilill I - �� - ROOT BALL - ROOT BALL TOP OF ROOTBALL TO EXTEND 2" I- y� UNDERGROUND 1T' _ II' STRUCTURE e . TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE, - _ _ - 9 TO FORM WATERING BASIN FOR NATIVE BACKFILL WITH _ I PLANT PIT TO BE(2)TIMES THE j PLANT PIT TO BE(2)TIMES THE TRANSFORMER VAULT. RESIDENTIAL AND GROUND COVER PLANT PIT TO BE(2)TIMES THE NO ROCKS GREATER ( I - -�- - I ( WIDTH OF THE ROOT BALL. - - 11 - WIDTH OF THE ROOT BALL. INSTALLATIONS.LOCATE OUTSIDE WIDTH OF THE R007 BALL.NO THAN 3"DIAMETER - I I- I �- -�- - - _ OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE ROOT BALL NO_ I I IST I Pr - - I NO WOOD CHIP MULCH AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN II f�/n I �"'�J i I I- I _ I- - -F� SHOULD BE PLACED OR OVER THE ROOT BALL. PLANT PIT TO BE(2) NOTES: TO CITY ACCEPTANCE. I I I (( (1` -�- I_I-111 I _-' TIMES THE WIDTH OF \ - j� I -'-1 11 -TTF I I 11 1 11 1 1 I 1 1 I I I ALLOWED TO REMAIN 1. TREESPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. THE ROOT BALL. T-T1I f I 2. ALL'REES IN fHE R.O.W.ARE SUBJECT TO LINE OF SIGHT I -j - LP OVER THE ROOTBALL. fi CRITERIA AS APPROVED BY TRAFFIC ENGINEER. -" NO WOOD CHIP MULCH -I I(- = T I I NATIVE BACKFILL WITH NO 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND SHOULD ALLOWED TV TT PLACED OR REMAIN OVER 7�j ROCKS GREATER THAN 3" FACILITIES,IN ADDITION MAINTAIN F FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF THE ROOT BALL. III i = Imo( DIAMETER. 'I' I I I-I I- I- I Ty-TI I III UNDISTURBED NATIVE SOIL. OWN ED WATER dl SEWER LATERAL LINES. AREAS AND FRONT YARDS. UNDISTURBED NATIVE SOIL. 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY ROOT BALL 5'FROM CENTER Of TREE TO EITHER SIDE OF PROPERTY LINE. 1 NATIVE BACKFILL WITH UNDISTURBED NATIVE SOIL. 5. STRI:ET TREE:3 ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE NO ROCKS GREATER I� ,T-1 � NOTES: NOTES: 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE ENGINEERING DIVISION. THAN 3`DIA. NOTES: OF ROOT BALL,DO NOT CRACK ROOT BALL, OF ROOT BALL.DO NOT CRACK ROOT BALL. 6. STREET TREE 3 SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 1.REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL NATIVE SOIL UNDISTURBED 2.STAKES TO BE PLUMB AND PARALLEL. STAIJDARD PLANS, Q N 3.STAKE TREE PERPENDICULAR TO PREVAILING WIND. d, CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, , N CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA APPROVED BY: STANDARD PLAN APPROVED BY: ; APPROVED BY; ' APPROVED BY: DOUBLE STAKED TREE STANDARD PLAN STANDARD PLAN STANDARD PLAN APPROVED BY: LLJ° TREE PLACEMENT ° DOUBLE STAKED TREE ON SLOPE ° CONTAINER PLANTING CONTAINER PLANTING ON SLOPE STANDARD PLAN __ 501 LLI_ _ $ GAL - 24" BOX 502 g�g _ 505 � _ 506 � 507 CITU ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 CITU ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (L CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. R.C.E. 24953 SHEET 1 OF 1 R.C.E. SHEET 1 OF 1 a' R.C.E. SHEET 1 OF t IXICITY C ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORE. KS CONSTRUCTION SHEET 1 OF 1 PLANTING NOTE5: 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGTION EQUIPLMENT AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION. HAROSCAPING(CONCRETE HEADER, 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL CURB&GUTTER,SIDEWALK,ETC.) PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL. UNDERGROUND 4"OF COMPACTED WOOD CHIP UTILITIES, PIPES, STRUCTURES, ETC. AND SHALL TAKE SOLE RESPONSIBILITY FOR ONE HALF OF SPACING MULCH. THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID LIMIT OF PLANTER AREA REQUIREMENT FINISH SOIL GRADE UNDERGROUND FACILITIES. 12" CONCRETE HEADER - 1/2- RADIUS 4• NO PLANTING SHALL BE DONE UNTILL ALL OPERATIONS IN CONJUNCTION WITH EXPOSED EDGES AND FINISH PER PLAN THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PLANT BED CROSSINGS) PROP GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED 6" OR 8" BY TH CITY. �� Iv EE NOTE FINISH GRADE 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY M _ _ AND LANDSCAPE ARCHITECT PRIOR t0 INSTALLATION. FINAL LOCATION or- Tv F Tv- (- �- J I-I �- •� •;a; ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE =1 f I�1=111= 1 I 1=1�1=1 I 1=1 �(' (I-III-I I I °i•.• -I �-I_I OF THE CITY PRIOR TO EXCAVATION. 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF SHOVEL CUT EDGE COMPACTED ' I I �. I`I ' ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT ISA DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE NATIVE SOIL 1 I DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUBCONTRACTOR. ON CENTER;SPACING ON CENTER SPACING I, , I I- REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE of THE ORIGINAL WORK OR OF SPECIFIED SHRUB OF SPECIFIED SHRUB I- f" (U RE-BAR CONTINUOUS - III-III-I I i- UNLESS OTHERWISE INSTRUCTED) PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. DISTANCE EQUAL TO THE ON CENTER 1. QUANTITIES SHOWN ON THE LEGEND AE FOR ESTIMATE PURPOSES ONLY, SPACING OF SPECIFIED SHRUB, FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY UNLESS SPECIAL CASE AS DESCRIBED THE INDICATED PLANT SPACING REQUIRED. IN NOTE 4.BELOW. NOTES: S. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT t0 TURF AREAS 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SHALL OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE NO-FE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO THE CITY STANDARDS 1. ALL:SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND AND DETAILS HEREON. SPADING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS, 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE ,4 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. NOTES: APPROVED BY THE CITY, 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 1. PROVIDE SCORE JOINTS AT 10'-0" O,C, AND 3/8" EXPANSION SIMII_AR LIMITATIONS,ALL SHRUBS AND GROUND COVER 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR JOINTS AT 20'-0" O.C. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE. 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL o FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND TEST RECOMMENDATIONS (SEE SPECIFICATIONS) ROTOTILL THE REQUIRED In PRIVATELY-MAINTAINED AREAS. SOIL AMENDMENTS Six INCHES INTO THE SOIL AT THE REQUIRED RATES ;i 3. SPADING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. CONCRETE TO BE 520-C-2500 MIN. PER 1,000 SQUARE FEET. o OF FLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE t„ LEGEND ARE ESTIMATES ONLY. 4. HEADERS TO BE USED AS EDGE TREATMENT TO ALL COBBLE AREAS, 4 CU. YDS. NITROGEN STABILIZED SAWDUST c� a AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. 120 LBS. GYPSUM SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO N las LBS. GROW-POWER PLUS N SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR. c1' n, N 11. LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER ALL CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA R CITY OF RANCHO CUCAMONGA, CALIFORNIA TREES AND SHRUBS, AND BLEND INTO EDGES At GROUNDCOVER AREAS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING APPROVED BY: ,SHRUB AND GROUND COVER STANDAROPLAN t` APPROVED BY: STANDARD r' APPROVED 8Y1 STANDARD PLAN OPERATIONS SHALL ACCOMODATE THE MULCH. CONTRACTOR SHALL ° MULCH INSTALLATION CONCRETE HEADER SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND Cmr _ SPACING 508 _� _ 509 _ 534 DESCRIPTION OF REVISION PLACEMENT. WOOD CHIP MULCH AVAILABLE FROM: DATE APPROVED H CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRVCTK)N W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 SHEET t OF 1 R.C.E. 2b953 SHEET 1 OF 1 ARTESIA SAWDUST R.C.E. R c.E' ONTA ONTARIO AVE. CITY OF R cs ONTARIO, CA 9f161 O CUCAMONGA mPHONE: 909-941-5983 � FAX: 909-923-1209 � A ROAD 0 TRACT 16776 RANCHO CUCAMONGA PLANTING DETAILS & NOTES 3 FRA '02123 APPROVED BY: DATE:,�101676 CITY ENGINEER / / RCE: 24953 C4 E DESIGN PLAN PREPARED RECOMMENDED FRANK F.R. RADMACHER _ DRAWN ASSOCIATES, INC. SHEET E _ RoI ' .2 ItSTAFF Landscape Architects L 6OF p 7lF Dote `E �` CHECKED 1 (714) est-1774 FAX(714) 832-5721DRAWING NO. 148414841 Yorba Street, Suite 204 Taet3a, CAA 92880 O F CA` F.R. DATE 2/22/2006 R.L.A. NO. 1110 2082-L PROJECT SHEET NO. 19 OF _21_ I I j i . . . , i SPRINKLER IRRIGATION SPECIFICATIONS i PART 1 - GENERAL 1.01 DESCRIPTION vnaterial# transportation, and services necessary to furnle and Install the C. The, u•rorste• form shall b• r•-typed onto the Confraator's letferhend and shall contain the following S. Use 10" x 10-1/4" round Dox for all quick couplin valves Installed within on-struatur. landscaped areas. 3.04 TEMPORARY REPAIRS 44 Corson Industrie No. 910-128 with green Dolt-down o;ver or approved equal. The City reserves the right to make temporary repairs as n•corwry to keep the sprinkler syef•m equipment in A. Scope of Work: Provide ail labor, inf*frnalTon: Irrigation System as shown on the,Drawings and described h•ratn. operating condition.Of The exercise a Phis ht N. Sprinkler Heads•. I right by the City shalt not relieve the Contractor of hie responsibilities GUARANTEE FOR IRRIGATION SYSTEM P under the terms of the guarantee as Main *pod/ted. B. Standards: All work and materials shall comply with governing codes. safety orders, standa a, and -_ regulations, and meet the minimum requirements of the Standard Specifications For Public Work Construallon We hereby guarantee that the irrigation system we have furnished and installed to free from defeats in material• 1. All sprinkler hoods shall be of the same size, type,I and deliver the Same rate of precipitation with the diameter 3.05 EXISTING TREES (Oven Sock) latest edition. and workmanship. end the work has been completed in accordance with the Drawings end Speolfloations, ordinary (Or radius) of throw. pressure. and discharge as shhoowr� on the Drawing• and/or specified In those special Where it is nrd•ssary to excavate adjacent to existing trees, the Contractor shall use all possible oar* to avoid wear and tear, unusual deur•, or ring t excepted. We agree to repair or replan• any defeat*a to material or provisions. i injury to frost and fro• roots. Excavation in areas where two (2) inch and lor9er roofs occur shah be done by hand. 1.02 QUALITY ASSURANCE 8 REQIJIREMEIVTS workmanship whish may dewlap during the period of ono year from date of 0oo*ptano• and also 4o repair or .• • and esti obs anon• as rrqutrod• roptooe any damage resulting from the repairing or replacing of such defeat* at no additional costs to the City. We 2. Spray hoods shall have a screw adjustment. I AN roofs two 2 Inches and larger to diameter, except directs to the ( ) 9 A Y path of pipe or conduit, shah be tun'nded A. Permff9 and Fees: Th* Controcfor ahail"obtain end pny for.any and all permit Shall mak• tuck rop0ire or nplooemente within a rwsonobts time, a• dotermined by the City, after receipt of j under and shall D• heavily wrapped with burlap to prevent scarring or •xo•atve drying. Whore a ditching machine all cases where written notteo• In the event of our failure to make such repairs or replacement* within a reasonable Nm• after 3. Riser untie shall b• fabricated in accordance with ill• det0tla shown on the drow(ngs. is run close to tees having roots smaller than two (2) inches in diameter, the wan of the trench adjacent to the tree B. Manufocturer s Directions: Manutactur_flr's dir•otiont and dotaltsd drawings shall be followed ^ fee of written natio• from the e a % authorize char the City to proceed to haw wed repairs or nplawm•nts made shall be hand trimmed, making clean outs through. Roots one (1) inch and larger In diameter shall be painted with the manufacturers of artictst used I^ Ihie"Contract furnish directions covering pointe not shown in the Drawings at our #zp•nse and w• will pay the coots and charges therefore upon demand. 4. Riser nipples for all Sprinkler heads :hail be 4h* sa • sis• as the riser opening In the sprinkler body. two coots of Teo• Seal, or equal. Trencher tdjaoent to free should be closed within twenty-lour (24) hours; and and Spealficattons. PROJECT S. All sprinkler heads of the tom• type shall be the s m• manufacturer. where s s no possible, the t de the trench adjacent to the tree shall be kept shaded with burlap or convas. C. Ordinance• and R"MIONon•: All'!OCOl,Kmunioipal Land state laws, and rules and regulation• ov*rning or 3.06 FIELD QUALITY CONTROL *daft to an onion of iMs work are 11*reb incorporated Into and made a part of these Sp ftoattons. and their LOCATION: 0. Sieving: provisions shall b• oarrled out b the Contractor. Anything, contained in these Spetiffcatio»• sly II not be A. Adjustment of the System: construed to conttitt with any of�th• ct»ve rules, regulations, or requirements of the •am•. H mover, when those 510NEo: i. Sleeving under hordsoap• or paved areas for mainit�la. fateful Ifnes or control wiring shall be Sohodule 40 Specifications and Drawings call for or d soribe materials. workmanship. or con often of a *"or quality, P.V.C. or approved equal. higher standard. or larger size than to required by flys above rules and requlattons. the prove • of thole ADDRESSED: 1, The Contractor shall slush and adjust all sprf�lkitr hoods for optimum part* onto and to prevent overopray higher stands and Drawings shall-take preceded b.. P. Vandal Resistant Controller Enclosure onto walks, roadways, and butidtngs as much aji possible. ;g 2. if it is determined that adjustments In the itft otion equipment proproper eq g PHONE- DATE OF ACCEPTANCQ i. Controller enclosure shall be of also and type show on the Irrigation Drawings and Irrigation befell shoot. the Contractor shall make such adjustments priorto planting.PmeAdjustments�may also Include i hengse�n•nozzle e� D. Explanation of Drawings: PARY PRODflCTS sizes and degrees of aro are required. 1. Due t6 the Scale of the Drawings, It to not possible to indicate an offset#. flMinaa. sleeves. •o., which may be 2. A Daakboord shall be :soured fe the controller end sun housing to provide a base for mounting the automatic roquir#d. The Contractor shall carefully Investigate the structural and finished conditions aftootl q all of his work 2,p1 MATERIALS sprinkler controller and terminal strip. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ton (10) days after notification and plan his work accordingly. furnished such ftifings, eit., as may be r*quir+d to meet such onditlons. Drawings by the City. are generally diagrammatic and indtcottve of the work to be installed. The work shall be Trial* ad in such a A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals. S. A 117 volt duplex box shall be provided with an On Off switch, and a 117 volt receptacle. Metal conduit shall manner as to avoid a-filets between the Irrigation system, planting and arohN#etural features. run from the 117 volt supply to the controller housing.* All power within the housing shall be properly phased. 4. All sprinkler heads shall be set p•rpsndioular to finished grades unless otherwise designated on the Drawings. IL PVC Pressure Main Line Pipe and Fitting,: 2 All work Called for on the Drawl»g* by notes or details such be furnished and installed who er or not 4. A terminal strip shall be provided, aloofly indlcatin Ith• proper points of conn#citon of all appropriate wiring 2. All mor mentioned i^ the sp#aiflootions. 1. Pressure math tine piping for sizes 2" and larger shall b• PVC Clots 315. (station valves, master valva, common, central controlj., 5. Rain Bird EFB-CP-PRS valve* will b• set per manufacturers specification so that each lateral operate at design 2. Gioes 315 pipe shah be mode from on NSF approved Type 1, Garde 1, PVC compound conforming to ASTM pressure. 3. The Contractor #hon not willfully inufall the irrigation system as shown on the Drawing$ when It is obvious In resin specification 01704. All pope must moot requirements as sot forth In Federal Spealftaation PS-22-70, with Q. Mtsartfomour irrigation Equipment: the field that obstructions, gradif10rsnomw i ht not habean an oppropriate, standard dimension (S.D.R.) (Solvent-weld Pip*). 8, Tostinq of Irrigation System.* ee, or discrepancies In area dimensions exist that conatdered in engineering. Such oboinaotions or differences should be brought to the attention f the City of 1. Refer to the Irrigation Plans for stzes and types of miwolloneous irrigation equipment. i, The Coffsalor shall request the presence ,)f the City of Rancho Cucamonga in writing of least 48 hours In Rancho Cucamonga. In the event this notification is not performed, the Contractor shall assum full responsibility 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints.essary. 2. All miscellaneous irrigation equipment shall b• ao •{�roHted or approved equal. advance of eetfnq. for any revision nec 4, Schedule 40 pipe shall be made from NSF approved Type 1. Grad 1 PVC compound conforming to ASTM PRT 3 - FJCECut10N 1 2. Ted all pressure lines under hydrostatto pressure of 150 pounds per squat inch and prow watertight. 1.03 SUBMITTALS tesin *pacification 01765. All pipe must meet requirements as set forth in Federal Speolftoation PS-21-70. I Noir: Testing A. Material ltd: S. PVC 9olwnt-mold fittings *hall be Schedule 40. 1 1-1 NSF approved oontorm)ng to ASTM toot procedure 3.01 OBSERVATION Of SITE CONDITIONS i of pressure main Ifnes shall occur prior to Installation of the •iaotrio control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 02466. pet 1. The Contractor (hall furnish the arttaia, equipment, materials, or peace»+: :pacified by nes • to the Drawings A. All staid dimensions ore approximate. The Conirogfor #haN check and unify all size dimensions and reosiw prawn watertight or to paving. pounds per square inch and and Sp*ditoations. No subaHfution %vill be allowed without prior written approval by the City of Ranaho S. Solvent c•mrnt and primer for PVC solvent-"Id pip* abd fittings shall be of typo and installation methods approval from the City of Rancho Cucamonga prior. to,proceeding with.work under this Sretion. r#soribed by the manufacturer. 4. Sustain pressure in tines for not less than six (6) hours. If look* develop, roplace joints and repeat test until Cucamonga. ,, P 8. Exercise extreme core In excavating and working moor existing utilities. The Contractor shall be responsible for entire system is proven watertight. 1. 2• Complete material fid shall be subemitfed prior fo performing any work. Material list shall 1 ludo the 7, AN P.VC pip• mutt boar the following markings: damages to utilities which are oaused by hi# operoltons or neglect. Chock,existing utilities drawings for existing .. manufoaturor, model number, and d4•ari ton of an, materials and equipment to be used. At ugh manufacturer utility locations. 5. AN hydrostatic toots shall be made only in the presence of the General Contractor and the City of Rancho and other information may be differr�. the following is a guide to proper submittal format: 0. Monufoetursee name CCucamonga. No pip• shall be backftli•d until it has boon observed, tested, and approved in writing. b• Nominal pipe size C. Coordinate Installation of Sprinkler material* including pipe, So there shall be no Interference with utilities or ' a Schedule or olase other construction or difficulty to planting frees, shrubs, and ground coven. 6. Furnish necessary fore* pump and all oth ted equipment. Item Na. D+scrintion Manufacturer ►Aodd No. C! ' d, Pressure *nal in P.atS.1. 0. The Contractor shall careful) thick all rade• to sallef himself that he may safetyproceed before starting 7. When the Irrigation q system to completed, perform a coverage� In the presence of the City of Rart4ho 1 Sockttow Prwentor f0ce 825-Y=BV e. NSF (National Sanitation Foundation) approval work on the irrigation System. y 9 y P 9 Cucamonga to determine if the water covetago for planting ono I s complete one adequate. FumTsh all materials 2 Automatic Controller CaletnO• E'it f. Date of extrusion 3 tXcster Valve Superior 3100 R$ry and perform all work required to correct any tnadequaaia of coverage due to deviations from the Drawings, or 4 MaEfeEPs. Eta• B• All fittings shall boor the manufacturer's name or trademark, material designation, six*. applicable I.P.S. 3.02 PREPARATION schedule and NSF seal of approval. where the systema has boon willfully Installed a4 Indicated on the Drawings when it is obviously tnod eats, Irrigation Submittal must be fpsgjfto and oomph•. All Items must by listed and should Include solvent. primer, A. physical layout: without bringing this to the oltorttton of the Ctijt of honcho Cucamonga. This teat aha{I be a000m t wire, oonneotors. valve, boxes, oto. Ne copies of manufacturer's literature (aatatoQ cuts) are r utred as submittal C. PVC Mon-Pfessure Lateral Line Piping: any ground ooVir f0 planted, it I Pf + betore information. 1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler S. Upon completion of each phase of work, the entire system shall be tested ons adjusted to moat Otte 3. Equipment or material* installed *r furnished without prior approval of the City of Rancho Cucamonga may b• t. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when installed in heads. rrqu cements. planting *race. rajeoted and the Contractor may be required to remove such mat•riafs from the site at his ow expense. 2. All layout shall D• approved by the City of Rancho Cucamonga prior to installation. 3.07 MAINTENANCE 2. Non-pressure lateral line piping installed under paved ones shall be PVC Schedule 40 with solvent welded 4. Approval of any item. 0ffernoftw or substitute Indicates only of the information or 9amptee submitted.that the product or products ap rangy meet the joints 8. Water Supply: A., The entire Irrigation system shall be under full automatic operation for a period of seven (7) days prior to any fed. p{onting. requirements of the Drawing* and Speeiflootions on the basis 3, Pipe *hail be mode from NSF approved, Type I, Grade 11 PVC' compound conforming to ASTM rosin I. The Irrigation system shall be connected to wafer `supply point(:) of connootlon as indiootrd on the Drawings. r 5. Manufacture 's warr0n11es shall not relieve the Contractor of his liability under the guoronfo . Such worranffot sp.otficatton D1784. All pipe mutt moot requimmento tet forth in Federal Specification PS-22-70 with an 2. Connections shall be mode of the approximate location(*) shown on the Draw • The Contractor is S. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. shall only supplement the guarantee. appropriate standard dimension ratio. responsible for minor ahonges caused by actual by conditions. 1 3.08 CLEAN-UP B. RECORD DRAWINGS: 4. Exat. as noted In paragraphs 1, 2, and 3 of this section (2,018). all re uiremrnts for non-pressure lateral line -to-data a complete record ret of bluelin• ozalld prints which shall b• pip 40 Ortd fittinQs shall be the *ams as for solvent-weld pressure main line pipe and fittings as set forth In **Otto» C. Elealrloal Supply= Clean-up shall be made as wets portion of work p atse9. Refuse and excess dirt shall be removed from the site, all walks and paving shall b• bloomed or wosho down, and any damage sustained on the work of others shall !. The Contractor •haN provide and G,tip up P 2.018 of the Specifications. 1. Electrical connections for any and ail automatic conlrollars shall b• mad• to electrical point(•) of connection as be repaired to its original condition. Corrooted doily, thawing w change from tho original Drawings and St000btai ed and the ex at installed p Bross Ptpe and Fittings indicated on the Drawings. locations, *ties. and kind of Squtpm$Af. Prints for this purpose may bbd obtained from the Ci of Rancho Cuoamonga of cod. This aef a drawingt shall be kept on the alto and shall be used only as a record set. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 1 able notations on the record drawing progress sheets �d0tiy as the work 1. When Indicated on the Drawings, use red brass tcnwed pips conforming to federal Specification #WW-P-351. 2. Connections moll be made of the approximate location(:) shown on the Drawings. The Contractor is responsible for mirror changes cause by actual site conditions. A. The Contractor shall Operate each system to its entirety for the City of Rancho Cucamonga at time of final 2. the Contractorowing shah make neo! and eg p proceed*. showing the work of actually tnetalid. For example, should o pitoe of equipment b installed to a 2• Fittings shall be red bras* conforming to Federal Specifieatton #WW-P-460. 3.43 INSTALLATION pp t000lton that does not match the plan, the Contractor must Indicate that equipment has been r tooafod M a graphic observation. Any items diem•d not accoptobl* by the City of Rancho Cuoamonga shall be reworkad to the manner to as a match the original,symbols•os indicated in the irrigation legend. Then equipment and E. Copper Ptp� and Fitting*: A. Trenching: complete satisfoation of the City of Rancho Cucamonga. dimensions WIN than be fro^sf•rred 10 the original record drawing pia^ of the proper time. 1. Dt trenches straight and support i • continuously on bottom of trench. La I to an even B. The Contractor shah show evidence to the City of Rancho Cucamonga that fM City has received as aoaessories. 9 9 P P P Y y pips grade. Trenching charts, record drawings and equipment as r uir 1.'Pipes Typo K, hard tempered. ppoo 3. Before.the dote of the final observation the Contractor shall transfer all information from • "mord strewing" excavation shall Pollees layout Indtoofed on the Drawings and as nosed. P s4 ed before final tits observation can occur, ' prints to a septa mylar or similar mylar material:. Arranlj•m•nt• shall be made through the W for obtaining said 2• Flatness wrought copper, solder joint type. 3.10 SITE OBSERVATION SCHEDULE 2. Provide for a minimum of twenty-four (24) Inch** *over for all Irrigation tines Installed under paving or " A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance fbr the following septa mylar Or simttor myiar material. ..All work shall be to waterproof India ink and applied t the myyiar y o technical pain mad expressly for use on, mylar material. Such pen shall be similar to those anufaatund by 3 Joirdt ehON b• soldered with siuir.iseklsel5rk�p.r,x1111no,9E4oadmlum, solidus of 7125 hardeoaptnq. qq Rapidogroph, Ku•ffel dI Esser, or Fabo,.Castell. The dimen*lons"911011 be made as to be oceltr reddabte even on F, and liquidus dt FL145 3. observation meetings, according to the time indto�fod: the final oontrollor chart (see Soatfativ,C). ' The orlitnai moor "record drawing" plan shag be • bnlRhd to the City la Provide for 0 minimum of twenty-tour (24) inches cover for all proseure supply Ifnes of throe (3) 1»Ghee or F. OctoV.alvow larger in diameter. 1. Pro-Job Conference - 7 days, ?' of Rancho Cucamonga fol opprcval prtbr to the completion of the controltsr chart: ,i. 4. Th• Contractor shall diene»slats:f Iso alone of fhi�to lowing Pitamss of ref•cOnoe, such as butidin carmen, sJdwatk 1. Bon VaM, (1}k" and smaller) 4. Provide for a minimum of sightron (18) Inches cover for all pressure supply lines of two and one half (2)lr") 2. Pressure supply line installation - 24 hour edges. road intersections, sfe., inches or smaller a• 80rt vaNse shah be o 125 lb SWP bronze valve with threaded ends and shall be equipped with a staintbs steel S. Lateral line and sprinkler installation - 24 hour a. Connection to existing water line*. handle. 5. Provide for a minimum of twelve (12) inches for an non-preseure ranee. b. BON valves shall b• Niboo T- 565-70-66 or approved equal. 4. Automatic controller installation - 24 hours.-; d b. Connection to existing W-frlcal pie 6. Provide for a minimum cover of eighteen (16) inches for all control wiring. � a. All Sail valves shall be installed per detail. 9. a. Gose valves. - S. Control wino Installation - 24 hours d. Routs^ of sprinkler pressure tints (dimension max. 100' along routing). 2, Resilient Wedge Gate Volvo (2" and larger) 7. Rater to City Standard 120 "Trench Rrpalr" when within City streste susceptible to traffic loods. e. Sprink�ir control valves. f. Routing of control wiring and locations of all *pito• boxes. S. Pressure supply lint and lateral line testing - 48 hours a: Rsel11ent Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. B. Baakf111lnq: q, Quick coupling valves. b. Resilient Wad • Gate valise shoN D• o. 403 RT-RW as supplied by Wafts or approved equal. 7. Coverage test - 48 hours h. Slub-outs for future connechont,. c• All ilient Resilient edge Oats valva shall b• Installed, per detail. 1. The trenches shall not be backflll•d until all required tests are performed. Trenches shall be carefully bockf Plod 1. Other stated equipment as direcled by the City of Rancho Cucamonga. 5. On .or before the dote of the tient field observation, the Contractor shall deliver the correct and oomptded wkly the excavated matsri from approved for f earth o o too**. q c Garth, loam, sandy Olay, *and, or other S. Final observation - 7 days G. Quick Coupling Valves: approved materials, fro* from tprg• clods of earth or oto»#t. 8oekflll shall be meohnnically compacted in soptar 10 the City of Rancho Cpoam6n9a. Delivery of the'•#pias will not relieve the Contract of 4he landscaped area* to a dry density equal to o*cent undisturbed toll in planting areae. Backfill will conform to 8. When observations have bun conducted other than its• City of Rancho Cucamonga, show evidence in writing r:ptas a th, of fumiehime required ',nformation that may b• :miffed from the prints 1, Qutak Coupling valves ,hall have a brass. two-piece body designed for working pressure of 150 P.S.I. adjacent geodes without dips, sunken areas, humps or other :erica• Irregularities, of when and by whom these obs•rvatlons ware made. C. Controller Charts$ 2, Quick coupling valve shall be operable with a quick ooupler key. Key size and typo shall be as shown on the 2. A fin• granular material backfill will be initially placed on all line*. He foreign matter larger than one-half OJr) C. No alto observations WIN comments without "As-Built" record drawings, The contractor shall not call for a 1. As-buins drawings shall be oppruved by the City of Rar,zho Cucamonga before controller ch rfs on prepared. Or*winq•. inch in size will be pormitiod in the initial baakfitl• site vislt without As-Built" record drawings, without completing 3. rlooding of tranches will be permitted only with approval of the City of Rancho Cucamonga. preparing the system for said visit. 9 p q previously noted corrections. or without 2. Provide on* controller ohort for sol6h controller sequence. H. 8aokflow Pr vonflon Units. 3. Thefro chart shah show the area controlled by the automatic control!•*and shall be 4he maxim m size which the 1. Backflow prevention unit shalt be of size and typo indicated on the Irrigation drawing*. Install backflow 4. If settlement occurs and Subsequent adjudmenta t^ pip#; vglw*, s nkler heads, lawn. planting, or other CONCRETE SPECIFICATKtS controller door will allow. prevention unit* in accordance with the Drawings. construction an necessary. she Contractor shall make all required ode uotments without cod to the City. pagT 1 GENERAL 4. The chart is to be a reduced droWD09 of the actual Installed system. However, in the event the controller -2, Wye olrain*ro of backflow prevention units shall have a bronzed screwed boy with 60 mesh monel wrwn and C. Trenching and Backfill Under Paving: 1.01 Description •equemo* is not legible when tht drawing is roduoed. tt shall be enlarged to a size that will b readable whom shalt be similar to Battey #1008 or approved equal. 1. Trenches Ioaatad under areas where paving. aspholtia concrete, or concrete will be installed, shall be backfilled For concrete information refer to the Standard Specifications for Public Works �onstructton (Green Book: reduced. p 3. AN ssur• main Ilh• Alpine between the point of connection and the backflow prevenf•r shall b• Installed as with sand (a layer four (4) Inches blow the pipe and etx I T inches above the pipe) and omp ofod In (syn to 93 Edition per the City of Rancho Cuoamonga). Refer to Stations 4,. 201, 303. and 400, at WON as any other sections _. different color shall be used indicate the area of trod b local code. The Contractor shall verify with the„local governing body as to material type and % compaction, using manual or mechanical tam In devices. Trenches for piping shad be camp0aied to equal the related to the installation, par and post installation of concrete work, materials, labor, and clean-u . The-Standard 5. The chart shag b• a block4line or bluelin• ozbiid print and a 9 pp - _ coverage for each station. t^dallatlonyproaedures prior to dart of construction. Submit shop drawing for approvel. shallcompactionbto of its• with the adjacent undisturbed *all and shall al left In oft*, unyielding Condition. All trenches Sp•olfloations for Public Works Construction is available fromt P shall be left fleets with the adjoining grade. The Contractor shall set to place, cap and pressen tset all piping under . 6, When ocrnpleted and approved, the.Ahart shall be hermetically sealed between two pieces of pJostle. each pita• 1, Check Valves: paving prior to she paving work. BI 5 Overland News being a minimum 20 mete. 053 Overland Avnu• 1. :swing_ check valvas 2" and smaller Shall b• 200 pound W.O.Q.W00bronze construction with replaceable 2. Cenerully, piping under existing walks fO done by *kinis, boring. or hydraulic driving, but where any cutting or Los Angeles. CA 90034 7. Thee charts shall b• Comple-ed q04 ap-1 Iproved prior to the final field observation of the irri ation system. oompod�, neoprene, or;,rubber disc and shall meet or exceed Federal Specification WW-V--51 D, Clan A. Typo breaking of sidewalks and/or concrete to neaeswryry, M shall b• done and replaced by the Contractor as a part of the (310) 202-7775 IV, Contract coat. Permission to out pr brook sidewalks and/or concrete shall be obtained from the City of Rancho � "I Cucamonga. No hydraulic driving will be permitted under concrete paving. 1.02 Slope D. Operation and Maintenance Manual•i" t 2• Anti-drain valves shall d of heavy duty virgin PVC oonetruttlon with F.I.P. thread Inlot and ouftet. Internal " " 1. Prepare and deliver to the Cify of !Rancho Cucamonga within ten calendar days prior to oom ldlon of parts shall be *Joint*" stool and neoprene. Anti-drain valve shall be field adjustable against drawout from S to 40 3. Refer to City Standard 120 Trench R*patr when within City streets susceptible to traffic load*. Furnish limited to d Install ill concrete work complete as indicated on the drawings oI as specified, Including, but not cone"f,flon, two hard-cover, three ring bindare containing the following information: foot of head. Anil-drain valve shall he similar to the Vateon ADV or approved equal. D. Aasombitos: o. Index sheet which states Contrcefoes name, address. and telephone number, and which Hots each installed J. Control Wirings A. Furnish and tet all reinforcing :feel. bolts.�'and anchor*. equipment and material Item ina}udiny Homes and 0dd�rsset of mamufoetura ictal npr sent to. 1. Routing of sprinkler irrigation lines as Indicated on 1h• Onwin99 t9 diagrammatic. Install tines (and various b. Catalog and parts shorts on every material and equipment item installed under this Contract 1. Except as noted otherwi"e, connections between the automatic oonfrollen and the electric control valves shall assemblies) in such a manner as to conform wfft: the detalls in the Drawings. S. Install ail items required by other trades which are to b• cast Into conoretr. a. Guarantee atatoment. b# made with direct burial copper wire AWO-U.F• 600 volt. Control wiring installed to aantrol wire conduit d. Complete operating and maintenance instruction• on all major equipment. within structure shall be mad• with AWG-TW solid copper wire. Pilot wirer shall be a different color win for 2. Install NO multiple oseembNes in plastic lines. Provide each assembly with Its own outlet. C. Concrete mow strips, footings for wafts, fencing, posts, benahes, etc., where applicable. •n0h automatic controller. Common wires shall be whit• with a different color strips for each automatic ` . 2. in addition to the above montionod maintenaneo manuals, provide the CT 's ^�ho eCuoamo^� oat the it notation Conholi*r• Inst'II In accordance with valve manufacturer's specifications and wire chart. In no Cage shah wire size 3. Install all atr•mblt•r specified herein in accordance wilts respective detail. In absents of detail drawings or 1.03 Protection y be lots Peron / 4 Specifications pertaining to opeotfla Items required to complete work, perform ou h work to accordance with best lnstruottone for major equipment and .Dhow evTdenC* in writing to the City of Rono 0 standard practice with prior approval of City of Rancho Cucamonga. s 1 1 All finished concrete work *hog be barricaded to pedestrian traffic for three (3) days. Barricade shall be placed of the project that this 9"V10e hall be0n rendered. I 2. Wiring shall ocoupy the some trench and shall be installed along the Sam• rout• a• pressure supply or lateral � imrdtatoly after control# finishing. Contractor shall furnish, place and remove all of his own barricades. E. Equipment to be Furnished: lines wherever posei r. 4. PVC pip* and fitttn a sholl be-thoroughly cleaned of dirt, dust, and moisture before installation. Installation and Contractor Shall be responsible for any damage to new construction and replao•ment or repair of the work shall be solvent waisting methods shall be as recommended by the pipe and fitting manufacturer. � made without added Dost to the City. i as a part of this contract the following tools: 3. Whore more than one (1) wire is placed in a trench, the wiring shall be toped tog•fher at Intervals of fifteen (15) 1. guppy test. S. On PVC to metal oonneations, the Contractor shall work the metal aonnectione first. Teflon tape or approve wed ll th 1.04 Ctso^-up a. Two (2) Sets of special tools nquttod for removing, disassembling and adjusting each fy¢s sprinkl*r and equal, rhuii b• on areaded PVC to PVC, and on all threaded PVC to metal Idntm light wrench pros , re yet y su Nod on this project. 4. An expansion curt shall be provided within three (3) foot of #ash wire connection. Expansion curt shall be of is all that io required. Where threaded PVC oonn*otlons art required, use threaded PVC adapter$ into which the Upon completion of all concrete work and before final acceptance, the Contractor shall remove ON tools, surplus b. Two Z tour-toot valve keys for operotfon of got• valves. sufficient length of each *pits• connection at each s ociria control valva, so that in case of repair, the valve bonnet pipe may be solvent welded. ��rr matsrials, apparatus, debris. •ts. from the •ifs 0nd the sit• shall be its in a Clean, neat condition aoc#pfabie to the c. Two t key for mats automatic o6ntroller. moy be brought to the surface without disco^^•01111111 ih* oonfrd wires. Control mina shall be laid loosely in E. Line Cbaronas i City. d. On• 1 quick coupler key and mai'ohing has* swivel for every five (5) or fraction thereof o each type of quick trench without sMesr or strofahinq win conductors. ,x> 1. All tines shall have a minimum clearance of six 6 Tnohes from each other and twelve (12) Irrohrr from Iinrs of 11 coupling valve imetall#d. 5. All *pilots shall be made with Stotoh-Lok #3576 Connector Seating Packs, Rainbird Snap-Tito wire other trades, with the exception of the control wire sleevo(s) which shoU be installed adjacent to pressure suppit 2. The above mentioned equipment 31tiatl be turned over to the City at the conclusion of this pr jeol. Before final connection„ or approved equal. Make only one Optic• with each connector tooling pack. line. Parallel fin" shall not be installed dinafly over one another. observation can`occur, out once that the City has r•cdved malarial must be shown to the City Of RanchoOELiVERY. ST011)A . Cucamonga. 6. Field splice bstwa•n the automatic controller and electric control valves m valve, will not be allowwithout prior F. AutoatisAssembly.,ControllerAssembly.,approval of the City of Rancho Cucamonga- Install as per manufoctur•r'• instructions. Remote control valve, shall be connected to controller in numerical 1. 1.04 PRODUCT GE AND HANDLiN(t _ _ K. Automatic Controllers segwno• a• shown an the Drawings. A. Handling of PVC pip, and fNtingfr: The Contr`atotor Is cautioned to rx•raise caro in handling, loading. . unloading,'and storing PVC pipe and il:ttl1n a. All PVC pipe shag be transported to a vehicle w With allows the 1. Automatic aontreller{9) shall b• of size and type shown on the Drawings. G. High Voltage Wiring for Automatic Controllers length of pipe ;3 no flat se a not f6 eubj*ot it Ito under banding or a concentrated sxernOI I d at any point. Any seatton of pips that has been dented:oS damaged will be discarded, and if instalird. shall be piaoed with mSW 2, Final loaaflon of automafio cantroll•r(*) shall be approved by the City of Rancho Cucamonga. i. f 20 volt pow** oo»nactton to the automatic oontroNer shall b• p w� CITY piping. provided by the Contractor. �Q, p Cjt✓� P� �I t�� REVISION DATE APPROVED 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to such aufomatto controller location to to �' 1.03 SUBSTITUTIONS - "- be furnished electrical others. The final eleccal hook-up shall be the moponsibllity of the Contractor. 2. All elrotrioal worts shall oont" to local oodee. ordinances, and union authorities having jurisdiction, A. If the Contractor wishes Usubstitt 4 any equipment or mefertats for the equipment or mot tel. listed on the L" Electric Control Vatvers H. Romot• Control Valves: r CITY OF RANCHO CUCAMONGA Drawings and Speolfteations; he may do se by providing the following information to the City o Rancho Cucamonga for app,rovais 1. All electrle aavtrol valves shall be the tam• •iz* and type shown on the Drawings. 1. Install where shown on the Drawings. Where grouped together, stew at lwsf twelve (12) inches between adjacent valve boxes. Install such remote oonirol valve In a **Perot*valve box. 1. Provide a statement indioating this reason for making the substitution. Use a separate shoot of paper for each 2• AN deotrie control valves shag hay a manual flow adjustment. I. Flushing of System: Nem to b• Oubmitted. 3. Provide and Install oma controlvaiw box for each elooMe control valve. BASELINE ROAD ' 2. Provide catalog Itt•rahrre�, performance charts and flow charts for each item to substituted. 1. After all new sprinkler pipe Tines and risers on in piste and oonneaied, all necessary diversion work hos been M. Control Valve Boxes: atmpited, and prior to Tnr+tanntlan of sprinkler hoods, the control valves shalt be opened and full head of water TRACT 16776 RANCHO CUCAMONGA CA 3. Provtd* the amount of cost saving• if the substituted item to approved. used to flush out the system. 1. UOe 10" x 10-3/4" round box for all gats valva. Corson Industries #910-128 with green twit-down cover or t 8. The City of honcho Cucamonga shtrll have the sols responsibility in accepting.or rejecting an tuDmittat ttsm approved equal. Ext•nslon siowe •hart be PVC with minimum also of six (6) inches. 2. Sprinkler heads shall be installed only after flushing of the System has' boon accomplished to the complete as an approved equal to the rqutpmenf and moteriali listed on the Drawings and SpeatfTcottons wtiNaotion of the oily of Rancho Cucamonga. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. Carson Industries # 1419-129 with green - 1.06 GUARANTEE bolt-dawn cover or approved equal. J. Sprinkler H.ads: IRRIGATION & CONSTRUCTION SPECIFICATION A. The guarani•* for the Irrigation tlyotsm shall be mod In accordance with the attached form. The General 3, Use 6" diameter x 8-3/4" deep round plastic valve box for all quick aoupling valves. Corson Industries # 608-t2 1. install the sprinkler hoods as designated on the Drawings. Sprinkler heads to be installed in this work shall be V-WoWi A &s- --_ Conditions and Su"IffnOnfary Cortdlitais of these Spesifiootlons shall be filed with the City prior to acceptance w� gavel$ fox-iook cover or approved equal. equivalent in all nap:oto to thea* itemized. . of the Irrlgatton *stem. e e-t 2" x it" x 11" roots W sax for d sioctrlc control vaiwt inttailod Wlihin 0n-9MI landtaptd groat, 2. Spoof of hoods shop no txend Mo maximum indUM on the om !. In n8 No #heti tht # stn ext �� X2'123 APPROVED BY: DATE: 2 4• Ut � � CITY ENGINEER gt�gRCE: 24953 1. A copy of the 6uaranta form atAll be included in. the OPONt1011t gnu 0111106nonc6 manual. Carson Industries # 1419-128 with green bolt-down cover or approved equal. the maximum recommended by the manufacturer. � � IA� . \1W&S O , 99 DESIGN PIAN PREPARED BY: RECOMMENDED ��, ,oy�� D 15 �► FRANK _ � ASSOCIATES,INC. a * t to * DRAWN®S Landscape Architects SHEET R 9 V PHONE(714)$32-1774 FAX(714)832-5721 L-� OF - • II 14841 Yarba Sheet,Suite 204 • Tustin,CA 92780 -f Date CH D FI,WL:F-R-AQa PACBffid".NEr DRAWING NO. I 11! " 1 F OF CX\.\`kO DATE: 11/11/2005 RLA NO. 1110 2082"-L -- PRCVECr SHEET NO. 20 OF 21 PLANTING SPECIFICATIONS PART 1 - GENERAL 1.01 Scope of Work: 3.02 Topsoil: PART 6 - W J&ED ABATEMENT Contractor shall provtde all materials, labor and equipment incidental to and necessQry for completing all work, as A. Existing on-sits soils listed as 'acceptable' under 'Site Grading' specification. 6.01 Scope of Work: indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows. B. Topsoil imported to site for use as fill, backfill In planters and mounding, shall be sandy textured. Silt plus clay Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably content of this soil shall be no greater than 159 by weight. The boron content of this soil shall be no greater than implied, and as delineated in the s ecifications. 1.02 Standards: 1 part per million as measuredon the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 p All work and materials shall comply with governing codes, safety orders, standards. and regulations, and most the millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.02 Quality Assurance: minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior A. The Applicator of all wood control materials shall be licensed by the State of California as a Pest Control to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. 1.03 Quality Assurance: 3.03 Soil Amendments: B. All materials and methods must conform to Federal. State. and Local Regulations. A. All Contraeforw performing Site Development work. must be licensed in accordance with the laws of the Stats All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the 6.03 Submittal: of California. Contractor B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material 3,04 Soil Preparation: Prior to the installation of an wood control materials. Y the Landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per dare intended for use in controlling the weedi' Suppliers expected to be employed during the course of construction. � g y p p approval ond, fine grading furnisos h theient and Lands ape Contra tor*cfod on the andaLandscapas e Architeied ctthe and Citydata Control to demonstrP'a�to then compatibility shall th C. Contractor shall obtain and keep in fore* Public Liability and Property Damage insurance, duringentire course All work on Irrigation system shall be complete and Inspected' for recommended a g g �+'� of the Construction Contract. The amount of Insurance shall be determined by City. completed, prior to rototilling and prior to soil amendment work. weed control materials and methods with the intended planting and seed vorlettes present, e D. Prior to start 'of site development work. the Contractor shall notify the Landscape Architect and City to give After rough grades have been established,"prepare all lawn and planting areas by tilling or cross ripping to a depth 6.04 Responsibility and Coordination: starting and completion date*. Contractor shall also supply the Landscape Architect and Ci with the name and of 12". All rock and debris more than 2 in diameter shall be removed from the site, exco t for areas that are to be ` sodded, in which all rock and debris more than 1 in diameter shalt be removed. A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into telephone number of the person in charge of the work. the treated areas and to notify the public. Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly after 1.04 Responsibilities and Coordination: rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities planting area: shall render the Job site unusable for more than 10 days from date of application. for the work to be performed. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 6.05 Non-Selective Herbicides: B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plana at the site 200 lbs. of Gro-Power or approved equal. prior to commencement of any work under this contract. The Contractor shall verify the location and depth of ail The above soil conditioning ars minimal qualities only and should be used only for bidding purpose, because soil Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Post Control conditions may change drastically from the tams those specifications were developed to the time the actual soil Advisor) underground utilities prior to start of work. conditioning take place. Therefore, the Contractor shall obtain his own soils analysts at a rate of one per every C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for oil temporary utilities such as 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils _testing 6.06 Selective Herbicides: water, electrical power and gas as required by him for the construction of., the project. Temporary services shall be laboratory approved by the project La.ndecops Architect and City. Copies of the soil teat to be provided during the coordinated with the City and other contractors on the job site. Pre-construction job conference. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) D. Survey, Reference Points. and Elovations: The Contractor is responsible for establishing all surveys, reference 3.05 Finish Grading: 6.07 Weed Eradication: points and elevations required by him, and shown on plans for proper execution of site construction. After rototilling operations are complete, grade areas to establish finish grade* for planting. All flow lines shall be if in the opinion of the Pest Control Advisor. perennial grasses and woods existing in the planting areas will E. Traffic: The Contrdctor is responsible for all temporary traffic barriers and detours required by,him for ,the matntained and proper tolerances shall be met offer settlement at the and of the project maintenance period. require control prior to removal, spray these areas per Pest ContrG#' Advisor's recommendations. construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by Finish grading shall leave surface of the ground unifo the City or governing authorities. rmly smooth and free of abrupt grade change. A. Prior to the installation of the irrigation system remove and clear a:I weeds and deleterious materials from planting areas. 1.05 Defective and Unauthorized Work: 3.06 Coordination: Allow herbicide to kill all weeds. Rake or hoe off all dead woods to a depth of i"-E- 2" below the surface of the All work which is determined by inspection to be defective in its construction or deficient in any of the Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil soil. ' Physically remove all weeds from the site. requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his amendment work, and planting. (See Weed Abatement section). own expense in d manner acceptable to the Landscape Architect and City. PART 4 - TREES AND SHRUBS PART 7 - LANDSCAPE MAINTENANCE 1.06 inspections: 4.01 Scope of Work: 7.01 Scope of Work: _. The Contractor shall arrange for Inspections b notifying the Landscape Architect. Cit and governing authorities, Provide all materials, labor and equipment necessa for, or incidental to, g p y y g p Y p necessary p necessary t performing all maintenance 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not Provide all mated land equipment, ant, and I in the specifications.ryto nstall all trees and shrubs as shown on lana, as requirements as reasonably implied or. as delineated In the specit cations including. but not limited to the necessarily in this order. Only the inspection pertaining to -the project scope of worts will appy: Y P 4.02 Products Maintain all plants and planted areas. Rough Grading. A.Nomenclature Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas fres of weeds and debris. Drain Lines and Catch Basins. American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Prune trees and shrubs. irri ations (main line pressure, coverage do system operations test). 4 nursery is followed. Fertilized all plants and planted areas. Soil Preparation and Finish Grading. Irrigation. Plant Material (delivery do placement). B.Cgriditisn- Plants shall be symmetrical, typical for variety and y, g Substantial Completion Inspection (at completion of landscape improvements) - 7 Days. Y tYP . Y pedes, sound health vigorous, free from Insecticide spraying. plant disease, Insect.. pests, or their eggs, and shall hays healthy, normal root systems, well-filling their container, Final inspection (offer maintenance period) - 7 days. buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall free* be 7.02 Fertilizers: The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum topped. of seven (7) days prior to the beginning work. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein, or approved substitute as required by the Agronomic soi.is report. Avolla.blo from shall be of the size and caliper normally associated with the container size specified on plans. Removal of all fags, Gro Power (909) 393-3744. 1.07 Guaranties* labels, nursery stakes and ties from all plant material prohibited until the approval of the Landscape Architect or A. Plant Materials: Atl trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final City. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24X sulfur and shall be acceptance of landscape construction for periods as follows: registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 - D. All plant material delivered to the site showing signs of damage or disease or is insufficient to size to carry out Fertilizer Materials. Section 1030 of the Agricultural Code. the intent of the planting plan will not accepted and will be replaced of Contractor's expense. Trees 24" box & larger 1 year 7.03 General: Trees 15 gal. do smtor 1 year E.Sizes of PIarOsSholt be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have Shrubs All sizes 120 days been grown in Containers for of least one (f.) year. but not over two (2) years. Maintenance shall start immediately after landscape irrigation and planting.Cover 120 days Beddin Plant 120 days F.Substitutions Substitutions for indicated plant material will be permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they a''e installed during the progress of tKe, wort, Lawn �isod) od) 120 days approved in advance by the City, and are made at no additional cost to the City. Except for authorized variations, and continue to maintain them until final acceptance of total project. 'Replace any dead or dying plants as directed Lawn 120 days from first mowing all substitute plant materials shall conform to the requirements of these specifications. - by the Landscape Architect and City rival a acceptance Guarantees begin after the project acceptance by City and of the end of the 180-day molntenonce period. Landscape Contractor shall replace and plant ail materials ivhich have died within the time span stated above, of no G.PI{nts Not AotnroYorvl est no rightP o e reject to tree lots of from sit* immediately and replaced with suitabi• A. Irrigation: Operate irrigation system on an established program to maintain- all plants and planted areas in a cost and within 5 days from receiving written notice from the Landscape Architect or City. if dead material is not plans he City roseje entire plants represented by defected samples. healthy condition. irrigation system run-off shall be kept to. a minimum. Damage to irrigation system resulting replaced and planted within the 5 day period, City may replace dead motorial with new material and charge the from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no Landscape Contractor for all expenses incurred. H. Stake all trees, as per details immediately after planting to prevent wind damage. cost to the City. Failure of any part of the irrigation system shall be brought to the.-attention of the City. No repairs other than emergency repairs shall be accomplished without written permission frorn the City. S. Construction Materials: The contractor shall guarantee all workmonship- and materials for all sits development, I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow for a period of one year from date of final acceptance of project. of least 7 calendar days prior to installation of sold lawns or ground cover to provide for thorough watering of B. Weed Control: Keep all planted areas free of woods and debris by cultivating areas at Intervals not to exceed :: trees. All planting holes shall be excavated as defined on appropriate details. 10 calendar days. 1.08 Material and Labor R•I•asea: The Contractor may elect to remove such, concentrations of woods manuol1y or by on approved herbicide program. Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments: releases for all work perforrt>(ed under Site Development. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program ,and as may become Soil amendments shall be as recommended in the Agronomic soils report necessary thereafter by an approved,method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be revtewed 1.09 Disposal and Clean-up: 4.04 Tress Stakes: by the City, prior to any applications. Pest Control shall include Go©hsr control. Remove all waste materialsincludingexcavated material classified as unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, and legally dispose ,of it. During the course Tree stakes shall be lodge pole pine tree stakes. Seo tree staking detail on plans for further tnformatlon.a' D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenancero ram o of the 'work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and and continue to prune plants as directed or as may become necessary until the end of the maintenance remove all remaining •debris and surplus materials upon eornpietion of work, leaving •the premises nisi and clean. PART 5 - �$,QUKQ COVER 'AND BE PLANTS program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and The site shall be cleaned upon the request of the inspector„ 5.01 Scope of Work: overall even appearance. Exterminate gophers and moles;, repair damage. PART 2 - EXECUTLQN Provide all materials and equipment and perform all work necessary for and incidental to installing all ground PART 8 - ACCEPTANCE OF PROJECT 4n 2.01 Protection: cover and bedding plants, as shown on plans, as reasonably Implied, or delineated in the specifications. K Keep oil plant material delivered to sits in a healthy condition for planting. Plants shall not be allowed to dry out. 8.01 General: Bar* root stock shall be separated and heeled-tn. in most earth or other suitable material until planting. Balled and 5.02 Sodding Plants: burlapped plants shall have root bail covered with moist sawdust, wood chips or other suitabis material until Upon completion of installation, a maintenance period of a minimum df 180 days for all loodsaped areas isperennials and Annuals: Provide healthy contaihor grown plants from a recognized nursery, and, of the species and required prior to final acceptance of the work by the City. The Commencement date for the maintenance period planting. variety shown on plans. shall commence upon written approval for all phases of plant'ng installation by the City Public Works Inspector. 2.02 Installation: 5.03 Ground Cover: Maintenance period shall be adequate to verify plant characteristics and establishment. approved b the A. Two ins period: The fj g after all plantings have boon Detailed layout of plants within the planting areas shall be performed by Contractor and app Y Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well completely installed inorderto approve athecbeginning establishment the establishment period, and the second at the end of the Landscape Architect and City prior to planting. rooted in flats or similar containers. establishment period. If plantings are not acceptable at the and of the 180 day period, due to defective Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following 5.04 Mulch: maintenance, then continue establishment until all work meets with the Specifications and can be approved. mixture: S. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of Mulch: Shalt be of compacted wood chip fiber. Infestation. inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of Native, On-Site Soil with rock no greater than 3" in diameter Gro Power Plus, 5-3-1 15 lbs/cy work will be made. All areas shall be neatly raked and free of weeds. Iron Sulfato 2 lbs/ey 5.05 Coordination: (To be used for bidding purposes only, verify with Agronomic Soils Test.) A. Do not have plants deltvered to the job site until site conditions are ready for planting. if planting is delayed,, keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements. After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water-in and establishment. B. Soil preparation and fine grading shall be completed and trees and shrubs Installed prior to bedding-plan#s- and uo• D1=SCRIPTION Of= REVISION cRr ground cover planting. DATE APPROVED Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berm* In turf 5,08 inkfallation: areas to be removed prior to Cify acceptance. CITY OF RCUCAMONGA PART - SOiL AREPA�jj,Qd• GRADING Plant ground cover and bedding plants in moist soil and space as indicated on plans. „� AND FINISH Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture 3.01 Scope,of Work: BASELINE ROADshall be such that soil does not crumble when removing plants from container. - A. Provide ail materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grodtng of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" TRACT 16776 RANCHO CUCAMONGA, CA layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin specifications. immediately after mulching. (Grading shall accommodate the mulch) B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. 5.07 Protection: PLANTING SPECIFICATIONS C. Cleaning and finish gradim% of planters areas gnat ptaft"rlg areas. Erect temporary fencing or barriers to protect planted areas from darnoge prior to final acceptance. r-R+4 x'2123 APPROVED BY: DATE: CIN ENGINEER / (,� RCE: 24953 SC DESIGN PIAN PREPARED BY: RECOMMENDED v to IsiII FRANK RADMACHER -P=? J _�o 4 DRAWN ASSOCIATES,INC. SHEET * f lac * E)is Landscape Architects PHONE 1 ,�A 8 jf 9� Q (714)832-1774 FAX(714)832-5721 L O OF \ 14841 Yorba Sheet,Suite 204 - Tustin CA 92780 A DatO Oc�a' CHE D EMAIL: F-R-A@PACBELL.NE`r DRAWING NO. of CDATE: 11/11/2008 RLA NO. 1110 2U82-L a PROJECT SHEET NO. 21 of 21