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HomeMy WebLinkAbout1784-L DEVELOPER/OWNER 101 LAMDSf�% D * R. HORTON HOMES , INC . " APE ARC " - T -ECTURAL PLANS 119 N. MAPLE STREET, SUITE A S �111� ��ll CORONA, CA 92880 AN CARMELA TR# 1612 8 PH. (909) 272-9000 FAX: (909) 272-9797 BASELINE ROAD LANDSCAPE MAINTENANCE DISTRICT NO , 2 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. L- 1 COVER SHEET 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-2 CONSTRUCTION PLAN 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT < 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. Y W Q SUMMIT L-3 IRRIGATION PLAN 6• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL _ N.T.S. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. HIGHLAND 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-4 IRRIGATION NOTES & DETAILS u' HAVE BEEN APPROVED BY THE CITY ENGINEER. c� L-58. IGATION SPECIFICATIONS 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 IRR WIDE FLAT AREA AT THE TOE OF SLOPE. a a I IFBASELINE ROAD 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-6 PLANTING PLAN BASE LINE 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 cc L-7GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL PLANTING /CONSTRUCTION NOTES & DETAILS 15 t 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. L-8 PLANTING /CONCRETE SPECIFICATIONS FOOTHILL 10 FRINY 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: ` BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS N.T.S. * 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 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED ACCORDANCE WITHBE INSTALLED PER THE CITY STANDARD PLANS. FOLLOWING CRITERIA: CONSULTANTS : PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. CIVIL ENCINEER� a ----- «,T s _�,� • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. _ __ - 20 93 "-x''70 • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. r X54 41 -12 4 * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 5� „ �, DI LALLO LANDSCAPE _ so �1 So e � � 94�ir°ao ° ° !�! • � ARCHITECTURE INC. N►DSCA,p., E N �� ■ N E R . N 42 FF tae IL 440 c 4� 56 ra19 8840 WARNER AVE. SUITE 101 a 937 SOUTH VIA LATA - SUITE 500 12.40 PE-2a3 80 „ COLTON, CA 92324 95 ">0 - i°4 2 FOUNTAIN VALLEY CA. 92708 `' PH. (909) 783-0101 FAX (909) 783-0108 t�iv� 43 �R_19.so 5? rot 714-847-6680 Fax 714-847-6367 s, M.D.S. CONSULTING '°°° 79 top T` ° ' 57 CALIF. REGISTRATION 1230 4r£ OF CAS-�F� 17320 REDHILL AVENUE STE. 350 �,aso,ao fae 51 441810 IRVINE CA 92714 949-251-8821 OFFICE * -,e.so48 97 FF-19.20 PE_,2.7 4- 58 -,2.eo �i;� 50 45 Moog - G WT. W„L 94 251-0516 FAX Iffo!l_ta9! 7775 � 2.40- cur PE- 49 46 aru �4� LANDSCAPE QUANTITIES vF_,a.3 76 (0.78O Ct1CA 60 �jO °° 48cn TOTAL LMD AREA: 33,792S.F. - --- „£_,a70 TOTAL LANDSCAPE AREA . 309426 (/,�� C C� G� 61 A -No --- NARJJICK RI a1 u FF-16.70.72 • 30, T 26 AJ•F• TOTAL PLANTED LANDSCAPE AREA : 189043 S.F. �Y �y DMIMPnON of RevMM DATE .FBF-is io wr * * PE te.2 62 _,a, vE_,a4 *S2 pE_te. _fe TOTAL NON-PLANTED LANDSCAPE AREA 129383 S.F. , ,� - " - J -,4.e re-rs. a' dC z FF_15.20 _,S90 fF_re.10 PF-16.so r ,2' • �� �✓ �r �� �� P A I FF_15.30 »5M„° FF-1540 4 1""' °"'" °"" 71 � (COBBLE AREA& ADDITIONAL 1' WIDTH OF SIDEWALK O j � � -, s3 s4 s5 fib 67 ss 69 7o i ) (40.7% OF TOTAL LANDSCAPE AREA} J O H >� TOTAL STREET TREES PER ST.: H TITLE SHEET � . . . L 1. BASE LINE ROAD - STREET TREE ►-a •e R 7W.TC 702.84 1c x,.09 re 306.5 LIQUIDAMBAR STRACIFLUA 'ROTUNDILOBA' 7 QTy, 15 GAL SIZE 00 BASE LINE RD. & SAN CARMELA CT., TR. NO. 16128 01 R 300.09 1C 709.5!/C IIP 305.90 FL 3D5.M 42 FL 7(15.14 2. BASE LINE ROAD - STREET TREE • MAGNOLIA GRANDIFLORA 'SAMUEL SOMMERS' 17QTY. 15 GAL SIZE APPROVM eY: DAM • CITY ENGINEER RCE: 14953 LANDSCAPE MAINTENANCE AREA 3. BASE LINE ROAD - STREET TREE00111 - PINUS CANARIENSIS 27 QTY. 24" BOX SIZE FAR DI LALLO LANDSCAPE ARCHITECTURE INC. ♦ 8840 WARNER.AVE.,SUCTE 101 4. SAN CARMELA CT. - STREET TREE F FOiJ'CTATh'VALLEY,CA.92708- PZ 714-847-6680 Fax714-847-6367 -�► 8 N.T.S. BRACHYCHITON POPULNEUS 10 QTY. 15 GAL SIZE cHmmCALIF.REGISTRATION 1230 0 PRD oras No 1230 17 84-L PLOT DAI L: 5/2/00 O 32• - I IA L11 W K vl A X 3 � 1 3 3 w 2 O 1 soplA 1 3 j PE= 15. 0 CUT , 2. 00' FF= 15. 50 ?s ' oo' 00 1 0 6 2 ��- FILL � ' �5�� = U )o. PE= . 2 73 U CONSTRUCTION LEGEND E 14. 8 = PE= 14. Q , FF= 16.-� ID CITY SIDEWALK AS PER CIVIL ENGINEER'S PLAN FF 15. 30 FF= 14. 5 0 3 , N b Z N d�d `� 1Q RIVER-WASHED GRANITE COBBLESTONE AS PER d CITY DETAIL 542, SHEET L-1 V PCC MOW CURB PER CITY DETAIL DETAIL 534, L-1 I - 6 3 64 1; v J ' �J i —� 4 PROPOSED 1-I/2" IRRIGATION WATER METER 17. 00 , , 1 0 � 0 --- ------------- L or WO L O DETAIL 542, SWEET L 1 L GRANITE BOULDERS AS PER CITY STANDARD ----------- I AI - ----------- 3 �O 13 1� ® 3 @ 30"-36" 1 /I 3 3 _ r _ ---- — -- --- — — _ Tfy' � ©' 2. 10' PE- 16. 2 z , 0 24"-30" O — -- — -- ---- — --- --- -- ---- ---- --- w f ------ i i 1, 01 1�, ; FF= 16. 7 0 w 72 5• 8 IS"-24" 3 PLANTER AREA ------------ RE HYDRANT PER ENGINEERS PLAN 1 ; _ --------------- ---------- ---- L 00 ` J © ------ ------ -- - —o STREET LIGHTING PER ENGINEERS PLAN 3 - 3 1 3 3 3 3 I 3 I , 104C 5A5EL INE fROAD 1 JIVI o - 15.00' 31 0 0 12.00 ' ® 5 5. 0 P = 1 10. oo' ,00' 1 �g E 6. 2 4 ' = 1 4 10. 01 o00 = 16. 7-0 3 > U PE 5. ---,PE= 15. 7 PE= 16. 0 1 � 1 PE= 14. 7 FF= 15. 90 FF= 16. 20 FF= 16. 50 �' Q d FF= 15. 70 . • NORTH Q PLt— x'4. 9 , —1 FF— 15. 20 d z NV�d 7 FF= 15. 40 L N`d�d Nd�d N`d�dLIJ d NV�d w �ND��7 10.0 66 6 9 //J 1 �y Z J 6 7 / O w 1 ^ .� 65 68 , Jj 2. 00 Q Z 1 9 N 1 W --------- �41f s Q - -- ------------ - ----------- ---------- ---------------- -------------- -- --------------- ----------------- L - ----- ---- ------ ------------------------------ OF G U '.."" No �, ---------- 00 ' ' SCALE 1 "=20'_0" 1 ' Q0 0 3 1 1 Q V � 3 V © Q © , T _ \ 1 B z 1 CA 0E ------------- - ----- ------------ --------- --- > --------- -------------------------------- ,/ -- - - -----------,----- --- -------- ------------- _ __ - ----- --- ------- ---------------- ----------- -------------- --- 1 \ % D + / F / - - ------ - ------ --- SCRIPI REVt" DAT �;- - -- 1' '- ---------------------------------- ----------- -- ------------------------------- - ----------------- - ---------- -- ------ , ------ -- -------- -------- --- ------ -- --------- ------------- -- --- ----- -- ------------------------- ------------- ------- - �- s ---- -------- -- - ---------- ------ _ - CITY OF RANCHO CUCAMONGA BA LINE RO 5 � 3 I 3 3 3 I 3 3 � �'�� ��- �• �'� � 3 I 3 3 2 BASE LINE RD. & SAN CARMELA CT., TR. NO. 16128 FOR ETA TREATMENT PROPOSED CURB FACE I CONSTRUCTION PLAN ■ m"�mw eY: ' • DAV-: CRY ENC1t�EER RCE: 493 PIAN PREPARED BY: FAR DI LALLO LANDSCAPE ARCHMCI'URE INC. SW WARNER AVE.,SUITE 101 fE>!T FAR FOUNTAIN VALLEY,CA.9270E T _�1 p 714-847-6680 Fu 714-847-6367 or CALEF.REGISTRATION 1230 " PRD m 1/22/00 No 1Z3o 8 — L PLOT DATE: 5/1/01 SHEET 9 OF t XER15G4f=E A55E5SI"SENT SYSTEM 6U1"III4R1' FOR SAN CARi"iELA TR# 16125 $FIRiNKLER LEGEND FLOW (GSM) SCH 80 PVC SLEEVING CHART STATION/CONTROLLER KEY PRESSURE vALCUc.ATION5 I. LANDSCAPE (POINT VALUE) SYMBOL MANYACTURE"ODEL • NOZZLE RAD. PSi Q F DETAIL NOTES 1114" SLEEVE 1-4 WIRES 1/2" PIPE STATION '/ 1. WATER CONSERVING PLANTS 20 6 6 RAINBIRD 1812-SAM-PR5-5 Q/H 5' 30 ,10 Z0 1 539, L-5 1 1/2" SLEEVE 5-10 WiRES 3/4" PIPE CONTROLLER Water Meter # Size b RAINBIRD 1812-SAM-FIRS-8 QM 8' 30 26 52 539, L-5 2" SLEEVE 11-20 WIRES I" PIPE El ovation 1309 2. TURF LIMITED TO 25% (45% RESIDENTIAL) 20 2 1/2" SLEEVE 21-30 WIRES 1 1/4" PIPE Static Pressure High 150 P51 Low O RAINBIRD 1812-SAM-PR5-10 H 10' 30 539, L-F, 1604 Source of Information GARLO � CAM A G TY WAT. DIST. 19 3" SLEEVE 31-40 WIRES 1 1/2" PIPE Phone %tuber 3. PLANTS GROUPED BY WATERING= NEED 10 6RAINBIRD 1812-SAM-PRs-12 Q/H 12' 30 .65 130 539, L-E� (90g) 981-25�� 4. PARDSCAPE (NON- IRRIGATED) SURFACE 10 a6 ® RAINBIRD 1812-SAM-PRS-15 QA4,F 15' 30 .93 1.85 .1 539, L_!, 4" SLEEVE 41-60 WIRES 2" PIPE 2r> lu VALVE pate of InformationMARCH-16TH 0CI 6" SLEEVE b1-99 WIRES 2 1/2"/3" PIPE SIZE 5. PERMEABLE PAVING 0 539, L-E, 8" SLEEVE 100+ WIRES 4" PIPE Sr-. OF LSCP. H.G.L• !lean Elevation N,6,. (Required if static AREA pressure unknown) 6. LOW-WATER TURF VARIETIES 0 10" SLEEVE N/A b" PIPE Water Meter Elevation 1309 1. MULCH PROVIDED IN NON-GROUND 5 FLOW X .433 - -NA. COVER AREAS r==1F'MENT LEGEND NOTE: CONTRACTOR TO SLEEVE ALL MAINLINE (GPM) 8. SOIL AMENDMENTS 5 Remote Control Valve P n Size 1-1/2° SYMBOL MANUFACTURER/MODEL a SIZE DETAIL NOTES AND WIRING WHERE EVE=R THEY CROSS Maximum n emand 35 G.P.M. TOTAL POINTS CLAIMED 10 HARDSCAPE OR CO55LE AREAS. Elevation of Highest head 1315.5 MINIMUM MINIMUM POINTS REQUIRED (60) 0 IRRIGATION WATER METER BY CUCAMONGA COUNTY WATER DISTRICT 1 I/2" (1) Pressure 0 R.C.Y. 16P.S.1. FEBCO 825Y-BV-15 REDUCED PRESSURE BACKFLOW PREVENTER W/ WILKENSw6RK 500 PRIES, REGULATOR OR EQUAL W/ 5515C-45-AL BACKFLOW ENCLOSURE , L-5 I I. IRRIGATION (POINT VALUE) BALL VALVES: NIBCO-T-585-10-66 0-1/2" AND SMALLER) t ' Sit! Item P.S.I. LOSS LINE SIZE °>I8L-5 WATTS 403-R7-RW (2" AND LARGER) 1-1/21, 1-i/21, Nater !'toter 2.1 1. LOW GALLONAGE IRRIGATION SYSTEM 20 RAINBIRD 33DNP SERIES QUICK COUPLING VALVE 3/4" 536, L-5 3/4" •'I-I/2" Press. Reg. (Fall-off) 3,0 1-1/2" R.F. Backflow Device 13Z 2. AUTOMATIC CONTROLLER 20 RAINBIRD EFS-CP-PI SERIES ELECTRIC CONTROL VALVE PER PLAN 520, L-9 (1316ID) WEAD ' F'o'K Meter i0 3. DESIGNED TO WATER PLANTS 10 CALSEN5E ETI-ib-DR W/ TP-1, TP-110, W/ ANT-I PORTELEV 2 M%Ster Val ve �A BY WATERING NEEDS © W/ STRONG BOX ELECTRICAL ENCLOSURE MODEL NO. 65-24-SSn20 VOLT 16 STA' 24, 922• L-5 LINg 51jE Gate Vail ve (s) 0.5 /4 ` 400 LF , Dain Line 4.0 4. SOIL MOISTURE SENSORS 1(d MV SUPERIOR 3100 - NORMALLY OPEN MASTER VALVE 2" 16520, L-5 ----_ 14,,E ,,--- --, � Main line 5. RAIN SENSORS 5 1=M CALSENSE FM-215 SERIES FLOW METER 2" 516, L-5N1 FIR Pj,.AN R.C.Y. Assembly 15 /4 SEE BELOW SEE BELOW Lateral Line loss(TOTAL) 565 ro. WIND SENSORS 0 -'-'-'- SCH 40 PVC MAINLINE SLEEVE / SEPARATE SC-W. 40 WIRE SLEEVE SEE SLV.CHART 5.33, L-5 f /4 \ Lateral Line LOSS 1. SENSITIVE TO SLOPE FACTORS 5 r i4 /4"� lateral Lire Loss NOT SHOU+N OF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PiLOT 12/14 GA 0 '` Fittings Loss 10%) 3,2 8. RECLAIMED OR RECYCLED WATER 0 ._ �I" Elevation Change TOTAL POINTS CLAIMED 10 SCH 40 PVC(1-1/I' OR SMALLER)PVC CLASS 315(OVER 14/2") IRRIGATION MAINLINE PER PLAN 532, L-5 0 J� � MINIMUM POINTS REQUIRED ((.O0) SCH 40 PVC IRRIGATION LATERAL LINE PLAN SIZE 0--32, L-5 J •� Total System Losses: 31.25 • Pressure to Operate Head: 30,0 SCH 40 PVC LATERAL LINE SLEEVE 2X LAT. ¢, `. ` 33, L-5 / � � Total Pressure Required: 61.25 a Lowest Static Pressure Available: ( �• Pre-Set Regulated Pressure of required): 85 2 �J , 14"� Residual Nater Pressure:6 _1115 • �- E= 14. 8 14"` City Required Residual Water Pressure: 15-20 PSI I PE_ 14. 6 cC P E 14"� 3/4 i„ 14,� FF- 15. 30 FF= 14. 50 FF: PE= 1 . 2 73 1 � L CL � Revised 12/92 LATERAL ONE LOSSES Nd�d z NbIdd4 FF= 161�0 \ QTY LF. SIZE P.5.1. LOSS I" 65 2" OAS 20 1-1/2" 0.44 1�' 180 1-1/4" 2.11 6 64 I I; ' ' I 14 \ I 140 3/4" 0-11 ELE \\ (TOTAL) 565 O1111 ----------- 3/4" 1 /4 'I 3/4" *4- 3/44 3/4" /4 3/4" rr i \ 41 3/4" 3/410 Y 3/4 1 4" I I" 314" % % O , �� - " 1140" µ -SF. 314 OT „ ___ ___ PE 16. 2 1 3/4" 4" 4a 314a /4 " 4" __ _ - - --�. F 4" FF= 16. 70 w72 .r��i-._ •_-__--__ - _ - ---------- 711- -_ter_-.-_ - 3/4"3/4" - _ --- 3/4" 314' 3/ 3/411 - - ---- - -- - ---- - ---- - /4' - _ ---- - ---- --------------- ---- - - -------- ----------- ---- b" h11. SLEEvE�' _ -- ----- \ 1 ---- �/¢' - -- --- - ___--___ �_______ ----------- I-1/2 I I/ 1-I/4" 314 � " -I/4° I-I/2� I-1/2` - ___-- To CONNECT To�tl I l?'t4�1ERMEiTB!n'+orAeLE�SERVICE uE ao .�•_._•�•-,�•-�•_•�• •_•�• •!�'�•_•_•_._• •_._. •_.� .�.�._._._•_ +, RLo T 6HdWOTA6NECEAN6. . METERTAP16LIRBEINTHCUC..YIONCsA ` •_. •_.�._..�._. ._._. . JJAfER A6 NECE66AR1'. METER TAP IS TO DE INTO K' \. W LRE N 6 ALL WW 16 TO DE PER CITY STA iDARD6.MAM'�Jf'T D1�9.I / _ _ _ 046 STATIC PRE AT METER I6 v- ft. (PR O&M RFOR'1ATICN RECENED 3/4" I ' !*OM AT riD.ON VWW(909)96'1-2591 CONTRACTOR / 2i -V4 24 •U2 �5 -1%1 �i -I�4 310 . 15 TC TO VERIFY AILAE9LE PRIF50RE TO START OF NWGATiCN WW aro 08. 68 I C 130 SF. 1400 S.F. 1401 OF. 9m4 Of. NOTIFY ARc►+ITECT aro R�PECTOR of ANY a6cR�►ara 1-, 4" 30 48 FL /4" 08. 01 FL BASELINE 309 . 58 TC ROAD • • I 1 " MTGMA A 114 4 GAL ETI -DIF U!/TP-I,T!'-TtO, -I !"TORT 309 . 09 T C LER BE INSTALLED IN A ------------------------------ ---------------------------------- ---------------------- 68 BOX" 6 R&E88 STEEL MODEL NO. -?4-bE3/1?C VOLT I --------------------------------- 308. 91 F L NORTH L--- -------------- o6uRE (NATE 110/120 VOLT POWER OUT AT ----------- T 3 O 8. 4 2 F L _ _ _ _ _ _ - _ _ _ -- _ _ E DETAIL '. LOGE ION WTH ELECTRICAL ," „ It 2 OF. E DETAIL 'A' SHEE CONTROLLER IS TO ESE [>E� I-114" , --- ----------------------------------------------------------------------------------------------------- +------------------------------- A6 A 001"IPLEJE Y, L GONTiROL 'A' lib b TION) AND '4 ________________________3 a -- -L----------------------------- 2' _ �' ------------ -------------------- PE= 16. 2 1-I -1/2 o,��e 2 2 OF. au �eNT>:It = 16. 7 ALLIN ,� R 111111111 Aim SCREEN WI SI•+11t1B FF- 15. 90 FF- 16. 2 0 r _ _ _ L _ --� [-_ i :1. � � -_ -- - - - - ' � P!<� -EXE:. ±2G._aT[�1 PE= 14. 7 d FF= 15, 70 s FF= 16. 5 0 �HITREC?Y ® b /4" 11_ 1 11 of cA�'� FF= 15. 20 Pte- Y14 9 z N`d�d ," I• -! U J SCALE 1 -20 -0 Nd�d 71 1 'FF- 15. 40 d L Nd�d 17 NVId ,.�'. , LTJ d 2 N V-1 d 66 69 4 " I-114" 3 4 6 7 4 - 4„ oo 65 6 � 70 " 1 3/4 _114" �' � I 1314.1) �Y4" 0 0 , ELEVATION 1" / 1 1 1 L tT- - -------------- ------------------------- ------------- -------------------------- ---------------------------- -------------- ' � ------------- --------------------- --- -------- 4 „ ; r - ' b I' /4" - --- _� 4 r i ' /4 3/4" 3/4" 3/4' 1 1 I VFKRIM � REVISION �� lie A 1-14" '-'�" 3/4" " �, 1 CITY OF RANCHO CUCAMONGA J j 3/4" I" .---�• --- 1-1L�------------ I-i/4 1 I 3/4" 314 1" a "1-112" 1.1,2" " " �3/4- BASE" LINE RD. & SAN CARMELA CT., TR. NO. 16128 ` -1/4' I 14 , r� /4 3/4 r �. 3 3/4 1 �. , ;a 3/4" 3/4 3/4° 3/4 -3/4" ' IRRIGATION " 3/4" _ - - - ---- . 3/4 314" � _ ---- 314 - 3/4 _ 3/4 3/4" 3/4° -i r - -- ---- ---- --- -- - ----- ---- -- -- --- --- - -1-1/4" 1--- ---- ---- -- ---- -- 3/ _ 1 I/'1 -- - 3/ '---- 1-I/4" _ ------ ------- --- --- ------ ----1d 1-1/4 3/4" ,d�il. _ PLAN - - --- Y----- -- - --- /4.. /4" -- - --- - /4" � EE1/E _ 3/4 �I 3/4 __ ___ ___ _ ___ __ 3/4 ; / ----- ------ Ile -- --- -------- -- -- --- ----- ---------p /4" --- --- 3/4' I/2" --- - - 1 ' 3 ------------ -----3! "- - - ---- h4' -----------3/# ---------------------------------------- ----------------------------------------- TE: - 3� ------- -----------------�„- -------��----------------------- 2 1 � �"- -- -- -�-- , � 4 / EN�NEERBY. 49 - ---------------------- -- cffy J'1 RM- n2 2 2" 2" 2" �� -------- .•_•_ •_•_•_•_•�.•_ . ��/ • •_• • • •_•_•_•_• •_•_�.�•_•_•..�•�•_•�•_•_ •_•_•_•_•_•_• •_• •_•_•�•_�•_•_•_•_•_•_•_•_•_•_•� •_•_•_�.•_•�r.�•_•_•_•_•_•_•_•_•_• ��/ ' 1111 PLAN PREPARED BY: _ _12 FAR DI LALI..0 LANDSCAPE 40 -I 33 -U2 RC1 WARNER INC. 310. 15 TC 1332 OF. n31 OF. j j >�w�RNER AVE,�v>;.,�toiI�r 1880 SF. �`�' 714-M7-M80 VALLEY,Fax 714-U7-6367 =3��� 4 F 310. 10 TC 307. 6 4 TC 307. 09 TC r�I SF. ( 306 . 57) TC30 8 La CALIF.REGISTRATION 1230 �18q - L PRD I/22/QO 1230 I 1 87 - L ( 305. 90 ) FL °"�` -------- +------------------------------------------------------------------------------- --------------------------------------�--------------------------------------------------------------------------- - PLOT DATE: 5/1/Ol D ------------------------------------------------------------------------------------- ,-------------------------------------------_--------------------+---------------t------------------------------------------------------------ + -_' ------ SHEET / OF ,� TO SPRINKLER - ANGLE PIPE TO 24" STRONG BOX MODEL NO: Dr SPECIFIED DEPTH WITH 45' ELLS SB-24SS/120v BACKFLOW ENCLOSURE STRONG a BOX MODEL NO. SBBC-45-AL SCH 40 PVC MALE ADAPTOR FRED ; w SCH 80 PVC UNION BACKFLOW PREVENTER g m 'SNAP-TITS" WATERPROOF _ ASSEMBLY Z BRASS OR PVC NIPPLE CONNECTORS OR EQUAL ROUND PLASTIC VALVE BOX ELECTRIC CONTROL VALVE ❑ N EN WHITE NIPPLE - TYPICAL W COVER ETCHED "IRRIGATION GATE" a ENCLOSURE TO O GROUNDED PER a � LOCAL CODE. GROUND ROD TO BE BLUE (4) PLACES (CARSON OR EQUAL) W m g PLASTIC VALVE BOX INSTALLED INSIDE ENCLOSURE. ON t, ? MARKED IRRIGATION RCV" . CONTROLLER SIDE. WILKENS NIPPLE F . z Z (CARSON OR EQUAL) EPDXY FILLED WATERPROOF " " a n FINISH GRADE g w ETCHED WITH CONTROLLER 500 6 THICK X 12 WIDE a AND VALVE SEQUENCE CONNECTOR OR EQUAL g PRESSURE CONCRETE PAD (LENGTH VARIES Z REGULATOR PER SIZE/MANUFACTURER) - - - 6" MIN PIG TAIL EXPANSION OR EQUAL BRASS WYE STRAINER= _ . 1- FINISH GRADE FINISH I I I I IRRIGATION CONTROLLER LOOP (MIN.24" LONG) WITH 60 MESH a0_ SLOPE TO DRAIN AT MINIMUM I=I I I-I 1= "I a GRADE I 1 I I MONEL SCREEN ' 2% I I-III BALL VALVE - 1 1/2" OR SMALLER WITH 1E I 10 I I I 1 PLASTIC VALVE BOX CARSON OR WATERPROOF ALL 1 " UNION FINISH GRADE -I I-1 I STAINLESS STEEL HANDLE I�I) MIN I I I I FOOTING x INSTALL x 6" CONCRETE ( I -I I I I-III' _ SIDEWALK L___I .. ?% FOOTING INSTALL A MINIMUM of WIRE CONNECTIONS 3" ABOVE GRADE AND SLOPE EQUAL) WITH PLASTIC INTEGRATED k PVC SLEEVE I-I I RESILIENT WEDGE - 2" OR LARGER WITH I=i I I MOS 1 C'' I C TOP TO DRAIN AT MINIMUM OF 22, • ►• • • GATE VALVE 2" OPERATING NUT Z - - •D 'O LOCKING L10. PLACE AT GRADE IN � � x x �,• ,_•, •• �• � ,• .• . REQUIRED FOR EPDXY COATED I I SENSOR _ _ �=1 I I-1 I I I-1 I � 00 00 TURF AREAS AND 3" ABOVE IN PIPE THROUGH Z - - � _ .o,.. PLANT BED. -I ••'• 11=_III= II III II-111- _ CONCRETE PAD -y iv WHERE • (-III-III-II II III-III-III_ -= - - - - - '-I I - I I-1 I I 11=1 VALVE I I REQUIRED a -� - coMMON rE1RE/CONTROL WIRES IN _ I I=III� - I-III-III I I I-III-III-1I 3 SCHAD PVC CONDUIT. PIG TAIL EXPANSION x I = I- _� NIPPLE - TYPICAL O0 -I I I-I I I-I I I III-III-I I I- I I 1 -1 I�-I I�I- (2) PLACES TI=1 I I II=I � � 3" PIooP(MINX 2A4 SI ONG) LOOP (MIN.24" LONG) �•c " �c WHITE 2 -I I _I FROM WATER SOURCE'III I I- 1-1 I i� I I-)I I- (COMMON) _ _ =I SCH 40 PVC MALE I�I i l I i f- 120 VOLT WIRE IN RIGID STEEL 6" BLUE aD -111-11 -I 90% COMPACTION - 11=mADAPTOR 1-1 11� 3" 3" 11=111- z FLOW ( BRASS ANGLE CONDUrT (PER LOCAL CODE) 90' SWEEP ELL WARES I I I .i I REQUIRED ,I LLL _ 1 i=11 3" \ 1 -� VALVE W/UNION TO POWER SIDE OF CABINET (TYP.) � � I I - - I I I=III-• - 3/4 WASHED RED I h I W-► - MASTER CONTROL OME ER •' 111- . : Z_ 'a'•�� CRUSHED AGGREGATE o.o o a• ANT 1 ANTENNA PORT EPDXY t _ 1 •f.; , I A. HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF BLACK VALVE I I •• �s _ ► . O►P • i�p p E PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION LINE TO SYSTEMS I - I do" m ' F`%� - -1 - I I-) :a °;P "�•p III I _ LIGHT CONTROL As REQUIRED PER PER CITY AND CAICENSE REP. FLOW METER CONCRETE THRUST BLOCK ELBOW z I I=1I I o-0 0 o-o' III _ I I-1 I I_I I I- II NK SCH so PVC NIPPLE PLANS. DIAMETER SAME PER CCWD STANDARDS TYPICAL (4) PLACES g -I I=I II- CONTROL e: COMMON WIRES SIZE ELECTRIC METER PER SCE METER SIZE W IGID PIPE AND RELATED FITTINGS SHALL BE PER � -1 �ih% 1 _ ��� CONTROLLER MODEL W. DIAMETER SAME 9ZE CUCAMONGA COUNTY WATER DISTRICT STANDARDS. :d'o�p i°'o _��..�• I ____ _ _ _ AS FLOW METER SIZE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO -) I o :P� I I PER PUTS' � REFER TO CONTROLLER NOTES: CONSTRUCTION. - I I- FIT - - I I- INSTALLATION STD. I I 1. INSTALL PER LOCAL CODES. I I=11 f=I I I� HT1=111=11 IF_I SECURITY HT TIMER REQUIRED PER LIG MINIMUM DISTANCE DOWNSTREAM OF 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24 FROM ANY 3/4" WASHED CRUSHED BRASS NIPPLE PLANS. FINISH UNINTERRUPTED PIPE (5x DIAMETER STRUCTURES OR HARDSCAPING. AGGREGATE BASE OF FLOW METER SIZE) SCH 40 PVC SXSXT TEE GRADE " e' GROUND R00 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) PRESSURE SUPPLY LINE I I I I NOTES: 2" SCH 40 CONDUIT MINIMUM DISTANCE UPSTREAM OF MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. I I I I 11 1. PLACE AGGREGATE PRIOR TO INSTALLATION ,)F VALVE BOX. NOTES: FOR SECURITY LIGHT MIN. UNINTERRUPTED PIPE (IOX DIAMETER 4. ORIENT UNIT PARALLEL TO STREET. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. WIRING. 11 I I I % 120 VOLT WIRE IN RIGID OF FLOW METER SIZE) 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. STEEL CONDUIT (PER 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. - ) I 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. , - .�` ' �� Local CODE 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I � 1 DISIMILAR METALS. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER VALVE NUMBER. I 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER ANDWHEN MAINLINE IS 3" OR LARGER. VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONG A, CALIFORNIA CITY OF RANCHO CUCAMONGA, C�UCCAAM?O.7�NTGA, �TCTA�LIIFORNIA APPROVED By, PLAN r:APPROVED By- STANDARD REDUCED PRESSURE STANDARD PL An w APPROVED BY, VALVE STANDARD PLAN � APPROVED Bre REMOTE COOL •AL E WITH STANDARD PLAN �'���D BYE CONTROLLER ER E CLO�7 RE STANDARD PLAN FIAT/ METER INSTALLATION 516 BACKFLOW PREVENTER - 9" or smaller a.11er 517 518 SHUT-OFF VALVE ac UNION 520 - TYPE A 522 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITN STANDARD SPECIFK:ATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FYI CITY 24953 SHEET I � I Ir R.c.E. 24953 SHEET t OF I R.c.E. 24953 SHEET I aF I R.C.E. 24953 sHEET I OF I R.c.E. 24953 SHEET I OF I STAND ALONE CONTROLLER WITH ANTENNA 4" THICK LAYER OF MULCH HI-POP SHRUB HEAD BODY SET TO ANT 1 ANTENNA PORT TAPERED AT 45' AWAY 1 4" ABOVE FINISH GRADE EPDXY FILLED LOCATED OUTSIDE OF BOX. PLASTIC VALVE BOX r'i COIR' STRUCTURE� FROM HEAD FINISH GRADE INSTALLATION OUTSIDE OF BOX. ATION COAXIAL CABLE ETCHED-QC'(CARSON OR E&AL.) HARDSCAPING HAROSCAPING(SEE NOTE 4) PER CITY AND CALSENSE AT(TIRADE IN LAWN AREAS REPRESENTATIVE. Iii::E CALSENSE CONTROLLER T ABOVE GRADE T --SHRUB ' - - - - •. • . + AND GROUNOCOVER AREAS le'MAX -I i=_ -_ j} 1r t MODEL N0. PER PLANS -I I I-I I I-1 I I I I I-I I I 11414" ri CALSENSE TP-110 DEEP W.P. JUNCTION BOX __ _-_- _ - _ = PEJISN GRADE . . . . . 0 111=1 I I-I I I I I-)I I I SURGE ARRESTOR _ • .• .116 • -1 I I-lI1-1 I I I I CALSENSE HARNESS N II I I I I I=III=1 I I I L I I I I_I I I-I i_ >ti -III=III I I-1 120 VOLT DUPLEX --. I-I I I I_I I I _I-I III-I I I 33�« OUTLET (GFCI) W/ m' CAL N -1 Z =III I I-_III -III I I-_III cAP VALVE !I 11 I 11=1 I I RESET SNATCH TRANSIENT PROTECTION WITH BOARD N e I-I I I I I-I I I I • CLEAN BACKFILL - SEE i = - CLEAN BACKFILL - SEE STAINLESS STEEL `� I I I I I I I II SPECS. FOR MATERIAL. � I I I SPECS. FOR MATERIAL. SCREW CLAW It MINIMUM(3)PLACES FIELD WARES �+ I-I I I 907 COMPACTION REQUIRED , I_I I I 90% COMPACTION REQUIRED -III I I- -III ED I I- " to AGGREGATE BASE • , , • • •L-1.,F • • Z I-I NON-PRESSURE LATERAL LINE: I-I I PROVIDE 6 MIN. OF SAND -III I I- TRENCH SNAKE PIPE IN _III - BEDDING AND SHADDING �.�.�.'. '.: �.�• I I I=1 I I .. •• • ••• • .• 11, •. ENCLOSURE MOUNT "' _III - _ -III . . . . . . . . . . . . I I=I i SCH 40 BRASS HIPPIE PRESSURE SUPPLY LINE: SCH 40 BRASS NIPPLE- SCH. 40/CL. 315 SNAKE 24'LONG I I I=1 i 11= PIPE IN TRENCH -III 1 L I E NOTES: I-III I I-I I I-III = CONTROL WIRE SLEEVE - _ _ SIZE PER PLAN INSTALL 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL - - ADJACENT TO PRESSURE SCH T PVC CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR -I I I-I N I = CONTROL WIRES - BUNDLE a -III-I �� III MARLEx 90' STREET ELL 90' STREET ELL PRIOR TO CONSTRUCTION. AND TAPE AT 15' O.C. AND SUPPLY LINE Ed I 1=11 I INSTALL ADJACENT TO _-I I _ _ _ - � LATERAL FITTINGMARLEX 90' STREET ELL SC►i SO PVC e(I NON PRESSURE 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN -III-I -I - I I PRESSURE SUPPLY LINE -III-I = - - PRESSURE SUPPLY LINE STF:EET ELL LAE SEQUENCE OF REMOTE CONTROL VALVES. I _-I I -I -III-I I yil�- -III-III-I 1I - SLEEVE - SIZE TWICE PRESSUFESUPPLY SCM40BRASS9' NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE 3. RUN ONE EX,RA WARE COLOR: ORANGE) TO FARTHEST RCV ON EACH I- PROVIDE 6" MIN. of SAND I I, III I=III DIAMETER OF PRESSURE UNI:FITTING STREET ELL TYPICAL (2) PLACES BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE I I-I 6" BEDDING AND SHADDING I I-I I 6• TYP SUPPLY LINE PRESSURE SUPPLY IME M REBAR STAKE WIRE AT THE ENCLOSURE. Ld 1 (24'LONG) ANTI-DRAIN VALVE AS REQUIRED 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. I NON-PRESSURE LATERAL NOTE: LINE SLEEVE - SIZE TWICE NOTE: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE NOTES: DIAMETER OF NON-PRESSURE 1, PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. AND EDGES OF LAWN. CONTROL VALVES. NOTE: 1, ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE 2. USE TEFLON TAPE ON ALL MALE THREADS. 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE a (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER3. ROUTE SLEEVING AROUND HANDICAP RAMPS. COMPENSATING FEATURE AS PER THE IRRIGATION PUN. 1 SYSTEM PRIOR TO ACCEPTANCE. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3" AND LARGER 24" MIN. DEPTH STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE, STRUCTURAL SECTION). C4 7 CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED Br. I APPROVED By, I APPROVED Br- AP'PROVIEDBY'. 8TANDAADPLAN 1 APPROVED BY- PROVED n STANDARD PLAN so STANDARD PLAN �o STANDARD PLAN OU{CK COUPLING VALVE WITHIN VALVE iO STANDARD PLAN �9 CONTROLLER ASSEMBLY o TYPICAL TRE =(; a TYPICAL SLREVING o INSTAU ATION - TYPE A 524 532 599 BOX - FOR NON-TURF AREAS 535 HI-POP SHRUB SPRAY 539 6z a• y W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITYEI'IOINEEiI DATE LMINIH9TANDWO PECOCATI NS FOR PII.ICWOPM00.�3T>tIt1CT> 11 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION J SHEET 1 1 I RCE 24953 SHEET 1 � I � R.c.E. 24953 SHEET I � I �a.c.E. 24953 SHEET I t1F I RICE. --249.53- Of R.C.E. 24953 "SNAP-TITE" WATERPROOF IRRIGATION NOTES ,T£ OF CPQ-I�� CONNECTOR OR EQUAL 1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)IIVTERFERE WITH THE SPRAY PATTERN OF WIRE SERVICE LOOP (LOOP CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE ENOUGH WIRE TO EXTEND WIRE CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE BUNDLE 6" ABOVE GRADE) OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE SPLICE BOX COVER WITH 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR(IF Com- LOCKING TOP ETCHED "S.B" REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL • MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED 011 VALVE(RCV)ON EACH BRANCH PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN m AT GRADE IN LAWN AREAS SITE BY A REPRESENTATIVE OF THE CITY. ENCLOSURE FOR IRRIGATION WIRING. 3" IN PLANTER BEDS 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX(SB)SBBC45_AL ALUMINUM ENCLOSURE, 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. WEEK(GROUNDCOVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 PIC TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. DE9CR1P110N OF REVISION DATE 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE CITY OF RANCHO CUCAMONGA 12 x 18" GREEN PLASTIC METER BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO BOX. CARSON OR EQUAL ARCHITECTURAL FEATURES. THE ATTENTION OF THE CITY. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO 12. AUTOMATIC CONTROLLER TO BEA CALSENSE ETI- if (STATIONS)-DR(DIGITAL RADIO)W/TPI,W/17-1 10,ANT-1 BASE LINE RD. & SAN CARMELA CT., TR. NO. 16128 COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. ANTENNA PORT INSTALLED WITHIN A STRONGBOX(SB)24SS/I20 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/IiERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES, ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL IRRIGATION CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE DETAILS & NOTE S AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY, FOR ANY DAMAGE OF CITY•S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. SAID UNDERGROUND FACILITIES. 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL POWER HOOK-UP FOR THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COORDINATED AND PAID FOR BY THE DEVELOPER. APPROVM fffi ' DATE Z24VOLT WIRES. TAPED AND COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. CITY ENGPIM RCE: 4933 rn BUNDLED AT 15 FT. INTERVALS 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS N 2 CU. FT. PEA GRAVEL OTHERWISE DESIGNATED ON THE PLANS. D1tf DI I.AI.LO LANDSCAPE ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS V4" FAR ARCHITECTURE INC. CITY OF RANCHO CUCAMONGA, CALIFORNIA ABOVE FINISHED GRADE. oam 8W WARNER AVE.,SUME101 HW p 0,APPROVED BY. STANDARD PLAN FAR 4-847 O FaILUNTAIN E714-847-6367 �'-4 or 8 CALIF.REGISTRATION 1230 24 VOLT SPLICE BOX P� /�^/ �_ JoM� m I S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I PRD V22/0O a 1�0 �V / _ R.C.E. PLOT DATE: 5/1/01 SHEET 11 OF ___ _._ __ _ . ._ . 5. On or before the date of the final field observation, the N. ------ Contractor shall deliver the corrected and completed sepias to 4. Provide for a minimum of eighteen (18) inches cover tor an 3.06 !''IELll t1UAL11 Y LUN 1xuL epias ill 3. Pressure main line piping for sizes 1-1R"and smaller shall be 1. Automatic controller(s)shall be of size and type shown on the pressure supply lines of two and one half (21/.")) inches or the City of Rancho Cucamonga. Delivery of the swill not relieve the Contractor of the responsibility of furnishing PVC Schedule 40 with solvent welded joints. - Drawings. smaller A Adjustment of the System: . CITY OF RANCHO CUCAMONGA required information that may be omitted from the prints. 4. Schedule 40 pipe shall be made from NSF SM Type 1, PLANTING AND IRRIGATION SPECIFICATIONS Grade 1 PVC compound conforming n ASTM resin 2. Final location of automatic controllers) shall be approved by 5. Provide for a minimum of twelve (12) inches for all non- 1. The Contractor shall flush and adjust all sprinkler heads for the City of Rancho Cucamonga. pressure lines. optimum performance and to prevent overspray onto walks, ents as set roadways,and buil as much as possible. C. Controller Charts: specification D1785. All pipe must meet requirements y , drags po SPRL4701YR IRRIGATION SPECIFICATIONS forth in Federal Specification PS-21-70. 3. unless otherwise noted on the Drawings,the 120 volt electrical 6. Provide for a minimum cover of aghtem (18) inches for all 1. As-builts drawings shall be approved by the City of Rancho shall be Schedule 40 11-1 NSF power to each automatic controller location is t�be furnishedthe control wiring. 2. If it is determined that adjustments in the irrigation equipment Cucamonga before controller charts are C solvent-weld fittings cal hook- will provide proper and more adequate coverage.the Contractor C PV stings to P -G Pt��� 5. final electrical hook-up PART GENERAL g approved conforming to ASTM test procedure D2466. re others. The 1.01 DESCRIPTION 2. Provide one controller chart for each controller sequence. responsibility of the Contractor. 7. Refer in City Standard 120 "Trench Repair" when within City shall make such adjustments prior to planting. Adjustments 6. Solvent cement and primer far PVC solvent-weld pipe abet streets susceptible to traffic loads. may also include changes in nozzle sizes and degrees of arc as L. Electricontr Col Valves required- A. Scope of Work: Provide all labor,materials,transportation,and services 3. The chart shall show the area controlled by the automatic fittings shall be of type and installation methods prescribed by B . Backfilling:_ sed sprinkler heads the Contractor shall be and rat necessary to furnish and install the Irrigation System As shown on the controller and shall be the maximum size which the controller the manufacturer. size 3. I. All elextric control valves shall be the same tYPe Lowering �� by door will allow. The tieachts shall not be backfilled until all required tests are accomplished within ten(10)days after notification by the City. Drawings described herein. 1 Drawings.wing shown on the Drs gs the following Trenches shall be carefully backfilled with the 7. All PVC mutat bear owimig markings performed, Y P� P� B. Standards: All work and materials shall comply with governing codes, 4. The chart is to be a reduced drawing of the actual installed 2. All electric control valves shall have a mamrai floe'adjustment• excavated materials approved for backfilling, consisting of 4. All sprinkler heads shall be set perpendicular to finished grades safety orders, standards, and regulations, and meet the minimum system. However, in the event the controller sequence is not A. Manufacturer's name earth, loam, sandy clay,sand,or other approved materials,fiee unless otherwise designated on the Drawings. Public Works it shall be enlarged to a Nominal i size valve box for each electric requirements of the Standard Specifications For Pub legible when the dna is g b. pipe control vol from large clods of earth or stones. Backfill shall be r��, one cavi >t9 Pec eBi a'mg 3, Provide and install Construction Green Book latest edition. size that will be readable when reduced C. Schedule or class mechanically compacted in landscaped areas to a dry density 5. Rain B' -PRS valves will be set per manufacturers ( ) v control valve. d Pressure rating in P.S.L con equal to adjacent undisturbed soil in planting areas. Backfill specification so that each lateral operates at design pressure. 1.02 QUALITY ASSURANCE d:REQUIREMENT'S 5. The chart shall be a black line or blueline ozalid print and a e. NSF(National Sanitation Foundation)approval will conform to adjacent grades without dips, sunken areas, t color shall be used to indicate the area of coverage for Date of extrusion M Control Valve Boxes: y different g f. humps or other surface irregularities. B. Testing of Irrigation System: A Permits and Fees: The Contractor shall obtain and pay for any and all each station 1, Use 10" x 10-3/4" round box for all gate valves. Carson is and all observations as required. B. All fittings shall bear the manufacturer's name or trademark, with bolt-down cover or approved 2. A fine granular material backfill will be initially placed on all 1. The Contractor shall request the presence of the City of Rancho cgs vvr �i � Industries #910-12B g� . be hermetically size licable I.P.S. schedule and NSF with minimum size of 6. When feted and the chart shall Y material > app be PVC lines. No foreign matter larger than ane-half('/:)inch m size Cucamonga in writing at least 48 hours m advance of testing. comp aPPro�, Extension sleeve shall zeal. Ext B. Manufacturer's Directions: Manufacturer's directions and detailed sealed between two pieces of plastic, each piece being a seal of approval. six 6)inches. will be permitted in the mitial backfill. Test all lines under 'c of 150 pounds achiria o 2. P�� hydrostatic PR'�� drawings shall be followed in all cases where the manufacturers f inmimum 20 mils. articles used in this Contract furnish directions covering points not shown C. PVC Non Pressure Lateral Line Piping « « « ar box for all electric control 2. Use 9-IR x 16 x 11 rectangular 3. Flooding of trenches will be permitted only with approval of per square inch and prove watertight. of completed and •�to the final -12B with bolt-down i•vw. i CJIIDg P�g� in the Drawings and Specifications. 7. These charts shall be comp approved pn field observation of the irrigation system. 1. Non-Pressure buried lateral line piping shall be PVC Schedule valves. Carson Industries # 1419 8 the City of Rancho Cticamoaga cover or approved equtal. main lines shall occur prior to installation of the C. Ordinances and Regulations: All local, municipal and state laws, and 40 with solvent-weld joints when installed in planting areas. 4. If settlement occurs and subsegaeat adjustments in pipe, electric control valves. valve box for all planting, or other construction ' vol earls la c sprinkler , « d lash valves �*'n> �g 'on of this work an Maintenance Manuals: P Hiles and regulations governing or relating to an D. tion and 4 roan > sprinkl � g erning �8 Y P°rt' �$ 3. Use 6 diameter x 8-3/ deep P hereby incorporated into and made a part of these Specifications, and 2. Non-pressure lateral line piping installed under paved areas quick coupling valves. Carson Industries# 608-12 with green r we necessary, the Contractor shall make all required 3. Ali piping under paved areas shall be tested under hydrostatic mflex-lock cover or approved their provisions shall be carried out by the Contractor. Anything 1. Prepare and deliver to the City of Rancho Cucamongs within shall be PVC Schedule 40 with solvent welded joints. equal. adjustments without cost to the City. pressure of 150 pounds per square inch and proven watertight contained in these Specifications shall not be construed to conflict with ten calendar days prior to completion of construction,two hard- prior to paving. Grade II PVC " c control any of the above rules, regulations, or requirements of the same. cover,three ring binders containing the following information: 1 3. Pipe shall be made from NSF approved,Type I, « err box for all electric and Backfill Under Pa to ASTM resin specification D1784. All 4. Use 9-1R x 16 x 11 rectangular areas Carson C. Trenching � for or describe compound conforming spec las 4. Sustain pressure m lines for not less than six(6)hours. If leaks However, when these Specifications and Drawings call �th6 on-grade P� g compo ed within grade materials, workmanship, or construction of a better quality, higher a. Index sheet which states Contractor's name, address, I pipe must meet requirements set forth in Federal Specification Industrieess4#11419-12B with green bolt-down cover or approved I. Trenches located under areas where paving,asphaltic concrete, develop, replace Joints and repeat test until entire system is ate standard dimension ratio. will be installed shall be backfilled with sand (a proven watertight. standard, or larger size than is required by the above rules and and telephone number, and which lists each installed PS-22 70 with as appropriate or concrete pro regulations, the provisions of these Specifications and Drawings shall equipment and material item including names and layer four(4) inches below the pipe and six (6)inches above addresses of manufactures local representatives. 4. Ex a, noted in 1, 2, and 3 of this section take precedence represer► Except paragraphs b. Catalog and sheets on every material and 2.OIB ,all requirements for non-pressure lateral line pipe and 5. Use 10" x 10-1/4" rand box foe all quickhn8 Carson ffi� the pipe) and compacted in layers to 95% compaction, using 5. All hydrostatic Nests shall be made only in the presence of the og parts ( ) installed within m_�cture landscaped manual or mechanical tamping devices. Trenches for piping General Contractor and the City of Rancho Cucamonga. No D. Explanation of Drawings: equipment item installed under this Contract fittings shall be the same as for solvent-weld pressure main line bolt�own cover or shall be compacted to equal the compaction of the existing shall be backfilled until it has been observed, tested,and C. Guarantee statement. and fittings as set forth in section 2.0113 of the lodmtries No. 910-12B with green pipe Pipeapproved equal. adjacent undisturbed soil and shall be left in a firm unyielding approved in con aPPro arppro ting I. Due to the Scale of the Drawings,it is not possible to indicate d. Complete operating and maintenance instructions on Specifications. condition. All trenches shall be left flush with the adjoining other test ent. all offsets fitting, sleeves etc. which may be r The all major equipment. de. The Contractor shall sat in place,cap and pressure test 6. Furnish necessary force pump and all nth equipment Y required. J eq Pm gm N. Sprinkler Heads: or to the work. Contractor shall carefully investigate the structural and finished D. Brass Pipe and Fittings. all piping under paving prior Paving conditions affecting all of his work and plan his work 2. In addition to the above mentioned maintenance mammals, sprinkler heads,hall be of the same size,type,and deliver 7. When ffie irrigation system is completed, perform a coverage accord furnished such fittings,etc. as may be required to vide the City's maintenance el with instructions for 1. Where indicated on the use red brass screwed 1' Aell �Y, �g , Y req Pro tY P� Drawings, 1� precipitation with the diameter(or radius)of 2. Generally, piping under existing walks is done by jacking, test in the presence of the City of Rancho Cucamonga to same rate of the a planting meet such conditions. Drawings are generally diagrammatic major equipment and show evidence in writing to the City of conforming to Federal Specification#WW-P-351. throw, pr.�c, and discharge as shown an the Drawings boring, or hydraulic driving,but where any cutting or breaking determine if the water coverage for P th►8 areas is complete and indicative of the work to be installed. The work shall be Rancho Cucamonga at the conclusion of the project that this and/or specified in these special provisions. of sidewalks and/or concrete is necessary, it shall be done and and adequate. Furnish all materials and perform all work installed in such a manner as to avoid conflicts between the service has been rendered. 2. Fittings shall be red brass conforming to Federal Specification replaced by the Contractor as a part of the Contract cost required to correct any inadequacies of coverage due to a ' eat. and/or concrete shall be deviations from the Drawings, or where the system has been _ a screw or break sidewalks have salon to cut features. #WW P-060. 3 heads shall dN� Perini anon system, lent and architectural2. �8 sY �,P m8PreY E. Equipment to be Furnished: I obtained from the City of Rancho Cucamonga. No hydraulic willfully installed as indicated on the Drawings when it is . details obviously inadequate, without this to the attention of ' accordance with the title Y eq 2. All work called for on the Drawings by notes or details such be E. Copper Pipe and Fittings: 3, Rimer units shall be fabricated m driving will be permitted under con paving. furnished and installed whether or not specifically mentioned m 1. Supply a,a part of thus coizltaet ow the folling toots: shown on the drawings. the City of Rancho Cucamonga. This test shall be the fications. 1. Pipe: Type K,hard tempered. 3. Refer to City Standard 120 "Trench Repair" when within City accomplished before any ground cover is planted. a. Two 2 sets of .d tools for remo ' 4. Riser nipples for all sprinkler heads shall be the some size as streets susceptible to traffic loads. ( ) � �°ti'0d v� eluent of each of the entire shall 3. The Contractor shrill not willfiilly install the irrigation system disassembling and adjusting each type of sprinkler 2. Ftttmgs: wrought copper,solder joint type- the riser opening in the sprinkler body. 8. Upon cantpt Phase work, system obvious in the field that Assemblies be tasted and adjusted to meet site requirements. as shown on the Drawings when it is and valve supplied D.gs pp on this project. obstructions, grade differences, or discrepancies in area b. Two (2) four-foot valve keys for operation of gate 3 Joints shall be soldered with Over solder, 45% silver, 15% 5. All sprinkler heads of the same type shall be the same 3.07 MAINIENANCE dimensions exist that might not have been considered in valves. copper, 16% zinc, 24% cadmium, solidus at 1125° F, and manufacturer. 1. Routing of sprinkler irrigation lines as indicated on the Such obstructions or differences should be li uidus at 1145°F. Drawings is diagrammatic. Install lines (and various A The entire irrigation system shall be under full automatic operation for n engineering- C. Two 2 k for each automatic controller. 4 brought to the attention of the City of Rancho Cucamonga. In d. One(1)quick coupler key and matching hose swivel O. Sleeving: assemblies)in such a manna as to conform with the details in period of seven(7)days prior to any planting. the event this notification is not performed,the Contractor shall for every five (5) or fraction thereof of eachn'Pc of F. GateValves the Drawings. . lateral waive or shorten the assume full bili for any revision necessary. quick coupling v 1. Sleeving under hai'dvcape pa B. The City of Rancho Cuttamonga reserves the right to war responsibility Y valve Installed or paved tutus for mainline, qct up ung or approved h and smaller control shall be Schedule 40 P.V.C. sppro Install NO he assemblies in lactic lines. Provide each 1 Ball Valves 1'h ) lines or �n8 2. iilriltrp P operation period. 1.03 SUBMITTALS 2. The above mentioned equipment shall be tuned over to the City at the conclusion of the Before final observation a. Ball valves shall be a 125 lb SWP bronze valve with equal. assembly with its own outlet A Material list can occur, evidence that the City has received material must be threaded ends e�shall be equipped with a stemless P. Vandal Resistant Controller Enclosure: 3.08 CLEAN-UP shown to the Ci of Rancho Cucamonga- 3. mall assemblies specified herein in l drawings with p proven stcel handle. respective detail. In absence of detail drawings or Clcaa- shall be made as each on of work Refuse and excess dirt 1. The Contractor shall finish the articles,equipmerrt,materials, City g b. Ball valves shall be Nibco T-585-70.66 or approved I. Controller mclosut shall be of size and type shown on the Specifications pertaining to specific items required to complete shall be removed from the site,all walks and paving shall be bloomed or washed lard repaired to its sheet. accordance with best sten w of others shall be 'on Drawings and tion Detail w oro such work in accordan do and m e sustained on the work ep or processes specified by name in the Drawings and 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING alb hrigati `'`rings �Sa work, P� corn, Y �g Specifications. No substitution will be allowed without prior C. All Ball valves shall be installed per detail. a A backboard shall be secured to the controller enclosure practice with Prior approval of City of Rancho Cucamonga. original condition. written vol the Ci of Rancho Cacumen A 2. approval by City g Handling of PVC pipe and fittings: The Contractor is cautioned ib . Resilient W Gate Valve(2"and larger) to vide a base for mounting the automatic sprinkler 4. PVC and fittings shall be thoroughly cleaned of dirt,dust, 2 1� 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE exercise care in hon loading, unloading, � g Pro anti and PVC i and �mg. �8, �8, storing pipe 2. Complete material list shall be submitted prior to performing fittings. All PVC i shall be trap controller and terminal strip. and moisture before installation. Installation and solvent pipe sparred in a vehicle which allows the a Resilient W Gate valves shall be epoxy coated welding methods shall be a9 recommended by the Pipe and A. The Contractor shall operate each system in its entirety for the City of any work. Material list shall include the manufacturer, model length of pipe to he flat so as not to subject it to under bending ora switc items deemed not " an On/ tion. An with a 2 tin nut. box shall be vided with h, manufactures. Rancho Cucamonga at time of final observe y number, and description of all materials and equipment to be concentrated external load at an int. and�PP� operating 3. A 117 volt duplex Pro fitting g P An section of that has Y Po Y P� used Although manufacturer and other information may be been dented or damaged will be discarded, and if installed, shall be b. Resilient Wedge Gate valves shall be No. 403 RT- and a 117 volt receptacle. Metal conduit shall run from the 117 acceptable by the City of Rancho Cucamonga shall be reworked to the different,the following is a guide to proper submittal format: replaced with new piping. RW as supplied by Watts or approved equal. volt supply to the controller housing. All power within the 5. On PVC to metal connections, the Contractor shall work the - , complete satisfaction of the City of Rancho Cucamonga. C. All Resilient Wedge Gate valves shall be installed lousing shall be properly phase& metal connections first. Teflon ore approved shall be � PPro eq�, B. The Contractor shall show evidence to the City of Rancho Cucamonga No. detail, used on all threaded PVC to PVC,and on all threaded PVC to s and Item No. Desaivtioa Manufacturer Model N 1.05 SUBSTITUTIONS per that the City has received sIl accessories, darts, record drawings, 4. A terminal strip shall be Provided,clearly indicating the proper metal joints. Light wrench pressure is all that is required equipment as required before final site observation can occur. 1 Backflow Preventer Febco 825-Y-BV A If the Contractor wishes to substitute airy equipment or materials for the G. Quick Coupling Valves: paints of connection of all appropriate wiring (station valves, Where threaded PVC connections are required, use threaded 2 Automatic Controller Calsense ETI-M4-DR equipment or materials listed on the Drawings and Specifications, he master valve,common,central control). PVC adapters into which the pipe may be solvent welded. 3.10 SITE OBSERVATION SCHEDULE 3 Master Valve Superior'or 3100 RCV may do so providing following to the City Rancho 1. Quick PB valves shall have a brass, � Pecx body 4 Etc. Etc. Etc. Cucamonga for approval: designed for working pressure of 150 P.S.I. Q. Miscellaneous irrigation Equipment: E. Line Clem am A The Contractor shall be responsible for notifying the City of Rancho valve shall be operable with a ick coupler to the Int om Pham fol sizes and types of Cucamonga in advance for the following observation meetings,according ere. All items Quick quick Refer 1. All lig shall Have a mir>iarum clearance of six(6)laches from Irrigation sabmrittrnl must be c and 1. Provide a statement 2. coupling opera 1. 8� Bari specifi tempi indicating the reason far making the Qu to the time indicated: moist by listed and shoutld include solvent, primer, wire, substitution- Use a separate sheet of paper for each item to be key. Key size and type shall be as shown on the Drawings. miscellaneousirrigation eqequipment. ear•.h other and twelve (12)orfrom limes of other trades, , connectors, valve, boxes, etc. No copies of manufacturer's submitted, with the exception of the control wire sleeve(s)which shall be I. Pre-Job Conference-7 days literature(catalog cuts)are required as submittal information. H. Backflow Prevention Units: 2. All miscellaneous irrigation equipment shall be as specified or installed adjacent to pressure supply line. Parallel lines shall 2. Provide descriptive catalog literature, performance charts and I. Backflow prevention unit shall be of size and type indicated on approved equal.descriprti og , . appro eq not be installed directly over one another. 2. pressure,supply line installation-24 titanic a, at tw, 3. Equipment or materials installed or fuirnished without prior flow charts for each item to be substituted. the irrigation drawings. Install backflow prevention units in approval of the City of Rancho Cucamonga may be rejected and accordance with the Drawings. PART 3-EXECUTION F. Automatic Controller Assembtr 3. Lateral lime and sprinkler installation-24 hags J the Contractor may be required to remove such materials from 3. Provide the amount of cost savings if the substituted item is 11 15 the site at his own expense. approved. 2. Wye strainers at backflow prevention units shall have a 3.01 OBSERVATION OF SITE CONDITIONS Install as per manufactinel•s instructions. Remote control valves shall be 4. Automatic controller installation-24 hours * bronzed screwed boy with 60 mesh morel screen and shall be connected to controller in numerical sequence as shown on the Drawings. 4. Approval of any item, alternative or substitute indicates only B. The City of Rancho Cucamonga shall have the sole responsibility in similar to Bailey#I OOB or approved equal. A All scaled dimensions are approximate. The Contractor shall check and 5. Control wire installation-24 hours , that the product or products apparently meet the requirements accepting or rejecting any submittal item as an approved equal to the verify all size dimensions and receive val from the Ci of Rancho appro City G. High Voltage Wiring for Automatic Controiter. OF � of the Drawings and Specifications on the basis of the equipment and materials listed on the Drawings and Specifications. 3. All in essue main line piping between the point of connection Cucamonga prior to proceeding with work under this Section 6. press=supply line and lateral line testing-48 hers information or samples submitted and the backflow preventer shall be installed as required by 1. 120 volt power connection to the automatic controller shall be 1.06 GUARANTEE local code. The Contractor shall verify with the local governing . B.B. Exercise extreme care is excavating and working sear existing utilities provided by the Contractor. 7. Coverage test-48 h 5. warranties shall not relieve the Contactor of Iris body as to material type and installation procedures prior to The Contractor shall be responsible for damages to utilities which are liability under the guarantee. Such warranties shall only A The guarantee for the irrigation system shall be made in accordance with start of construction. Submit shop drawing for approval. caused by his operations or neglect. Check exist utilities drawings for supplement the guarantee. the attached form. The General Conditions and Supplementary �, m8 2 All electrical work shall cant'orm to local codes, or+dmnrrrces, g, Final observation-7 days PPY existing utility locations. and union authorities having jurisdiction have conducted other than the Ci of Rancho Check Valves m observations ha been City Conditions of these Specifications shall be filed with the City prior to L Control Valves: B. RECORD DRAWINGS: B When lance of the irrigation stem. C. Coordinate installation of sprinkler materials including pipe, so there Ii Remote Cucamonga, show evidence in writing of when and by whom these �P ger system. « 1. S check valves 2 and smaller shall be 200 pound W.O.G. utilities or other construction or difficulty in R'in8 be no interference with observations were made. 1. The Contactor shall provide and keep up-to-date a complete B. A of bronze construction with replaceable composition,neoprene,or shall copy the Guarantee form shall be included in the rent and planting trees,shrubs,and ground covers. 1. Install where shown on the Drawings. Where grasped together, °Peratr allow at least twelve 12 inches between adjacent valve boxes. " exceed Federal Specification ( ) record set of bluteline ozalid prints which shall be corrected maintenance rubber disc and shall meet or x peci manual. Inistall each remote control valve in a separate valve box. C. No site observations will commence without As-Built"retard dravvm$s Drawings and WW-V-5 Class A,T IV. e the ori > daily, showing every Chang from Brash wog Type Specifications and the exact installed locations,sizes,and kinds C. The tee form shall be re- D. The Contractor shall carefully check all grades to satisfy himself that he The contractor shall not call for a site visit without "As-Built" retard guarantee typed onto the Contractor's letterhead and may safely proceed before starting work on the irrigation system. ed from the '-drain valves shall be of ditty virgin PVC L Flushing of System: said visit. of eat. Prints for this purpose may be obtain 2. Anti heavy drawings, without completing previously noted corrections, or without �Pm shall contain the following information: preparing the system for City of Rancho Cucamonga at cost. Thwith F.I.P. thread inlet and Outlet. Internal is set of drawings shall construction Puts 3.02 PREPARATION After all new sprinkler lines and risers an is lace and set, shall be stainless steel and neoprene. Anti�razn valve shall be 1. Aft sprinkl pipe p d shall be used and a9 a record �co be k an the site an y GU � ARANT'EE FOR 1RRIGATTON SYSTEM field adjustable against drawourt from 5 to 40 fact of head. A ���� connected, all necessary diversion work has been completed, Anti•�ain valve shall be similar to the Valcon "ADV" or and prior to installation of sprinkler heads, the control valves 2. The Contractor shall make neat and legible notations on the We hereby guarantee that the irrigation system we have fi rmshed and installed is record drawing progress sheets daily as the work proceeds, free from defects in materials and workmanship,and the work has been completed approved equal. 1. Prior to installation, the Contractor shall size stake art all shall be opened and full head of water used to flush out the showing the work as actually installed For example,should a in accordance with the Drawingsand Specifications, ece of eat be installed in a location that does not °r��' wear and tear, in supply lines,rousting and location of sprinkler heads. system. pi equipment unusual abuse, or neglect excepted. We to r J. Control Wiring match the plan, the Contractor must indicate that equipment material or replace any defects in has been relocated in a hie mariner so as to match the material err workmanship which may develop during the period of one year from 2. All layout shall be approved by the City of Rancho Cucamonga 2. Sprinkler heads shall be installed only after trashing of the l3mP date of acceptance and also to 1. Except as noted otherwise,cormections between:the automatic system has been accomplished to the complete satisfaction of acceptari repair or replace any damage resulting from the Phar to installation. original symbols as indicated in the irrigation legend. The controllers and the electric control valves shall be made with the city of Rancho Cucamonga. repairing or replacing of such defects at no additional costs to the City. We shall relocated equipment and dimensions will then be transferred to make such repairs or replacements within a reasonable time,as determined by the direct burial copper wire AWG-U.F. 600 volt. Control wiling B. Water Supply the original record drawing plan at the proper time. City,after receipt of written notice. In the event of our failure to make such repairs installed m control wire conduit within structure shall be made J. Sprinkler Heads P,TM OF REVMM DATE tailr or replacements within a reasonable time after receipt of written notice from the with AWG-TW solid copper wire. Pilot wires shall be a shall be connected to water supple 3. Before the date of the final observation, the Contractor shall City,we authorize the City to proceed to have said repairs or replacements made at different color wire for each automatic controller. Common 1' poi irrigation)ofco � transfer all information from the "record drawing" Prints to a our expense and we will pay the costs and charges therefore upon demand wires shall be white with a different color stripe for each point(s)of connection as indicated on the Drawings. 1. Install the sprinkler heads as designated on the Drawings. sepia mylar or similar mylar material. Arrangements shall be Sprinkler heads to be installed in this work equivalent CITY OF RANCHO CUCAMONGA automatic controller. Install in accordance with valve 2. Connections shall be made at the approximate locatiosi(s) in all respects to those itemized made through the city for obtaining said sepia mylar or similar PROJECT: manufactures specifications and wire chart. In no case shall mylar material. All work shall be in waterproof India ink and wire size be less than#14. shown on the Drawings. The Contractor is responsible foron applied to the mylar by a Whitical pen made expressly for use LOCATION: minor changes caused by actual site conditions. 2. Spacing i heads shall not exceed the maximum indicated he mylar maternal. Such pen shall be similar to those the Drawings. In no cast shall the spacing exceed the BASE LINE RD. & SAN CARMELA CT., TR. NO. 16128 on 2. Wiring shall occupy the same trench and shall be installed C. Electrical Supply. maximum recommended by the manufacturer. manufactured by Repidograph, Kueffel k Esser, or Faber SIGNED: along the same route as pressure supply or lateral lines T Castell. The dimensions shall be made as to be easily readable wherever possible. 1. Electrical connections for any and all automatic controllers 3.04 TEMPORARY REPAIRS HMGATI N even on the final controller chart(see Section C). The original ADDRESSED: mylar "record drawing" plan shall be submitted to the City of shall be made to electrical points)of connection as indicated 3. Where more than one(1)wire is placed a trench,the wiring The City reserves the right to make temporary repairs as necessary to keep the SPECIFICATIONS Rancho Cucamonga for approval prior to the completion of the PHONE: DATE OF ACCEPTANCE shall be taped together at intervals of fifteen(I 5)feet. °D Drawings the controller chart 2. Connections shall be made at the approximate sprinkler system relieve t in operating condition. The exercise of this right by PART 2-PRODUCTS 4. An expansion curl shall be provided within three (3) feet of location(s) the City shall not relieve the Contractor of his responsibilities under the terms of . 4. The Contractor shall dimension from two(2)permanent points each wire commection. Expansion curl shall be of sufficient shown on the Drawings. The Contractor is responsible for the guarantee as herein specified. of reference, such as building corners, sidewalk edges, toad 2.01 MATERIALS length at each splice connection at each electric control valve, minor changes cause by actual site conditions. �: MDAT &4953/(J intersections,etc.,tbe location of the following items: 3.05 EXiS'I'IIJG TREES (�•TM ��Rit� R��; so that in case of repair,the valve bonnet may be brought to the 3 03 INSTALLATION Wing A General: Use only new materials of brands and types noted on drawings, surface without disconnecting the control wires. Control wires Where it is necessary to excavate adjacent to existing trees, the Contractor shall - a Connection to existing water lines. specified herein,or approved equals. shall be laid loosely in trench without stress or stretching wire �~ ✓�R vy b. Connection to existing electrical power. A Trenching: use all possible care to avoid injury to tires and tree roots. Excavation in areas conductors. where two(2)inch and larger roots occur shall be done by hand All roots two(2) DI LALLO LANDSCAPE Z&_ I a Gate valves. B. PVC Pressure Main Line Pipe and Fittings 1 lig trenches straight and support pipe ARCHITECTURE INC. d Routing of sprinkler pressut lines 5. All splices shall be made with Scotch-Lok #3576 Connector of trench. LAY pipe 8mde �on bottom inches and larger in diameter, except directly in the path of pipe or conduit,shall to an even Trenching excavation be tunneled tinder and shall be heavily wrapped with burlap to prevent scarring or orlom 8840 WARNER AVE.,SUITE 101 (dimension mmax. 10(Y along routing). 1. Pressure main line piping for sizes 2"sad larger s11all be PVC Sealing Packs, Rainbird Snap-Tile wire connectors., or e Sprinkler control valves. Class 315. approved equal. Make only one splice with each connector shall follow layout indicated on the Drawings and as noted excessive drying. Where a ditching machine is run close h trees having roots FOUNTAIN VALLEY, -94A. -63 p smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree GPZ 714-847-6u580 Fax 714-847-6367 L-5 �=� 06WW NCL f. Routing of control wiring and locations of all splice boxes. 2. Class 315 pipe shall be made from an NSF approved Type 1, sealing PecL 2. Provide for a minium of twenty-four(24)inches cover for all shall be hand trimmed,making clean cuts through. Roots one(1)inch And larger CALIF.REGISTRATION 1230 g. Quick coupling valves. Grade !, PVC and conforming ) Q (j compo orrriing to ASTM resin irrigation lines installed under paving or hand in diameter shall be painted with two coats of Tree Seal, or equal. Trenches P� 1/22�Q� 1230 ! u r IL Stub outs for future connections. 6. Field splices between the automatic controller and electric adjacent to tree should be closed within twenty-four(24)hours; and where this is wn specification D1784. All pIpe must meet requirernents as set i. Other related equipment as directed by the City of forth in Federal Specification PS-22-70, with an appropriate control valves will not be allowed without prior approval of the 3• provtft for a minimum of twenty-four(24)incus cover for all not possible, the side of the trench adjacent to the tree shall be kept shaded with Rancho Cwamon City of Rancho Cucamonga lines of three(3)inches or larger in diameter• burl"or canvas• PLOT DATE: 5/1/01 SHEET 1 A OF 8a standard dimension(S.D.R.)(Solvent-weld Pipe). n s8PP1Y ___- PLANTING LEGEND OOTANICAL NAME BOTANICAL NAME BOTANICAL NAME SYMBOL W" oN NAME SIZE SPACMG Orr. REMARKS Rl:ERENCE SYIIWL COMMON NAME SIRE SPACMCx Orr. REMARKS FS E SYMBOL cOMMON NAME um SPACMG arY. REMAI" 1&1MINCE TREES 501- S S-1NANDMA DOMESTICA TIANA' 5 GAL. 3'OAC. 461 P�pLAN AS PER CITY DETAIL GIC-1 ® PERUS CHIPE"15 IM JOSE' 1 GAL 6'Oz. w TRAWA LARLY AS PER CITY DETAIL O T-) ,f LKaUID/4M1DAR STl'RACIRUA '}00NTlNDILOBA' 15 CsAL 25'OCG. 1 StAT�ARD AS PER CITY DETAIL - D�� �AVENLY BAMBOO SHT.L-'i,DET.506 t 501 NLN SPACED SHT.L-1,DET.506,501 t 508 SHEET L-1,DET W. S 2 DEMO BICOLOR 5 GAL. 4'O.C. 38 PER PLAN AS PER CITY DETAIL TfaAWA LARLY AS PER CITY DETAIL 8WEET GUM O GC-2 LANTANA 'DWAI'E WWfTE' i GAL. 4 OCG. C33 N SWT.L-1,DET.506 t 50T LANTANA CULTIvAR BPAGEp SWT.L-1,DET.506,501 t 508 T-2 MA5*10LIA GRANDIFLORA 'SAMLEL SOMMERS' 15 GAL 30'OL- h STANDARD AS PER CITY DETAIL 5-3 FEMEROCALLIS HYBRID '1 MIAN I GAL. 2'OrC. 532 TRIANGULARLY AS PER CITY DETAIL SOUTHEFN MAGNOLIA SKEET L-1,DET 502. DAYLILY RHAPSODY' SPACED SWT.L-1,DET.50b t 501 MULCH 5-4 PI•IMI TENAX 'A LPMM" S GAL 61 or_ 21 PER PLAN AS PER CITY DETAIL ALL PLANTER AREAS TO RECEIVE A 4" THICK LAYER OF MULCH. MULCH IS TO BE NCN SHT.L-1,DET.506 t 501 CITRUS CHIPS (1" TO 211/2" SIZE CHIPS) OR EQUAL, AVAILABLE FROM EARTHWORKS SOIL T-3 PMUS CANARSMIS 24"Box 25'O.C. 21 STANDARD AS PER CITY DETAIL AMENDMENTS - P.O. BOX 1'1248, CORONA, CA 92811 (909)210-0088 Fax(909n10-0991 CANARY ISLAND PINE SHEET L-1,DET 502. $-5 O LEPTOSPERMIM SCOPARUM WBY GLOW 5 GAL i OL. 21 PER PLAN AS PER CITY DETAIL NCN SHT.L-1,DET.506,50T t 506 ALL VINES SHOWN ON BACK OF WALL ARE DIACsRAMMATIC ONLY. ALL VINES TO BE PLANTED T-4 BRACHYCWI?oN POPIlLt4ELM3 15 GAL 25'OG. 10 STANDARD AS PER CITY DETAIL S-6 NANDNA DOMESTICA 1dANA' 5 GAL 2'OL. B1 PER PLAN AS PER CITY DETAIL ON STREET SIDE OF WALL (TYP.) BOTTLE ?REE SHEET L-1,DET 502. a NCN SHT.L-1,DET.50b t 50'1 S-1 O ABEL.IA GRANDIFLOR4 'EDWARD GaUaaER' 5 GAL. 4' 0r-. 56 PER PLAN AS PER CITY DETAIL LIMI- 0 WORK NCN SWT.L-1,DET.506 t 501 I S-8 + MOSMA CONGESTUM 'COMPACTA' 5 GAL v OJC, 62 PER PLAN AS PER CITY DETAIL it COMPACT SHNY XYLOSMA SWT.L-1,DET.506 t 501 � 4 . S-9 RAP41OLEPSIS INDICA 'SPRIWIME' 5 GAL. 6' OL. 21 PER PLAN AS PER CITY DETAIL ( u NCN SHT.L-1,DET.506 t 501 151 V-1 5-10 f� PIITOSPORM TOBIRA WaEEL.ER'S DWARF' S GAL. 4'041 1/4 PER PLAN AS PER CITY DETAIL O.C. 6-1 ` PAD �—j DWARF MOCK ORANGE WT.L-1,DET.506 t 50? - I V-1 - PARTHENOCISM TRfCUSPIDATA 5 GAL. 151 oz. 61 PER PLAN AS PER CITY DETAIL BOSTON IVY SWT.L-1,DET.50b i I L5'-0' S.UJ. Fiji. i 15' (VARIES) If LAND5CAPE ARMA _ 1 2 RAIU. 1 FF- 15. 50 SECTION A-A 1/8"=I'-0" 62 FILL 1 5-5 � = U F PE 14. 8 PE= 14. 0 Q 4 C�C- � FF= 15. 30 FF— 14. 50 PE= 16. 2 7�3 � 5 U .......... 5-5 5-1 � FF= 16. 70 '� 3 21 - 5-8 1 ` 5-4 CSC-2 S-� C -2 CSC-2 6 -3 5 2 114 2 � 8 14 18 12 �0 5 7 +, ---- --------- ---- II V --- ------- ----L7 b ; , 1 — --------- -------- -- --- --- --- -------- i + PAD 5-� 5-10 9 4 � 10 4 ' 13 1 - 5 + _ rGC: 2 5 PE= 16. 2 .`..).. �\\ \\\\- I I — PIU. / 1 - FF 6. 70 :::::.. .:. : ... :.m:•. 1 I1I 7 (VARIES) SWARM B) IZ (VARIES) _ 1 IYAR'IES) 8 _ x 1 1 - __ E SG OF _ GOE3BL LANDSCAPE_ -- — _ LANDSCAPE _---- • . ........ ............. .......... ........ .... . :.. AREA AREA 131I,l I - TI RAIU ---- --- -- -- ----- ----- --- ----------- SECTION B ---------- ----------- --- -------- 1 1 -----J---1 1 _ 5-(o S-1 CSC-1 S-3 COBBLESTONE TYP. REFER TO SHT. L-7, FOR l 8 \ 5-10 13 11 6 (013 PLANTING SPECIFICATIONS \ PER CONST. PLAN _ — — 5 REFER TO SHT. L-8, FOR NORTH 32 � 13 32 8 55 2 _ PLANTING DETAIL N � S SOD 5 8 S & NOTES -------------- - g + 5_ REFER TO SHT. L-2, FOR 2�s a olio , i CSC_ 2 IRRIGATION PLAN.PE= 16. 2 1 — FF= 16. 70 C 1 �,. PE- 15. 4 = T-3 �Tf OF CAVA PE- 15. 2 _ PE 15. 7 PE= 16. 0 + 8 SCALE 1 "=20'-0" FF- 15. 9 0 FF= 16. 2 0 PE= 14. 7 _ FF= 15. 70 FF= 16. 5 0 _ h 5-2 _ PE- 14. 9 T_1 �► Mwc 7.6.E FF- 15. 2 0 71 ; FF= 15. 4 0 3 + J 3' LL 13 T-1 2 66 6 �-4 ' 6 7 68CSC-2 -1 5-5 7 -8 CSC-2 5- ' 15 23 16 10 3�O 16 8 I oes anon of f� DATE � L - 75'-�� --- CITY OF RANCHO CUCAMONGA T-3 CSC-2 5-55- ,� 14 4 5 10 12 ' + BASE LINE RD. & SAN CARMELA CT., TR. NO. 10128 ............ 1 _ + + ........... Y , 5 - .. ..... � y x _ . . . : _ , .,• PLANTING PLAN II1 1 � k tip. ■ ■ ♦ � II - , / 1 ''.riwtr:rti ♦ 1............. 1 �/ - - --mow ............................ -�.::....'. :::%�:r�1r•• ♦ / . - - - =¢ - _ 1 II _ , ... . ....., . ............... - _ ------ -- -- --- - ----- - ♦ tel. CITY QdE�R RCE. 64 - / 3 � a►TE: 49 1 J' - --- ------- ------ FAR DI LALLO LANDSCAPE 1 ` 24 —- ——— ——— — — — — — ——— --- --- I 34 ARCHITECTURE INC. E /Z4 /� / /� /� // ��/ _ `\ ssao wni�rlER AVE.,stns Iol � \ 5-1 T-2 C-1 5-6 5-3 5-10 S-1 5-10 S-1 5-3 5-fD 5-1 5-f%Q > �+ ��++ ��++ ��++ / �+ / 5+ _ + _ _ - _ FOUNTAIN VALLEY, -84A. -636 T p / ' S-1 6-3 J-10 5-rQ 5-1 — 5-10 �- I - F� 714847-6680 Fax 714847-6367 �'-�A o CALIF.REGISTRATION 1230 13 11 1 25 64 10 QIJI QJ2 1�1 Q11 ") \ 31 10 j�� 20 9 92 Q(joKj4 ) 13 40 19 73 11 12 Ply - 8 _ ■ \ -------------------------------- — — ----- --_'i�� ( oraE 1/22/00 No lz3o l L PLOT DATE: 5/1/01 SHEET 13 OF CASE 2 PLANTING NOTES BOULDER--BURY 1/3 1/3 t EXPOSE 2/3 D mom (LOCATE PER PLAN) R EDGEo 3' NII.f coeBLE SOIL DEPTH STORM DRAIN/AT UNDERGROUND 1. SLOPE IN TURF AREAS: COBBLESTONE UTILITIES BCR a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% E C 1.CONTRACTOR SHALL NOTIFY TFTTY AND LANDSCAPE ARCHITECT OF SITE b. BEHIND SIDEWALK/TRAIL - 2X TO 5:1 MAX. I (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL - - •" CONCH 80 2 SLOPES IN SHRUB/GROUND COVER AREAS: MIN. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING a. BETWEEN CURB AND SIDEWALK/TRAIL - 2X w SIDEWALK UTILITY IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. CASE 1 z PER PLAN AND SPECIFICATION CONCRETE HEADER - 1/2' RADIUS (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED i L S.L EXPOSED EDGES AND FINISH PER PLAN IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED 1/2- TO i" r-IFLAT SIDE UP CASE 3 = i 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. MORTAR F 2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL 2" IN PLANT CROSSINGS) SIDEWALK OR a• 24- 6- a � 3. DEVIATIONS FROM THE ABOVE CRITERIA MALL BE CONSIDERED ON A CASE 2i CONC. HEADER �- -� m CURB AND GUTTER METER 10' 5' w1 PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL 6 OR 8 BY CASE BASIS AND WALL REQUIRE APPROVAL OF THE CITY ENGINEER. 2' MAx. k * MIN. MIN. \ EE NOTE FINISH GRADE ,;�-;�-^; DEPTI7 REQUIREMENTS. - _ _ _ I 3.CONTRACTOR SHALL FAMILIARIZE HTMSELF/HERSELF WITH ALL UNDERGROUND T ;>�s4P - .. 11 _ '�R COBBLESTONE B EATH COLE c� UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR I-III-I I I p'a' -III-III-I BENEATH COBBLE CONCRETE BAR R W • t I-1 I II I I -III , III- 1. TOOL MORTAR JOINTS TO ACCENT ROCKS 2. MORTAR EVEN W/ CURB AND WALK THE REPAIR/REPLACEMENT AT NO COST TO THE CITY ANY DAMAGE OF SAID SIDEWALK n z , , -I 3. 2X SLOPE AT MAX. IN R.O.W. � rb.. SEE END CONDITION DETAIL AT LEFT UNDERGOUND FACILITIES. .III-_ I 3 RE-BAR CONTINUOUS < 2' MON. / 4' MAX. RAD. CURB do GUTTER Q0 Z'i DRIVE S.L. 0 o!� APPROACH(UNLESS OTHERWISE INSTRUCTED) 8" CI MOW cu344.NO PLANTING SHALL BE DONE UNTIL,ALL OPERATIONS IN CONJUNCTION WITH PER CITY STD. 534 4 4 cuR6 AND GUTTER THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL CRS COBBLESTONE 5' S 5' 10' 10' \ND c IiARDSCAPE ARE A MIN. MIN. * IN. MIN. GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS HAVE BEEN PROPERLY \OV R TI _L a UNDERGROUND GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. f 12' 4 STRUCTURE eg. g \MqkOUTSIDE PUBLIC R.O.W. EXIT cuRB �24�.I T a TRAANSFOBRLER VAULT. 5.ALL PLANT MATERIALS SHALL BE APPROVED FOR UALITY BY THE CITY AND OR wNx SIDEWALK HARDSCAPE QEND O ION AT RIGHT ANGLES (TYP.) LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL AX. RAD. NOTES: PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF NOTES: ER CITY STD. 534 * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER THE CITY PRIOR TO EXCAVATION. TURF, SHRUB AND GROUND COVER X Ia1R: \ 1. CONCRETE CLASS 520-D-"W. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT 2. ROCK SIZES, UNLESS OTHERWISE sPECISHALL BE: CRITERIA AS APPROVED BY TRAFFIC ENGINEER. BOULDERS: MAX. 3'0" - MIN. 2'0' T ALL LOCAL RESIDENTIAL COBBLESTONES: MAX. 18' - MIN. 6' WiTH ONE FIAT SIDE 3. A /LOCAL RESIDENTIAL INTERSECTIONS PLACE 19t 6.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. WITHIN PUBLIC RIGHT-OF-WAY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS A DIRECT NOTES: (SEE NOTES HEREON) 4' TO-1//22 P STONES BETWEEN D. 22SHALL BE FILLED CEMENT O,, MORTAR.D-DRY- IS PACK- ALLOWED) 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY JOINTS AT 20'-0" O.C. s. PROCEEDIEEDIA SAMPLENG�DA"msROCK WORK.' s BE 'v�PR°+E° BY THE arr "rsPEcroR• PRIOR T° OWNED WATER do SEWER LATERAL LINES. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR 2. 8" WIDE CONCRETE HEADER BETWEEN ary-MAINTAINED TURF AND 8. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. PLANTS,UNLESS OTHERWISE APPROVED BY THE CiTY. GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTiONABLE DISFIGURATIONS ANO PRIVATELY-MAINTAINED AREAS. EXCESSIVE IRON CONTENT. „ 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE B. ALL COBBLESTONE AREAS SHALL HAVE A A" X E" CONC. HEADER AS AN EDGE AT PLANTING AREAS. ' ENGINEERING DIVISION.3. CONCRETE TO BE 520-C-2500 MIN. N 7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MM. AT ALL m ,o TIMES WITHIN THE R.O.W. m 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY 10. MOST DECORATIVE HARDSCAPE WILL BE DISE 1 CONSTRUCTION STANDARD PLANS. THE INDICATED PLANT SPACING REQUIRED. n a N CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA g,WHENEVER SHRUB/GROUNDCOVERAREAS ARE ADJACENT TOTURF AREAS OR APPROVED HYD STANDARD PLAN APPROVED BY, STANDARD PLAN ,c APPROVED BY, RIVER WASHED GRANITE STANDARD PLAN n APPROVED BYE STANDARD PLA" PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A C3 CONCRETE HEADER ALLOWABLE GRADES o o TREE PLACEIIIENT CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND DETAILS 534 541 _ COBBLESTONES 542 �I _ 501 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT" 5 CITY ENGINEER DATE USE WiTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER HEREON. R.C.E. 24953 SHEET I OF I R.cE 24953 SHEET I OF 1 R.CE. 24953 iX SHEET 1 OF 1 �R.C.E 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 ff 1 9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. NOTES: 10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. 1. REMOVE NURSERY STAKES FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST n 2. PILI BE PLUMB AND RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL 3. STAKE TREE PERPENDICULAR AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. TO PREVAILING WIND. N 4 CY.NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM v125 IBS GRO-POWER PLUS ) v� ) L�/ W E ONE HALF OF SPACING 11.LANDSCAPE AREAS SHALL RECEIVE 4"OF WOOD CHIP MULCH UNDER ALL 1 I S LIMiT OF PLANTER AREA REQUIREMENT TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, TOP TIE TO BE AS PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS LOW AS �I�PLACED DE�ESSEEDDwn�G BASIN. � �� `� SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE. BUT TDP OF STAKES BELOW TDP OF ROOTBALL TO EXTEND 2' THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO �� 4" WOOD CHIP MULCH. ABOVE FINISH GRADE IS AVAILABLE FROM: SUPPORT OR ALLOW J_ _ SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE ORIGINAL (TRADE �� NATIVE BACKFILL WiTH NO ROCKS THE HEAD TO DROP. W : MAIN TRUNK FINISH GRADE EARTHWORKS SOIL AMENDMENTS GREATER THAN 3' DIAMETER. (2) SETS OF CINCH TIES SPACED 24" APART, ATTACH WiTH GALVANIZED 3" BERM TIGHTLY COMPACTED IN SCREWS TO 8' LODGE POLES. PLACE TO FORM WATERING BASIN. P.O.BOX 7 12" MAX. 2" DIA, LODGE POLE PINE STAKES CORONA,CAA 9 92877 WITH WOOD PRESERVATIVE STAIN, II �� (909)270-0088 fax(W9)270-0991 DRIVE A MINIMUM OF 6' INTO 11II I- I III-III-I 1 I=i l -)I I I I-III- JQ'' UNDISTURBED SOIL AND POSITION LL_ I_ STAKES OUTSIDE ROOT BALLI I I-1 6 1�I III-III I krp ARBOR GUARD IN TURF AREAS AND I I I III= 1 _ - -III _ Ron"Near ROCkSCape TOP OF ROOTBALL TO EXTEND 2" ROOT BALL FRONT YARDS. � _�11I ROOT BALL III E U Shrub Spocirlg Relative to Rocks-ape: ABOVE FINISH GRADE. - - - - I - I- I _ _ _ - - _ Shrubs must keeptheir distance 1/2 the mdttxe PLANT PIT TD BE (2) TIMES THE _ _ _ _ PLANT PIT TO � 2) TIMES THE ( growth o.c.spacing)from�,walls, TIGHTLY COMPACTED 3' BERM TO FORM 1 I�I�77111�11 11- 1 1 11 1= 1 - WIDTH OF THE ROOT BALL. WIDTH OF THE ROOT BALL. curbs,etc , . . Planting too close to ttlese elements would require pruning,which the City WATERING BASIN FOR RESIDENTIAL AND =J=1 I I I I f -III-I I�I I I-III-III-I I =III-III= wants to avoid for many reasons. Next to rockscape fie where there Is room,the pkmting GROUND COVER INSTALLATIONS. LOCATE I-1 l I=)I I-I I 11=1 1 1 F I I�I I=)I I� I I=III=III=I I L I I Of shrubs is encour OUTSIDE OF PLANT PIT. BERMS IN TURF I- _ aged SO CIS t0 OVergrOW these Cobble areas. AS th@f@ is n0 Standard AREAS TO BE REMOVED PRIOR TO CITY -1 I I-: i-I Drawing for this,the following example is given. A 5'O.C. spacing plant should not be planted ACCEPTANCE. I�=III-_Ill i I I-1 I I-III- -I 11= III=1 I�I 11-1 I I=I� 11=I I I�I I NOTE: Closer than 12'- 18°from the concrete header. A note In the plan end about a NATIVE eACKFIu WITH NO 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL reduced setback distance from rockscape cord elaborate on spacing adjustments per SPACING TRIANGULAR UNLESS OTHERWISE INDICATED ON ROCKS GREATER THAN 3" (TRIANGULAR) plant. DIAMETER. UNDISTURBED NATIVE SOIL PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR UNDISTURBED NATIVE SOIL ie Spochg RAtUftye t0 Rockscape. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING A tree species that requires 8'cplantingar planting area must still maintain tain half That diameter's ROOT BAIL NATIVE BACKFILL WITH NO NOTES: NOTES. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. distance(4)from any Improvements that Could become dysfunctional If damaged by roots, ROCKS GREATER THAN 3" DIA 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES Again, this Would apply to sidewalks,walls, curbs and the tike, Although rockscape areas OF ROOT BALL DO NOT CRACK ROOT BALL OF ROOT BALL DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE could be disrupted by roots,the function of the rock would not change or become the same LEGEND ARE ESTIMATES ONLY. level problem as Would the othef public Improvements noted US pU pr needing protection. Where NATIVE SOIL UNDISTURBED c possible, trees should have the recommended clear plan"areas recommended on the Cttys tree list, Where planting areas are reduced by rockscope to a degree where these TWICE ROOT BALL WIDTH standards Cannot be followed,then In the Interest of providing trees we can compromise on N CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA 11 CITY OF RANCHO CUCAMONGA, CALIFORNIA planted within ness 2'oof rocksse cape ees a(and its concrete which orequire r "�eplare no anttng areawalls s may or ,p APPROVED Hri STANDARD PLAN r`APPROVED BYE STANDARD PLAN ,p APPROVED BY, STANDARD PLAN ,p APPROVED BY, STANDARD PLAN street curbs wtthin the next 2'beyond this Point. Trees which require a minimum of 5'Clear �'���` DOUBLE STAKED TREE SHRUB AND GROUND COVER s _ 5 GAL - 24" BOX 502 S _ CONTAINER PLANTING 506 5 - CONTAINER PLANTING ON SLOPE 507 5 _ SPACING 508 heating same anems o be planted within 2'of the rockscape, but must still respect clearances from �tea. �"� ,q'�, w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Trees requiring a minimum 2' area StTO1Jld not b@ , SHEET I OF t f>9 planting punted closer than 1 ,)uSt to avoid J SHEET 1 ff 1 0 24953 SHEET ' ff t R,c,E. 24953 SHEET 1 [F i R.c.E. 24953 touching the rockscope and header. R.C.E. 24953 CITY Tf OF CAVE DESCRIPTION OF REVLON DATE C" CITY OF RANCHO CUCAMONGA BASE LINE RD. & SAN CARMELA CT., TR. NO. 16128 PLANTING AND CONSTRUCTION DETAILS APPROVM C0 /- C04MNEER�• RCE: 4953 � ITY t r'�AN ARES BY. FAR DI LALLO LANDSCAPE ARCHITECTURE INC. 8840 WARNER AVE.,SUITE 101 11 ► FAR FOUNTAIN VALLEY,CA.92708 L-7p 714-847-6680 Fax 714-847-6367 A CALIF.REGISTRATION 1230 PRD ii22/oo 1230 -L PLOT DATE: 511/01 SHEET P4 OF PLANTING SPECIFICATIONS PART 3-SOIL PREPARATION AND FINISH GRADING PART 6-WEED ABATEMENT PART 1 -GENERAL 3.01 Scope of Wort: 6.01 Scope of Wort: 1.01 Scope of Work: A.Provide all materials and equipment,and perfb, all worknecessary for and incidental to the soil preparation and finish grading of all Provide all material,equipment,and labor necessmy to perform all work es indi on place,as reasonably implied,and as delineated in the planting and lawn areas as shown on plans,as reasonably implied,or as delineated in the specifications. specifications. Contractor shall provide all materials,labor and equipment incidental to and necessary for completing all work,as indicated on the drawings,as reasonably implied,or as delineated in the Specifications as follows. B.Furnishing,placement and grading,of topsoil for backfilling of planters if required. 6.02 Quality Assuarim. 1.02 Standards: C.Cleaning and finish grading of planters areas and planting areas. A.The Applicator of all weed control materials abaft be licensed by the State of California as a Peat Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. All work and materials shall comply with governing codes,safety orders,standards,and regulations,and meet the minirmum requirein of 3.02 Topsoil: B.All materials and methods must conform to Federal,State,and Local Regulations. the Standard Specifications For Public Works Construction(Green Book)latest edition. A.Existing on-site soils listed as'acceptableunder'Site Grading'specification. 6.03 Submittal: 1.03 Quality Assurance: B.Topsoil imported to site for use as fill,backfill in planters and mounding,mall be sandy texttatd Silt phr;clay content of this soil shall be Prior to the installation of any weed oortrol materials,the Landscape Coxntr actor shalt submit to the Landscape Architect/City a list of the weed A.All Contractors performing Site Development work,must be licensed in accordance with the laws of the State of California. no greater than 15%by weight. The boron content of this soil shall be no greater than 1 part per million as mimsured on the saturation extract. control materials and grnntities per acre intended for use in controlling the weed types prevalent and expected on the site,as supplied by the The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance,samples of the Pest Control Advisor. Pest Control Adhisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the B.Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers expected to be employed imported soil shall be submitted to an agronomic soils testing laboratory,approved by the project Landscape Imbitect for analysis prior to use. compatibility of the weed control materials and methods with the intended planting and seed varieties present. during the course of construction. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. 6.04 Responsibility and Coordination: C.Contractor shall obtain and keep in farce Public Liability and Property Damage Irnsurance,during entire comae of the Construction 3.03 Soil Amendments: Contract. The amount of insurance shall be determined by City. A.Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and to notify All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the Contractor the public. D.Prior to start of site development work,the Contractor shall notify the Landscape Architect and City to give starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. 3.04 Soil Preparation: B.No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from date of application. 1.04 Responsibilities and Coordination: All work on irrigation system shall be complete and inspected for recommended approval and,fine grading completed,prior to rototr'lling and prior to soil amendment work. 6.05 Non-Selective He. A.Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to be performed. After rough grades have been established,prepare all lawn and planting at by tilling or cross tipphsg to a depth of 12". All rock and debris Noe-selective contact berbicide and/or iron-selective systemic herbicides(as reoomnne. by the Pest Control Advisor) more than 2"in diameter shall be removed from the site,except for areas that are to be sodded, in which all mck and debris more than 1"in B.Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of diameter shall be removed. 6.06 Selective Herbicides: any work under this contract. The Contractor shall verify the location and depth of all underground utilities prior to start of work. Apply,spread,and rototil in all soil srnendinerrts as recommended to a depth of 6". Water area thoroughly&ter rototilling is complete. Selective pre-emergent herbicides compatible wfib seed mixtures(as recommended by the Pest Control Advisor) C.Temporary Utilities: The Contractor shall apply for and pay all cast incurred for all temporary utilities such as water,electrical power and Incorporate evenly into the top 4"to 6"the following for each 1,000 square feet of planting area: gas as required by him for the construction of the project. Temporary services shall be coordinated with the City and other contractors on the 6.07 Weed Eradication: job site. 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 200 lbs.of Gro-Power or approved equal. If in the opinion of the Pest Control Adrtaor,parermial grasses and welds existing in the planting areas will require control prior to removal, D.Survey,Reference Points,and Elevations: The Contractor is responsible for establishing all ,in vey ,reference points and elevations spray these areas per Pest Control Advisors recommendations. required by him,and shown on plans for proper execution of site construction. The above soil conditioning are minimal qualities only and should be used only for bidding purpose,because imil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore,the Contractor shall A.Prior to the inatallariobn of the irrigation system remove and clear all weeds and deleterious materials fifom planting areas. E.Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be conducted by an approved temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of the soil i est to be provided during the Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1"-2"below the surface of the soil. Physically remove all Pre-construction job conference. weeds from the site. 1.05 Defective and Unauthorized Work: All work which is determined by inspection to be defective in its construction or deficient in any of the requh Vments of the plans and 3.05 Finish Grading: PART 7-LANDSCAPE MAINTENANCE specifications,shall be remedied or removed,and replaced by the Contractor at his oven expense in a manner acceptable to the Landscape After rototilling operations are complete,grade areas to establish finish grades for planting. All flaw linea shrill be maintained and proper 7.01 Scope of Work: Architect and City. tolerances shall be met after settlement at the end of the project maintenance period. 1.06 Inspections: Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Provide allmaterials,labor ,and equipment necessary for,or incidental to,potxtormierg all maintemmce regaitzmeets as reasonably implied oras delineated in the specifications including,but not limited to the following: The Contractor shall arrange for inspections by notifying the Landscape Architect,City and governing authorities,24 hours prior to tip of 3.06 Coordination: inspection,unless otherwise noted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection pertaining to the Marmara all plants and planted� project of work will 1 Weed abatement work shall be coordinated with the installation of the ilii rototillin and soil arnendmeat and Kemp Planted areas fray of wads and debris. Proj �� apply: �°n g a'°� planting Prone trees and shrubs. Rough Grading. (See Weed Abatement section). Fertilized all plants and planted areas. Drain Lines and Catch Basis. Irrigation. Irrigations(main line pressure,coverage&system operations teat). PART 4-TREES AND SHRUBS Insecticide spraying. Soil Preparation and Finish Grading. Plant Material(delivery&placement). 4.01 Scope of Work: 7.02 Fertilizers: Substantial Completion Inspection(at completion of landscape improvements)-7 Days. Final Inspection(after maintenance period)-7 days. Provide all material,equipment,and labor necessary to install all lutes and shrubs s,shown on plana,as rsasonaMy implied and n delineated in A.Commercial fertilizers with ananalysis orf 5-3-1-Oro-Power Pias,and 12-8-8 Gro-Paa wControlled Release Nitrogen,a designated herein, the specifications. or approved substitute as required by the Agronomic soils report. Available from Gro Power(909)393-3744. The contractor shall arrange a Preconstraction job conference with the Landscape Architect and City a minitrurrr of seven(7)days prior to the 4.02 Products B.Ammonium Sulfate: Granular form mntaining not less than 21 SL aitogee and 24'/e sulfur and sled be registered as an agricultural miner, beginning work. A.Nomenclature-Plant names indicated on the drawings conform the"Standard Plant Names"established by the Amerism Joint Committee with the State Department of Agriculhrr in compliance with Article 2-"Fertilizer Materials,"Section 1030 of the Agricultural Code. 107 Guaranties: on Horticulture. Except for names covered therein,the established custom of the nursery is followed. 7.03 General: A.Plant Materials: All tinea,shrubs, cover,bedding plants and laws shall be from date of final of lar B.Condition-Plants shall be symmetrical,typical for variety and species,sound,healthy,vigorrnrs,free flraora plant disease,insect pests,or f acceptance Maintenance sMI start imm atter irrigation and construction for periods as follows: their eggs,and shall have healthy,normal root systems,well-filling their container,buy not to the point of being root bound. Plains shall not be ediately � 8'� plan8• ; pruned at anytime,and in no case shall trees be topped. Maintain all plants and planted areas on it continuous basis as they are installed daring the progress of the rout,and contimae to maiatairr them Trees 24"box&larger 1 year C.Trees and shrubs shall be growing at a recognized misery in accordar with good horticulture practices rind shall be of the size and caliper until final acceptance of total project. Replace any deed or dying plants as directed by the Landscape Architect and City representative. Trees 15 gal.&smaller 1 year normally associated with the container size specified on plans. Removal of all tags,labels,nursery stakes anc ties from all plant material Shrubs All sizes 120 days prohibited until the approval of the Landscape Architect or City. A.Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition. Irrigation Ground Cover 120 days system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance Bedding Plant 120 days D.All plant material delivered to the site showing signs of damage or disease or is insufficient in size to cam out the intent of the planting personnel,shall be restored to its original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the Lawn(sod) 120 days plan will not accepted and will be replaced at Contractors expense. attention of the City. No repairs other than emergency repairs shall be wcornplished without written permission from the City. Lawn(seed) 120 days from first mowing Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance pe-ilea. Landscape Contractor shall replete E.Sizes of Plants-Shall be as stated on the Plan. Container stock(1-gallon,5-gallon,and 15-gallon)shall have been groan in containers for B.Weed Control: Keep all planted areas free of weeds and debris by caltivating areas at intervals not to exceed 10 calendar days. but not over two(2)year, yews. at least one(1)y and plant all materials which have died within the time span stated above,at no cost and within 5 days from receiving written notice from theThe Contractor may,elect to remove such concentrations of weeds manually or by an approved herbicide program. Landscape Architect or City. If dead material is not replaced and planted within the 5 day period,City may replace dead material with new F.Substitutions-Substitutions for indicated plant material will be permitted provided the substitute Mate, ah are approved in advance by the material and charge the Landscape Contractor for all expenses incurred. C.Pest Control: all and !anted areas at of maintenin and es become thereafter an City,and are made at no additional cost to the City. Except fon authorized variations,all substitute plant materials shall conform to the SPmY P� P g P� �7' ��rY b'Y requirements of these specifications. approved method of pest control,to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to B.Construction Materials: The contractor shall guarantee all workmanship and materials for all site development,for a period of one year any applications. Pest Cartrol shall include Gopher control. from date of final acceptance of project. G.Fiesta Not Approved-Plants not approved are to be removed linin site imanediately and replaced with suitable planta. The City reserves 1.08 Material and Labor Releases: the right to reject entire lob of plants represented by defected samples. D.Pruning: Paine all plaints as designated and directed by LwAscape Architect,at start of�program and continue to prune pleats as directed or as may become necessary until the end of the maintenance program. Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and materials releases for all work performed H.Stake all trees,as per details immediately after planting to prevent wind damage. Remove trash weekly. Edge ground cover to keep in bands and trim top powth as necessary to achieve and overall even appearance. under Site Development. L Plant trees that are to be located in lawn or ground cover areas after finish grades are fuel established and aPow at least 7 calendar days prior Exterminate gophers and moles;repair damage. to installation of said lawns or ground cover to provide for thorough watering of taxa. All planting holes shall be excavated as defined on 1.09 Disposal and Clean-up: to 8-ACCEPTANCE OF PROJECT appropriate details. Remove all waste materials(including excavated material classified as unacceptable soil matrial),trash and debris generated or encaurnered 8.01 General: during the course of landscape construction,and legally dispose of it. During the course of the work,remove surplus materials from the site and 4.03 Soil Amendments: leave premises in a neat and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work,leaving Soil amendments shall be a,rrecorrnrnendod in the Agronomic soils report Upon completion of istrttlation,a maintenance poeriod of a mininrams of 180 days fbr all larttlxxrped areas h required prior to Sinal acceptance V pNDSC4 r 7� the premises neat and clean. The site shall be cleaned upon the request of the inspector. of the wort by the City. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting PART 2-EXECUTION 4.04 Trees Stakes: installation by the City Public Works lnslxctor. Maintenance period shall be adequate to verify plant characteristics and esublishment. �, � A.Two inspections shall be made that a1T'ect the establishment period The first atter all plantings have been completely installed in order to 2.01 Protection: Tree stakes shall be lodge pole pine true stakes.See tree staking detail on plana for 1!trtiner iaformatien. ve the ruin of'the establishment and the second at the end of the establishment period. If plantings are not acceptable at the approve beginning P��. P� P f3s Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare root stock shall be end of the 180 day periaf,due to defective maintenance,then continue establishment until all work meth with the Specifications and can be Sr • ��� separated and heeled-in,in most earth or other suitable material until planting. Balled and burlapped plants shall have root ball covered with PART 5-GROUND COVER AND BEDDING PLANTS approved. 9r ' moist sawdust,wood chips on other suitable material until planting. f OF CA�-�` 5.01 Scope of Werk: B.At termi>zation of establishment period all plant material shall be live,healthy,undamaged,and flee of infestation Inferior plantings shall 2.02 Installation: be replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and face of Provide all materials and equipment and perform all wort necessary for and incidental to installing all groumcr cover and bedding plants,as weeds. Detailed layout of plants within the planting are shall be performed by Contractor and approved by the Landscape Architect and City prior to shown on plans,as reasonably implied,or delineated in the specifications. CONCRETE SPECIFICATIONSplanting. 5.02 Bedding Plants: Soil excavated from planting holes shall be amended to backfill arouini d trees and shrubs rising the following nrixtzre: PART 1 GENERAL Perennials and Annuals: Provide healthy container grown plants ftm a recognized nursery,and of the species and variety shown on plans. Native,On-Site Soil with rock no greater than 3"in diameter Perennials Description Gro Power Plus,5-3-1 15 lbs/cy 5.03 Ground Cover. Iron Sulfate 2 lbs/-1 For concrete information re*r to the Standard Specifications for Public Weeks Costruction(Green Book Edition per the City of Rancho Ground Cover. Provide ground cover of the species shown on plans. Grand cover shall be established and well rooted in flats or similar Cucamonga). Refer to Sections 4,201,303,and 400,as well as any other sections related to the installation,per and post installation of (To be used for bidding proposes only,verify with Agronomic Soils Test.) containers. concrete work,materials,labor,and clean-up. The Standard Specifications for Public Works Construction is available from: DES IPT OF RE0SIM QAC ptY After backfilling,construct a 3"earthen berm to form watering basin around each plant,to allow thorough water-in and establishment. 5.04 Mulch: BI Building News 3055 Overland Avenue CITY OF RANCHO CUCAMONGA Prior to installation of turf and ground cover,remove water basins from around trees and shrubs. Berms in turf areas to be removed prior to Mulch: Shalt be of compacted wood chip fiber. Los Angeles,CA 90034 City acceptance. (310)202-7775 5.05 Coordination: BASE LINE RD. & SAN CARMELA CT., TR. NO. 16128 1.02 Scope A.Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed,beep plant roots moist and place in a sheltered location protected from the sun,wind and other damaging elements. Furnish and install all concrete work complete as indicated on the drawings oras specified'iecluding'but not limited to the following' PLANTI \j�T G & CONCRETE B.Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. A.Furnish and set all reinforcing steel,bolts,and anchors. SPECIFICATIONS 5.06 Installation: B.Install all iters required by other trades which are to be cast into concrete. Plant ground cover and bedding plants in moist soil and space as indicated on plans. C.Concrete mow strips,footings far walls,fencing,posts,benches,etc.,where applicable. APPROVM BY- DATE' 4Lcl- 4 Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture alnall be such that sm'1 does 1.03 Protection CITY ENGINE R _ RCE: Y4953 not crumble when removing plants from container. 0aw C" All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall be placed imediately after concrete DI LALLO LANDSCAPE Regrade planter areas after planting,to restore smooth finish grade and to insure proper surface drainage. A 4"layer of mulch material shall be finishing. Contractor shall furnish,place and remove all of his own barricades. Contractor shall be responsible fon any damage to new ad over the entire planter area after is established. Watering shall immediately after mulching. Gradin shall accommodate the construction and replacement on repair of the work shall be made without added cost to the City. ARCHITEER CTURE AVE., INC' � P !fie� 8 �n� Y g•( g 011�JIi 8940 mulch) ('gip'] FOUNTAIN VALLEY',CA.92708 SUITE 101 � p 1.04 Clean-up �+i u 714847-6680 Fax 714-847-6367 _L_8 or=- 5,07 protection; � CALIF.REGISTRATION 1230 � "MUpon completion of all concrete work and before final acceptance,the Contractor shall remove all tools,surplus materials,apparatus,debris, Erect temporary fencing or barriers to protect planted areas ftom damage prior to final acceptance. etc.from the site and the site shall be left in a clean,neat condition acceptable to the City. PRD 0>ot 1/22/00 Mp 1230 1-184-L PLOT DATE: 511/01 SHEET /S OF