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HomeMy WebLinkAbout1685-L DEVELOPERZOWNER s FTI I IF " D S CA ANSCARRIAGE ESTATES , L . L . C . I R 4141 INLAND EMPIRE BLVD . , STE . 345 LANDSCAPE MAINTENANCE DISTRICT #7 ONTARIO , CA 91764 CITY OF RANCHO CUCAMONGA - ( 909 ) 945 - 7800 10500 CIVIC CENTER DRIVE P . O . BOX 807 RANCHO CUCAMONGA, CALIFORNIA 91730 j TRACT NOS . 14120 , 14120 - 3 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 L- 1 TITLE SHEET ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. L-2 LANDSCAPE CONSTRUCTION PLAN-VINTAGE DRIVE 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-3 LANDSCAPE IRRIGATION PLAN-VINTAGE DRIVE 3. ALL WORK SHALL BE DONE IN ACCORDANCE TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD FOR PUBLIC WORKS CONSTRUCTION. L-4 IRRIGATION DETAILS & NOTES 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC L-5 LANDSCAPE PLANTING PLAN-VINTAGE DRIVE „ LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. L-6 PLANTING DETAILS & NOTES C� 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND WILSON ST. SERVICE ALERT AT 1 -800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-7 SPECIFICATIONS WILSON 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR L-8 SPECIFICATIONS AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. PROJECT J 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.T. LOCATION8. 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 WIDE FLAT AREA AT THE TOE OF SLOPE. y/NrAGE SUMMIT AVE. 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 OR 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 GRADE, H FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO HIGHLAND AVE. INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO DEEP THE IRRIGATION SYSTEM IN FULL WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. E' 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTCIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. W 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE = Z NUMBER 760-438-0525. OOC ; 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: A. BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8" WIDE X 6" DEEP CONCRETE HEADERS �j B. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8" WIDE X 6" DEEP CONCRETE HEADERS C. BETWEEN CITY-MAINTAINED GC AND ANY PRIVATE-MAINTENANCE-6" WIDE X 6" DEEP CONCRETE HEADERS D. 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 CONSULTANTS VICTORIA ST. SHALL BY 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. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: A. PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. LANDSCAPE ARCHITECT: B. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE SITESCAPES, INC. CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 19762 MAC ARTHUR BLVD., SUITE 130 N.T.S. C. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. IRVINE, CA. 92612 D. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. (949) 644-9370 MAINTENANCE RESPONSIBILITY MAP XERISCAPE ASSESSMENT SYSTEM SUMMARY QUANTITIES CIVIL ENGINEER: FUSCOE ENGINEERING 16795 VON KARMAN, #100 IRVINE, CA. 92606 MAINTENANCE RESPONSIBILITY AREA (949) 474-1960 VINTAGE DR. - STREETSCAPE UTILITY CONSULTANT: TOTAL S.F. OF NON-TURF LANDSCAPED AREA 13,603 sf �o `kNosc�PE APOINTS REFERENCE TOTAL S.F. OF TURF AREA 0 sf HUGHES & ASSOCIATES s��`°,►a° `*cy� 4429 MORENA BLVD. 2178282 I. LANDSCAPE [POINT VALUE] CLAIMED (SHEET #/REF#) TOTAL S.F. OF HAPDSCAPE AREA SAN DIEGO, CA. 92117 1. WATER CONSERVING PLANTS.[20] 20 L-5 COBBLE HARDSCAPE 4,070 sf (619) 230-1171 2. TURF LIMITED TO 25%.[20] 20 L-5 SIDEWALK 3,295 sf n ! 3. PLANTS GROUPED BY WATERING NEED.[10] 10 L-5 TOTAL 7,365 sf E 4. HARDSCAPE (NON-IRRIGATED) SURFACES.[10] 10 L-5 CALF �.\ 5. PERMEABLE PAVING.[5] 0 TOTAL S.F. OF ALL AREAS 20,968 sf `�. 6. LOW-WATER TURF VARIETIES.[5] 0 TOTAL ACRES OF ALL AREAS .48 ac 0 7. MULCH PROVIDED IN NON-GROUND COVER AREAS.[5] 5 L-5 TOTAL STREET TREES 47 0 8. SOIL AMENDMENTS.[5] 5 L-5 VINTAGE DR. - STREET TREES CITY TRACT 14120-3 BRACHYCHITON POPULNEUS 35 DESCRIPTION OF REVISION DATE APPROVED TOTAL POINTS CLAIMED: 70 _ [MINIMUM POINTS REQUIRED: 60] LAGERSTROEMIA INDICA 'RED' 12 (+ MO v 1Ir CITY OF RANCHO CUCAMONGA 000000 _ �. TITLE SHEET I. IRRIGATION [POINT VALUE] STREET LANDSCAPE PLANS FOR 1. LOW GALLONAGE IRRIGATION SYSTEM.[20] 20 L-3 _VAQLsIE rL / 2. AUTOMATIC CONTROLLER.[20] 20 L-3 VINTAGE DRIVE 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.[10] 10 L-3 w TRACT 14120, 14120-3 z 4. SOIL MOISTURE SENSORS.[10] 10 Q O _ _ _ _, p TRACT 14120 5. RAIN SENSORS.[5] (LOCATED AT CENTRAL CONTROL SYSTEM)5 L-3 APPROVED BY: DALE y w 6. WIND SENSORS.[5] 5 L-3 CITY ENGINEER R.C.Et' ►v0. 4953 7. SENSITIVE TO SLOPE FACTORS.[5] 5 L-3 t~ 0-01 DESIGN RECOMMENDED v 8. RECLAIMED OR RECYCLED WATER.[5] 0 U 0> SS o DRAWN 1 T r C A P C SHEET I Land TOTAL POINTS CLAIMED: 75 N.T.S. CB t ry,,,,,,,,9 ,,,,,,�,_,,,,_,�, L-1 of 8 0 [MINIMUM POINTS REQUIRED: 60] CHECKED DRAWING NO. CC) ss _16857-L SHEET OF CONSTRUCTION NOTES 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the owners representative and City Inspector. 1. ........ 2. See grading plans for vertical control. �►:.....:.. ��CONC<MOW G� 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement . ......... 4 PROJECT�iT(NPS of said utilities. ::: .. 1 ` 4. Contractor shall not willfullyproceed with construction as designed when it is obvious that unknown gn 4 •�::= ::-:. obstructions and/or grade differences exist that may not have been known during design. Such (�l2 conditions shall be immediately brought to the attention of the Landscape Architect and City Inspector. The Contractor shall assume full responsibility g 3 ponsibili for all revisions due to a failure to give such notification. "I 5. Contractor shall be responsible for any coordinating with other sub-contractors as required to 16 14N t:::. .:.:.:... F.F. = 70.80 accomplish construction operations. 8 :::.::.:::... PAD = 70.3 oil !� �...._....... '�.... 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and �. �. . . ... sharp transitions. 7. All curvilinear walks h , curbs, eaderboards and walls shall have a continuous smooth curve where applicable. All forms must be inspected and approved by the City Inspector prior to beginning —24'!4 +� . . : PRTVAIIE TRIAN that phase of the work. 4)elk .......... TRAIL ...... \ I ..::.:::.:::.. .... 8. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will be �• of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and .... ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation . ... .. N is by vibration. A slump notexceeding 5 inches is permitted if consolidation is by other means. t . Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture " �.. . P Y shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete t. IAN that has been pretempered by water or cement after concrete has partially hardened, is not acceptable. Concrete shall never be covered with sheeting of an kind. Periodic tests of compressive .. . .. SlPARATI: PLAN eP g Y P strength of concrete shall be made in accordance with ACI 301 to verify.. '� N� '�'• � •� � F.F. = 61.70 � that it meets design . ..' PAD = 61 .2 requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated by mechanical vibration or other methods e ods in accordance with ACI 301. All finishing shall be in {..... lad► :.:.:.:.:..... 9 O accordance with ACI 301. .. 9. All walks shall be 3 1/2" thick concrete with a med. broom finish (or per City Standards). 44 N .,,...�. 3YD Install expansion joints at 20' o.c. and at comers; scorelines at 6' o.c. or as shown on plans and in 2t C OTWr LIQ�FIf LOCATION .. . .. . (11'PJ accordance with all local codes. Q ` ) 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. �.................. . Refer to appropriate lans. PA P �.�`.��� l / P . ��"� •► 11. If in the field, scaled dimensions conflict with stated des, and/or elevations, the designelevation d+ce�auc PIER 1 �. P / I 8 ....... h 1 ............. 1.................. CAL PLANb ,` 2410 \ '�. :: ��� sal take precedence. 4 ......: I TRIAN TRAIL 619N �: SIGN PER CIN 6TANDARCS 12. Prior to placing the y gm pr gra )44 ,s.. g concrete, a Contractor shall sufficiently moisten the sub de and Ovide sub de .`............. ... t>Dct TO RM4D '1 PATO ` '� N . ....... preparation per the soils report. .............. .: T�- TRIAN ?RAIL .F. = 59.0 � v PRS NOT ROR PLIDLiC LIGE' PAD = 58. ..�:...:: : 1 r \ ,• L ST 14 Tom) 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, ►' 11V etc. for all hardscape paving, wall footings, etc. J, g' g P t .. 14. For masonry and wood construction notes if any, refer to separate list of requirements within this .�.. \ \` "0... �.�: WAI. T package. . 44 N Mme. ` PA 24«O PA !. ..,.:l ,�;_.. D : IL :&:: EN : : ::::: �. + . . ... �► �= - N •1� P.O.B. PA PA M"� off 4)18 )24 ...... �. _ II a • R F.F. 59.00 lrATI C0618iT0�.'"5>W!6I" ...........0 ... 4 RE �: +` — I CONG.MOW CLIRlS ON ALL PAD = 54.5 ....... .' . 44' 11 `'0=.MOW CURD \ L0 cT ;, PRGJEGT L)f"fIT/1'1'P� I 0 F.F. = 54.50 I1VE - � �.... PA PAD = 54.0 ................ ,.. PA « pV-� - .� IDA .. E IASL:&: E1IC `•w .., ................................................. .................. ....... / TOPICAL uAQE ARBA NOTE: re�cTlow ... ..: IF THERE IS A CONFLICT BETWEEN THESE 1 SPECIFICATIONS AND THE GREEN BOOK 3 X PROYM 8'MM CM AT FIR C SIL � SPEC'S, THE GREEN BOOK SPEC'S WILL SUPERCEDE ALL OTHER SPECIFICATIONS. M CIVIL*ZW"PLANS ICOR WALL AND PRIVATE TRAIL LAYOUT.(NP) XODSC4p ����'�•it 1k. Poi'+� DESCRIPTION OF REVISION DATE CITY 2782 � APPROVED: � CITY OF RANCHO CUCAMONGA -: CONSTRUCTION PLAN lF OF C STREET LANDSCAPE PLAN FOR VINTAGE DRIVE TRACT 14120, 14120- 3 APPROVED BY DATE:] CITY ENGINEER RCE III10 24953 DESIGN RE 0MEN EDED Underground Service Alert , SS Call: TOLL FREE DRAWN _ � 1 T E C A P E SHEET 1-800 ,� McM}eah�n '�'«wn Nr p.... L-2 422-4133 CHECKED OF 8 t nemm ....,�0 NI no—♦w DRAWI G NO. TWO WORKING DAYS BEFORE YW M 0 30� so' SS I(0 5-L 00-023 SHEET OF IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPI ON RAD. GPM PSI 1 _ r RAINBIRD 1812-SAM-FRS-8Q QUARTER SPRAY HEAD 8' .26 30 I RAINBIRD 1812-SAM-PRS-8H HALF SPRAY HEAD A. .52 30 b RATN3TRD 1812-SAM-PRS-15Q QUARTER SPRAY HEAD 15' .92 30 0 RAINBTRD 1812-SAM-PRS-15H HALF SPRAY HEAD 15' 1.85 30 C1 RAINBIRD 1812-SAM-PRS-5H HALF SPRAY 5' .20 30 CONTROLLERNOTE : 'A' CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC NOZZLES TO AVOID `♦ CONTRACTOR TO INSTALL A CALSENSE ETI-16/DTR2 -TP-I, TP-110W/ OVERSPRAY AND INSURE FULL COVERAGE. ANTI ANTENNA PORT CONTROLLER. LOCATE IN A STRONGBOX ENCLOSURE `♦ � (SEE LEGEND), LOCATE AWAY FROM VIEWS. CONTRACTOR TO PROVIDE THE s'SPRAY HEADS MAY BE SUBSTITUTED WITH]tr NOZZLES AS REQUIRED IN THE FIELD. ANY HEADS THAT REQUIRE A REDUCTION OF MORE THAN 25°/,OF THE LISTED SPRAY PATTERN 1 1 �♦ 110V CONTINUOUS POWER. WILL REQUIRE RATNBTRD PCS SCRF.FNS. 1 64e.q.h A 12 I ♦ I� Q RAINBIRD 33 DNP QUICK COUPLFR @ I5o'O.C.OR AS SHOWN. IZ? h a A GATE VALVES 11/2"AND SMALLER-NIBCO T-585-70-66-LOCATE IN A CARSON VALVE BOX. 1 F.F. = 70.80 GATE VALVES 2"AND LARGER-WATTS SERIES 403-RT-RW-LOCATE IN A CARSON VALVE BOX. w1I ` ♦ PAD = 70.3 011 POINT OF CONNECTION : 'A) RAINBIRD EFB-CP-PRS-B REMOTE CONTROL VALVE-SIZES INDICATED-LOCATE W ` -O,�, IN A CARSON VALVE BOX. a `♦ QQ INSTALL A 11/21' (POTABLE) WATER METER - SEE CIVIL PLAN FOR LOCATION. M WATER METER-FOR LOCATION REFER To CIVIL PLAN. INSTALL A 11/2" FEBCO 825YA REDUCED PRESSURE TYPE BACKFLOW DEVICE. CCWD (909)987-2591 RUSSELL IN ENGINEERING DEPT. BACKFLOW DEVICE-SEE P.O.C.NOTE- ATE IN A STRONGBOX SBBC-45-AL.) 1• + ♦♦.�� � INSTALL IN PLANTER AREAS AWAY FROM PEDESTRIAN TRAFFIC. 0 c� \ ` VERIFY SIZE OF ENCLOSRE MASTER VALVE /PRESSURE REGULATOR TO BE SET @ 85 PPRIOR TO PURCHASE OR INSTALLATION. � � � ♦` SI U ♦ COORDINATE THESE LOCATIONS WITH CITY INSPECTOR O CALSENSE ETI-16 AUTOMATIC CONTROLLER LOCATION-SEE NOTE.(LOCATE IN A STRONGBOX SB-24-SS/120v 1» 1- ♦` VERIFY SIZE OF ENCLOSURE PRIOR TO PURCHASE OR INSTALLATION. © MASTER VALVE-2"SUPERIOR 3100 NORMALLY OPEN ELECTRIC DIAPHRAM GLOBE VALVE. AVAILABLE PRESSURE : 92-86 PSI ♦ ♦` � O CALSENSE FM-1.0B FLOW METER-INSTALL PER CALSENSE SPECIFICATIONS. ♦ + DESIGN PRESSURE : 67.4 PSI `♦ 1 `�� MAXIMUM DEMAND : 38 GPM ® PRESSURE REGULATOR 2"-WILKENS 500 SERIES OR EQUAL. 1' ``♦ HIGHEST HEAD SERVED : 71.48 PVC SCH 40 LATERAL LINE-12"COVER IN PLANTING AREAS, ��j♦ + _» 1 24"COVER UNDER PAVING.-STZF.S INDICATED. 13m?aq.h A F.F. = 61.7 NNNNNNNNNNNNNNNI PVC SCH 40 MAINLINE 11/2"AND SMALLER,CLASS 315 2"OR LARGER-IS-COVER I� I" ` ` ♦ �, \L11y32 PAD = 61. ' IN PLANTING AREAS,24"COVER UNDER PAVING-SIZE AS INDICATED OR PER LOCAL CODE. " 1 I" 20 PVC SCH 40 WIRE SLEEVE(EXTEND 12"PAST ANY HARDSCAPE)-SIZE AND LOCATION PER PLANS. ♦ �� 9 ------- PVC SCH MAIN ANDLATERAL 40 LINE SLEEVE 2x DIA.OF PIPE.(EXTEND 12"PAST HARDSCAPE) -10%q.ft A `♦♦ _- � I `*** -4; 3Y PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE OR AS SHOWN ON PLANS. I 46 ♦ - _- ♦� YC1 1 33 1�6sq.f't A ♦ ` ` �� SQ.FOOTAGE OF INDICATES STATION NUMBER 1"/21 ♦ :� +14 AREA SERVED ---*61X X~ INDICATES CONTROLLER INDICATES GPM INDICATES VALVE SIZE d ,,� • `♦ ''\ I 1 4R PRESSURE CALCULATIONS - 59.0 Water Meter Vintage dr. size 1112" Elevation PRS / PAD = 58. h A Static Pressure 14'5.4 Elev. C)g ♦ + ,� L 14b�aq high 92 P.S.I. law 881 P.S.I. ♦` ,� \ l1 38 Source of Information Russell Silva Phone Number q.h A 1909)967-2591 ` t \ !" - `` \ ,' ?a7 Date kofInformation 1/31!01 TanV a el�q.h A ♦` - 1 " _- !! 4- WII�!tM r .� - -VATEL y H.G.L.Mean Elevation Na 658 Elev. req.'If static pressure is unknown 31 . :" \ / I�! �� IN - - - -MAINTAIN I» ` ! ��� �� \� t" - - - ED_ _ _ L & FENCE Water Meter Elevation (+)eve meter 26 Elev< x.433 11.26 P.S.I. _ • 7 ��_ +° ,14 1u - - - (-)below meter 0 Elev> x.433 0.00 P.S.I. WD ` ♦ 1k� Y ` A &.11" + __ - - -,as ei Marv:\ s 1 Rerrrote Control Velve# A-2 size 11CI" Max Demand 32 GPM 121 h 4% �A `` + ` \ � ` t° 1 Elevation of Highest Head 71.48 �` I 31 t" " ��Q� _ 11ti° 1 Pressure @ R.C.V. 46.42 P.S.I. ♦ ` 'y _ -� � _- _ �! � F.F. = 59.00 / � Qty. sae rem P.S.I.Loas PAD = 54.5 4- 11NI�11� arA �_ �_ _ 1 t 1112' Water Meter 2.1 0MA ` " IN111V/MVR != 1 2" Press.Reg(falloff) 2,3 1 F, 1 1112" R.P.Backflow device 13 ` _fl V 1 1" Flow Meter 0.2 1 2" Master Valve 1.3 LSO C'1 - +" 1004 1 2" Gate Valve(s) 0.13 LAVE - " 1 a' 330 LNFT 2" Class 315 Mainline 1.91 F.F. 54.50 �• - _ +" " �' " NIA Sch 40 Mainline PAD = 54.0 8 �` 1 1i 4 D R r A TEL t,� - _ x4' '� v. �� 1 i 1 1112" R.C.V.Assembly 2.9 I TA T�TE _ _ 50 LNFT 314" Lateral Line Loss 0.42 _1_1 V_ _ .. - - - 30 LNFT 1" Lateral Line Loss 0.2 TRAIL & FENCE 65 LNFT 1114" Lateral Line Loss 0.41 �61eq.h A 20 LNFT 1112" Lateral Line Loss 0.76 I T1 0 2" Lateral Line Loss 0 1 31 b?b�q.h A 1 T I Fittings Loss(10°x) 0.469 Elevation Change(+-) 11.26 Total System Losses: 37.36 1 Pressure to Operate Head: 30 3 X Total Pressure Required: 67.4 Lowest Static Pressure Ave": 86.1 Pre-Set Regulated Pressure(If Required) 85 / Residual Water Pressure: 18.7 PSI City Required Residual Water Pressure: 15-20 PSI IRRIGATION NOTES ���ANDSO r ��00�02782 t�` 9cy�r DESCRIPTION OF REVISION DATE APPROVED: New ater meter(size per plan),as provided by CCWD,is required at all points of connection. The contractor shall make When vertical obstructions(fire hydrants, street lights,trees,etc.)interfere with the spray pattern of the sprinkler heads,so as to arrangements and pay all costs for the installation of a new water meter. Contract the Cucamonga County Water District for prevent proper coverage,the irrigation contractor shall field adjust the sprinkler system by installing a quarter circle or half circle CITY OF RANCHO C U C A M 0 N G A costs and installation procedures. sprinkler head on each side of the obstruction. So as to provide proper coverage. All adjustments shall be made at no additional cost to the city. Typical points of connection consist of a new water meter,followed by a backflow preventer device,followed by a pressure OI IRRIGATION P regulator or a pump(if required),followed by a flow meter,followed by a master valve. All equipment sized per plan. Install Install one(1)spare orange wire along the entire length of the mainline to the farthest remote control valve(RCV)on each �,9J ��` all equipment per city standards and specifications. Manufacturers'recommendations and local codes. Actual location of the branch. Pigtail each orange wire at the enclosure. Install terminal strips in enclosure for irrigation wiring �F CAL��O equipment to be as directed on site by a representative of the city. STREET LANDSCAPE PLAN F 0 R Irrigation system is based upon a maximum of 3 inches of water per week(turf)and 2 inches of water per week(ground Backflow prevention device is to be installed parallel to the street and screened with shrubs whenever possible. cover/shrubs)applied for 8 hours a night/5 days a week between the hours of 9:OOP.M,to 5:00 A.M.only one valve per VINTAGE DRIVE controller shall operate at a time.(Note:not needed with a drip system.) The design is diagrammatic,all piping,valves,etc. shown within paved areas are for design clarification only and shall be The system is designed for the minimum operating pressure as shown at each point of connection. The maximum demand of installed in planting areas whenever possible. Avoid any conflicts between the sprinkler system,walls,streetlights,sidewalk, gallons per minute is as specified. The irrigation contractor shall verify the available water pressure at the site prior to the start TRACT 14120, 14120- 3 utility lines and equipment,and architectural features. of installation. Any changes shall be brought to the attention of the city. APPROVED BYDATE: l Contractractor shall verify all conditions and dimensions shown on plans at the site prior to commencement of any work. All Automatic controller to be a calsense ETI-16/DTR2-TP-1,TP-110W/with antenna port installed within a strongbox(SB)24SS/120 volt CITY ENGINEER i4953 discrepancies shall be reported for direction immediately to the city. controller/electrical enclosure. Mount the antenna port(epoxy-filled)on top of the enclosure per manufacturer specifications and RC E attach coaxial cable. System shall be operational prior to the city's acceptance. Actual location of the enclosure to be directed by DESIGN REC NDED Underground Service Alert The contractor shall familiarize himself/herself with all underground utilities,pipes and structures,and shall take sole a representative of the city. e responsibilities for the repair/replacement,at no cost to the city,for any damage of said underground facilities. ISIS o The contractor shall supply the conduit needed for the conductors and shall be responsible for the power hook-up for the DRAWN Call: TOLL FREE irrigation controller,electrical conductors and meter to be provided by SCE,coordinated and paid for by the developer. % 1 T 1` C A P E SHECT 1-soo C6 ,� a �,�N--- �. L- 3 8 422-4133 CHECKED Nff Pl "n »...,�. OF i t flanNnp ....wry,u...0 w DRAWING N0. TWO WORKING DAYS BEFORE YOU 1110 1 0 30' 60' SS -Lb 85-L 00-023 SHEET OF SHOW B.F. ENCLOSURE - STRONG BOX BACKFLOW PREVEMER MODEL SBBC-4S-AL 24" STRONG 0 MMOWL NI ASSEMBLY WITHBRASS WYE STRAINER NIPPLE CES CAL IW2DSCAPING(SEE NOTE 4) WRH 60 MESH MONEL SCREEN s ❑ ROUND PLASTIC VALVE BOX d: — —_ NOTE: COVER ETCHED IRRIGATION GATE ENCLOSURE. BE O GROUNDED PER NIPPLE (CARSON OR EQUAL) LOCAL CODE. GROUND RDD To z _ I I II I I I I I I ILII I L I I IN5TALLED INSIDE ENCLOSURE. ON S CONTROLLER SIDE. 6" THICK CONC. PAD. ; FINISH GRADE DTH AND LENGTH VARIES PRESSURE ER SIZE OF ENCLOSURE) REGULATOR ap SLOPE TO DRAIN AT MINIMUM FINISH 2X 1 GRADE II I I UNION B.OXK FINISH GRADE BALL VALVE - , I/2" OR SMALLER WITH CLEAN BACKFILL - SEE -I I SPECS FOR MATERIAL II I I O PVC SLEEVE STAINLESS STEEL HANDLE ;r _ 90% COMPACTION REQUIRED r-e" x 3'-e' x r roNCR,=rE —I IN. II I I 2 FOOTING INSTAL. A MINIMUM OF ! ! •'' ! REQUIRED FOR N - I I I I�" '�';t :! i':' '! '' - RESILIENT WEDGE - 2" OR LARGER WITH "' ;. PIPE THROUGH 3 ABOVE GRADE AND SLOPE ,!•. r�:T .'+: •+: • y. `:i I a y' ' !: • TOP TO DRAIN AT MINIMUM OF 2X. CONCRETE PAD T VALVE 2 OPERATING NUT D E AL " PROVIDE 6' MIN. OF SAN :. 1D .-• 1O PDXY COATED NIPPLE - TYPICAL -I I I BEDDING ANO SHADDING m — — . . . . . . . . . . . . . . . . . . . . . . . coMMON wleE/courROL WrRES IN - FROM WATER SOURC — (2) PLACES VALVE h MI • • I I I 11 I I � 3" SCH.40 PVC CONDUR. SCH 40 PVC MALE -III I I—I I • I 90% COMPACTION II— ADAPTOR 120 VC-T wlaE IN RIGID STEEL 6" �: REQUIRED s<:: _ 3' 3' I I I . . . . . . I (— CONTROL WIRE SLEEVE - CONDUrT (PER LOCAL CODE) 90" SWEEP ELL — - . . . . . . . . . . . . . SIZE PER PLAN INSTALL To Powell SIDE OF CABINET (TYP.) 1r •f! -1 —1q. ADJACENT TO PRESSURE 10" Is +rj + UNE TO SYSTEMS — SUPPLY LINE ANT , ANTF7�lAM PORE EPDXY _ III . . . . . . . . . . . . .•. • . . . . . . . . . . . . HEAYY DUTY WEATHER - RESISTANT FILLED LDCATED OUTSIDE OF CONCRETE THRUST BLOCK FI-BOW I—I — PHOITO ELECTRIC SWITCH FOR SEcuRrtY eox. INsrALunoN/LOCAnoN —,. ;. PRESSURE SUPPLY UNE PER CCWD STANDARDS TYPICAL (4) PLACES h� o•A>P p Q I_,I I —III—III—I —I I — — SLEEVE - SIZE TWICE LIGHT CONTROL AS REQUIRED PER ® PER CITY AND CALCENSE REP. LL j .o< o• PLAINS• RIGID PIPE AND RELATED FITTINGS SWILL BE PER o-o o-o DIAMETER OF PRESSURE fiw. � � �k I I II i I=1 11- CUCAMONGA COUNTY WATER DISTRICT STANDARDS. SUPPLY LINE ELECTRIC METER PER SCE CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO D °qe6CALSENSECONTROLLER MODEL LA0. NOTES: CONSTRUCTION. EI-L •'ao p ° ° 4Q.-.6,� �LI NON-PRESSURE LATERAL REFERTOTO CONTROLLER I. INSTALL PER LOCAL CODES. 1=1 I�11 UNE SLEEVE - SIZE TWICE M6TALLATKNI STD. I 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY ! - I(=1 I 1=1 a 1=1 I I-I i-I NOS: DIAMETER OF NON-PRESSURE SECURITY L�HT J STRUCTURES OR HARDSCAPING. 1• ALL SLEEVES TO BE SCH 40 PVC. LITERAL UNE TIMER REQUIRED PER 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL. BUILDING, ETC.) 3/4" WASHED CRUSHED 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. �►'S• FINISH MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. AGGREGATE BASE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. _ 4. ORIENT UNIT PARALLEL TO STREET. NOTES: GRADE I I I I GROUND 1100 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY Y SCHG. COrrouR I I I I I 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE 1• PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STD NO. 120 (24" MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW MR SECURITY LIGHT MIN. 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. STRUCTURAL SECTION). 120 VOLT WIRE IN RIGID 6. DIALEIIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. L�c'.w DD Si STEEL CONDUIT (PER DIS7. VALVE P METALS.ER STD. 518 REQUIRED BEFORE BACKFLOW PREVEIVTER 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. � y '; '•� '` P WHEN MAINLINE IS 3' OR LARGER. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. 1 CONTROLLER-STD.522 2 BACKFLOW PREVENTOR-STD.517 3 GATE VALVE -STD.518 4 TYP. SLEEVING-STD.533 TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45' ELLS SCH 40 PVC MALE ADAPTOR PLASTIC VALVE BOX k COVER: STRUCTURE OR *SNAP-TITS' WATERPROOF SCH 80 PVC UNION "SNAP-TRE' WATERPROOF ETCHED -QC" (CARSON OR EQUAL) HARDSCAPING CONNECTOR OR EQUAL BRASS OR PVC NIPPLE CONNECTORS OR EQUAL ELECTRIC CONTROL VALVE FINISH GRADE MARE SERVICE LOOP LOOP 1 6' MIN ENOUGHTO EXTEND PLASTIC VALVE BOX 18e" BUNDLE 6 IRE- ABOVE GRADE)WIRE —_ —_ — MARKED 'IRRIGATION R(.`1r' AT GRADE IN LAWN AREAS MAX• ^ 1 I (_ z ETCH DNWITH OR EQUAL CONTROLLER I—III I I=1 I I= ev SPLICE BOX COVER WITH r MND VALVE SEQUENCE �, Y ;', LOCKING TOP ETCHED "S.B.' _I= III=III - - - - - -I I I I I I I < I I FINISH GRADEMIN IICK — I AT GRADE IN LAWN AREAS a I I I I Ell , CLEAN BACKFILL - SEE I I COUPLING VALVE I— I 1 3 IN PLANTER BEDS SPECS FOR MATERIAL SIDEWALK WITH PURPLE — I _ IIR CAP STAINLESSLCOMPACTON REQUIRED MOISTURE EN WHERE SCREW CLAMP ISTEEL _ C4 REQUIRED MINIMUM (3) PLACES NON-PRESSURE LITERAL UNE: •••• z - I I I I I SCH. 40 SNAKE PIPE IN 3" PIG TAIL EXPANSION 12' X 18' GREEN PLASTIC METER I I TRENCH LOOP (MIN. 24" LONG) 3/4 WASHED i f BOX. CARSON OR EQUAL CRUSHED ��..�.. i"i,i.•: i:•.I�r'. ( BRASS FLOW ANGLE AGGREGATE BASE A►:' :> !► :> �' �: • -III — PRESSURE SUPPLY UNE: ` VALVE W/UNION o I 1=I III_ SCH. 4o/CL 315 SNAKE p 3 ►. ► — — _ PIPE IN TRENCH oo-'oo:A a: 3 4" WASHED SCH 40 BRASS NIPPE _ I USHED AGGREGATE J fi� ,i3 Yy SCH 40 BRASS NIPPLE - _ - I El — CONTROL WIRES - BUNDLE �a wP o gid•q p 6 24" LONG AND TAPE AT 15' r I -III( N a INSTALL ADJACENT GOC. AND o- SCH BO PVC NIPPLE -I 11-1 —) I (- - I —I IF PRESSURE SUPPLY UNE CONTROL A COMMON WIRES III—III I I I I I I I—I I I—I I I- III—I 6' TYP. PROVIDE 6" MIN. OF SAND -- — BEDDING AND SHADDING - - SCH 40 BRASS 91f ELL /24VOLT WIRES. TAPED AND SCH 80 PVC 90' BUNDLED AT 15 FT. INTERVALS BRASS NIPPLE STREET ELL SCH 40 BRASS 90' PRESSURE SUPPLY STREET ELL 2 CU. FT. PEA GRAVEL SCH 40 PVC SXSXT TEE PRESSURE SUPPLY UNE LINE FITTING NOTE: �4 REBAR STAKE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. NOTES: PRESSURE SUPPLY UNE 24" LONG) 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 2. PRESSURE SUPPLY UNE 2 1/2' AND SMALLER 18' MIN. DEPTH 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3" AND LARGER 24" MIN. DEPTH 3• PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE: 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. VALVE NUMBER. 5 TYP. TRENCHING-STD.532 6 CONTROL VALVE-STD.520 7 QUICK COUPLER-STD.536 8 24v SPLICE BOX-STD.540 HI-POP SHRUB HEAD BODY SET TO 4' LAYER OF MULCH 1/4" ABOVE FINISH GRADE FINISH GRADE `t Underground Service Alert F y T� o Call: TOLL FREE !� I 1-800 422-4133 a I— TWO WORKING DAYS BEFORE YOU DIG - I 0 TAPER MULCH DESCRIPTION OF REVISION DATE C AWA M ITYAPPROVED: CITY OF RANCHO CUCAMONGA SCI, 40 PVC IRRIGATION DETAILS MARLEX 90' STREET ELL 90' STREET ELL NON-PRESSURE MARLIX 90' STREET ELL STREET LANDSCAPE PLAN FOR LATERAL FITTING NON-PRESSURE LATERAL UNE SCH 80 PVC NIPPLE TYPICAL (2) PLACES VINTAGE DRIVE MITI-DRAIN VALVE AS REQUIRED TRACT 14120, 14120- 3 APPROVED BY 1. LOCATE HEAD 2' TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, � _ AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. ��'�'� '1 16 P Q jA p� •4A CITY ENGINEER RICE DATE: 0 49 5 3 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE y i� y� COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. �� �� 2782 DESIGN RECO LADED 4, HEAD CONNECTION AT BOTTOM INLET ONLY. ss D) DRAWN I T e I C A P V SHEE � CBLa Aro °,re "�.Ism� m�' L- 4 of 8 - P HR �I PRAY- TD 9lF � Planning .&,-.°'�:.�.,,. 9 HI PO SHRUB S .5 3 9 OF OAL\� CHECKED ss DRAWING NO. 16 $s� L 00-022 SHEET ' OF - - -1 -1 PLANT LEGEND I SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS TREES 0T-I BRACHYCHITON ACERiFOLIUS AUTSTALIAN FLAME TREE 15 GAL. 35 30'0.C. 42 T-2 n LAGERSTROEMIA INDICA CRAPE MYRTLE'RED' 15 GAL. 12 20'O.C. 1 ♦ S_ v S- SHRUBS S-1 O ABELIA GRANDLFLARA'EDWARD GOUCHER'. NCN 5 GAL. 68 @ 4'O.C. -- 6" O.G. ` S-2 a DIETES BICOLOR FORTNIGHT LILY 5 GAL. 87 @ 4'O.C. 2 ("l2 S-3 LANTANA'LAVENDER wnzl' a I S LANTANA 1 GAL. 195 @ 3 O.C. 1 J ` S� LANTANA'DWARF YELLOW LANTANA 1 GAL. 51 @ 3 O.C. H I F.F. = 70.80 S-5 0 LAVENDULA DENTATA FRENCH LAVENDER 5 GAL. 15 @ 5'O.C. ull 5 ♦ PAD = 70.3 S-6 NANDLNA DOMESTICA HARBOR DWARF HEAVENLY BAMBOO 5 GAL. 51 T O.C. \ � oI I � ♦ A � � a 1 7 ♦`�" 'C S-7 RHAPHIOLEPIS INDICALARA' INDIAN HAWTHORNE 5 GAL. 162 @ 5'O.C. � I .� *� `'`!r -- ' S-8 � SALVIA LEUCANTf[IJS MEXICAN BUSH SAGE 5 GAL. 81 Q 4'0.C. O" 40 S-9 O NANDINA DOMESTICA'NADA' DWARF HEAVENLY BAMBOO 1 GAL. 179 @ T O.C. \ • �� - 12 `. GROUNDCOVERS ♦ 13 GC-1 TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL. 1002 @ T O.C. GC-2 ROSMARINUS OFFICINALIS PROSTRATUS DWARF ROSEMARY I GAL. 26 8 6'O.C. `♦ GG 1 S ZT-2 • ROCKSCAPE PER CITY STANDARDS DETAIL NO.542 CASE 1. -- 2' O.G. " '� GG jj ` O.C. ALL PLANTING AREAS TO RECEIVE 4"THICK OF SHREDDED BARK MULCH. !`� ♦ F.F. = 61.70 1 3 PAD = 61.2 I �J 'N\2 O.G. �� ♦♦ S�Gh+T -.4 27 9 0 26 S- ` 14 � C - s�, ' O.G. ° �` T- 5 \ ` 37 16 - 11 8 41 llI i 4 R 1 3 4 T-1 l ♦` -- 6 O.G. 1 3 F. = 59.0 1 G2 PW0� I T-2 PAD = 58. 34 O.G. 'L ,T S- SIZING LEGEND -- 2' O.G. ° 18 >.. :: 1 ..� P ° 1 GALLON ° 30" BOX ° " GG 41 -3 — SVA TEL 48 BOX S LY • ° ° 40 Mft. AINT 16 10 ° ° — EIS jL ° 5 GALLON ° 36" BOX ° 54" BOX & ENC 0 15 GALLON x42" BOX x 60" BOX S- ° _- 1 ° 24" BOX Indicates quantity o Indicates palm ° `` -- I w X Indicates species X B.T.H. as noted. 26 IO S- — — = 2'�' L/Nj� 1 * Denotes trees that are to be tagged by the Landscape Architect. F.F. 59.00 PAD = 54.5 S 82 12 — . I -9 -- a tMI cT a 11NE , a ° F.F. = 54.50 8 116 PAD 4. 5 0 4DR P�VArELy' IN EDT RAI L & F E 3 NCE T-2 4 T-1 97 46 S- � 1 3X PLANTING NOTES0 ���ANDSC,Ip�, � 1 CITY 1. Contractor shall notify the City and Landscape Architect of site conditions which 7. Quantities shown on the legend are for estimate purposes only. final quantities for plant materials ��`' ���� v''�� DESCRIPTION OF REVISION DATE APPROVED: prevent installation per plans and specifications. Contractor shall be responsible installed shall be governed-by the indicated plant spacing required. 792 '0� ,,2� for removing and re-installing irrigation equipment, and replanting areas which are yt CITY OF RANCHO C U C A M 0 N G A not installed per plan and specification. 8. Whenever shrub/groundcover areas are adjacent to turf areas or public landscape areas are ad'acent s �ereon.to 2. Contractor shall follow the details and specifications for soil preparation, plant pit requirements, staking private landscape areas, a concrete header is required,pursuant to City standards and detailPLANTING PLAN and backfill requirements. 9. Clean-up shall take place on a daily basis unless otherwise approved by the city. of Q� 3. Contractor shall familiarize himself/herself with all underground utilities,pipes, structures, etc., and shall 10. The following soil amendments shall be for bid purposes only. Final soil amendment types and F OF 0A`\�O STREET LANDSCAPE PLAN F 0 R take sole responsibility for the repair/replacement, at no cost to the City, any damage of quantities shall be based on soil test recommendations (see specifications). rototil the required soil said underground facilities. amendments 6" into the soil at the required rates per 1,000 sq. ft. VINTAGE DRIVE 4. No planting shall be done until all operations in conjunction with the installation of the sprinkler system 4 cy. nitrogen stabilized sawdust have been completed, final grades have been established, the planting areas have been properly graded 120 lbs gypsum TRACT 14120, 14120- 3 and prepared as specified, and the work approved by the City. 125 lbs gro-power plus 5. All plant materials shall be approved for quality by the City and Landscape Architect prior to installation. 11. Landscape areas shall receive 4" of wood chip mulch under all trees and shrubs, and blend into edges APPROVED BY CITY ENGINEER DATE: RCE 14953 Final location of all plant material shall be subject to approval by a representative of the City prior to at groundcover areas,pursuant to City standards and details hereon. grading operations shall64- excavation• accommodate the mulch. Contractor shall submit a sample for the City's approval prior to purchase DESIGN RECOMMENDED Underground Service Alert and placement. shredded mulch is available from: sS Q E 6. Contractor is responsible for all repairs and/or replacement of any damaged landscape areas beyond the Call: TOLL FREE limit of work, that is a direct result of the landscape construction and/or his subcontractor. Intravaia Rock & Sand, Inc. DRAWN I T It I C A P r SHEET Replacement items shall be exact duplicate of original work or plants, unless otherwise approved by the Upland, CA 91785 L-1do " „,_� ft", 0"ew a. 1-800 City. (909) 982-6713 CB 3 ""Qh"'""" a''= R_ NOTES: STORM DRAIN/UNDERGROUND 1. REMOVE NURSERY STAKES T TI U ILI ES BCR 2. STAKES TO BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N MIN. UTILITY w SIDEWALK v Z W E I POLE S.L. �l 1 �, ONE HALF OF SPACING i 1 �J REQUIREMENT vLIMIT OF PLANTER AREA S Q � Q 2 CURB AND GUTTER--/ METER 10 5 � w TOP TIE TO BE PLACED AS w * MIN. MIN. LOW AS POSSIBLE ON THE � TIGHTLY COMPACTED 3 BERM TO FORM TRUNK TO ALLOW FOR WIND DEPRESSED WATERING BASIN. FLEXING OF THE TREE. BUT TOP OF STAKES BELOW NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO `� 4 WOOD CHIP MULCH. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE THE HEAD TO DROP. MAIN TRUNK FINISH GRADE 2 SETS OF CINCH TIES SPACED 24" w APART, ATTACH WITH GALVANIZED SIDEWALKn J SCREWS TO 8' LODGE POLES. w AFH DRIVE S.L. O M = 2 DIA. LODGE POLE PINE STAKES 0APPROACH0 0 �� 0 12w MAX. WITH WOOD PRESERVATIVE STAIN, DRIVE A MINIMUM OF 6" INTO UNDISTURBED SOIL AND POSITION — I,;II1=1, IIII II III III,;,II �a CURB AND GUTTER STAKES OUTSIDE ROOT BALL. II=III II=III=III= 5 — 5 10 10 `` ARBOR GUARD IN TURF AREAS AND =III=1 I ( III=III=1 MIN. MIN. * IN. MIN. FRONT YARDS. I I ROOT BALL I 1=III=111= EQUA _ UNDERGROUND 4TOP OF ROOTBALL TO EXTEND 2" —III I—I I STRUCTURE eg. ABOVE FINISH GRADE. CATCH BASIN TIGHTLY COMPACTED 3" BERM TO FORM III=I PLANT PIT TO BE (2) TIMES THE TRANSFORMER VAULT. WATERING BASIN FOR RESIDENTIAL AND =III-1 I I=III=III=III=I I �I I III=) I I: WIDTH OF THE ROOT BALL GROUND COVER INSTALLATIONS. LOCATE =1 I I—I I I� I (—III—III=III—I I 1- OUTSIDE OF PLANT PIT. BERMS IN TURFI�I—�)�I I—III—III—I I �I ( I—I NOTES: AREAS TO BE REMOVED PRIOR TO CITY T_—III I I—I I (=1 I I=III=I —I I �- 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER ACCEPTANCE. �—I _ _ _ _ =�=III—III—III—III—III— —III= NOTE: 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT + —+ —+ +—� +—+ —+i i—+ + i— +—+ + 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL CRITERIA AS APPROVED BY TRAFFIC ENGINEER. — — _ NATIVE BACKFILL WITH NO SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st — — — ROCKS GREATER THAN 3" PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. Fj DIAMETER. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND UNDISTURBED NATIVE SOIL SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER FACILITIES. IN ADDITION MAINTAIN 10 FROM CENTER OF TREE TO ALL UTILITY SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING OWNED WATER & SEWER LATERAL LINES. ROOT BALL ` _ NATIVE BACKFILL WITH No FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. ROCKS GREATER THAN 3" DIA. NOTES: _ 1 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I — OF ROOT BALL DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE ENGINEERING DIVISION. LEGEND ARE ESTIMATES ONLY. `NATIVE SOIL UNDISTURBED 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. L TWICE ROOT BALL WIDTH 1 TREE PLACEMENT 2 DOUBLE STAKED TREE - 5 GAL. - 24" BOX 3 CONTAINER PLANTING 4 SHRUB & GOUNDCOVER SPACING COBBLESTONE 2% IN R.O.W. FLAT SIDE UP 6' PCC MOW CURB CASE PER CITY STD. 534 MORTAR TOOL MORTAR JOINTS SIDEWALK • TO ACCENT COBBLE OR CONCRETE COBBLESTONE ARD ESTONE 1/2�� t- HEADER NOTES: 6" MIN. CURB a .. v ; 'W/OCURB EDEN �R�UN - '. : / AND WALK 1, SLOPE IN TURF AREAS: \ C,O a, BETWEEN CURB AND SIDEWALK/TRAIL - 2% \ V 3 MINIMUM RETE BED b, BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. \ R N UNDERNEATH COBBLESTONE (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE 7URF \ 3' M PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. S; \ 4); OUTSIDE PUBLIC R.O.W. M w 2. SLOPES IN SHRUB/GROUND COVER AREAS: ` AX, 24 \ \ CASE 2 (LOCATES PER PLAN) 3' MIN. SOIL DEPTH AT SIDEWALK OR CURB EDGE OF COBBLE a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% COBBLESTONE a � b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTEDTURF _ END CM IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED , SHRUB AND GROUND COVER 2% MIS THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT, — — — — -- 3-1/2' MINIMUM 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE 8Y CASE BASIS AND WILL REQUIRE APPROVAL F THE CITY ENGINEER. CONCRETE BED O C ENG E WITHIN PUBLIC RIGHT—OF—WAY 6' 24' 6' (SEE NOTES HEREON) CASE 3 2w MAX. MORTARED STONE SWALE DEPTH 6w COBBLESTONE4" CONCRETE BED Wr jR URB BENEATH COBBLE ALLOWABLE GRADES S SEE ABOVE DETAIL _ - - FOR END CONDITION _ __ _ CURB do GUTTER 2' MIN. - / 4' MAX. RAD. PERIMETER WALL PRIVATELY OWNED. EQUESTRIAN FENCE Q w PRIVATELY OWNED. 6 PCC MOW CURB PER PA ' ( CITY STD. 534 C7 �co�ANDSCj, 4*4� DESCRIPTION OF REVISION CITY ZE APPROVED: a J J 2781 r 3' MIN. / 4' MAX. RAD. SHRUB & TREE SHRUB & TREE I Aw * ' lp /, -4 CITY OF RANCHO NOTES: SIDEWALK HARDSCAPE PLANTING PLANTING o i s'(.� CUCAMONGA AREA AREA w O \"T 1. CONCRETE CLASS 520-D-2500. JOIN AT RIGHT ANGLES (TYP.) I `� 2. ROCK SIZES UNLESS OTHERWISE SPECIFIED, HP�L BE: a 9 � �; Q� PLANTING DETAILS BbULDERS: MAX. S-0 = MIN. 2'-,Q COBBLESTONES: MAX. 12' - MIN. WITH ONE FIAT SIE 5 STREET LANDSCAPE PLAN F 0 R 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAW 2� EMBEDMENT. 4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS D MO TART 1 PART wCEMENT T 00 PSI PORTLAND CEMENT CONCRETE. NO DRY-PACK IS ALLOWED 1. T rTT.; 4 4 L1. .. '. 11;... .-,._ r. _. �., TO 2-1 2 PARTS SAND, 20 C ) L i, + --- _ _ - _ T - 1 A SAMPLE AREA, MIN. 40 S FT. SHALL BE APPROVED BY THE CIT INSPECTOR PRIOR TO !J _ DRIVE 5. SQ. I Iii III _ E - I ) —_ VINTAGE gyp, i 6. PROCEEDING WITH REMAINING ROCK WORK. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. — -� �- �� 7. ROCKS SHALL BE SMOOTH, ROUNDED AN FR E OF OBJECTIONABLE DISFIGURATIONS & EXCESSIVE IRON CONTENT. —_- _ __ TRACT 14120, 14120 3 8. ALL COBBLESTONE AREAS SHALL HAVE 6 x 6 CONCRETE HEADER AS AN EDGE AT PLANTING. I 9. ROCKSCAPE SHOULD FOLLOW GRADE WIHERE SLOPES EXIST AND MAINTAIN A 2% MIN. AT ALL TIMES WITHIN THE R.O.W. - M APPROVED BY - DATE: 6 CONC. CITY ENGINEER IX"A" RCE 4953 MOW CURB Underground Service Alert DESIGN RE 0 ENDED g 15' 8 4' 6' ss Call: TOLL FREE EQUESTRIAN TRAIL SIDEWALK DRAWN PRIVATELY OWNED. $ 1 T E S c A P III! SHErr C B • wm_�...... M"*-am 1—eoo ..,' Arahffw&un, w=ft... ft a$-"" L-6 422-41 ...,. OF 8 TWO MORKING DAYS BEFORE YOU DIC t Planning m" I-* uw /w CHECKED 6 COBBLESTONE DETAIL-STD.542- 1 '7 SECTION OF TYPICAL LANDSCAPE AREA DRAWING N0. ss l !0 5 00-023 SHEET OF CITY OF RANCHO CUCAMONGA D. Brass Pipe and Fittings: 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. Metal conduit shall run from the 117 volt supply GENERAL CO NMITIONS PLANTING AND IRRIGATION SPECIFICATION 1.05 SUBSTITUTIONS 1. Where indicated on the Drawings, use red brass screwed PP Y 2. The Contractor shall make neat and legible notations on to the controller housing. All power within the housing shall be properly phased. A. CONTRACTOR DOCUMENTS: Shall consist of the record drawing progress sheets daily as the work A. If the Contractor wishes to substitute any equipment or pipe conforming to Federal Specification #WW-P-351. SPRINKLER IRRIGATION SPECIFICATIONS g p g Y 4. A terminal strip shall be provided, clearly indicating the proper points of connection specification and its general conditions and the proceeds, showing the work as actually installed. For materials for the equipment or materials listed on the 2. Fittings shall be red brass conforming to Federal P g Y of all appropriate wiring (station valves, master valve, common, central control). drawings. The intent of these documents is to PART 1 - GENERAL example, should a piece of equipment be installed in a Drawings and Specifications, he may do so by providing Specification#WW-P-460. include all labor, materials, and services necessary the following information to the City of Rancho E. Copper Pipe and Fittings: Q. Miscellaneous Irrigation Equipment: location that does not match the plan, the Contractor must Pp P g for the proper execution on the work. The documents 1.01 DESCRIPTION Cucamonga for approval: 1. Pipe: Type K, hard tempered. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. p p indicate that equipment has been relocated in a graphic p yp p are to be considered as one. Whatever is called for manner so as to match the original symbols as indicated in 1. Provide a statement indicating the reason for making the 2. Fittings: wrought copper, solder joint type. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. b an arts shall be as binding as if called for A. Scope of Work: Provide all labor, materials, substitution. Use a separate sheet of paper for each item y y p g the irrigation legend. The relocated equipment and P P p 3. Joints shall be soldered with silver solder, 45% silver, 15 transportation and services necessary to furnish and dimensions will then be transferred to the original record to be submitted. 0 0 0 0 all parts. PART 3 -EXECUTION install the Irrigation System as shown on the Drawings /o copper, 16/o zinc, 24/o cadmium, solidus at 1125 F, and described herein. drawing plan at the proper time. 2. Provide descriptive catalog literature,performance charts and liquidus at 1145" F. B. VERIFICATION: The Contractor shall verify 3. Before the date of the final observation, the Contractor and flow charts for each item to be substituted. 3.01 OBSERVATION OF SITE CONDITIONS measurements on the drawings before beginning B. Standards: All work and materials shall comply with shall transfer all information from the "record drawing" 3. Provide the amount of cost savings if the substituted item F GateValves: g A. All scaled dimensions are approximate. The Contractor shall check and verify all work. In case of error or discrepancy in the governing codes, safety orders, standards, and regulations, prints to a sepia lar or similar mylar material. is approved. 1. Ball Valves (12" and smaller) P eP Y Y size dimensions and receive approval from the City of Rancho Cucamonga prior to drawings or specifications or in the work of and meet the minimum requirements of the Standard Arrangements shall be made through the city for B. The City of Rancho Cucamonga shall have the sole a. Ball valves shall be a 125 lb SWP bronze valve with threaded others affectinghis work he shall notify the Specifications For Public Works Construction Green proceeding with work under this Section. � fY P ( obtaining said sepia mylar or similar mylar material. All responsibility in accepting or rejecting any submittal item ends and shall be equipped with a stainless steel handle. B. Exercise extreme care in excavating and working near existing utilities. The Owner's Representative and City inspector Book) latest edition. work shall be in waterproof India ink and applied to the as an approved equal to the equipment and materials listed b. Ball valves shall be Nibco T- 585-70-66 or approved equal. Contractor shall be responsible for damages to utilities which are caused by his immediately. The Contractor shall be held mylar by a technical pen made expressly for use on mylar on the Drawings and Specifications. c. All Ball valves shall be installed per detail. 1.02 QUALITY ASSURANCE &REQUIREMENTS operations or neglect. Check existing utilities drawings for existing utility locations. responsible for any damages or loss due to material. Such pen shall be similar to those manufactured 1.06 GUARANTEE 2. Resilient Wedge Gate Valve (2" and larger) C. Coordinate installation of sprinkler materials including pipe, so there shall be no his failure to observe these instruction. by Rapidograph, Kueffel & Esser, or Faber Castell. The a. Resilient Wedge Gate valves shall be epoxy coated interference with utilities or other construction or difficulty A. Permits and Fees: The Contractor shall obtain and pay for A. The guarantee for the irrigation system shall be made in in planting trees, t ti 2"with d i d readable even on anequipped wa operating nu . shrubs any and all permits and all observations as required. dimensions shall be made as to be easilyaccordance with the attached form. The General , and ground covers. C. MATERIALS, MACHINERY, EMPLOYEES: the final controller chart (see Section C). The original b. Resilient Wedge Gate valves shall be No. 403 RT-RW as D. The Contractor shall carefully check all des to satisfy himself that he may safely Except as otherwise noted the Contractor shall Conditions and Supplementary Conditions of these Y 8*a fY Y Y p B. Manufacturer's Directions: Manufacturer's directions and mylar record drawing plan shall be submitted to the City supplied by Watts or approved equal. proceed before starting work on the irrigation system, provide and pay for all materials, labor, tools, Specifications shall be filed with the City prior to Pr g g Y detailed drawings shall be followed in all cases where the of Rancho Cucamonga for approval prior to the c. All Resilient Wedge Gate valves shall be installed per detail. and other items necessaryand incidental to the acceptance of the irrigation system manufacturers of articles used in this Contract furnish completion of the controller chart. B. A copy of the Guarantee form shall be included in the G. Quick Coupling Valves: 3.02 PREPARATION completion of his work. directions covering points not shown in the Drawings and 1. Quick coupling valves shall have a brass two-piece designed for A. Physical layout: 4. The Contractor shall dimension from two (2) permanent operations and maintenance manual. Q p g P body � Y Y Specifications. P working pressure of 150 P.S.I. 1. Prior to installation the Contractor shall size stake out all sure supply lines D. SURVEYS, PERMITS, REGULATIONS: points of reference, such as building corners, sidewalk g P Pres pp y , C. The guarantee form shall be re-typed onto the Contractor's 2. ick coupling valve shall be operable with a ick couplet k The Owner shall furnish an adequate survey C. Ordinances and Regulations: All local, municipal and edges, road intersections, etc., the location of the letterhead and shall contain the followinginformation: � p g P � p �'' routing and location of sprinkler heads. of the property. The Contractor shall obtain and state laws, and rules and regulations governing or relating following items: Key size and type shall be as shown on the Drawings. 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. pay for all permits and comply with all laws to any portion of this work are hereby incorporated into a. Connection to existing water lines. GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: B. Water Supply: and made a part of these Specifications, and their b. Connection to existing electrical power. 1. The irrigation system shall be connected to water supply point(s) of connection and ordinances bearing on the operation or We hereby guarantee that the irrigation system we have 1. Backflow prevention unit shall be of size and type indicated on the irrigation rovisions shall be carried out b the Contractor. c. Gate valves. as indicated on the Drawings. conduct of the work as drawn and specified. If the P Y furnished and installed is free from defects in materials drawings. Install backflow prevention units in accordance with the Drawings Anything contained in these Specifications shall not be d. Routing of sprinkler pressure lines (dimension max. . 2. Connections shall be made at the approximate location(s) shown on the Contractor observes that a variance exists and workmanship, and the work has been completed in 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy therewith he shall promptly notify the construed to conflict with any of the above rules, 100' along routing). Drawings. The Contractor is responsible for minor changes caused by actual accordance with the Drawings and Specifications, with 60 mesh monel screen and shall be similar to Bailey #10013 or approved equal. Owner's Representative and Ci inspector of an regulations, or requirements of the same. However,when e. Sprinkler control valves. site conditions. p City p y ordinary wear and tear, unusual abuse, or neglect 3. All pressure main line piping between the point of connection and the backflow these Specifications and Drawings call for or describe f. Routing of control wiring and locations of all splice boxes. C. Electrical Supply: necessary changes shall be adjusted as verify excepted. We agree to repair or replace any defects in preventer shall be installed as required by local code. The Contractor shall fy 1. Electrical connections for an provided in the contract for changes in the work. materials, workmanship, or construction of abetter g. Quick coupling valves. y and all automatic controllers shall be made to material or workmanship which may develop during the with the local governing body as to material type and installation procedures prior electrical point(s) of connection as indicated on the Drawings quality, higher standard, or larger size than is required by h. Stub-outs for future connections. period of one year from date of acceptance and also to to start of construction. Submit shop drawing for approval. P ( ) • E. PROTECTION OF WORK, PROPERTY the above rules and regulations, the provisions of these i. Other related equipment as directed by the City of 2. Connections shall be made at the approximate location(s) shown on the Drawings. repair or replace any damage resulting from the repairing Specifications and Drawings shall take precedence. Rancho Cucamonga. I. Check Valves: The Contractor is responsible for minor changes cause by actual site conditions. AND PERSON: or replacing of such defects at no additional costs to the The Contractor shall adequately protect the work, 5. On or before the date of the final field observation, the 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction 3.03 INSTALLATION D. Explanation of Drawings: City. We shall make such repairs or replacements within adjacent property, and the public, and shall be Contractor shall deliver the corrected and completed with replaceable composition neoprene, or rubber disc and shall meet or exceed p perty, P a reasonable time, as determined by the City, after receipt A. Trenching: responsible for an damages or in due to his act. 1• Due to the Scale of the Drawings, it is not possible to sepias to the City of Rancho Cucamonga. Delivery of Federal Specification WW-V--51D, Class A Type 1V. p Y g j�'Y of written notice. In the event of our failure to make such � � 1. Dig trenches straight and support pipe continuously on bottom of trench. indicate all offsets, fitting, sleeves, etc., which may be the sepias will not relieve the Contractor of the 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread La pipe to an even de. Trenching excavation shall follow layout indicated repairs or replacements within a reasonable time after y p p gra g y F. CORRECTION OF WORK: The Contractor shall required. The Contractor shall carefully investigate the responsibility of furnishing required information that may inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve receipt of written notice from the City, we authorize the on the Drawings and as noted. re-execute anwork that falls to conform to the structural and finished conditions affecting all of his work be omitted from the prints. shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve Y City to proceed to have said repairs or replacements made 2. Provide for a minimum of twenty-four(24) inches cover for all irrigation requirements of the contract and shall remedy defects and plan his work accordingly, furnished such fittings, C. Controller Charts: shall be similar to the Valcon "ADV" or approved equal. lines installed under paving or hardsca in q Y at our expense and we will pay the costs and charges p g p g. due to faulty materials or workmanship upon notice etc., as may be required to meet such conditions. 1. As-builts drawings shall be approved by the City of therefore upon demand. J. Control Wiring: 3. Provide for a minimum of twenty-four(24) inches cover for all pressure Drawings are generally diagrammatic and indicative of the Rancho Cucamonga before controller charts are prepared.from the City inspector. g Pep 1. Except as noted otherwise, connections between the automatic controllers and the supply lines of three (3) inches or larger in diameter. work to be installed. The work shall be installed in such a PROJECT: manner as to avoid conflicts between the irrigation system2. Provide one controller chart for each controller sequence. electric control valves shall be made with direct burial copper wire AWG-U.F. 4. Provide for a minimum of eighteen (18) inches cover for all pressure supply , G. CLARIFICATION OF DRAWINGS 600 volt. Control wiring installed in control wire conduit within structure shall be lines of two and one half(22 ) inches or smaller BEFORE BIDDING: planting and architectural features. 3. The chart shall show the area controlled by the automatic LOCATION: made with AWG-TW solid copper wire. Pilot wires shall be a different color wire 5. Provide for a minimum of twelve (12) inches for all non-pressure lines. After reviewing the drawings thoroughly it is the 2. All work called for on the Drawings by notes or details controller and shall be the maximum size which thecontroller door will allow. SIGNED: for each automatic controller. Common wires shall be white with a different color 6. Provide for a minimum cover of eighteen (18) inches for all control wiring. Contractor's responsibility to clarify with the Owner's such be furnished and installed whether or not specifically stripe for each automatic controller. Install in accordance with valve manufacturer's 7. Refer to City Standard 120 "Trench Repair" when within City streets Representative any questions the Contractor may have mentioned in the specifications. 4. The chart is to be a reduced drawing of the actual installed specifications and wire chart. In no case shall wire size be less than #14. susceptible to traffic loads. regarding the method of construction quantities, or system. However, in the event the controller sequence is ADDRESSED: g g � q � 3. The Contractor shall not willfully install the irrigation q 2. Wiring shall occupy the same trench and shall be installed along the same route as B. Backfilling: quality of materials included or called out. If the system as shown on the Drawings when it is obvious in not legible when the drawing is reduced, it shall be PHONE: DATE OF ACCEPTANCE: pressure supply or lateral lines wherever possible. 1. The trenches shall not be backfilled until all required tests are performed. Contractor can not contact the Owner's Representative, enlarged to a size that will be readable when reduced. - 3. Where more than one 1 wire is laced in a trench the wiring shall be taped together Trenches shall be carefully backfilled with the excavated materials approved the field that obstructions, grade differences, or ( ) P � g P g Y PP the Contractor must qualify his bid or accept the discrepancies in area dimensions exist that might not have 5. The chart shall be a black line or blueline ozalid print and PART 2 -PRODUCTS at intervals of fifteen (15) feet. for backfilling, consisting of earth, loam, sandy clay, sand, or other approved interpretation of the Owner's Representative on the been considered in engineering. Such obstructions or a different color shall be used to indicate the area of 4. An expansion curl shall be provided within three(3) feet of each wire connection. materials, free from large clods of earth or stones. Backfill shall be mechanically questionable areas as they develop during construction. differences should be brought to the attention of the City coverage for each station. 2.01 MATERIALS Expansion curl shall be of sufficient length at each splice connection at each electric compacted in landscaped areas to a dry density equal to adjacent undisturbed of Rancho Cucamonga. In the event this notification is A. General: Use only new materials of brands and es noted control valve, so that in case of repair, the valve bonnet may be brought to the surface soil in planting areas. Backfill will conform to adjacent grades without dips, H. SAMPLES: The Owner's Representative or Ci 6. When completed and approved,the chart shall be Y types Pr City not performed, the Contractor shall assume full hermetically sealed between two pieces of plastic, each g on drawings, specified herein, or a uals. without disconnecting the control wires. Control wires shall be laid loosely in trench sunken areas, humps or other surface irregularities. P approvedequals. inspector reserves the right to take and analyze responsibility for any revision necessary. without stress or stretching wire conductors. 2. A fine granular material backfill will be initially placed on all lines. No samples of materials for conformity to specifications piece being a minimum 20 mils. B. PVC Pressure Main Line Pipe and Fittings: p n' P 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rainbird foreign matter larger than one-half(2) inch in size will be permitted in the at any time. The Contractor shall furnish samples 1.03 SUBMITTALS 7. These charts shall be completed and approved prior to the 1. Pressure main line piping for sizes 2" and larger shall be Snap-Tile wire connectors., or approved equal. Make only one splice with each initial backfill. upon request by the Owner's Representative. Rejected A. Material list: final field observation of the irrigation system. PVC Class 315. connector sealing pack. 3. Flooding of trenches will be permitted only with approval of the City of Rancho materials shall be immediately removed from the site 2. Class 315 pipe shall be made from an NSF approved Type 1, 6. Fields splices between the automatic controller and electric control valves will not be Cucamonga. 1. The Contractor shall furnish the articles, equipment, D. Operation and Maintenance Manuals: P � and replaced at the Contractor's expense. The cost of Garde !, PVC compound conforming to ASTM resin allowed without prior approval of the Ci of Rancho Cucamonga. 4. If settlement occurs and subsequent adjustments in i valves materials, or processes specified by name in the Drawings 1. Prepare and deliver to the City of Rancho Cucamonga P PP City 8 q ) pipe, , sprinkler testing materials not meeting specifications shall be specification D1784. All pope must meet requirements asset K. Automatic Controller: heads, lawn, planting, or other construction are necessary, the Contractor and Specifications. No substitution will be allowed within ten calendar days prior to completion of ary, paid by the Contractor. forth in Federal Specification(Solvent-weld with p appropriate 1. Automatic controller(s) shall be of size and a shown on the Drawin shall make all required adjustments without cost to the Ci without prior written approval by the City of Rancho construction, two hard-cover, three ring binders containing standard dimension S.D.R. Solvent-weld Pie . � �� q 1 ty. Cucamonga. the following information: ( ) ( P ) 2. Final location of automatic controller(s) shall be approved by the City of Rancho C. Trenching and Backfill Under Paving: I. PRE-CONSTRUCTION CONFERENCE: 2. Complete material list shall be submitted prior to 3. Pressure main line piping for sizes 1-1/2" and smaller shall be Cucamonga. Schedule a re-construction meeting with the P p a. Index sheet which states Contractor's name, address, 1. Trenches located under areas where paving, asphaltic concrete, or concrete p g performing an work. Material list shall include the PVC Schedule 40 with solvent welded joints. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power to each Owner's Representative and the Ci inspector at P g Y and telephone number, and which lists each installed will be installed, shall be backfilled with sand (a layer four(4) inches below p City p manufacturer, model number, and description of all 4. Schedule 40 pipe shall be made from NSF approved Type 1, automatic controller location is to be furnished by others. The final electrical o least seven (7) days before beginning work. The p equipment and material item including names and addresses P P PP YP the pipe and six (6) inches above the pipe) and compacted in layers to 95/o materials and�equipment to be used. Although Grade 1 PVC compound conforming to ASTM resin hook-up shall be the responsibility of the Contractor. purchase of this conference is to review any g of manufactures local representatives. P g compaction, using manual or mechanical tamping devices. Trenches for manufacturer and other information may be different, the b. Catalog and parts sheets on every material and equipment specification D1785. All pipe must meet requirements asset L. Electric Control Valves: piping shall be compacted to equal the compaction of the existing adjacent questions the Contractor may have regarding, the following is a guide to proper submittal format: item installed under this Contract. forth in Federal Specification PS-21-7 1. All electric control valves shall be the same size and type shown on the Drawings. undisturbed soil and shall be left in a firm unyielding condition. All work, administrative procedures during construction and project work schedule. Item No. Description Manufacturer Model No. c. Guarantee statement. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF 2. All electric control valves shall have a manual flow adjustment. trenches shall be left flush with the adjoining grade. The Contractor shall d. Complete operating and maintenance instructions on approved conforming to ASTM test procedure D2466. 3. Provide and install one control valve box for each electric control valve. set in place, cap and pressure test all piping under paving prior to the paving work. 1 Backflow Prestroll CalseFebcET1-2825-Y - all major equipment. 6. Solvent cement and primer for PVC solvent-weld pipe abd M. Control Valve Boxes: 2. Generally,piping under existing walks is done by jacking, boring, or 2 Automatic Controller Calsense ETl-24 -DR 2. In addition to the above mentioned maintenance manuals, fittings shall be of type and installation methods prescribed by 1. Use 10" x 10-3/4" round box for all gate valves. Carson Industries#910-12B with hydraulic driving, but where any cutting or breaking of sidewalks and/or 3 Master Valve Superior 3100 RCV provide the City's maintenance personnel with instructions the manufacturer. green bolt-down cover or approved equal. Extension sleeve shall be PVC with concrete is necessary, it shall be done and replaced by the Contractor as a 4 Etc. Etc. Etc. for major equipment and show evidence in writing to the minimum size of six 6 inches. part of the Contract cost. Permission to cut or break sidewalks and/or 7. All PVC pipe must bear the following markings: ( ) Irrigation submittal must be specific and complete. All City of Rancho Cucamonga at the conclusion of the a. Manufacturer's name 2. Use 9-1/2" x 16" x 11" rectangular box for all electric control valves. concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic items must by listed and should include solvent, primer, project that this service has been rendered. Carson Industries # 1419-12B with green bolt-down cover or roved equal. driving will be permitted under concrete paving. b. Nominal pipe size � � � wire, connectors, valve,boxes, etc. No copies of E. Equipment to be Furnished: 3. Use 6" diameter x 8-3/4" de round plastic valve box for all quick coupling valves. 3. Refer to City Standard 120 "Trench Repair" when within City streets c. Schedule or class � P q P g manufacturers literature (catalog cuts)are required as Carson Industries #608-12 with green flex-lock cover or approved equal. susceptible to traffic loads. 1. Supply as a part of this contract the following tools: d. Pressure rating in P.S.I. � PIS q submittal information. �� �� �� a. Two (2) sets of special tools required for removing, e. NSF (National Sanitation Foundation) approval 4. Use 9-1/2 x 16 x I 1 rectangular box for all electric control valves installed within 3. Equipment or materials installed or furnished without disassembling and adjusting each type of sprinkler and f. Date of extrusion on-grade landscaped areas. Carson Industries# 1419-12B with green bolt-down 0 prior approval of the City of Rancho Cucamonga may be cover or approved equal. valve supplied on this project. 8. All fittings shall bear the manufacturer's name or trademark, �,ANDSCAp rejected and the Contractor may be required to remove b. Two (2) four-foot valve keys for operation of gate valves. material designation, size, applicable I.P.S. schedule and NSF 5. Use 10 x 10-1/4 round box for all quick coupling valves installed within � Ee�a L Fol +Ife DESCRIPTION OF REVISION DATE Cls such materials from the site at his own expense. c. Two 2 keys for each automatic controller. on-structure landscaped areas. Carson Industries No. 910-12B with green l APPROVED: O Y seal of approval. Y782 ,. C 4. Approval of any item, alternative or substitute indicates d. One (1) quick coupler key and matching hose swivel for bolt-down cover or approved equal. ! CITY 0 r RANCHO C U C A M 0 N G A Y P P apparently eve five 5 or fraction thereof of each a of quick C. PVC Non-Pressure Lateral Line Piping: only that the product or products a arentl meet the 1t every O type q N. Sprinkler Heads: requirements of the Drawings and Specifications on the coupling valve installed. 1. Non-pressure buried lateral line piping shall be PVC basis of the information or samples submitted. 2. The above mentioned equipment shall be turned over to the Schedule 40 with solvent-weld joints when installed in 1. All sprinkler heads shall be of the same size, type, and deliver the same J►� 0 I \Q 5. Manufacturer's warranties shall not relieve the Contractor City at the conclusion of the project. Before final observation planting areas. rate of precipitation with the diameter(or radius) of throw, pressure, and 9r�, D�., ''�'oQ�' SPECIFICATIONS of his liabilityunder the guarantee. Such warranties shall can occur, evidence that the City has received material must 2. Non-pressure lateral line piping installed under paved discharge as shown on the Drawings and/or specified in theses special rovisions. OF pL�� � g g P p p � STREET LANDSCAPE PLAN FOR only supplement the guarantee. be shown to the City of Rancho Cucamonga. areas shall be PVC Schedule 40 with solvent welded 2. Spray heads shall have a screw adjustment. B. RECORD DRAWINGS: joints. 3. Riser units shall be fabricated in accordance with the details shown on the drawings. VINTAGE DRIVE 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the 1. The Contractor shall vide and keep up-to-date a 3. Pipe shall be made from NSF approved, Type I Grade II ° eP P sprinkler body. TRACT 1412 0 14120- 3 complete record set of blueline ozalid tints which shall A. Handling of PVC pipe and fittings: The Contractor is PVC compound conforming to ASTM resin specification � p p 5. All sprinkler heads of the same type shall be the same manufacturer. cautioned to exercise care in handling, loading, unloading, D1784. All pipe must meet requirements set forth in 6,ul� �be corrected daily, showing every change from the O. Sleeving: APPROVED BY : DATE; �and storing PVC pipe and fittings. All PVC pipe shall be Federal Specification PS-22-70 with an appropriateoriginal Drawings and Specifications and the exact CITY ENGINEERRCE AO 24953 installed locations, sizes, and kinds of equipment. Prints transported in a vehicle which allows the length of pipe to standard dimension ratio. 1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring lie flat so as not to subject it to under bending or a 4. Except as noted in paragraphs 1 2 and 3 of this section shall be Schedule 40 P.V.C. or approved equal. DESIGN RECOMMENDED Underground Service Alert for this purpose may be obtained from the City of Rancho � g P P �P SS 9 concentrated external load at any point. Any section of (2.01 B) all requirements for non-pressure lateral line pipe P. Vandal Resistant Controller Enclosure: F , Cucamonga at cost. This set of drawings shall be kept on pipe that has been dented or damaged will be discarded and fittings shall be the same as for solvent-weld pressure 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and DRAWN SIT t Call: TOLL FREE the site and shall be used only as a record set. � � J C A PIES SHEE 1-800 and if installed, shall be replaced with new piping. main line pipe and fittings as set forth in section 2.01B of Irrigation Detail sheet. C B :3 1ondlea ,�•---- M* L 7 OF $ '� A.oAlMatu.s .».a.an, the Specifications. 2. A backboard shall be secured to the controller enclosure housing to provide a base i t Plasm"o .... ,".�. 422-4133 for mounting the automatic sprinkler controller and terminal strip. CHECKED DRAWING NO. TWO WORMC DAYS BEFORE YOU DIG SS 16 8 5 - L 00-023 SHEET OF D. Assemblies: 5. All hydrostatic tests shall be made only in the presence of the General C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for Y Y Pre Apply, spread, and rototil in all soil amendments as recommended to a depth of 6". shall furnish the Landscape Contractor and Landscape Architect and City data to 1. Routing of sprinkler irrigation lines as indicated on the Drawings is Contractor and the Ci of Rancho Cucamonga. No pipe shall be backfilled all temporary utilities such as water, electrical power and gas as required by him �' g P P Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" demonstrate the compatibility of the weed control materials and methods with diagrammatic. Install lines (and various assemblies) in such a manner as to until it has been observed, tested and approved in writin for the construction of the project. Temporary services shall be coordinated with PP g• to 6" the following for each 1,000 square feet of planting area: the intended planting and seed varieties present. conform with the details in the Drawings. 6. Furnish necessaryforce um and all other test equipment. the City and other contractors on the job site. pump4 cubic yards of nitrolized Redwood or Fir shaving or equal. 6.04 Responsibility and Coordination: 2. Install NO multiple assemblies in plastic lines. Provide each assembly with 7. When the irrigation system is completed, D. Survey, Reference Points, and Elevations: The Contractor is responsible for g y P � perform a coverage test in the 200 lbs. of Gro-Power or approved equal. A. Landscape Contractor is responsible for the erection of all signs and barriers its own outlet. presence of the City of Rancho Cucamonga to determine if the water establishing all surveys, reference points and elevations required by him, and The above soil conditioning are minimal qualities only and should be used only for required to prevent intrusion into the treated areas and to notify the public. 3. install all assemblies specified herein in accordance with respective detail. coverage for planting areas is complete and adequate. Furnish all materials shown on plans for proper execution of site construction. bidding se, because soil conditions may change drastically from the time these B. No material or methods shall affect the landscape planting or h droseed n f taildrawings r a ifications pertaining to specific items g Pufl� P P g Y In absence o de o Sp c p g p E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours . and perform all work required to correct any inadequacies of coverage due P P ry required to complete work, perform such work in accordance with best g specifications were developed to the time the actual soil conditioning take place. germination. No material or method shall render the fob site unusable for more to deviations from the Drawings, or where the system has been willfully required by him for the construction of the project. All temporary traffic barriers Therefore, the Contractor shall obtain his own soils analysis at a rate of one per than 10 days from date of application. standard practice with prior approval of City of Rancho Cucamonga. installed as indicated on the Drawings when it is obviously inadequate and detours shall conform to all conditions required by the City or governing every 25,000 square feet of planted area. These soil tests shall be conducted by an 6.05 Non-Selective Herbicides: 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture authorities. without bringing this to the attention of the City of Rancho Cucamonga. approved Agronomic soils testing laboratory approved by the project Landscape Non-selective contact herbicide and/or non-selective systemic herbicides (as before installation. Installation and solvent welding methods shall be as This test shall be accomplished before any ground cover is planted. 1.05 Defective and Unauthorized Work: Architect and City. Copies of the soil test to be provided during the Pre-construction recommended by the Pest Control Advisor) recommended by the pipe and fitting manufacturer. 8. Upon completion of each phase of work, the entire system shall be tested All work which is determined by inspection to be defective in its construction or 5. On PVC to metal connections the Contractor shall work the metal deficient in an of the requirements of the plans and specifications, shall be remedied job conference. 6.06 Selective Herbicides: and adjusted to meet site requirements. Y q P P 3.05 Finish Grading: Selective pre-emergent herbicides compatible with seed mixtures (as recommended connections first. Teflon tape or approved equal, shall be used on all or removed, and replaced by the Contractor at his own expense in a manner acceptable 3.07 MAINTENANCE After rototilling operations are complete, grade areas to establish finish grades by the Pest Control Advisor)t threaded PVC to PVC, and on all threaded PVC to metal joints. Light to the Landscape Architect and City. for planting. All flow lines shall be maintained and proper tolerances shall be 6.07 Weed Eradication: wrench pressure is all that is required. Where threaded PVC connections A. The entire irrigation system shall be under full automatic operation for a period of 1.06 Inspections: met after settlement at the end of the project maintenance period. If in the opinion of the Pest Control Advisor,perennial grasses and weeds are required, use threaded PVC adapters into which the pipe may be solvent welded. seven (7) days prior to any planting. The Contractor shall arrange for inspections by notifying the Landscape Architect, E. Line Clearance: B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. City and governing authorities, 24 hours prior to time of inspection, unless Finish grading shall leave surface of the ground uniformly smooth and free of existing in the planting areas will require control prior to removal, spray these 1. All lines shall have a minimum clearance of six (6) inches from each other 3.08 CLEAN-UP otherwise noted. Inspections shall be as listed below,but not necessarily in this abrupt grade change. areas per Pest Control Advisor's recommendations. 3 and twelve (12) inches from lines of other trades, with the exception of the Clean-up shall be made as each portion of work progresses. Refuse and excess dirt order. Only the inspection pertaining to the project scope of work will apply: .06 Coordination: A. Prior to the installation from planting areas. the irrigation system remove and clear all weeds and fr control wire sleeve(s) which shall be installed adjacent to pressure supply shall be removed from the site, all walks and paving shall be bloomed or washed down, Rough Grading. Weed abatement work shall be coordinated with the installation of the irrigation deleterious materials line. Parallel lines shall not be installed directly over one another. and any damage sustained on the work of others shall be repaired to its original condition. Drain Lines and Catch Basins. system rototilling and soil amendment work, and planting. (See Weed Abatement Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of F. Automatic Controller Assembly: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE Irrigations(main line pressure, coverage & system operations test). section). 1" - 2" below the surface of the soil. Physically remove all weeds from the site. Install as per manufacturer's instructions. Remote control valves shall be connected to A. The Contractor shall operate each system in its entirety for the City of Rancho Soil Preparation and Finish Grading. PART 4 -TREES AND SHRUBS PART 7 -LANDSCAPE MAINTENANCE controller in numerical sequence as shown on the Drawings. Plant Material (delivery &placement). Cucamonga at time of final observation. Any items deemed not acceptable by the 4.01 Scope of Work: 7.01 Scope of Work: G. High Voltage Wiring for Automatic Controller: Substantial Completion Inscompletion of landscape ppection (at comp City of Rancho Cucamonga shall be reworked to the complete satisfaction of the Provide all material, equipment, and labor necessary to install all trees and shrubs Provide all materials, labor and equipment necessary for, or incidental to, 1. 120 volt power connection to the automatic controller shall be provided by improvements) - 7 Days. City of Rancho Cucamonga. as shown on plans, as reasonably implied and as delineated in the specifications. performing all maintenance requirements as reasonably implied or as delineated in the Contractor. s Final Inspection(after maintenance period) - 7 day . 4.02 Products the specifications including, but not limited to the following: B. The Contractor shall show evidence to the City of Rancho Cucamonga that the p g g: 2. All electrical work shall conform to local codes, ordinances, and union e a Preconstruction job conference with the Landscape The contractor shall arrange City has received all accessories, charts, record drawings, and equipment as required A. Nomenclature - Plant names indicated on the drawings conform the Standard Plant Maintain all plants and planted areas. authorities having Jurisdiction. before final site observation can occur. Architect and Ci� a minimum of seven7da prior to the beginning work. Names" established by the American Joint Committee on Horticulture. Except for Keep planted areas free of weeds and debris. H. Remote Control Valves: 1.07 Guaranties: names covered therein the established custom of the nurseryis followed. Prune trees and shrubs. 1. Install where shown on the Drawings. Where grouped together, allow at 3.10 SITE OBSERVATION SCHEDULE A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be g 8ro P , 8t' g B. Condition - Plants shall be symmetrical, typical for vane and species, sound Fertilized all lar is and planted areas. least twelve 12 inches between adjacent valve boxes. Install each remote A. The Contractor shall be responsible for notifying the Ci of Rancho Cucamonga in guaranteed from date of final acceptance of landscape construction for periods variety PP ( ) i P �' g �' g � � p P healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have Irrigation. control valve in a separate valve box. advance for the following observation meetings, according to the time indicated: as follows: healthy, normal root systems, well-filling their container, buy not to the point of Insecticide spraying. I. Flushing of System: 1. Pre-Job Conference - 7 days Trees 24"box & larger 1 year being root bound. Plants shall not be pruned at anytime, and in no case shall trees 7.02 Fertilizers: 1. After all new sprinkler pipe lines and risers are in place and connected, all 2. Pressure supply line installation - 24 hours Trees 15 gal. & smaller 1 year necessarybe topped. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8. Trees and shrubs shall be growing at a recognized nursery in accordance with good Gro-Power Controlled Release Nitrogen, as designated herein, or approvedverson work been completed, and prior to installation of sprinkler 3. Lateral line and sprinkler installation - 24 hours Shrubs All sizes 120 days diik hbP ' P P Y C heads, the control valves shall be opened and full head of water used to flush 4. Automatic controller installation - 24 hours Ground Cover 120 days out the system. 5. Control wire installation - 24 hours Bedding Plant 120 days horticulture practices and shall be of the size and caliper normally associated with substitute as required by the Agronomic soils report. Available from Gro Power the container size specified on plans. Removal of all tags, labels, nursery stakes and (909) 393-3744. 2. Sprinkler heads shall be installed only after flushing of the system has been 6. Pressure supply line and lateral line testing-48 hours Lawn (sod) 120 days ties from all plant material prohibited until the approval of the Landscape Architect or City. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and accomplished to the complete satisfaction of the city of Rancho Cucamonga. 7. Coverage test- 48 hours Lawn (seed) 120 days from first mowing D. All plant material delivered to the site showing signs of damage or disease or is 24% sulfur and shall be registered as an agricultural miner, with the State J. Sprinkler Heads: 8. Final observation - 7 days Guarantees begin after the project acceptance by City and at the end of the 180-day insufficient in size to carry out the intent of the planting plan will not accepted and Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to B. When observations have been conducted other than the City of Rancho Cucamonga, maintenance period. Landscape Contractor shall replace and plant all materials which will be replaced at Contractor's expense.. ep p Section 1030 of the Agricultural Code. g in writing of when n whom these observations be installed in this work shall bee equivalent in all respects to those itemized. show evidence a d b w th were made. have died within the times an stated above at no cost within days from receiving and 5 q Pg YP � Y g E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1-gallon, 5-gallon, 7.03 General. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. C. No site observations will commence without "As-Built" record drawings. The written notice from the Landscape Architect or City. If dead material is not replaced and 15-gallon) shall have been grown in containers for at least one al year, but Maintenance shall start immediately after landscape irrigation and lantin . In no case shall the spacing exceed the maximum recommended by the contractor shall not call for a site visit without "As-Built" record drawings, without and planted within the 5 day period, City may replace dead material with new material Y Pplanting. not over two (2) years. Maintain all plants and planted areas on a continuous basis as they are installed rcorrections, ih r ri manufacturer. completing previously noted or without out p epa ng the system for said visit. and charge the Landscape Contractor for all expenses incurred. F. Substitutions - Substitutions for indicated plant material will be permitted provided during the progress of the work, and continue to maintain them until final B. Construction Materials: The contractor shall guarantee all workmanship and the substitute materials are approved in advance by the City, and are made at no acceptance of total project. Replace any dead or dying plants as directed by the 3.04 TEMPORARY REPAIRS CONCRETE SPECIFICATION'S materials for all site development, for a period of one year from date of final PART 1 GENERAL acceptance of project. additional cost to the City. Except for authorized variations, all substitute plant Landscape Architect and City representative. The City reserves the right to make temporary repairs as necessary to keep the sprinkler 1.08 Material and Labor Releases: materials shall conform to the requirements of these specifications. A. Irrigation: Operate irrigation system on an established program to maintain all system equipment in operating condition. The exercise of this right by the City shall not 1.01 Description G. Plants Not Approved- Plants not approved are to be removed from site immediately plants and planted areas in a healthy condition. Irrigation system run-off shall be relieve the Contractor of his responsibilities under the terms of the guarantee as herein Upon completion of the work, the Contractor shall present to the City, signed copies and replaced with suitable plants. The City reserves the right to reject entire lots of kept to a minimum. Damage to irrigation system resulting from maintenance and Po �' For concrete information refer to the Standard Specifications for Public Works of all labor and materials releases for all work performed under Site Development.P P plants represented b defected samples. p personnel, shall be restored to its original condition specified. Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer P P Y P equipment and/or maintenance 1.09 Disposal and Clean-up: H. Stake all trees, as per details immediately after planting to prevent wind damage. at no cost to the City. Failure of any part of the irrigation system shall be brought to Sections 4, 201, 303, and 400, as well as any other sections related to the Remove all waste materials (including excavated material classified as I. Plant trees that are to be located in lawn or ground cover areas after finish des to the attention of the Ci No repairs other than emergency repairs shall be 3.05 EXISTING TREES installation, per and post installation of concrete work, materials, labor, and gr � City. P g Y eP unacceptable soil material) trash and debris generated or encountered during the Where it is necessary to excavate adjacent to existing trees, the Contractor shall use clean-up. The Standard Specifications for Public Works Construction is available from: are first established and allow at least 7 calendar days prior to installation of said accomplished without written permission from the City. course of landscape construction, and legally dispose of it. During the course of all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) BI Building News lawns or ground cover to provide for thorough watering of trees. All planting holes B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in the work, remove surplus materials from the site and leave premises in a neat shall be excavated as defined on appropriate details. at intervals not to exceed 10 calendar days. 3055 Overland Avenue and clean condition. Clean u and remove all remaining debris and surplus y diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall P g 4.03 Soil Amendments: The Contractor may elect to remove such concentrations of weeds manually or b Los Angeles, CA 90034 y Y Y be heavilywrapped with burlap to prevent scarring or excessive drying. Where a materials upon completion of work, leaving the premises neat and clean. PP P P g � g (310) 202-7775 Soil amendments shall be as recommended in the Agronomic soils report an approved herbicide program. ditching machine is run close to trees having roots smaller than two (2) inches in The site shall be cleaned upon the request of the inspector. 4.04 Trees Stakes: C. Pest Control: Spray all plants and planted areas at beginning of maintenance 1.02 Scope P Y P P � 8 diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean Furnish and install all concrete work complete as indicated on the drawings or as PART 2 - EXECUTION Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for program and as may become necessary thereafter by an approved method of pest cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats specified, includin but not limited to the following: 2 O1 Protection: further information. control, to keep all plants and planted areas free of insects and disease. Method g, g of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24) Kee all 1 1 delivered i i healthy condition in shall be reviewed by the City prior to any applications. Pest Control shall include ant matena deli a ed to site n a ea th cord tion for planting. A. Furnish and set all reinforcing steel bolts and anchors. P P Y P g PART 5 - GROUND COVER AND BEDDING PLANTS hours; and where this is not possible, the side of the trench adjacent to the tree shall be g Gopher control. B. Install all items required b other trades which are to be cast into concrete. shall not be allowed to dry out. Bare root stock shall be separated and heeled-in, 5.01 Scope of Work: kept shaded with burlap or canvas. q y P D. Pruning: Prune all plants as designated and directed b Landscape Architect, g P � at in most earth or other suitable material until planting. and burla ed plants Y P C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where P g lit P Provide all materials and equipment and perform all work necessary for and � P � �3' start of maintenance program o and continue to rune tants as directed or as may � P 8Ta P 3.06 FIELD QUALITY CONTROL shall have root ball covered with moist sawdust, wood chips or other suitable P Y Q applicable. incidental to installing all ground cover and bedding plants, as shown on plans, as become necessary until the end of the maintenance program. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use 1.03 Protection material until planting. �' P g all possible care to avoid in' to trees and tree roots. Excavation in areas where two 2 2.02 Installation: reasonably implied, or delineated in the specifications. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth Po jury ( ) All finished concrete work shall be barricaded to pedestrian traffic for three (3)days. 5.02 Bedding Plants: as necessary to achieve and overall even appearance. Exterminate gophers and inch and larger roots occur shall be done b hand. All roots two 2 inches and larger in Detailed layout of plants within the planting areas shall be performed by Contractor rY PP g P g y O g Barricade shall be placed imediately after concrete finishing. Contractor shall furnish, Perennials and Annuals: Provide healthy container grown plants from a moles; repair damage. diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall lace and remove all of his own barricades. Contractor shall be responsible for an and approved by the Landscape Architect and City prior to planting. P g P Y P PP P P Y recognized nursery,ry, and of the species and variety shown on plans. be heavilywrapped with burlap to prevent scarring or excessive drying. Where a dama a to new construction and replacement or repair of the work shall be made Soil excavated from planting holes shall be amended to backfill around trees and PART 8 -ACCEPTANCE OF PROJECT PP P P gr Cover:g P P 5.03 Ground Co ditching machine is run close to trees having roots smaller than two (2) inches in without added cost to the Ci shrubs using the following mixture: City. Ground Cover: Provide ground cover of the species shown on plans. Ground 8.01 General: � , g 1.04 Clean-up Native On-Site Soil with rock no greater than 3" in diameter diameter, the wall of the trench adjacent to the tree shall be hand trimmed making clean p cover shall be established and well rooted in flats or similar containers. Upon completion of installation, a maintenance period of a minimum of 180 days cuts through. Roots one 1 inch and larger in diameter shall be painted with two coats Gro Power Plus 5-3-1 2 lbs/c g ( ) • g P Upon completion of all concrete work and before final acceptance, the Contractor � Y 5.04 Mulch: for all landscaped areas is required prior to final acceptance of the work by the City. Iron Sulfate 2 lbs/c of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four(24) shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the Y Mulch: Shall be of compacted wood chip fiber. The Commencement date for the maintenance period shall commence upon written hours; and where this is not possible, the side of the trench adjacent to the tree shall be site shall be left in a clean, neat condition acceptable to the Ci Aft r used for bidding purposes only, verify with Agronomic Soils Test.) 5.05 Coordination: approval for all phases of planting installation by the City Public Works Inspector. kept shaded with burlap or canvas. P City. After backfilling, construct a 3" earthen berm to form watering basin around each A. Do not have plants delivered to the job site until site conditions are ready for planting. Maintenance period shall be adequate to verify plant characteristics and establishment. plant, to allow thorough water-in and establishment. PLANTING SPECIFICATIONS If planting is delayed, keep plant roots moist and place in a sheltered location A. Two inspections shall be made that affect the establishment period: The first after all A. Adjustment of the System: Prior to installation of turf and ground cover, remove water basins from around PART 1 - GENERAL protected from the sun,wind and other damaging elements. plantings have been completely installed in order to approve the beginning of the 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance trees and shrubs. Berms in turf areas to be removed prior to City acceptance. B. Soil preparation and fine din shall be completed and trees and establishment 1.01 Scope of Work: P P grading P period, and the second at the end of the establishment period. If and to prevent overspray onto walks, roadways, and buildings as much as possible. P shrubs installed prior to bedding tants and ground cover lantin plantings are not acceptable at the end of the 180 da period, due to defective 2. If it is determined that adjustments in the irrigation equipment will provide Contractor shall provide all materials, labor and equipment incidental to and PART 3 - SOIL PREPARATION AND FINISH GRADING P g P gr planting. P g p y p d, �' completing work,necessary for coin letin all k indicated the drawings, as reasonably5.06 Installation: maintenance, then continue establishment until all work meets with the proper and more adequate coverage, the Contractor shall make such adjustments ' as on g ' 3.01 Scope of Work: Plant ground cover and bedding plants in moist soil and space as indicated on Specifications and can be approved. • implied, or as delineated in the Specifications as follows. P P P P � P prior to planting. Adjustments may also include changes in nozzle sizes d A. Provide all materials n i d rm l p p g � y g a a d equipment, an perform all work necessary for and lans.Each plant shall be planted with its proportionate amount of soil so as B. At termination of establishment. 1.02 Standards: P P P P Po a period all tart material shall be live health degrees of arc as required. incidental to the soil preparation and finish grading of all planting and lawn areas as P P y, q �' t minimize rotdisturbance. it moi r hall P eP gi' $ P g o o So moisture s be such that soil does not crumble undamaged, and free of infestation Inferior plantings shall 3. Loweringraised sprinkler heads b the Contractor shall be accomplished within All work and materials shall comply with governing codes, safety orders, g , p g be replaced and p y P shown on plans, as reasonably implied, or as delineated in the specifications. when removing plants from container.Re de planter areas after planting, to brought to a satisfactory con g P i� , condition before minimum requirements P P g final acceptance of work will be made. standards and regulations, and meet the mi mum e u ements of the Standard g r5' P ten (10) days after notification by the City. q B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. restore smooth finish de and to insure proper surface drainage. A 4" layer of mulch All areas shall be neatly raked and free of weeds. 4. All sprinkler heads shall be set perpendicular to finished des unless otherwise Specifications For Public Works Construction (Green Book) latest edition. � P P g Y Y p p rp gm C. Cleaning and finish grading of planters areas and planting areas. material shall be spread over the entire planter area after de is established. designated on the Drawings. 1.03 Quality Assurance: P P � gn g 3.02 Topsoil: Watering hall n immediately after mulching. i P Wa s be ed aGrad n shall accommodate the mulch g in Y (Grading 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so A. All Contractors performing Site Development work,must be licensed in accordance ) Q P with the laws of the State of California. A. Existing on-site soils listed as 'acceptable' under'Site Grading' specification. 5.07 Protection: Vk%DSC,tp that each lateral operates at design pressure. B. Topsoil imported to site for use as fill backfill in planters and mounding, shall be o E P Po P g� Erect temporary fencing or barriers to protect planted areas from Poi B. Contractor shall provide the Landscape Architect and the City with a list of t• o c .� CITY B. Testing of Irrigation System: sandy textured. Silt plus clay content of this soil shall be no greater than 15% by damage prior to final acceptance. y�� '� 4 eye DESCRIPTION OF REVISION DATE APPROVED: h Cucamonga Subcontractors and Material Suppliers expected to be employed during the course v� � 2782 .► 1. The Contractor shall request the presence of the City of Rancho Cuc o g weight. The boron content of this soil shall be no greater than 1 part per million as writingleast 48 hours in advance of testing. of construction. PART 6 - WEED ABATEMENT at g measured on the saturation extract. The sodium absorption ratio (SAR) shall not CITY OF C. Contractor shall obtain and keep in force Public Liability and Property Damage RANCHO C U C A M 0 N G A 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, 6.01 Scope of Work: Insurance during entire course of the Construction Contract. The amount of Provide all material equipment, and labor necessary to perform 7. 3 •D I inch and prove watertight. samples of the imported soil shall be submitted to an agronomic soils testing � � P � rY P O.P. �Q insurance shall be determined by City. l� DATE all work as indicated on plans, as reasonably implied, and as Note: Testing of pressure main lines shall occur prior to installation of the laboratory, approved by the project Landscape Architect for analysis prior to use. _ P � Y P � 9� a,,,,,a�' � SPECIFICATIONS D. Prior to start of site development work, the Contractor shall notify the Landscape F O electric control valves. Result of testingto be delivered to Ci fora royal. Soil test to include analysis delineated in the specifications. Of' L\E Architect and Ci to give starting and completion dates. Contractor shall also �' Y CA City g g P STREET LANDSCAPE 6.02 Quality Assurance: E PLAN F O R 3. All piping under paved areas shall be tested under hydrostatic pressure of supply the Landscape Architect and City with the name and telephone number of and recommendations. Qu h' 150 pounds per square inch and proven watertight prior to paving. the person in charge of the work. 3.03 Soil Amendments: A. The Applicator of all weed control materials shall be licensed by the State of VINTAGE DRIVE 1.04 Responsibilities and Coordination: subcontractor licenses that are 4. Sustain pressure in lines for not less than six (6) hours. If leaks develop, All soil amendments shall be as specified in the Agronomic Suitability/Fertility California as a Pest Control Operator and a Pest Control Advisor in addition to any replace joints and repeat test until entire system is proven watertight. soils report furnished by the Contractor required. A. Permits: The Contractor shall obtain and pay for all permits and inspections B. All materials and methods must conform to Federal State and Local Regulations. TRACT 14120, 14120- 3 required by governing authorities for the work to be performed. 3.04 Soil Preparation: � All work on irrigation system shall be complete and inspected for recommended 6.03 Submittal: APPROVED BY : DATE: B. Existing Conditions: The Contractor shall verify all conditions and dimensions approval and, fine grading completed, prior to rototilling and prior to soil Prior to the installation of any weed control materials, the Landscape Contractor CITY ENGINEERQjIZA, � RCE 24953 shown on the plans at the site prior to commencement of any work under this amendment work. shall submit to the Landscape Architect/City a list of the weed control materials and DESIGN RE M LADED contract. The Contractor shall verify the location and depth of all underground quantities per acre intended for use in controlling the weed es prevalent and Underground Service Alert After rough grades have been established,prepare all lawn and planting areas by q P g types utilities prior to start of work. expected on the site as supplied b the Pest Control Advisor. Pest Control Advisor SS F a Y tilling or cross ripping to a depth of 12". All rock and debris more than 2 in diameter Pe � PP Y Call: TOLL FREE shall be removed from the site, except for areas that are to be sodded, in which all DRAWN S I T E C A P [ SHEET 1-800 rock and debris more than 1" in diameter shall be removed. CB +' A.a,l+.Ours dam r _1, L- 8 $ 422-4133 CHECKED ft w� 1 � t Pbnnln0 rft.-��#n� OF DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG ss J b 5 L 00-023 SHEET OF