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t DESCRIPTION OF REVISION DATE CITY
rPR0VE0
CITY OF RANCHO CUCAMONGA
AOL 0
SEL
2 2s w 2 • 3 ''2 ; t
__ � TRACT 1319 1 PARKWAYS
IRRIGATION PLAN
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APPROVED BY: DATE.
_ CITY ENGINEER RC.E
' %vusc�e.� . Inc.POINT OF CONNECTION-CONNECT TO I-!- " WATER METER ���`O�� �qR�q'�cy DESIGN Lar�) carfison, IRECOMMENDED
BY OTHERS FOR IRRIGATION.
EXISTING WATER PRESSURE: 66 P.S •I• ��� 'L ' I � NG Z
MINIMUM OPERATING PRESSURE: 60 P.S.I.
VISTA PARKWAY �. I,,o• 1 I SOUTARS DRAWN Lan cad r itecture SHEET
, A ACIA AVENUE
PEAK IRRIGATION DEMAND: 8 G.P.M.
* ��f,-"":t � IRRIGATION � ERT�OT ALI ORNIA 9 631 —L—or
CONSULTING CHECKED f 14 5-1137R.C.E.No DRAWING NO.
4781 w1NVALE•IRVIME,CA9271/•(714)"1."tO �.C . DATE
FILE NO
SOT ATE = `'� z� = 1
f
ORION
to! eLvew" SYMBOL ' MANUFACTURER 16DEL 1tUpIBER TYPE PERF PSI RADIUS DETAIL REF.
REAKWO PER NEC IV-*
"'°""� "�"t"1D'^"` ` • RAINBIRD MPR
18o4- -12F LAWN 2.60 30 12• F
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• RAINBIRD MPR 1804-SAM-12H LAWN 1.30 30 12' F .
RAINBIRD MPR 1804-SAM-127 LAWN •�7 30 129 F
--- --- k RAINBIRD ,MPR 1804-SAM-12Q LAWN .65- 30 12' F
O RAINBIRD MPR 1806-SAM-8F-FLT SHRUB 1.57 30 8' G
Ai RAINBIRD MPR_ 1806-SAM-8H-FLT SHRUB 79 30. 8• G
TtArT w ww.
TRAINBIRD MPR 18067SAM789-FLT SHRUB .39 30 8' G
wr 9 PSA «x� A RAINBIRD MPR 1806-SAM-12H SHRUB 1.30 30 12• G
_w i1 RAINBIRD MPR , 1806-SAM-12T SHRUB .87 30 12v G
IlnerrMfle elewmOtttft
ro O wRAINBIRD MPR 1806-SAM-12Q SHRUB .65 30
VAL�.eR 12• G
«reps amu! E M rt't�cv tie me cTM►�ots�t �r. � � �M Q �' n RAINBIRD MPR 1806-SAM-15H SHRUB 1.85 30 15• G
0 .� CORM'c WM�E-i�.'Mtc(M 'wr`s ''"T�0ft 0-44 VJP� owsLs a�eac A.osr�►rn[reR�r ® +�,siM � ® � RAINBIRD MPR 1806-SAM-15Q SHRUB .93 30 15• G
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® s�au�lc I�ov c.a.INeYlrigJ Ti bE I roE [/��lt' c m a � RAM I0-IM SERIES ELECTRIC CONTROL VALVE (SIZES NOTED)# E
ocNows ® r PK ams No .w Q RAINBIRD #33DLRC QUICK COUPLING VALVE D
A ATx- cONTROLLER so 8 DAOZFLOW" PREVENTER ABY as seas C GATE VALVE M sats ►r NIBCO T-113 LINE SIZE GATE VALVE - C
C7 RAINBIRD DCA-
DOUBLE CHECK VALVE BACKFLOW PREVENTER B
O RAINBIRD ISC SERIES -AUTOMATIC CONTROLLER (MODEL & MTG. NOTED)- A
~ice PRESSURE MAIN LINE PIPING-FOR 14" & SMALLER USE- PVC SCH. 40; FOR
2 USE PVC CLASS 315 (SIZES NOTED)
NON-PRESSURE LATERAL LINE PIPING-USE PVC MINIMUM CLASS 200 (SEE PIPE
SIZING CODE)
i!.LAS M!R fILN�I aie�oe
MAIN LINE PIPE ENCLOSED WITHIN A 21" PVC SCH. 40 PIPE SLEEVE
r'0 UNWO "A
T—
1" PVC SCH. 40 ELECTRICAL IRRIGATION CONTROL WIRE SLEEVE
wtm w Cum0"4m ROOM s w1 0 9"Lox" .RAe le A law i PIPE SIZING CODE (LATERALS ONLY)
LIMPM A*EA hLr94 ALLOT AT TIME
i� r OF INtlfALLAT10N. 1/2r, _
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, Ir
' 4
AA
«
3M" EA "LOT WIRE-� :• b a'�► omit ap caw. 3/
1« CONTROLLER STATION
1 1/4 VALVE SIZE
COW"
"' ---FLOW IN G.P.M.
17 1 1/2" �
' 152"
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o� ® . fie ►^ ,
MAINLINE � 1
. 4_CONTROL ,� 1 _ ,.A,lwAt.1.� ""�"
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Q TwAss wlr*LE ® Pvc MALE AOArTEA(D1 • O POP-to 1 aolr Nelle
4) T,wAas W ELL ® PM 6•6 i0r TLL (D Pvc x" ss LrRE all,
EL
W , p� NOTES:
PC SCM !D rPE W p 1MN !■ w fTEET
tLL .
® ~fto E rnTuw ® s•s AEo..000 ltocKt� m LATTAAL U«! hTTWi 1. TRIS SPRINKLER 'SYSTEM DESM IS BASED ON THE MINIMUM[ OPERATING'PRESSURE SHOWN
® M Arm I-& va v#1w, at RLV woucdci Iwr+el,e. 0 ,,,,T-oamI,,W&VC-ONL„s Romeo ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. TIE IRRIGATION CON-
TRACTOR SHALL VERIFY WATER PRESSURE ON THE SITE PRIOR TO CONSTRUCTION. REPORT
p C',J'CK COUPL"IG VALVE E ELECTRIC CONTROL VALVE "0 irAE F POP-UO LAWN HEAD ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE
ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S
AUTHORIZED REPRESENTATIVE 7 ,tltJb GI'( E ItJC �
2. DEVELOPER WILL PROVIDE REQUIRED LINE VOLTAGE TO CONTROLLER LOCATIONS. IRRI-
GATION CONTRACTOR SHALL MAKE FINAL HOOK-UP. INSTALL NO. 14 OF DIRECT BURIAL
IRRIGATION WIRE (BLACK PILOT, WHITE COMMON) . USE EPDXY CONNECTORS AND BURY
WIRE WITH MAIN LINE. BUNDLED AND TAPED TOGETHER* EVERY TEN FEET. FORM EXPAN-
SION COILS AT EACH REMOTE CONTROL VALVE AND CHANGE OF D;RECTION. INSTALL
SCHEDULE 40 PVC SLEEVES UNDER ALL PAVING. MVIDC rji.J. 2 xUjW& ENTwe&J
rlmwwi JO Fo
UNH* PIMA* " WWZ5 K W*"W4 i bRK .
rrr,I � . OWN 3. ALL PIPINGUM BET SHALL BE OF OF CONNECTION
INN CTIINSTALLATION
BACKPR
W EVENTER AND/OR
LLATFOLOI METHODS REQUIRED BY
�'• I THE LOCAL CODES.
Ir"■E 4. ALL PIPING UNDER PAVED AREAS SRALL BE INSTALLED PRIOR TO PAVING, BY Ta
ml-CATION CONTRACTOR. USE PVC SCHEDULE 40 PIPE FOR ALL NON-PRESSURE LATERAL LINE
""t'"``"'E "'"" PIPING INSTALLED UNDER PAVED AREAS. INSTALL ALL SLEEVING FOR PRESSURE LINES
AND CONTROL WIRING, PLUS ALL DON-PRESSURE LATERAL LINE PIPING UNDER PAVING
PRIOR TO PAVING PER IRRIGATION PLAN.
s
s.
FINAL LOCATION OF AUTOMATIC CONTROLLER(S) AND BACKFLOW PREVENTERS) SHALL BE
APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE'ANb GJTj "�4E-ejk,
6. THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS I3 FOR DESIGN
CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTED AREAS WHEREVER
0 e.wn. sa."nio. POSSIBLE.
O ""^-0"'p"W&%4 AS 4001401M Q. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL !HEADS FOR llArlMUM
® pw sol.ee MPKE to PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES, AND BUILDINGS AS MUCH
AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT
O we �� EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO
m """`�"s' `T`�� OBTAIN THE BEST OPERATING PRESSURE FOR EACH SYSTEM.
0 OW 104.00 MLrt.T-e L=dl
. p IMERAL uwT rlrT,M! -
8. DO NOT WII.I.FULLY INSTALL THE SYSTEM[ AS DESIGNED WHO IT IS OBVIOUS IN TRE
FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT
KNOWN DURING DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE OWNER'S AUTHORIZED REPRESENTATIVEJOTHERWISE THE IRRIGATION CONTRACTOR
G
6* POP-Up 9 RLS HEAD � r�.s MUST ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS)A,JD
TNi 44T( Et_ a JWK..
. 9. INSTALL COMPONENTS AS CALLED FOR IN SPECIFICATIONS AND DETAIL DRAWINGS. DESCRIPTION OF REVISION DATE CITY
A�ROVEO
1J. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR- TO FAMILIARIZE H2MISELF
WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS. RETAINING WALLS, ETC. • HE CITY OF RANCHO CUCAMONGA
SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS
FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS , UNDER
ROADWAYS, PAYING, STRUCTURES, ETC. .. TRACT NO 13191 PARKWAYS
11. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS THE IRRIGATION
CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES IRRIGATION
OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.
NOTES & DETAILS
_ APPROVED BY: DATE'
v`Rvcs`�Ap„ CITY ENGINEER RC.E N0. 22_�pat•7
RECOMMENDED
ENDED
ps. Larry arlson,-- Inc.
LIC •.o1425 SOUTARS DRAWN L ds pe Architecture SHEET
* * I IRRIGATION N R ACACIA AVENUE or
F LLE N,CALIFORNIA 92631
CONSULTI NG CHECKED DRAWING NO.o�CAut° 11.C.E.tlf0
4r81WINVALE•IRViNECA927140I714"sSi-WtO LC. DATE M YW7 fiLE NO. 08s"L._
I1311I0'4TiON SPECIFICATIONS 2.07 Quick Coupling Valves: 3.04 Layout: Layout sprinkler heads and make any minor adjustments required 3. 16 Guarantee:
due to differences between site and drawings. Any such deviations in
A. The body of the valve shall be. red brass with a wall thickness layout shall be within the intent of the original drawings, and without A. The entire irrigation and water system shall be guaranteed to
IRRIGATION INSTALLATION 9u g p pounds additional cost to the Owner. Layout shall be approved by the Owner's give satisfactory service for eriod of one year from the
guaranteed to withstand normal working pressure of 150 Y P
per square inch without leakage. Valve shall have a 3/4 inch representative before installation.0 date of acceptance by the Owner's representative.j#rShould any
female threaded opening at base. trouble develop within the time specified above due to inferior
1.00 GENERAL 3.05 Grades: Before starting work on the sprinkler system, carefully check or faulty materials or workman;hip, the trouble shall be
B. Hinge cover shall 'be red brass with a rubber-like Vinyl cover all grades to determine that work may safely proceed., keeping within corrected at no expense to the Owner.
1 .01 Refer to standard contract documents for non-technical contractual bonded to it in such a manner that it becomes a permanent-type the specified material depths.
requirements and conditions. cover; yellow i.n color. Hinge shall be locking type. 8. Any and all damages resulting from faulty materials or
3.06 Assemblies: workmanship shall be repaired by the c ntractor to the satis-
1 .02 Scope of the work: Furnish labor, materials, equipment, appliances 2.08 Automatic Control Valves,• Electrical : faction of the Owner's representativeat no cost.
and services necessary for the execution and completion of "LandscapeA. Install the backflow assembly at the height required by i
Irrigation" as indicated on the drawings and/or herein specified, A. Valve shall be spring-loaded, packless 'diaphragm activated local codes. C. Written guarantee shall be supplied at the completion of the
• valves of a normally closed type and equipped with a flow project; showing date of completion.
control . Valve shall be slow closing (10 seconds minimum) B. Routing of pressure supply lines as indicated on drawings
2.00 MATERIALS with no adjustments or settings required. is diagrammatic. Install lines (and various assemblies) 3.17 Record Drawings:
• to conform with details on plans.
2.01 Materials shall be of first quality and of domestic manufacture unless A. Record accurately on one set of black and white prints of I
B. Valve solenoid shall be torrosion-proof and constructed of
otherwise noted. C. Install no multiple assemblies on plastic lines. Provide the drawings, all changes in the work constituting departures
stainless steel molded in epoxy to form one integral unit, each assembly with its own outlet. When called for, the from the ori inal contract drawings, including changes in both
2.02 Submission for Approval: Furnish the articles i and shall be 24 volt A.C. , 2.0 watt maximum. Valve shall g g � g g
pp , equipment. materials, close against flaw without chatter and with minimum closing pressure relief valve shall be the last assembly. pressure and non-pressure lines. i
or processes specified by name on the drawings and in specifications. surge pressure.
No substitutions will be allowed without prior written approval of _ 0. Brass pipe and fittings shall be assembled using Teflon dope, . 8. Upon completion of each increment of work, transfer all such
the Owner's representative. C. Valve shall be tapable of being operated in the field without - or equivalent, applied to the male threads only. This is also information and dimensions to the prints. The changes and
electricity at the controller, by a bleeding valve. true of plastic pipe and threaded fittings. dimensions shall be recorded in a legible and workmanlike
A. A complete material list shall be submitted to the Owner's r manner to the satisfaction of the Owner's representative.#
3.07 line Clearance: All lines shall have a minimum clearance of 4 inches
representativ^rior to performing any work. Catalog data When the drawings are approved, transfer all information to
D. Valve shall be completely serviceable in the field without from each other, and 6 inches from lines of other trades. Parallel
and full descriptive literature must be submitted whenever a set of reproducible drawings supplied at cost by the Owner's
the use of items different than those specified is requested. removing valve body from the line. lines shall not be installed directly over one another. representative.
Notarized certificates must be submitted by plastic pipe and E. Valve shall be installed in shrub area whenever possible and
fitting manufacturer indicating that material complies with installed accordin3.08 Trenching: - C. Dimenilons from two permanent points of reference (buildings,
specifications, unless material has been previously approved. A. Dig trenches and support pipe continuously on bottom of ditch. monuments, sidewalks, curbs, pavement, etc.) . Locations
2.04 Automatic Controller: Lay pipe. to an even grade. Trenching excavation shall follow shown on as-built drawings shall be kept day today as the
B. The material list shall be submitted using the following layout project is being- installed. All dimensions noted on drawings
(double space between each Item) : layout indicated on drawings and as noted. Where lines occur shall be 3/8 inch in size.
A. The Automatic Sprinkler Controller shall be as noted in the under paved area, these dimensions shall be considered below
legend. subgrade. D. Shaw locations and depths of the following Items:
Item No. Description Manufacturer lbdel / B. All wiring to and from the controller shall be through color-coded B. Provide minimum cover of 18 inches on a' 1 pressure supply lines.
plugs and sockets. The controller shall be locking, weather-proof Point of connection.
1. Pressure supply lines Lasco Schedule 40 Routing of sprinkler pressure lines
type, constructed of heavy gauge steel with corrosion resistant C. Provide minimum cover of 18 inches for all control wires. ;
enamel finish inside and out. (dimension maximum 100 feet along routing).
2. Lawn head Buckner ►404 Provide minimum cover of 12 inches for non-pressure lines. !
Sprinkler control valves (buried only).
3. Etc. Etc. Etc. 2.10 Electrical , High Voltage: p. Provide minimum cover of 24 inches for all lines under paving. P y
Routing of control valves.
A. Power to and connection to the automatic controller shall be 3,04 Backfilling: Other related equipment (as may be directed
provided under the electrical portion of the general contract. by the Owner's representative)#
C. Equipment or materials installed or furnished without the prior
approval of the Owner's representative may be rejected and such A. Initial backfill on all lines shalt be of a fine granular E. Quick coupling valves.
materials removed from the site at no expense to the Owner.
B. All electrical equipment outside of buildings shall be Rema 3 material with no foreign matter larger than f inch in sizer
type, waterproof for such installations.
Backlit) material shall be t F. ' Maintain as-built drawings on site at all times.
B
- 0. Approval of any items, alternates or substitutes indicates amped in 4 Inch layers, under the
only that the product(s) apparent) meet the requirements
C. All high voltage work shall be installed under this section. pipe and uniformly on both sides for the full width of the
Y P y Refer to Wirirtg, Low Voltage for additional information, trench and the full length of the pipe. Materials shall be G. Make all changes to reproducible drawings in ink. If
of the drawings and specifications on the basis of the sufficiently damp to permit thorough compaction under and necessary, use eradicating fluid when redoing drawings.
information or samples submitted. 2.11 Wiring, Law Voltage:' 9. a9 on each side of pipe, to provide support fret of voids. i
Backfill for trenching shall be compacted to dry density 3.18 Controller Charts:
E. Manufacturer's warranties shall shallnot 'rlily liability under A. Connections between the controller and remote control valves equal to the adjacent undisturbed soil and shall conform to
the guarantee. Such warranties shall only supplement the shall be made with direct burial AWG-UF type wire installed ' A. As-built drawings must be approved by the Owner's representative '
guarantee. The Owner's representative may, at his option, YP � adjacent grades without dips, sunken areas, humps, or other
g , P y' P in accordance with valve manufacturer's specifications. Wire irregularities. Under no circumstances shall truck wheels before charts are prepared.
• require a manufacturer's warranty on any product offered for use. color: black for control , white forround.
9 be used for compacting soil .
B. Wiring shall occupy the• same trench and shall be installed B. Provide one controller chart for each controller supplied',
2.03 General Piping: along the same route as the pressure supply lines, whenever C. Provide sand backfill a minimum of 6 Inches over and under of the maximum size the controller door will allow, showing
P g' the area covered by the automatic controller. The chart
possible, and shall be installed before main line whenever all piping under paved areas.
A. Pressure supply line from point of connection through backflow possible. Where more than one wire is placed in a trench, is to be a reduced drawing of the actual as-built system. _
prevention unit shall be Schedule 40 PVC. Pressure supply the wiring shall be taped together at intervals of 20 feet. 3.10 Flushing the System: ' After all new sprinkler pipe lines and However, in the event the controller sequence is not legible i
lines downstream of backflow prevention unit shall be Schedule M-L-01i rTt'j, Zy "A ?.r=- da..o ^' risers are in place and connected, all necessary diversion work when the drawing is reduced, it shall be enlarged to a size
C. All splices shall be made rain Scotch Lok l)ni ak waterproof has been completed, and prior to installation of sprinkler heads that will be readable when reduced. The chart shall be
40 PVC as shown on the plans. P g P P omp P P a blackline print and a different color shall be used to show
sealing packets, Pen-Tice Connectors, or equal . Six expansion the control valves shall be opened and a full head of water used l
the area of coverage for each station.
B. Non-pressure lines shall be Schedule 40 PVC. loops of 6 inches shall be provided each 100 feet, and/or to flush out the system. Sprinkler heads shall be installed only
directional turn. Use continuous wire to valves.,�AT%r after flushing of the system has been accomplished to the complete
2.04 Plastic Pipe and Fittings: satisfaction of the Owner's representative. C. When completed and approved, the chart shall be hermetically
• D. Sizing of wire shall be according to manufacturer recomrnenda- sealed between two pieces of plastic, each piece being a
A. All pipe shall be extruded of an improved PVC virgin pipe tions, in no case less than #14 in size. 3.11 Sprinkler Heads: Spacing of heads shall not exceed the maximum minimum 20 mils. thick. The chart shall be mounted using
compound fgaturing high tensile strength high chemical indicated on the drawings. In no case shall the spacing exceed the Velcro or approved equal type of tape.
resistance and high impact strength. In terms of the current 2.12 Small Shrubbery Sprinkler Heads (see legend). maximum recommended by the manufacturer.
D. These charts must be completed and approved prior to final
ASTM Standard D-1769 or D-2241 , this compound shall meet
the requirements of cell classification 124548 for pipe 3.00 INSTALLATION PROCEDURES 3.12 Adjusting the System: inspection of the irrigation system.
and 134548 for fittings. This compound must have a 2,000 p.s.i.
hydrostatic design stress rating. 3.01 General : A. Adjust the valves and alignment antl coverage of ail sprinkler 3.19 Operation and Maintenance Manuals:
• heads. If it is determined that adjustments in the irrigation �
B. All pipe must bear the following markings: Manufacturer's A. Materials shall be of firsf 'qual.ity and of domestic manufacturer equipment or nozzle changes will provide proper and more adequate A. Prepare and deliver to the Owner's representative within ten
name, nominal pipe side, schedule or class, pressure rating unless otherwise noted. coverage, make all necessary changes or make arrangements with days by calendar prior to completion of construction, all
In p.s. i . , and NSF (National Sanitation Foundation). The the manufacturer to have adjustments made, prior to any planting, required and necessary descriptive material in complete
manufacturer shall also mark the date of extrusion on the pipe. S. Coordinate the installation of all sprinkler materials, including These changes or adjustments shall be made without additional detail and sufficient quantity, properly prepared in individual
pipe, with the landscape drawings, to avoid interferring with the cost to the Owner. bound copies of the operation and maintenance manual . The
manual shall describe the material installed and shall be
C. . Solvent cement Joints for plastic pipe and fittings shall be trees, shrubs, or dther planting.
made as prescribed b the manufacturer. The high chemical B. The entire system shall be operating properly before any in sufficient detail to permit the operating personnel to
P y g C. For purposes of legibility, sprinkler lines are essential) planting operations commence. understand, operate, and maintain all equipment. Spare
resistance of the pipe and fitting compounds specified in the Pu Po e9 Y. P y
foregoing sections makes it mandatory that an aggressive diagrammatic. Although size and location of sprinkler equip- parts lists and related manufacturer information shall be
primer, which is a true solvent for PVC, be used in conjunction Arent are drawn to scale whenever possible, make use of all data 3.13 Overage Test: When the sprinkler system Is completed, perform a included for each equipment item installed. Each complete,
with a solvent cement designed for the fit of the pipe and y
In all of the contract documents and verify this information coverage test in the presence of the Owner's representative to bound manual shall include the following information:
the fittings of each size range specified. at construction site. determine if the water coverage for planting areas is complete and
• " adequate. Furnish all materials and perform all work required to 1. Index sheet stating contractor's address and
E 0. Al work- called for on the drawings b nates shall be furnished correct any inadequacies of coverage due to deviations from telt hone number duration of guarantee D. Each pipe installer expected to make solvent Joints shall g Y p g period,
• receive instructions in the proper assembly of such joints and installed whether or not specifically mentioned in the plans, or where the system has been willfully Installed as indicated list of equipment with names and addresses of
from the representative of either the pipe, cement, or fitting specifications. on the drawings when .it is obviously inadequate,'without bringing this local manufacturer representatives.
to the attention of the Owners representative.#This test shall be ,
manufacturer before starting the Job, unless he has been E. Do not willfully Install• the sprinkler system as indicated on accomplished before planting begins. 2. Complete operating and maintenance instructions
previously instructed on recommended solvent cementing the drawings`when It is' obvious in the field that unknown on all major equipment.
procedures by a competent representative of the manufacturer. obstructions or grade differences exist, that might not have 3.14 Hydrostatic Test: All hydrostatic tests shalt be made o,Ilj in the
been considered in the engineering or If discrepancies in presence of the Owner's representative, or other duly authorized B. In addition to the above maintenance manuals, provide the
E. All fittings shall be standard weight Schedule 40. At construction details, legend or specific notes are discovered. representative of the Owner.#No pipe shall be backfilled until maintenance personnel with instructions for major equippme�nt
the purchaser's discretion, contract preference may be .given All such obstructions or discrepancies should be brought to it has been inspected, tested, and approved in writing. Pressure and show written evidence to the Owner's representativ:xt
those suppliers able to furnish all types of fittings required the attention of the Owner's re presentative. tn the event supply lines shall be tested under a hydrostatic pressure of 150 the conclusion of the project that this service has been
under this contract from a single manufacturer, in order this is not done, the contractor must assume full responsibility pounds per square inch for a period of two hours. rendered.
that responsibility will not be divided in warranty claim situations. for revisions necessary. Before any work commences, confer with CITY
F. All fittings shall be Injection molded of an i the Owner's representative regarding general details of work of 3.15 Completion:
DESCRIPTION OF REVISION GATE APPROVED
9 J Improved PVC this contract.
A e lesion of the work make earns surface level CITY OF RANCHO CUCAMONGA
fittings compound featuring high tensile strength, high Upon omp 9
• chemical resistance, and high impact strength. In terms remove excess materials, rubbish, debris, etc. , and remove
of the current ASTM Standard D-1784-69, the compound must 3.02 Inspection Schedule:
construction and installation equipment from the premises.
meet the requirements described in cell classification 134548. A. Contractor will be responsible for notifying the Owner's nt
f this l
Suppy as part os coract the following tools: n
Where threads are required in plastic fittings, these shall be representative in advance for the following inspections, B, AND TH CiTY ENGII�IG GR TRACT NO 13191
Injection molded also. All tees and ells shall be side gated, according to the time indicated: Two wrenches" for disassembling and adjusting
'
G. Apply primer and solvent on all pipe sizes and fittings. Pre-job conference - 7 days each type of sprinkler head supplied.Two keys for each automatic controller.
Primer solvent on both female and male ends. Pressure supply line Installation and testing - 36 hours
System layout 36 hours Two quick couplers with attached hose swivels. IRRIGATION SPECIFICATIONSAll fittings shall bear the company's name or trademark, -
Coverage tests - 36 hours Two (2) of each of all types of sprinkler heads.
material designation, size, applicable I .P.S. schedule, and Final inspection - 48 hours APPROVED 8Y: DATE'
NSF seal of approval .
C. The above equipment shall be turned over to the Owner at -
B. When inspections have been conducted by other than the regular the conclusion of the project. Before final acceptance can, t
-�'�"""""""•'�
I . All threaded nipples shall be standard weight Schedule 80, Owner's representative, show evidence of when and by whom these occur, CITY ENGINEER R.C.E. Nd
evidence that the Owner has received materials must s;t � y.- .;. - �
with molded threads. inspections were made. be shown to the Owner's representative.
DESIGN Lorry Carlson, Inc. RECOMMENDED
J r�. ;y i. _:..
2.05 Brass Pipe and Fittings (if required): l�
C. No inspection will commence without as-built drawings. _'
DRAWN L nds pe Architecture SHEET
A. Brass pipe shall be 80% red brass American National Standard
p P � 3.03 Water Supply: Connections to the existing points of connection shall be ' •� � ;'.,, ;
Institute (ANSI) , Schedule 40 screwed pipe. Fittings shall be at thea approximate locations shown on the drawin s. Minor than es
'� s I 3u )PI I I \C A( IA VENIIf �Of
medium brass, screwed 125 pound class. PP g a CHECKED T11 :(r c�N251131ALIfc)IiN1A92G31 DRAWING N0
caused by actual site conditions shall be made without additional cost CHECKED: n t :�nn) 525 nal R.C.E.ND
to the Owner.
r DATE FILE NO
2.06 Backflow Prevention Unit: See plan for tvae. manufacturer. and sire.
,PROJECT_:LIMIT _
city of ra'nch�o cucamonga STANDARD r� STRIP-
DRAWING •
4 �
city of rancho cucamonga STANDARD
DRAWING 5TEE1- TRcw F:90MH COWC.
PRovI�E
$AN lot icy-riLi. M� ® Ion of �G. T`fP
• rA TS t:I01L >��• All
• � I�Ai�i'y I'�D'WGt�D� W � II
'SI•t
• • i��-TiFIw W/ 0.7 �t3 I p1LLS TYPICAL
. • • K�� w D— N �IC-L.�51ZG ,� e� ••��-•
. L�. 15t-o�t7 t�oi�i� MFAi.. o
EY CT `r'''''r'' ,
G•a G,piN GDMPAC.TED _4;t ADC
• DOUBLE STAKING F)N l s H ClizADE
•'• 'AarJ ku I ii" V.I.T. Awtst brace, flanges nailed to
•• • '• tvdgepote pine stakes with gaiv. rooting nails
D MOWSTRIP DETAIL NTS
Ni 114 '1 2" dla. Iod "to pine stakes 10' 110M (2)
rD�GF �s�i' "'� with wood preservative stain., stake a IRinfi lR
of 12" into undisturbed soil and align stakes
• parallel to center line of street. (use 12'
• �=iN ISH Gtr t7� - Pm" �L -t-Y i stakes /or Eucalyptus) LODSEiOLE TO eE TREATCO. lWTE6x1FjkL COLORD WALK ,
rAj r-TK0 MFOZ Tb CIVIL_ eW-rl Z� PLANS
' WALL OR FENCE
. , , gravel bscknil
SID WALK LAYOUT IS A�
• r nnished yrsde C�OIJCEP'TL1 L CN.1 LY APPS L _00
. • . ' ` i ' pF TI•{E Rt4, tL SI DEIN L iC LAY UT- • •• . • • .
•' "I root +"' equal e°'^troi ptanter • • .
• 21-21-18-P where required or approved SHALL BE MADE W -THE' F1�1� A�!D
• • • - equal A1::Q 5TEb AS NGE,%S^ ZY TO
02. R -r{pJ + leackfiil fi•ee of rocks r M d1a. W MEET FiEL.D C�JDITIONS AS
greater AFTR0VED gY THE FtAE!:,LIC. V/lS ,
. . . • IWSPEC70Q AWp PRb356CT PLAID tJE
• PRIOR 77, r IN�L- CO��1�L�TION' REMOVE VINE FROM STAKE OR TRELLIS AND AT
CN ER
EVY
•t MAJOR STEM USING LEAD • EPDXY TABS OR RIV T8 WITH
•• I TOLE ROOT BOLL DIAMETER ( FEAMIZAT10 WIRE LOOPS (MAILS MAY BE USED ON WOOD FENCES)
NOT USE PLASTIC TA13 -
,• RANGE STEMS IN A RADIAL PATTERAlm- N
r o -Gi0•-F 0vl F TI U m -
' �, PEIZ i'tiR1F/AC. IZEI�S VINE ATTACHMENT DETAIL
R�'�OMENGI►�TI ONS. NTS
TREE STAKING DETAIL
• - - 605a
• ... .�.�.,�. EXTERIOR
STREETS
SHRUB PLANTING DETAIL H104
• sfty"O" ll r.e.•. 23009 A.t• NOT TO SCALE 1511ZF-ET 'T�1't�E MAtN'TtN�►NC.E A1LE�►
a.,
GHLWGH .21,477 SF
�.: a . wtauNt3 CMPr- G, goo Sr 00
a 353 All ®
"',�� VtgTA• PK1�lY. 'T1.�1� �� � .
0 . t � '•
. wcr-F7:
I) ANY TR' F� \4rrHm 3 mrT or WALLS, WALxs, wRBS o;z 074M �!
MTEuTI A LI-Y RCX»-[>All GrEb 'HAKDSICA PE S+�iAL L g E 1 NSTA LLEb JI .
• tRa�i Js al.tc z• ' WITH FX)M COWTPUL CII Al u M1�S. P Q01Z TO RACKFi 1.1.1 W CT TME
PITS Cp+JTI Tpiz SHALL 1�hvE G I7Y I I.tSPES•T DEEP T" C 0tJ TA;10 EP
> grr,Av g04MC( ~'gip µJ STALLAT loU,
ALL"RzEES ARE To 55 Lf.XJ4TED' T EW I`E� F�Ni AFJY L I CtH1' STAN A+%R D,
FEW E�. F�LF, ol` RSI uIARC-EP C0Ir_RETE EDX; FIVE FEST r9ZX 1 AW Y
• `�\ _ — I + `oo -GF'• PRIi 57 APPFDM#+, I=IZE HYD"uT olt Wc>e?_c-cRWNr_> sT K-ucTLI(E.Gr.,CA-r_+4 KEY MAP
�'`v F� Ey45 I U S, VAU L"fS), Apb TNR E E FEEL" Fgvt'1 AIJ Y T1 r_TE�. rLrur ON MIX isoo
1.4i9 - �LLIG P. V •
` _ �h•�•1°EW MI'ft F61 Sc. c..KFt�'W P ou �1 c,E WIT}-+ sl-itZu5s. '.
• � � tOLOUT� cisDOIL.10 e 3200. 4) 6 A1J c Am CITY PvTAI LS Il.! E FFEC t' AST TZ S'('ART OF I I.ISTAi.1.�lTlO�.I S HAi..I
:�p► �� . pMV^IL-• V51ZIPY PD_eSIBLE C14A1- tr- S MIDIZ. TD CONCrP-IJCTION .
V ft, 6TH
77
7.
.•• .. . • � ARCH `�
SEE PLANTING LEGEND SHEET L= 5
SCALE: r : 20'
S . tCaH WALLEAfi
-
•� ' . �i/ DESCRIPTION OF REVISION DATE CITY
• ' . � PPRovED
• , s �.MLI _ CITY OF RANCHO CUCAMONGA
0 r'idWSTRi Ps sFY\l-i- M .• •• . . . . . • TRACT 131PARKWAYS
SHRUNCTRDUI.IDCAVER AREAS .. . all
PLAN
AND TURF AREAS. 0 MOWSTRiP5 S *,LL • � ;: �
ALSO IM SWI ED WHFXE CnY rjA%I uTAjWF_ DETAILS
iJT VSAT
AMA -F P I L .
AREAS ARE R E Y APPROVED BY: DATE:
MAI�JTA14JED AiMAS, �'G�t C�`JI1� .
CITY ENGINEER RC-E N0. 22tq"7
;iSC,tpf,4 DESIGN t arty son, Inc,, RECOMMENDED
TERRA "CN- L1�T s��r4D W �"� DRAWN d e rchitecture SHEET
VISTA
PARKWAY
b�
A AVENUE a---or
* PROJECT LMT CHECKED FULLER CALIFORNIA 92631 DRAWING NO.
*. R.C.E'NO
D+ATE FILE NO
- - - - Te s 91 2 2 1 &7
3.03 Storage: Store plants and materials on the project site, and Insure B. Water settle conditioned seed bed for turf to a depth of six I . The contractor shall make a periodic inspection of plant materials
PLANTING SPECIFICATIONS
that they are protected from Damage by sun, rain, wind, theft, to' ei.ght inches. until the end of the gurantee plant period. If unfavorable AND THE CITY FN GINEER
conditions exist -which might be harmf to the guaranteed plant,
vandalism, and construction work. Water plants regularly: the contractor shall notify the Owne�n writing of the condition
LANDSCAPE INSTALLATION C. Roll seed bid when soil is reasonably dry using a standard aster Y g
30� Fins Grading:. Ballast roller with approximately 125 lbs. of water. If rolling or he may be held responsible under the guarantee.
.
GENERAL - will not firm the seedbed, it should be permitted to settle until
"Owner's Representative determines a satisfactory J. Pre-maintenance ins
A. The contractor shall import as required. The contractor's bid shall P y condition has dM 4ion and final inspections are to be held with
1 .01 ' All general and special conditions of the contract apply to indicate the tottll in-place cost of required import. No additional developed. Re-rake or scarify all irregularities and cut or fill the understanding that the project has been reviewed by the
this section. charges will be allowed. as required to establish uniform grade.' Avoid soil compaction principals of the responsible contractor in advance of the review by
due to excess rolling. Areas to be planted to fawn shall be the Owner's Representative and/or Owner! Discrepancies noted
1.02 Scope:
•. The soil shall •not be worked when molstare .edntent Is so' great that finished smooth, satisfactory t6 the Owner's Representative# during this advance review are to be corrected before the project
• excessive compaction will occur, nor when it is so dry that dust before any seed is distributed. receives these official inspections.
A. Work included: All tabor and materials, appliances, tools, will form, or clods not readily break up. D. Crass acid shall be as noted on the drawings and evenly sown
equipment, facilities, transportation, and services necessary
for and Incidental to performing all operations in connection ,. at the rate thereon specified. Care is to be excerclsed that GUARANTEES
C. The contractor shall be responsible for dust control In areas within P
with furnishing, delivery, and installation of "Landscaping," the scope of this contract. no seed is distributed other than where is it specified, and
complete, as shown on the drawings and/or specified herein. that which is, and germinates,- shall be removed under this A. All trees, shrubs, and plant material (other than flatted material)
Mork includes, but is not limited to the following• contract. Mulch after seeding with 1 Cu. Yd. organic amendment less that 15-gallon size shall be guaranteed for a period of four
0. Rip in two directions to the depth of 12" on all areas upon which per 1 ,500 Sq. Ft. months. All materials larger than 15-gallon size shall be
fill will be placed. guaranteed for a period of one year. All guar tee periods commence
1. Provide the fine grading in all arras to be planted. �• -- - •
E. Rough grade requirements shall allow for soil amendments. Coordinate E. Mater shall be applied by means of the sprinkling system and from the time of final acceptance by the Ownet the successful
2. Furnish and apply weed control to all planting areas. the areas shall be kept moist, but not glistening wet, until completion of the maintenance period.
with general contractor. time for the first cutting of grass. Any areas where the seeds
3. Preparation of soil in all planting areas. F. firing to the attention of the Owner's authorlied Representative all fail to germinate and grow satisfactorily shall be immediately B• Replace, as soon as weather permits, all dead plants and all plants
soil in planting areas that contain any deleterious substances such re-seeded. Areas of settlement or erosion are to be dressed with not in vigorous condition as noted during the maintenance period.
;. Furnish and Install a1l . plant materials. as oil , plaster concrete, gasoline, paints,Owner's authorized solvents, tc. Upon a mixture of 50% fine sand and 50% wood sawdust (nitrolized-
S• Stake trees.
the approval of the O ' thid Representative'�remove and mineralized) and re-seeded. This process is to be repeated until 4.0-1 Inspection of lawn area is acceptable Mork in Progress:
p
dispdse of all above mentioned soil to the level_ of dryness in the ptable to the Owner's Re resentative. •
affected areas. A. Installations and operations in progress must be approved
6. furnish and Install seeded lawn. - F. Tito grass sfiall be mowed with a sharp . . .. . •� mower equipped g y ' Representative
„ at various stages b the Owner's authorized R
�. Pruni The effected soil shall be replaced with native soil. if the contractor with rollers, when it reaches .2-# in height. The grass will be '
Pruning of nursery stock. falls to notify the Owner's.authorized Representativ cut to not less than•-�TP40 IPI 6 _a, and during the period
the above B. In no event shall the contractor proceed from one state to
of maintenance the gl'ass will not be allowed to exceed TH R>sE" '
mentioned soil , the contractor shall be responsible for any damage to � •r r• ; •..,•, another of the work, witho t prior approval of the Owner's
!. . Maintenance of all plantings until end of inches in height. All grass clippings are to be
maintenance period and acceptance. Installed plants caused by such substances. collected during mowing operations and shall be removed from the authorized Representativ:
acceptable site by the contractor. C. The contractor must notify the Owner's authorized Representative
G. If an area to be landscapedis not act table to Me contractor �
9. Guarantee of materials and workmanship. .. .; '�
he shall notify the Owner s Representative .
G. The lawn edges shall be maintained in a. neat condition until for inspections of the following stages of work:
i. Related work specified under other contracts (copies eva11ablerads within acceptance of the work. grading lanti
from the Owner). M. finish grade all planting areas to a smooth and even condition, 1. Mires all p rtg areas has been
making certain that no water pockets or irregularities remain. 14. Merkmen shall not be allowed to walk on lawn areas unnecessarilycompleted. ,
Remove and dispose of all foreign materials, clods and rocks over
1. Concrete sidwalks and cur(,s. have been before, during, or after seeding operations. lawn areas that '
one Inch' in diameter within six inches of the surface so that, hbdamaged or compacted shall be re-cultivated and re-seeded 2. when all plants are ready tobe deliverti! at the
2. Asphalt paving. after conditioning and planting, the finish grade In shrub and in ' nursery or when plants have been delivered to the
9roundcover areas is 3" below the top of all curbs and i.' below the at the contractor' s expense.
• site and prior to any planting.
3. Rough grading. top of all walks. 1. Sufficient measures shall k taken by Me contractor to insure the
b. Electrical. ' lawns against damage resulting from 3• When all trees and shrubs have been spotted on the
1. Amit rototilling on .slopes. Instead, lightly hand scarify the 9 9 g pedestrian traffic. If any
9h Y Y site where shown on the drawings.
C. Verification of Plant Quantities: soil. type of barrier is used, it must meet with the approval of the
• Owner's Representative. Any damage to the lawns must be repaired +. When all tree -and shrub pits have been excavated
by the contractor before acceptance will_ be made. after water has leached out of the its.
Quantities given for plant materials are shown for J. Pate-6 all areas having damage from erosion seed der related --; P
convenience only. The Contractor shall provide all earth moving to create a smooth and regular surface for J. Acceptance of lawn areas will not be Walde until lawns have S. � �
plants shown on the plans. planting. Final grade to be approved by Owner's Representative. received their second mowing and all •bare spots have,been germination and removal is complete, antt
re seeded and germination has taken place on all re-seeded seedbed is prepared but prior to installation of
seed.
MATERIALS 3.05 + Vee d Control: argas. The contractor is responsible for maintenance being
part of the installation contract and bearing no relation to
2.01 Materials: If requested, samples of soil additives and plants shall A. Apply the following weed control work`.to all lawn areas: a "maintenance period." EGE N D
b,eof submittedmaterials for inspection and stored on the site until furnishing 1. Rip In two directions all areas', except slopes, to be 3.09 Staking (see staking details): -
sa materials e r i a l s i s completed• hDelivery may begin upon approval of SIZE QTY BOTANICAL NAME COMMON NAME REMARKS DETAIL REF.
samples, or as directed by the Owner-'s Representative. A copy of landscaped. The purpose of this operation is to relieve .
delivery slips on all materials used on project shall be forwarded compaction and to expose ungerminated existing weed seed. A. Stakes shall be driven into the ground in such a way as to ES:
to the Owner's Representative. Substitutions in any matefial will to conditions which will cause its germination. To minimize damage +
TRE
to the ball of the tree, and shall be placed i I
not be -permitted unless specifically approved in writing by the minimize erosion, slope areas shall be lightly scarified so that the tree will blow away from the stakes, except where a 1S GAT, rZQS ZELKOVA SERRATA' CHINESE ZELKOVA -�, }(
Owner's Representative. by and for the same reasons. Install the irrigation system such placement will cause damage by parked cars. 15 CarAL I IYTCNus BOAZiA 1"1AYrElJ TtzEE �'- g' X Zi- 31 II
A. Soil and Soil Amendments: 2. Apply five pounds of ammotrium sulfate per thousand square i. '• ,L ;W,;"'TRJK ir�-,�.Vas* tOP9M At►A7 '�' ` SHRUBS: _
feet of landscape area, and soil amendments per section 2.01
1. Fertilizer for soil conditioning shall bear the 0 a�Jfz Oc � � � 1 •r ��
pCTAS._,• fb�ts"'
manufacturer's guaranteed analysis, and shall have 3• Irrigate all landscape Ureas fdr- a period of four weeks to 3.10 Pruning: Pruning of nursery stock shall not be done prior to delivery-
12-12-12 GAL D MAHONIA AQUIFOLIUM IUM 'COMPAC '_ ••
a 12-12-12 analysis. Maintenance fertilizer shall germinate existing weed seed. If, after four weeks the All plants shall be pruned according to standard horticultural 'AO � Q TA COMPACT OREGON GRAPE 0 MIN 2 ROWS
Owner's Representative determines that additional irri alio ractice I '6 !, "),W �
be Best Fertilizer 16-6-8 or equal. - P g p by a qualified arborist approved by the Owner s Representati e � S GAL 1'�Ci MAHONIA AQUIFOLIUM OREGON GRAPE @ 37-"61 O.C.
time is needed, continue i'sIgation. ntail authorization to • S GAL c7C,� OSMANTHUS HETEROPEnLtTS 'VARIEGATA' VARIEGATED OSMANTHUS ' - "
2. Organic amendment shall be nitrolized redwood sawdust
stop is given by. the Owner's Representative. � • •- e 3 6 O.C.
(.5% actual nitrogen) , or Cedar sawdust (.5% actual
nitrogen) , or Fir Bark (1Z nitrogen) . It shall be 6• Spray germinated weeds with a systematic action chemical _
fine textured, havingminimum 80$ herbicide according to manufacturer's directions. The 3.12 Clean-up: VINES:
passing N8 screen 9
and minimum 95$ passing 04 mesh screen. Salinity preferred herbicide for this use is Round-up. The use A. - During the course of the work and at Its conclusion, remove .._ S GAL 7 MACFADYENA UNGUIS-CATI CAT'S CLAW $' -Q•'
shall be no higher than 3.5 millimhos per centimeter of other chemicals must be approved by the Owner's Rep-
pp y surface material from the site Mnd leave the premises in a neat
at 25' Centigrade as measured by saturation extract
resentative. Herbicide chemicals shall be applied a
b
conductivity. Organic amendment shall be mineralized weed control expert licensed by the State of California. and clean condition. GROUNDCGVERS:
with iron sulfate. Pine shall not be used as an Allow two to three weeks prior to installing the lawn g� Remove all tags, labels, nursery stakes and tits from AS ,,
organic amendment. _ after use of the herbicide. FLATS RLO'D '
-all plants. _.�. 6
3. import soil , if required, shall be free from debris; For. All Other Areas:
: LAWN FROM SEED Es -t"JWV,^-3 �.$ Lft. ft� I�
roots, and large rock and shall be of the same structure 3.13 Maintenance: - .. �,.•.... : � •
and USDA classification as the site soil and shall be S. Apply pre-emergent weed-control chemicals to gtcrwrdcover A. Maintenance operations shatl"begin immediately after 'each _
free of all deleterious materials harmful to plant areas. Do not apply to areas to be la seeded./ F",-_1.'J
plant is planted and shall be continued satisfactorily for �� F
p P /�"(EK '51••ifkft # 4rtctJr.�0 � lo**' F,,,R�! IQ cSiR�b � 2*6� . - - _ _. . �_ --
life. Expansive soil is not acceptable.
a; s'PE-g- mkf;,�rfz � ",_g , 4-bsec 6. Proceed with installation of shrubs and groundcover after a_period of a0 days after the time all items of
' �v removal of any weeds by cultivation. work have been completed as specified herein •and to the r
B. Plant Materials: satisfaction of the Owner's Representative.#
io
O. The contractor shall be responsible for control of weeds in alt (,� ,�., I A�.k,� 5 c � �I�
1. Quality and sin of a1T�plants•'shafl conform to the • B. During the maintenance period specified in paragraph one (1) . '
landscape areas through the final acceptance Qf the work. Any
California Standard Grading Code of nursery stock and P y P y above- all plants and planted areas shall be kept watered at /� tj
shall be No. 1 grade. Plants shall be vigorous, of selective we control s ra or h sical weed removal shall be all times; weeds shall be removed and disposed of; basins and v
.the contractors responsibility and the contractor shall repair
normal growth, free from disease, insects, insect eggs depressions shall be maintained and. cultivated and kept well
4R
any damage resulting from weed control activity. �-, 1 L41,*
W JS
and larvae. All plants shall equal or exceed any formed around trees and shrubs; paper and debris shall be
measurements specified and shall be supplied from the regularly removed from planter;; and water system shall be
source indicated when a source is specified. 3.06 Soil Conditioning (also see Fine Grading section) Intained and repaired; -rodents shall be controlled; and the
A. Broadcast the following additives per 1 ,000 square feet and ire project shall be so cared for that a neat and clean
4. Container stock shall have grown in containers for cultivate to a depth of 6": condition is presented at all Times. ' Keep,walks and curbs
at least one year, but not over two years. Samples swept clean. Legally dispose of excess materials including
shall be shown to prove that no rootbound conditions 10 lbs. 12-12-12 commerical fertilizer paper and debris in planted areas.
prevail. No container plants that have cracked or y cu.yds. nitrogen stabilized organic amendment
broken balls of earth, when -taken from contalner, shall C. Maintain a -sufficient number of teen and adequate equipment '
be planted except on special approval from the Owner's to perform the maintenance work herein specified from the time
Representative.+ 3,07 Planting shall be done as .follovis: of planting until completion ofthe maintenance period and ,
-
3. Nomenclature conforms to customary nursery usage: acceptance by the Owner. CITY
DESCRIPTION OF REVISION DATE CITYAPPROVED
for clarification, the term "multi-trunk" defines A. Trees and shrubs 0, An application of 16-6-5 Best Fertilizer, at -a rate of 5 pounds
a plant having a minimum of three trunks and a maxi- CITY OF RANCHO CUCAMONGA
mum of five trunks of nearly equal diameter. 1. Position the tries and shrubs or stake their intended per 1 ,000 square feet shall be made to all landscape areas
locations per the plans and secure the approval of the just prior to the completion of the maintenance period.
C. Tree support mterlals• see details. #Owner's Representative before excavating pits, making
• necessary adjustments as needed. E. Inspection of plant material: Inspectlon•of plant materials
required by City, County, State or Federal authorities shall TRACT N O 13191 PARK WAY S
E• t 't`+ "��� f`(1�u�6 ���� ?•S�!/�� tl � 2. Excavate pits with vertical sides for all plants. be the responsibility of the contractor and where necessary
Tree pits shall be large enough to permit handling and he shall have secured permits or certifleates prior to
planting without injury to balls of earth or- roots. delivery of plants to the site.
When planted and settled, the crown of the plant shall SPEWICATIONS & LEGEND
OIw� >� bear the same relation tp. the finished grade that it F. Plants shall be subject to inspection and approval or rejection
did to soil surface in place of growth. Improperly at place of growth and on the project site at any time before
EY[CUTiON . placed plants will be rejected. and during progress of work or during the maintenance period.
Poor condition, latent defects, injuries, and improper size, APPROVED BY: DATE:
3.01 Commence work as directed by the Owner's Representative end 3. Set plants in center of pits lb a vertical position so variety, and shape shall be cause for rejection. Rejected plants jhr��;;.a�'\ CITY ENGINEER " RC.E NO..I�7
conduct operations continually to completion unless weather that the crown or ball of plant will be level with shall be removed from the project 'site immediately. �o�:_----- E1
conditions are unfavorable. All wdrk shall conform to high finished grade after allowing for watering and settling ,y DESIGN RECOMMENDED
�� �� �� 4��� `'. Larry Carlson Inc
standards of practice within the trade.GDIJ�S�T of soil . G. A written notice requesting a pre-mainten ce inspection shall .a UZ r E..rs�la�MA.S
�, GlrllrrTDrJS
Far, L S mai Gli &"K be received by the Owner's RepresentativAt least 5 days to {a t!r vo. it's �' DRAWN L d5C a Architecture SHEET
3.02 Site Clearance: Llean up anaremove Trom planting areas--all existing 3.08 Seeded Lawn: completion of the project.
plant material not removed under the general site construction contract, , � 5
�j - , * 0 NO i ACACIA AVENUE _15-OF
Including roots and any accumulated debris and rubbish before A. Rake the area to be seeded so that all rocks or unbroken soil M• A.written notice requesting Aft least 5 daal Inspection shall be received ,• /`v CHECKED FULLER T CALIFORNIA 92631
by the Owner's Representativ - . DRAWING N0.
commencing work. Legally dispose of such material off the site. clods over 1" in diameter brought to the surface are removed. days prior to completion •, �� _�`-- -�-`--;; ttL: na 525-n R.GE.tuO
:.��,�
of maintenance period. I Off- L
'" - DATE FILE 000