HomeMy WebLinkAbout1994-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLANS
O & S HOLDINGS, LLC
FOOTHILLCROSSING 11611 San Vicente Blvd., Suite 500
Los Angeles, CA 90049
Southwest and Southeast Corners of Foothill Blvd. and Day Creek Blvd. Attn: Michael Lawson
Phn. (310) 207-8600 x126
LANDSCAPE MAINTENANCE DISTRICT
VICINITY MAP GENERAL NOTES SHEET INDEX
L THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROAC.1MENT PER"flT SMALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCMCs ANY WORK
3. ALL WORK SMALL BE PEWOR IED ACC.ORDMCs TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
OR 30 (FUTURE) 4. THIS WORK SMALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SMALL CARRY WORIa'1AN'S COM'ENSATION,PUBLIC LIABILITY AND PROPERTY
DAMAGE MSURANCE AS REQUIRED BY LAW.
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO ExcAVATiON WOW NOTIFY PERTINENT UTtLM ES AND SERVICE ALERT AT
I-800-221-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. n I
�? 6. AT THE CONCLUSION OF Row-44 GRADING, AN AGRONOMIC SOILS REPORT SMALL BE R*NISHED TO THE CITY INSPECTOR AND ALL L-1 TITLE SHEET L-7 IRRIGATION DETAILS
Y RECOMMETIDATIONS FROM THIS REPORT SHALL SUPE`R5EDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-2 LANDSCAPE NOTES L-8 IRRIGATION DETAILS
W 1. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE ROA UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
HAVE BEEN APPROVED BY THE CITY ENGINEER L-3N T
CO S RUCTION PLAN L-9 PLANTING PLAN
} 8• SLOPES M EXCESS OF 5 VERTICAL FEET SMALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SMALL HAVE A I FOOT
Q WIDE FLAT AREA AT THE TOE OF SLOPE. L-4 SIGHT DISTANCE INFORMATION L-10 PLANTING DETAILS
PROJECT SIT SL Lem COMPLETION OF MSTALLATiON, AN ESTABLISHt'1ENT PERIOD SMALL commNCE, AND UPON WRITTEN vEwcA-noN FROM THE INSPECTOR THAT L -4A SIGHT DISTANCE INFORMATION L-11 SPECIFICATIONS
ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY W DAYS)SMALL Gam. SAID MAINTENANCE SMALL
BASELINE LOAD CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH(, AND WITH CITY COINGIL ACCEPTANCE
OF TEE N'1PROVEMENTs. MAINTENANCE SMALL INCLUDE MOWING, WEEDING, IRRIGATION, PRI.INMCs, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-5 CONSTRUCTION DETAILS L-12 SPECIFICATIONS
GRADE,FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
FOOTHILL BLVD REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER L-6 IRRIGATION PLAN
COMW%E, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10- APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PEs-nctDE APPLICATIONS REQUIRE A PICA. RECOMMENDATk-x
12.
CONCRETE HEADERS SMALL BE PROVIDED PER THE FOLLOWING CRITERIA:
A MM HWY BETWEEN CITY-MANTAINED TURF AND CITY-MAINTAINED s;az AREAS - eo WIDE x 6' DEEP CONCRETE HEADERS
bET m CITY-MAINTAINED TURF AND ANY PRIvATE-MAINTENANCE - a, WIDE x 6' DEEP CONCRETE HEADERS
�ETUEEN CITY-MAINTAINED CSL. AND ANY PRIVATE-MAINTENANCE - 6' WIDE X 6' DEEP CONCRETE HEADERS
BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6' WIDE X 6' DEEP CONCRETE HEADERS
♦ 13.
MEANDERING SIDEWALK LAYOUT,WaERE SHAW, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SMALL BE MADE M THE
FIELD, ADJ TO FINAL �g NECESSARY TO MEET FIELD CONDITIONS ONS AS APPIROVBY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER CONSULTANTS
14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
PLANT N ACCORDANCE WITH CITY STANDARD PLANS.
PRIOR TO THE OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SMALL BE RM4194 M TO THE CITY INSPECTOR
ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR
ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENCsME1=RNG DIVISION.
NTS
PUBLIC TREES ARE TO BE PLANTED PER PI�LIC �1PR 7VEMENT PIANS ONLY. CIVIL ENGINEER: LANDSCAPE ARCHITECT:
MAINTENANCE RESPONSIBILITY MAP LANDSCAPE QUANTITIES TAIT and ASSOCIATES, Inc. LA 23M
701 NORTH PARKCENTER DR. e r Associates, Inc.
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SANTA ANA, CA 92705 Landscarx Architecture. Land Planning.Urban Design
- — — — - — 714/560-8200 722 N.Diamond Bar Blvd. T.(909)861-4130 J. S GTP�
aw..wgvr&LAcoe, Diamond Bar,CA 91765 F.(909)861-3709
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. .-. If44fH � No. LA 3 8
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DAY C W dLVD - QUANTITIES 1SY STAT ]
TOTAL Sr-. NON-TURF LANDSCAPE AREA 6,4W OF
TOTAL SF. HARDSCAPE AREA (NCLUONG WALKS) 6,132
# TOTAL S.F. EXCAVATION FOR COBBLE AREA 6,132
TOTAL S.F. PROPOSED CITY SIDEWALK 0 C�CA�I
--- -`- -- TOTAL OF ALL AREAS NCLUD INC SIDEWALK 13,222OPoa
TOTAL ACRES 0304 J�
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Crry
DESCRPTION OF REVI" DATE APPROVM8
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CITY OF RANCHO CUCAMONGANow M
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SHEET
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FOOTHILL CROSSING
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LANDSCAPE ARCHITECTURE PLANS z
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FOOTHILL BLVD. & DAY CREEK BLVD.
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/ j TOTAL STMET TREES PER STAT -
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APPROVED BY: DATA
DAY CTZEEK BLVD. - P1'RJS G. 'ARISTOCRAT' C11) 1.5 GALLON CITY (/ RCE 24953
PHOENIX DACTYLIFERA (5) Ei 8TH
PLM PNPNW or '0
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PRO.>ECT BFT NO. OF
- - - - - - - - - - - - - - - - - - _- - -_ - - - - - - - - - - IRRIeATIONNOTES PLANTIN6NOTES
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE
1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCIID, IS REQUIRED AT ALL ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION
PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE
POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION
COSTS FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND SERVICE EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED
• .�.... — — — — — — — — — — — — — — — — — — '" — — — — — — , — - LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PER PLAN AND SPECIFICATION
i ffri�
i PROCEDURES. OR SHALL FOLLOW _
I o SPECIFITGATIONS FOR SOIL PREPARADI NAILS ANPIT
D
0 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED BY A REQUIREMENTS, STAKING AND BACKFILL REQU
IREMENTS.
TATS.
I 1 PAD 1 PAD 2 PRESSURE REGULATOR CIF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE,
1 �S.F* 7.000 S.F. FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL
FF-„99.70 PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL
A-k gj k 2 C- PAD s TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT
8� � _ �°0°8e� MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE NO DOST t0 THE CITY, ANY DAMAGE 01= SAID UNDE:RGOLIND
EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. FACILITIES.
• i
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (SB) 4, NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN
> SBBC- Z Al- ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM
L-3 - CONSTRUCTION PLAN AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN
L-5 - IRR16ATION PLAN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY
• L-8 - PLANTING PLAN 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS GRADED AND PREPARED AS SPECIFIED, AND THE WORK
Lm 111111111,1111111[ ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS
APPROVED BY THE CITY.
1 111 WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY
STREET LIGHTS, SIDEWALK UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
• INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL. SHALL
111111ttill lull 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY
RETAIL BLDG. PRIOR TO EXCAVATION.
I .opo S.F. + THE SITE PRIOR TO COMMENCEMENT OF ,ANY WORK ALL DISCREPANCIES SHALL BE
Mal
FF-1193.30
F
1 REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
6. CONTRACTOR 18 RESPONSIBLE FOR ,ALL REPAIRS AND/OR
• REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND
— 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGR UNID THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE
UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR
REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL
UNDER53ROUND FACILITIES. WOW OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY.
1.I. Y ARE FOR ESTIMATE
PA 3 - -- 1. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS
F°_„ S.F. I OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT
9-BAY AUTO - - + - - i ❑ . PAD 7 SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENISATING SPACING REQUIRED.
CENTER
1 GARDEN i NOZZLE SCREEN (PGS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION.
SEC110N t SLOPE PER 1 SECTION T SLOPE PER 1 25.000 S.F.
ARCHITECTURAL PLANS _190.71 8. WHENEVER SI�IUBn'sROI,1NDCOVER AREAS ARE ADJACENT TO
ARCHITECTURAL PUNS TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO
PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS
8. TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRNKLER HEADS SO AS TO REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS
PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE HEREON
W SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD
i
• / ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL
# /i' ' ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST t0 THE CITY. S. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS
OTHERWISE APPROVED BY THE CITY.
° / 9
PAD 6 INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO
■
❑ ''S0° S.F. / % THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR 51D
FF=1191.32
MAIN RETAIL BLDG. /' / // WIRE AT THE ENCLOSURE. INSTALL TERI'iNAL STRIPS IN ENCLOSURE FOR IRRIGATION PURPOSES ONLY. FINIAL SOIL AMENDMENT TYPES AND
,03.330 S.F. �/ // / // QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS
FF-„90.32 /� // WIRING.
(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL
AMENDMENTS 6' INTO THE SOIL AT THE REQUIRED RATES PER
OilCAl1CIe11A♦�lON FA!lIOR �
' /%' 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK I400 SQ. FT.
(TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SNRUBS) APPLIED FOR 8
HOURS A NIC-04T/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 AM. ONLY 4 CY. NITROGEN STABILIZED SAWDUST
ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 120 IBS GYPSUM
125 IBS GRO-POWER PLUS
Il. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH
il. LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH
PONT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED, UNDER ALL TEES AND SHRUBS, AND BLEND INTO EDGES AT
1ITI , THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE GROL NDCOVER AREAS, PURSUANT TO CITY STANDARDS AND
1 • • • / /j / SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE DETAILS HEREON. GRADING OPERATIONS SHALL AGGOI'1MODATE
ATTENTION OF THE CITY. THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE
CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT.
12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000- I (STATIONS) - LR (LOCAL SHREDDED MULCH IS AVAILABLE FROM:
memos„m 1 // / / � RADIO) W/TPI, TP110 AND LR DOME INSTALLED WITHIN A STRONGBOX (SB) 248SA20 VOLT INTRAVAIA SAND AND GRAVEL
'41-
CONTROLLERVELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON UPLAND, CA
TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL (SM) 98276-113
CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL
a ��/j/// y BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE
ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
DS
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SIM / /j // �� 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS ANDJ. S� alp
SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER
ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED ANDITI W p\
PAID FOR BY THER DEVELOPE
U. LA 32
14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA Exp. 30 '95
TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. �� ��
SCALE:i' 100'
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE
TOP OF THE SPRINKLER HEAD IS Z' ABOVE FINISHED GRADE.
• PAD 4
FF-°°° // / a
3W 1111POM1110 Gt1QMAMy
DESCRPTION OF Fl1EVI” DATE , � N
N
CITY OF RANCHO CUCAMONGA
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LANDSCAPE NOTES
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FOOTHILL CROSSING
LANDSCAPE ARCHITECTURE PLANS
/
FOOTHILL BLVD. & DAY CREEK BLVD.
APRXAMD BY: DATE�l t �
CITY B JAFCB 24M i
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CONSTRUCTION L FeEND
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CONSTRUCTION NOTES 0J.
CZARB
ALL 6RADIN6 SHALL BE IN ACC.ORDANGE WITH LOCAL OR GORES AND THE TOP 8 INCHES OF ALL LANDSCAPE 6RADIN6 AREAS (I.E. SLOPES AND FLAT D
PER CIIVCONCREILENCiINEE/ R DU*S.
ORDINANCES. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR AREAS, MOUNDS) SHALL BE TOP SOIL. THE SOURCE SHALL BE APPROVED BY C
ANY AND ALL PERMITS AND ALL INSPECTIONS, AS REQUIRED. THE CITY ENGINEER. ALLUVIAL STONE/
2 SEE DETAIL 'I SHEET L2 No. LA 2
DUST SHALL BE BY WATERING. LANDSCAPE MOUNDS AND FILL AREAS SHALL BE SPREAD IN LOOSE LIFTS OF b �Exp.
3
ALL MATTER OR DEBRIS SHALL BE REMOVED BY THE CONTRACTOR FROM THE INCHES OR LESS AND COMPACTED BY WATER SATURATION. b' CONCRETE MOW BAND/
n s}� F SEE DETAIL 54-IFFY L2
SURFCE UPON WHICH FILL 15 TO BE PLACED. ALL LAND50AM AREA5 SHALL BE SMOOTH IN CHARACTER AND SHALL HAVE SGALE:1 20
A
THE LOCATION AND PROTECTION OF ALL UTILITIES SHALL
NATURAL TRANSITIONS BEThEEN CONTOURS A5 DIRECTED BY THE CITY ENGINEER. THICKENED CURB/
BE THE � SEE DETAIL 03 SHEET L2
RESPONSIBILITY OF THE CONTRACTOR. LANDSCAPE BOULDERS/ E
MOUND' SHALL NOT EXCEED 3 FEET HORIZONTAL TO I FOOT VERTICAL (5:1). VEE DETAIL '1 SWEET L2 0
THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL
DAMAGE DUE TO OPERATIONS, OR NE&LEGT TO WORK OF OTHER LANDSCAPE AREA5 SHALL DRAIN AWAY FROM ALL BUILDING5 AND FACILITIES 1
5UBGONTRAGTOR5, OR ANY OTHER PHYSICAL ELEMENTS EITHER MARKED OR AT 1% MIN. A5 SHOWN ON THE PLAN AND AS DIRECTED IN THE FIELD BY THE o
UNMARKED. CITY ENGINEER. N
EXPORTED SOIL AND DEBRIS SHALL 60 TO A LEGAL DUMP SITE AT NO NO OTHER LANDSCAPE RELATED HORK OR 0ON5TRUCTION SHALL PROCEED - I _ _ _ DE3CAFTION OF RF#W N! DATE wPPC" N
ADDITIONAL COST TO THE CITY. UNTIL ROUGH AND FINE 6RADIN6 HAS BEEN APPROVED. _ _
b.........��..d p.....cp
APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINA6E PROVISIONS LOCATION OF CONCRETE MOW CURBS SHALL BE STAKED OR MARKED WITH p....... ti+ CITY OF RANCHO C:UCAMONGA
SHALL BE USED TO PROTECT THE ADJOINING PROPERTIES DURING GRADING CHALK PRIOR TO FORMIN6. FINAL LOCATIONS SHALL BE APPROVED BY THE 'r — 3
OPERATION5. CITY. _ o
ALL SOIL USED FOR FILL SHALL BE
BY THE CITY ENGINEER. ALL CONCRETE FORM WORK SHALL BE APPROVED BEFORE ANY CONCRETE 15 '• .'� CONSTRl1CT10N PLAN
ON-SITE 501L5 USED A5 FILL MATERIAL5 SHALL BE FREE OF OR6ANIG CAST. i........... 0
FOOTHILL CROSSING
MATTER AND OTHER DELETERIOUS MATERIALS. IMPORTED FILL MATERIAL Y' �"""""♦ o
SHALL BE INOR6ANIG, ORANUL.AR, AND FREE FROM ROCK OR SIMILAR REFER TO THE LI6HTIN6 PLAN SHEET 1. CONTRACTOR SHALL COORDINATE P�•��•-�- LANDSCAPE ARCHITECTURE PLANS -'
IRREDUCIBLE MATTER GREATER THAN b INCHES IN MAXIMUM DIMENSION. ALL L16 MN6 FIXTURE PLACEMENT WITH ALL FINAL IN5TALLATION OF 516NAOE � FOOTHILL BLVD. DAY CREEK BLVD. o
AND TREES. ►•�+
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TJSDAA OCT �. 2004 PIE NO 19 g —L o
PROJECT SHMT NO. OF
ROUNDAWUT S I&HT L i NE LOCATIONS
O ❑
I. APPROACH SITE DISTANCE:
THE CRITICAL SITE DISTANCES ARE GONG SOUTH ON DAY GREEK
ENTERING THE ROUNDABOUT OR BEARING LEFT. THE OTHER THREE
APPROAC4E5 ARE NOT CRITICAL BUT ARE SHOWN FOR CLARITY.
O
2. SIGHT DISTANCE ON CIRCULATORY ROADWAY:
FOR A VEHICLE DRIVINCs AT 20 MPH AROUND THE ROUNDABOUT
❑ \ � �STOPPING 112.4REFER EO DIMENSION AND SIGHT LLINES THE CALCULATED INE
V _ ABOVE LABELED n).
�e 3. SIGHT DISTANCE TO CROSSWALK ON EXIT:
FOR A VEHICLE STOPPED AT YIELD READY TO ENTER THE
• 'S ROUNDABOUT THE SIGHT DISTANCE HAS BEEN SHOWN FROM A
Q LOCATION SYMBOLIZED WITH A DOT ( • ). FROM THERE
}
MAY CREEK SL1/D.
THE SIGHT LINE IS FREE OF ANY OBSTRUCTIONS.�
j
p CLEAR ZONE rO R MED I ANS ANO FAR41AYS
- F I CJURE IV
/ I TREES, YOUNG AND MATURE, SHALL PROVIDE A CLEAR ZONE FREE OF
BRANCHES AND GROWTH FROM 24' ABOVE THE CURB TO &'-6' ABOVE CURB:
SHRUBS AND GROUND COVERS SHALL BE SUCH THAT THEIR ULTIMATE
/" GROWTH HEIGHT WILL NOT EXCEED 24'.
{
O LZ 00
. (j) ROUNDABOUT S 16HT LINE LE6 NtD
D0000� o o -
O MAJOR SIGHT VIEWS NEEDED FOR ROUNDA50UT
: AND FOR APPROACH UP TO ROUND ABOUT YIELD
= LINE.
S I vHT DISTANCE ON G I RCULATORY ROADAA%to =_
SIGHT LINES WHILE DRIVI'WS AROUND ROUND ABOUT
V = 20 mph
d = 112.4'
>d CII6TANNb
JR1 `� -
SICsHT VIEW NEEDED TO SEE CROSS WALKS
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PAY CREEK SLY'D. -� - - - -
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No: LA 2 8
105
_ I V = 35 m h �� SCALE:i' 20'
_ CAA
O24 - - - -
I- V = 20 mph 112.4 - -
d
L-1 Li
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DEStWT10N OF REVISM DATE N
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CITY OF RANCHO CUCAMONGA
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Sr-kffDSTANCE2
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V = 2 mph FOOTHILL CROSSING
d = 11 .4 (n
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APPROVED - P)Ieli�9\' �i6�
DATA
CITYRCS24953
S I vHT DISTANCE TO GROSS104ALK ON EXIT FiD Ff
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Tis oMIM OCT 25, 2004 ME 100354 l - L o
PRO.-CT WMT NO. OF
/ ICY
(31
MW
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AD 3AD -
_ _ AD 3
nnn '� F nnn '� F nnn '� F
NORTH50UNP S 16HT P I STANCE EASTBOUND S 1 C HT D I STANCE SOUTH50UND S l eHT P I STANCE
/ -
S 16HT V I STANCE CALCULATI ONSJ
.
2 1,
,1GION 91CWT 715T� NG�I. STOMN& SIFT VISTANGt 2. INTI
y2 No. LA 2
d = (1.468XtXv) + 1.081 _ g 5
- - - - 9 ASSUME - Exp. �
ASSUME V = 20 m (FOR BOTH CONFLICTING APPROACH SPEEDS)
- - - - - _ �' sCALE:r = ��
V, 20 mph (IN THE CIRCLE) of .
V, = 35 mph (ON APPROACH LEGS)
v APPROACH SITE DISTANCE
" APPROACH SITE DISTANCE E
a
i 2 d, = d = 1.468(VXt.) 04
d, _ (2BX1.468X20) + 1061 � V = 20mph `"
rI d = 1.468(20X6.5) o
2 d 190.8'
dz = (2.5X 1.468X35) + 1.081 11.2 V = 35wy
mph DESCRPT10N OF REVI" DATE , N
U
O
ld, = 2413' CITY OF RANCHO CUCAMONGA
U
SIGHT DISTANCE FORMATION
FOOTHLL CROSSING
U
10 LANDSCAPE ARCHITECTURE PLANS
/
FOOTHII_L BLVD. & DAY CREEK BLVD.
CLEAR ZONE FOR MED I ANS AND PAR NAYS w - � DATE
FIGURE IV /� ,�-�. .',�'.lGu RCE: 24953
ON
ME" PLAN PFWPAWD BYt
AMP
A D 3 TREES, YO W-s AND MATURE, SHALL PROVIDE A CLEAR ZONE FREE OF ani
BRANCHES AND GROWTH FROM 24 ABovE THE CURB TO &'-&' ABOVE CURB: JETr Associates, Inc. PO
nnn F SHRUBS AND GROUND COVERS SHALL BE SUCH THAT THEIR ULTIMATE
GROWTH HEIGHT WILL NOT EXCEED 24'. M'YM Landscarx Architechire.Land Planning.Urban Design T u
722 N.Diamond Bar Blvd. T.(909)861-4130 L�4A o
JET ... mr--A� Diamond Bar,CA 91765 F.(909)861-3709Meow R"W
ri
Pq5T50UNP S 16HT o I STANCE .21
ie aA7E OCT 25, 2004 FLEMo 03'54 17 Q 47L �— 0
/
PROJECT 8HrrT NO. OF
CASE 5 24— 60
MAX MORTARED STONE SHALE
CASE i :t.� I- 4.
:.
�..-.- _1 I 1=
,� = G088L�5T 4 �� _
BENEATH
W/M3 BAR
< CURB t 6LI TER
/2' MIN. / 4' MAX. RAD.
CASE 2 ATE PER PLAAU - MI . 5 or- GOBBIJ= AT a 4 curb per cfv11 engineer
GOBBLEST � � '�
— AREAPLANR � ndturdl concrete With a medtun
AREA - - eeyy
CONCRETE HEADER - 1/2' RADIUS broom n"A
EXPOSED ED6E5 AND FINISH PER PLAN
f 7 4
4 (INSTALL AT GRADE LEVEL AT SHALE
3C401SCI�BW 510E4AL..K HARDSCAPE CROSSINGS)
JOIN AT RIGHT ANSCE5 (TYP)
5' MIN. / 4' MAX. RAD. IN IN LAWN
b' PCG MOW CURB PER CIN STD. "4 2" IN PLANT 5M
NOTES:
I. ROCK SUMS, LWESS OTHERWISE SPECIFIED SHALL BE: FINISH GRADE a
�
BOULDERS: MAX. 3'0' - MIN. 70
G013BLE5TONES: MAX. Ib" - MIN. b" WITH ONE FLAT SIDE G
2. BOULDERS SHALL. HAVE 1/5 EMI E `IENT, GOBBLES SHALL HAVE 2/3 7 74:0_Q aQ o d 4 _ planting per planting plea
S. ALL SPACES BETHMN STONES SHALL BLED E F1L. WITH GLASS b' MORTAR I PART GE�IENT
P'SI (-III—III .Q A"Q III—III-I a
TO 2-i/2 PARTS SAND, 2000 I PORTLAND CONCRETE. (NO 'D'RY-f°AGK' 15 ALLrOY�FD) .- - - -p . -
4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO y
4
PROCEEDING WITH REMAINING RDCK WORK.S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPRDYED BY THE THE CITY INSPECTOR
b. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OB.ECTIONABL.E DISFIOIJRATIONS AND
EXCESSIVE IRON CONTENT.
1. CONCRETE GLASS S20-D-2'300. I — — RF-BAR a
_I � I III III_ (1*ILE55 OTHERWISE INSTRLIGTW) .
ALLOUVIAL STONE DETAIL. f cucAora�A My DETAIL Sa GONG1�� MON—CURB mw wo ax-. mmA c y ueT w %u THICKENED CONCRETE MEDIAN CALL
2 NE �SCALE: NONOT TO 6CAL.E
NOT TO BCALLEE
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No. LA 23
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N
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N
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DESCR rTION OF FEV" DATECITY
N
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CITY OF RANCHO CUCAMONGAch
3
0
CONSTRUCUM DETALS U
0
FOOTHILL CROSSING
0
U
D
LANDSCAPE ARCHITECTURE PLANS
FOOTHILL BLVD. & DAY CREEK BLVD.
ANn'*V® BY: � DATA v
cfrY MO 6 /�'�/�� RCe 24953
W" KM"W"Mm or �
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JET5egur Associates, Inc.
DRAM Landsca Architecture.Land Planning.Urban DesignT u
722 N.Diamond Bar Blvd. T.(909)8614130
JET __p_tA_ Diamond Bar,CA 91765 F.(909)861-3709 d
RLA p0v+
ORllwM NIX
Tie a„E OCT 25, 2OU ,,,�Na o34 19 9�-L 0
PRO.IECT %F" NO. OF
POINT OF GONWOTI ON — TYP
THE CONTRACTOR SHALL VERIFY THE PROPOSED 2" IRRIGATION WATER METER AT THIS
APPROXIMATE LOCATION PER THE CIVIL EN5INEER'S PLANS. THE CONTRACTOR 5HALL — -- - - ---- -
INSTALL ONE 2" REDUCED PRESSURE BACKFLOW PREVENTER, ONE 2" FLOW 5ENSOR ONE
2" REMOTE MASTER CONTROL VALVE, AND EXTEND THE NEW PVC IRRIGATION MAINLINE
A5 INDICATED. LOCATE THE BACKFLOW PREVENTER BEHIND THE SIDEWALK WITHIN THE
PLANTER AREA AND SCREENED BY SHRUBS, A5 APPROVED BY THE OII I S
REPRE5ENTATIVE AND THE CITY INSPECTOR. REFER TO THE CIVIL ENGINEER'S PLANS FOR
THE WATER METER LOCATION. THE CONTRACTOR SHALL VERIFY THE AVAILABLE
PRESSURE, 51ZE OF METER AND THE 51ZE OF SERVICE LINE PRIOR TO COMMENCINS WORK. \
W -- -- 4E 41 I I \\
1E 5E 25
•
-
DAY CREEK BLVD. �„
Q F 2' 2'
1.
Lu ' DAY CREEK BLVD.
O 14F
rE
O
1. 1.
II
P�OESTAL GONTROLL�R AS��'MBLY
THE CONTRACTOR SHALL INSTALL ONE CALSENSE E172000-8-1-R-RROTPI, TP110 AND
LR-DOME, 8 STATION CONTROLLER ENCLOSED IN A STROWS BOX ENCLOSURE
("-24-55/12OV) PER LEGEND AT THIS APPROXIMATE LOCATION. THE CONTRACTOR
SHALL INSTALL ONE MINI-CLICK IN A VANAL RESISTANT ENCLOSURE, (SENSOR GUARD)
ON THE SIDE OF THE PEDESTAL CONTROLLER 120V POWER SHALL BE PROVIDED TO THIS
D
LOCATION BY OTHERS. REFER TO THE CIVIL ENGINEER'S PLAN FOR THE EXACT LOCATION.
THE FINAL LOCATION OF THE CONTROLLER PEDESTAL ENCLOSURE SHALL BE APPROVED
BY THE OWNER'S REPRESENTATIVE, THE CITY INSPECTOR, AND THE LANDSCAPE
IIRR16ATION LE6ENV ARCHITECT.
G, T, H, F Mf 6 MODEL DESCRIPTION RAD &PM P51 -- -
1) Q RA I NBI RD 1606-SAM-50 i H - PGS 010 POP-UP SPRAY 4' 0.10 30 PVC LATERAL LINE S I Z I NS CHART
0 0 RAINBIRD 1806-SAM-50 4 H POP-UP SPRAY 5' 0.10, 0.20 30 VALVE KEY NDSCgp
51ZE GALLON PER MINUTE
0.35, 0.52 30 � �.-- F
Pl Q Q RAINBIRD 1806-SAM-BG,T d H POP-UP SPRAY 8 1 0.26, 1/2" o - 4 �;PS SFS
O e RAINBIRD 1806-SAM-I00 4 H POP-UP SPRAY 10 0.39, O.-TCI 30 INDICATES VALVE 14 MBER
O 8 ® RAINBIRD 1606-SAM-120, H 4 F POP-UP SPRAY 12' 0.65, 1.30, 2.60 30 !t —INDICATES APPROX. FPMS 3/4" 4 - 5
1 No. 23
8 ♦ RAINBIRD 1806-SAM-15H 4 F POP-UP SPRAY 15' 1155, 3:70 30 INDICATES VALVE SIZE 1 6 - 12 \ 1 0
O RAINBIRD 1806-SAM-I5VAN POP-UP SPRAY 15' 0.92 30 11/4 I2 -
11/12, 22 + SCALE:1' 20' OF
B RAINBIRD EFB-PRS-D BRASS REMOTE CONTROL VALVE, SIZE PER PLAN
RAIN BIRD 33DNP 3/4" BRA55 GUICK COUPLING VALVE
H HAMMOND IB--645 BRASS &ATE VALVE 0.
N
SUPERIOR 3100 2" MASTER CONTROL VALVE N
1
® FEB825-YA 2" REDUCED PRESSURE BACKFLOW PREVENTER WITH COAST o
CO
6UARDSHACK ENCLOSURE *G&5-3 N
E DE TION OF FEVl�M °""
o ALOE
s,�
_ DATE , _
❑ CALSENSE ET2000-6-LR- 6 STATION CONTROLLER IN STRONGBOX ENCLOSURE e......
1 ••••••� • 4 N
b.........�l..d p.....d ..
ond R IDOME sB-24-SS/120V CITY OF RANCHO CUCAMONGA
0 IRRIGATION - 2" WATER METER REFER TO CIVIL PLANS 1 a••••d IRRIGATION PLAN
0 CALSENSE FM-25 FLOW SENSOR 51ZE PER PLAN 1 •• 1 _
FOOTHILL CROSSING
0 HUNTER SENSOR GUARD VANDAL RESIST. RAIN SENSOR. INSTALL PER DETA I L
......... LANDSCAPE ARCHITECTURE PLANS
• MAINLINE 1 1/2" AND LESS SGH 40 PVC, 2" AND LARGER GLS 315, IN5TALL MIN IS" DEPTH ;:� FOOTHILL BLVD. & DAYE Q
CRE K BLVD. W
LATERAL LINE GL. 200 PVC 3/4" AND LARGER, GL. 3i5 FOR I/2"-MIN. 12" DEEP ;::::::,;:�� APPROVED BY: DAA 7,17' o
�••� r CITY EWVfTR RCE 24953
SCH 40 PVC; 2X DIA. OF ENCLOSED PIPE-MIN 24"
SLEEVING / oea� PUN FR!PN � W.
5GH 40 PVC: (I) 2 FOR I-25 WIRES, MIN 24 DEEP ► JET un
Segur Associates, Inc.
DRAYM
Landsca Architecture.Land Planning.Urban[sign SHMET '
U
722 N.Diamond Bar Blvd. T.(904)861-41300
�f ....�•c._ Diamond Bar,G 91765 F.(909)861-37019 L-8 �V a
KEY MAP CHECKED RLA ND MAWS Na
Tie aAW OCT M 2004 wF NO 0&u 1 q -L o
PR XFCT BIMT NO. OF
HUNTER SENSOR 61UARD
RAIN SEW5OR
dAC,KFLOW PREVENTER
�Y 24" STRON S BOX MODEL. NO:
1 58-24551120V
NIPPLE - TYPICAL �C
(4) PLACES <
Z R LM PLASTIC VALVE BOX i
I NIPPLE COVER ETCHED "IRRIGATION GATE" NOTE:
(GAR-SON OR EQUAL) ENCLOSURE TO BE 6t�ROUPER
LOCAL GORE. 6RO W ROD TO BE
b' THICK X 12' WIDE Z INSTALLED INSIDE ENCLOSURE. ON
�— C.ONGRETE PAD a.EN67H VARIES FINISH GRADE CoONTROLLER, SIDE.
WYE STRAINER PER SIZER ANUFAGTURER)
PATH 60 !,_ S SLOPE TO DRAIN AT MINIMUM
MODELSCREEN1=1 I --
• UNION FINISH �'DE I I-1 11=1 I I I I=1 11= FINISH
G �L.EEVE i I I l=1 I I— ALL VALVE - 1 1/2' OR SMALLER WITH I—III;' GRADE I I I I
,-.: A--:D STAII'L.E�..S STEEL HANDLE ■
;,::D
-V =; :D ; REQUIRED FORI—I I_( I_ I I—�I I I I I 31-6' X 31-6' X b= C�ONGREI'E
+-:e_.;: ?.:. + :P PIPE �O }.I 111=1 11=1 III=III= MtN. I I I I FOOTING INSTALL A MINIMUM OF
=I •° •:, I I—I I (= ILIENT r�ED6E - 2 OR LARGER WITH _ TOP TO DRAIN AT MINIMUM OF 2EK.
I i_ CONCRETE PAD -III—I I I—I I— — >_ , , , 3' ABOVE 6RADe AND SLOPE
ATE VALVE 2 oPERIhTIN6 NUT I _
NIPPLE - TYPICAL III=111= OXY COATED I I=1 11= — y }: :i y=S:' 111
PLACES Z I ,;{ — — — -
-1 I I FROM WATER 11= VALVE I I I 1=1 11=1 I I
5GH 4o PUG MALE = I -I I-I1=1 I I-III I I1 11=1 11=1 I ���� W►,� IN
f — - -1 11=1 I I I—I 3" 5GH.4o PVC, CONDUIT.
qo% COMPACTION -- I I= ADAPTOR I I-1 11=1 11=1 11= -III—►i I—, 1I-
- I i� I I I-1
—III—I I I •: — I ) I 1=1 I I=III= 120 VOLT WIRE IN R1610 S b'
s" CONDUIT (PER LOCAL ELL
rTYPE
TO MDE ETER1I—
_ TO POWER SIOF CABINET
, :.•:�.- I I- -i i :'D :,=- INE TO SYSTEM'S
Ib'
—I ANT I A TM44A PORT EPDXY
GOPIGtQETE THRUSTBLOCK TYPtGAL (4) PLACES I— — I I. HEAVY DUTY WEATHER - RESISTANT FILLID LOGATQ� OUTSIDE OF
PER GGhb STANDARDS (—) I I—I o•;o; o';o,
PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTAL_LI►T10N/LOGATION
RI61D PIPE AND RELRTED FITTINGS SHALL BE PER -III—III 'o.o o•o-0 -I I-I—I LIGHT CONTROL AS REQUIRED FIR I PER CITY AND GALGENSE REP.
GUG/\M10NGiA COUNTY WATER DISTRICT STANDARDS. Z I=) I I=1 11=1 11= `
PHI
CONTRACTOR SHALL VERIT=Y WITH GGNO PRIOR TO o.°b I I 1-1I� EL6GTRIG METE1t PER SCENO1y. GODSTRUGTION. F] 11=1 : A�Q •'ao :� I I—I I I- I
III-1 GALSENSE MODEL NO. I I
L INSTALL PER LOCC
AL ODES. PER PLANS. `--1
2EQUIPMENT TO BE INSTALLED AT A MINIMUM OP 24' FROM ANY I I� I I= REFER TOCONTROLLER
-� —� ( �—� —� -I I I=III=III=� INSTALLATION STD. I
5TRLIGTURP.S OR HARDSGAPIN6.
3WFIEN UNIT 15 NEXT TO A STRUCTURE (IE. WALL, WLDINEs, ETG) SECURITY LI
MOUNT TEST GOOKS ON OPEN OR NO"TRLIGTURE SIDE. 3/4" � TIMER REQUIRED PER
4ORIFNT UNIT PARALLEL TO STREET. A66RE&ATE BASE PLANS. FINISH
NOTES=
S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. 5GH 40 GOINMIT A� = rl� lj 1 1II ��b. DIALETIG FITTINOS ARE REQUIRED FOR CONNECTIONS OF 2. INSTALL CONTROL_ VALVES A MIN. OF 12" FROM STRUCTURES OR HARMSCAPIN6. FOR SECURITY L16HT MIN. IIWiRIN6. I I I I � 120 VOLT WIRE IN RI610
3. INSTALL VALVES IN PLANT BEDS MHERE EVER POSSIBLE NEXT TO SIDEWALKS. '_ •• '•�: '�• ,. STEEL CONDUIT (1''ER
DI5IMILAR METALS.
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPIN6. — LOCAL
7. VALVE PER STD. 518 REQUIRED BEFORE B�rGKFLOW 5. PLACE A66RE6ATE PRIOR TO INSTALLATION OF VALVE BOX. a > ''=' y I I
WHEN MAINLINE IS 5= OR LARESER. b. ATTACH METAL VALVE IDENTIFICATION TA6 WITH APPROPRIATE CONTROLLER AND i S
I
VALVE R I NaE��
BACKFLON FRZV ENT R GT*VAND >a� M pan &ATE VALVE BTA VARD »Tan. s�
PEDESTAL MOUNT GONTROLL.ER bTovAm mom
TO SPRINKLER - ANGLE PIPE TO
SPECIMM DEPTH WITH 45' IS I
SCM 40 PVC, MALE ADAPTOR
SC.H 60 PVC, UNION •SNAP-TITS~ WATERPROOF PLASTIC, VALVE BOX i COVER: STRUCTURE OR
BRASS 0R PVC, NIPPLE
CONNECTORS OR EQUAL ETCHED Qd (004RSON OR EG UAU HARVISCAMN6
ELECTRIC, CONTROL VALVE FINISH GRADE
PLASTIC VALVE BOX
MARKED =IRRIGATION R+G)r AT GRADE IN LAWN AREAS
Z (CARSON OR EQUAL)
ETGI•IEO WITH CONTROLLER 16' MAX.
AND VALVE SEQUENCE
n ` b' MIN. FINISH GRAVE
-I�I—III—I I III— IIII i I-
I —
W DNP QUICK NDS 1
_ — C.OUPLIN6 VALVE -
5IDEW,RLK WITH PURPLE
—MOISTURE RUBBER GAP
o 0 0 0 o MERE STAINLESS STEEL.
REQUIRED SCREW MINIMUM (5) PLACES _ No. LA 2 I -�
h
I I 3' I - PI6 TAIL EXPANSION ,\Exp. 5 ' *
_ �
=1 I I Looe (MIN. 24' LONG) 3/4' WASHED
.fes _
CARLISHED P.D: P-.D_ 4:� O
BRASS ANGLE Q
z FLO!"1 111= - AEa6RE&ATE BASE
VALVE NAMION :� : D-::v •0 — ::v-:D-: a:-a :-a :-.
= 3• EllII—
4 3/4' WASFIED
a0 0'0• Z o^ CRUSHED A66RE6ATE SCH 40 BRASS NIPPLE M
� .. .. o ao• I1- o
�I A,p = ..•.p,p •..d SCM 40 BRASS NIPPLE
o• _ _ oo-o' • I I: 24" LONG I—III—I
I-1 I i III III I I SOLI 60 PVC, NIPPLE
IONTROL a COMMON WIRD DDATE am N
ESC ''TION OF fViSiON �
cl
N
SGH 40 BRASS ,O I&L CITY OF RANCHO CUCAMONGA
60 PVC 410PRIGATION DETALS
BRASS NIPPLE STAELL- \\--,_SCH 40 BRASS 90 ° v
o1
1 REE I ELL
SCH 40 PVC, SX5XT TEE T'R=SURE SUPPLY 5 FOOTHLL CROSSING
L
0
NOTES= g" 'Y LIM LINE FITT1Nu 04 !BAR STAKE LANDSCAPE ARCHITECTURE PLANS
1. INSTIL- CONTROL VAI-YE5 A MINIM11JM OF 12' FROM STRUCTURES OR HARDSCAPIN6. PERE SUPPLY LINE `24 LONG' FOOTHILL BLVD. & DAY CREEL BLVD.
2. INSTALL VALVES IN PLANT BEDS NEVER POSSIBLE NEXT TO SIDEWALKS.
3. PLACE VALVE BOX AT R16HT ANALIS TO STRUCTURES OR HARDSCAPIN6. APPROVE BY i_ DATE ll
4. PLACE A6ERE6ATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE: C" RCE 24� 1-1
S. ATTACH PLASTIC IDENTIFICATION TAS WITH APPROPRIATE CONTROLLER AND I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Its! PLM PREPAFD Or
VALYL IR/I'SLA.-r<. a na
jEr 5egura Associates, Inc.
REMOTE CONTROL VALVE bTARD MAL q520 WICK COUPLIN6
VALVE
bTAfVAM 1DETAl1. 41115,2116 cmwm Landscarx Architecture. Land Planning.Urban Design omwr tri
722 N.Diamond Bar Blvd. T.(909)8614130 0
4 � LE, NOW W-AL-Es JET ......_..iwn. Diamond Bar,CA 91765 F.(909)861-3709 L-7 of {�
!V a
{,'
RILA.NO DRAVMM NIM 0,
Tie DATE OCT 25, 2004 wE No 0354 1 L4- L o
Cn
PR )JECT SHLMT NO. OF
-POP SHRUB HEAD BODY SET TO
1/4" ABOVE FINISH 6RADE
NI5H 6 RAVE
—III—III—III—III III-I I I-
HARDSGAPIN6(5EE NOTE 4) III—III—) I I I I—III-I
-III-III-III III �-
II-III II-III
-I IIIIIIEEIIIIIIII II-III II-
I III II _ _
�
- I I III III—
_I i II
� 2 -III II II
CLEAN BACKFILL - SEE _
f -III SPECS. FOR MATERIAL. h - GLEAN BACKFILL - S
40% C.OMPAGTION REQUIRED � -III SPECS. FOR MATERIAL.
I I 11 q0% COMPACTION REQUIRED
n _ _
-III II _
_ PROVIDE 60 MIN. OF SAW1I-
i ( k
BEppIN6 AND SHADDIN6
= I I NON= LATERAL LINE:
- SCH. 40 SNAKE PIPE IN
• - - - - - - - - - - - - - - - - - - - - - - -
II 4 -III II- TRENCH
- La---1 I I 6G
MARLSCH 40 ,W,G
EX 140' STREET STREET ELL
AII— PSE SUPPLY LINE:
CONTROL WIRE SLEEVE - = SCH. 40/GL. SIS SNAKE -PIqE MARL.EX STREET ELL
III
_ SIZE PER. PLAN INSTALL PIPE IN TRETIGH LATERAL FITTING
(— ADJAC&"T TOPREnSURE
I III I I I I NON-PRESSURE LATERAL LINE SCH W PVC, NIPPLE
• _III ( SUPPLY LINE _ — TYPICAL (?a PLACES
ICONTROL.III KRE5/- BUNDLE AND TAPE AT IWOZ. AND-I ANTI-DRAIN VALVE AS REQUIRED PRESSURE SUPPLY LINE III - - -- I I I ( IN5TALL ADJACENT TO
��„E - SIZE TWICE -I PR>' .�uleE SUPPLY LINE
_II
NOTE=
DIAMETER OF I. LOCATE HEAD 2' TO 6' FROM WALKS, CURBS, HARpwAPIN6, MOW STRIPS,
III I I 6' 1YP SUPPLY LINE 1 I I- I I 0 I I III III- PROVIDE 6' MIN. OF SAND AND EDGES OF LAWN.
6 TYP. BEDDING AND SHADDING 2. USE TEFLON TAPE ON ALL MALE THREADS.
LATERAL 3. INSTALL HEAD' WITH INTERNAL CHECK VALVE AND Ppmr5U�
LINE SLEEVE - SIZE TWICE GOMPENSATIN6 FEATURE AS PER THE IRRIGATION PLAN.
NOTES: DIAMETER OF NON-PRPS RE
I. ALL SLEEVE5 TO BE SGH 40 PVC,. LATERAL LINE 4. HEAD CONNECTION AT BOTTOM INLET ONLY.
2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPIN6 AT BOTH ENDS. NOTE:
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. I. P16TAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION.
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER ib' MIN. DEPTH �O� BTANDARD DETAIL r63�
STD. NO. 120 (24" MIN. TO 56MAX DEPTH TO TOP OF PIPE BELOW
3' AND LARGER 24' MIN. DEPTH
STRUCTURAL SECTION).
ilqSLEEV1146 STAWARD DfTA L 4536 NCH I N6 BT,VAqD DETAIL WW
0
WHITE
BL�JE
'SNAP-TITE' WATERPROOF
RED CONNECTOR OR EQUAL. DSC�pF
ft-ACK PI6 TAIL EXPANSION
IRRIGATION CONTROLLER LOOP (MIN.24" LONG)
INC
WATERPROOF ALL No. A 23 8
PLASTIC, VALVE BOX (CAS OR y,u C.ONNEGTIONS �
EWAL) WITH PLASTIC, INTEORATED RE Exp.
LOCKING LID. PLACE AT GRADE IN ��'S20. ��c x �c `\ �
TURF AREAS AND 3" ABOVE INCF
PLANT BED. -- _-
PI6 TAIL EXPANSION x Nc
LOOP (MIN-24" LONG) WHITE
x (COMM010 g
OF 14 BLUE o
WIRES I
0
0
RED MASTER CONTROL OESCRPTION OF REV13lON CITY N
eLAGI� VALVE j DATE ,wR+ovek N
N
„I ,,, CITY OF RANCHO CUCAMONGA
0
DIAMETER s
SIZE A5 FLOW
METER SIZE IRRIGATION DETALS
a
FOOTHLL CROSSWG
DI SIZE
A5 FLOW METER SIZE
0
LANDSCAPE ARCHITECTURE PLANS
J
MINIMUM DISTANCE 00",1STREAM OF FOOTHILL BLVD. & DAY CREEK BLVD. W
N
UNI PIPE (15X DIAMETER
OF FLOW METER SIZE) APPROM
MINt14JM DISTANCE UPSTREAM OF / DFiCE G 253 i
ATE
CITY ESA
rn
UNINTER1-1 PIPE (IOX DIAMETER PLAN PWAFrn w. a
OF FLOW METER SIZE)
5egur Associates, Inc.
FLOPq SENSOR BTAAbARD DETAIL 45* DM%N Landsca Architecture.Land Planning.Urban Design *ErT V
722 N.Diamond Bar Blvd. T.(909)861-4130 v
4 f t '�
......xs.rt.u.mm Diamond Bar,CA 91765 F.(909)861-3709 L� o
a
Q PJA No wVLwM !10. 0,
Tie DATE OCT 25, 2004 0354 1 j 9 L(-L o
PROXCT SHEET NO. OF
O
00
El El
DAY CREEK BLVD.
} DAY CREEK BLVD.
!.0 Y
o 0 0
:3
0
011, �1'0�
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PLANTING LEC7END
BOTANICAL NAME 50TANICAL NAME SIZE QTY
TREES -- ---- - ---— --- -&PHOENIX DACTYLIFERA DATE PALM 15' 5TH 5
M PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR 15 GAL 11
&WASHIW-sTONIA R05USTA MEXICAN FAN PALM 15' 5TH 5 SCgp
e- NANDINA DOMESTICA 'NANA' DWARF HEAVENLY 5AM500 1 GAL 130
Do —5ERSERIS THUNERGII JAPANESE BARBERRY 5 GAL 128
No. U1 2
Exp
GROUNDC 7YERS .
i�
°GALE 1' 20' OF
LANTANA MONTEVIDENSIS FROM I GALLON CONTAINERS
WHITE TRAILING LANTANA • 18' O.G.
GORILLA HAIR 3' THICK LAYER
0.
MULCH
N
N
I
0
I .IST F*V MM W If N
DATE
NOTE : b.........il..d p.. d N
.� CITY OF RANCHO CUCAMONGA o
•
1. THE CONTRACTOR SHALL PLANT THE &ROUND COVERS CONTINUOUSLY UNDER i 9 ; - ��j
ALL SHRUBS THROUGHOUT THE ENTIRE PLANTER AREAS AS INDICATED. li d PLANT14G PLAN
. FOOTHILL CROSSWNG
PS , , -
�. ALL PLANTINARIAS SHALL REGEIVlt` A 3" THICK LAYER OP 60R1LLA HAIR MULCH ...... � a
PRIOR TO INSTALLATION OF &ROUND COVER THROUGHOUT. SUBMIT MULCH = b•
SAMPLE FOR APPROVAL PRIOR TO INSTALLATION LANDSCAPE ARCHITECTURE PLANS Z
/
8. RSR TO SHEET L-4 POR S I vE HT LINI WORMATi ON.
FOOTHILL BLVD. & DAY CREEK BLVD. W
�......♦�..� APPROVED BY.- / / DATE: � I/ c,
�"'O MY ENOPFER 7l// Wre 24M j
V _ �
CE" F&M PFLIPAFM Er
r 3
u zrrp �
JET Associates, Inc.
Ww" Landsca Architecture.Land Planning.Urban Design > v
722 N.Diamond Bar Blvd. T.(909)861-4130 0
ZT .v... a.� Diamond Bar,CA 91765 F.(909)861-3709 L-9 . 13 tl
KkY MAP >Krs ° nurl No owEWM Na
TJ8DATEOCT 25, 2004 0354
ME W
/
to
PROJECT SHf_FT NO. OF
NOTES:
I. REMOVE NURSERY STAKES
2. STAKES TO BE PLUMB AND
PARALLEL.
5. STAKE TREE PETZPEi VICULAR
TO PREVAILING WIND.
N
pq E
,.1 TIGHTLY COMPACTED 5" BERM TO FORM
DEPRE55ED WATERING BASIN.
TOP TIE TO BE PLAC® A5 TOP OF ROOTBALL TO 5" MULCH.
LOW AS POSSIBLE ON THE EXTEND 2" ABOVE
TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW FINISH GRADE
FLEXING OF THE TREE. BUT
NOT 50 LOW A5 TO LOSE HEAD OF TREE WERE
SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS.
THE HEAD TO DROP MAIN TRUNK
(2) SETS OF GINGH TIES SPACED 24"
APART, ATTACH WITH GALVANIZED
_ SCREWS TO 61 LODGE POLES. ,I I II III-I I III-III-III=I
12" MAX. . 2" DIA. LODGE POLE PINE STAKES I i
WITH WOOD PRESERVATIVE STAIN,
DRIVE A MINIMUM OF b" INTO
UNDISTURBED SOIL AND POSITION 1 1 ROOT BALL I I=) 11= �-
STAKES OUTSIDE ROOT BALL. _
ARBOR GUARD IN TURF AREAS — _ - — — — - -- 1 �I I
PLANT PiT TOBE (2) TIMES THE
=1 I I=1 I I=1 I I=1 11=III=1 �I I III=1 I I:
WIDTH OF THE ROOT BALL.
TOP OF ROOT13ALL TO EXTEND 2"
ABOVE FINISH GRADE. I IHEI I I-1 I M I I-1 I I-1 I Ed I I-1 I III-
TIGHTLY COMPACTED 5" BERM TO FORM -I I 1-1II-III-III=1 I I=I I �I I I=I 111=
WATERING BASIN FOR GROUND COVER 11=1 I M 11=1 I I=1 I I=IIM I I I-1
INSTALLATIONS. LOCATE OUTSIDE OF it III III I I I I I Ed 11 i I III
Note: PLANT PIT. BER45 IN TURF AREAS TO BE
Trim fronds to 6-8' REMOVED PRIOR TO CITY ACCEPTANCE. NATIVE BACKFILL WITH NO
ROCKS GREATER THAN 5"
and tie for 30 days. DIAL- T .
Palm trunk (trimmed) _ -_ __ ur�ISTURSED NATIVE SOIL.
6700T
/ / Ilill�III
6" 3" berm NOTES:
" — -F-Finish ade I I 111=1 I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EVOE
OF ROOT BALL. DO NOT CRACK ROOT BALL.
I NATIi/E BACKFILL WiTH NO
Palm rootba11 (trimmed) I _ ___ _. I I I I I I K' CATER THAN 5w VIA. �ec
� ft, 5 FLANT I NC7
Sand backfill I�I I I-1 11==1 I I\11=1 11
6ETERAL. COND1TION5 IRRIGATION SPEGiFIGATIONr G. BACKFLOW PFMVVNTER: The backflow prevention device V. DRAWIN65 (AS-aALT5)=
spewIfled herein shall be verified with Local Plumbing
I. CONTRACT DOCUMENTS= 5-011 consist of specFfcatiOM and its I. SCOPE OF WORK= and Health Godes. In the event of any conflict on the Procure from landscape Architect tra»pa er (oza")
general conditions and the drawings. The intent of these device or Installation methods the Landscape Architect of popping layout and accurately locate valves,
documents Is to IrnckAe all labor, materials, and services The Contractor shall provide all labor,tools, shall be notified PRIOR TO BID OPENIN6. existing trees for future use, remote control valves
necessary for the proper executlon of the work The machinery and processes necessary to install a with number of stations,and wiring from controllers
documents are to be considered as one, and whatever Is complete Irrigation system as shown on the plans D. TEST'S: to remote control valves. Dlmenslon from two
called for by any part shalt be as binding as If called for and/or specified herein. 1^hen completed the peirn�► features such as buildand walks. After
by all parts. irrigation system shall be 100% coverage system h I. All mal, lines and lateral Ines which have that Inspection ings ction and before final pcynent,
total functioning manner. glued joints under poving In the system shot be transparency shall be delivered to Landscape
2. VERIFICATION: The contractor shall verity rneosureornen on capped aid pressured figsted at 150 pet. Architect. One set of prints shall be supplied to
the drawings before beginning work In case of error or If. 6ENFRAL Owner by the Contractor.
discrepancy In the drawings or specifications or in work of 2. Pressure shall be sustained In the lines for not
others affecting his work, he shall notify the owner's A. VERIFICATION OF DIMENSION: All scaled dknensbns are less than four hours. If leaks develop the VI. GLEAN-UP:
representative hmedlately. The contractor shall be held approximate. Before proceedhg with any work, the joints shall be replaced and the test repeated
responsible for any damage or loss due to his folture to Contractor shall carefully check and verify all until the entire system Is watertight. A. SCOPE AND FREQUENCY: After all Installation
observe these instructions. dlrnenslons, spacing of shrhker heads, location of operations have been completed, remove all trash,
valves and vacuum breakers, and proposed P.O.G. shall 3. Tests shall be observed and approved by Owne'is excess soil and nebbish from the property. All scars,
3. 1-16 - All work shall be performed by a C-77-CaliforTnla be as Indkated on the drawings. Any deviation from representative prior to backflll. ruts or other marks In the area caused by this work G. DIMENSIONS: All scaled dimensions are approximate.
Licensed Landscape Gontroctor. the plans must have the approval of the Owner's shall be repaired and the ground left In a neat Before proceeding with any work, the Contractor shall
Representative or the Landscape Archttect. 4. When the sprinkler system is completed,(and and orderly condition throughout the site. The carefully check and verify all dimensions and
4. INSURANGE: The Contractor shall cagy all Workmen's before planting Is begun) the Contractor, In the Contractor shall pick up all trash resulting from this quantities and shall Wri mediately inform the Landscape
C,ompesatlon, Public Lkblilty and Proper Damage insurance B. VERIFICATION OF FiNISH GRADE= The Contractor shall presence of the Owner's representative, shall work no less than each Friday before leaving the site, Architect of any discrepancy between the information
as required by all applicable codes, regulations and the Inspect the site and check all finish grades within test the coverage of water afforded the lawn and once a week and/or the last working day each week. on the drawings and actual conditions refraining from
owner. the work area in order to Insure the proper soil planting areas an completed and adequate. The All trash shall be removed completely from the site. doing any work In said areas until given approval to
coverage (as specified) of sprinkler system pipes. contractor shall furnish all materials and do so by the Lcrzlscape Architect.
perform all work required to correct any VII. GOMiPLETION:
G. WATER SUPPLY: The Contractor shall verify and be hodequacles of coverage disclosed. 111. MATERIALS:
faratllar with the source of water supply to tFW A. INSPECTION= inspection of complete "ligation system
sprinkler as Indicated on the drawings. S. The Contractor shall Inform the Owner's will be made at pre-maintenance and final inspection A. SOIL
representative of any deviation from the plan for planting, per arrangement with Landscape
D. PERMITS AND FEES: The Contractor shall apply and pay required by wlnd,planthg, soil or site Architect. I. Organic knerdnrent - shall be Mtrager►-�tabttized
th
for all necessary permits and fees required In e conditions that bear on present coverage. shavings, bark or sawdnt that meets the
pursuit of his work as required by the governing B. 6UARANTEE5. The entire sprinkler system shall be following barkrezVerhehts:
codes. E. SPRINKLER HEAD INSTALLATION: guaranteed by the contractor as to material and
6. CONSTRUCTION SAFETY= The d&91gn, adequacy and safety of workmarishlp, -ducting settling of backfilled areas Particle size=
erection, excavation, brmhg, shoring, temporary supports, E. CARE OF EXISTIN6 BUIL.DiN55 AND SITE: The Contractor I. Shrubbery or ground cover spray heads adjacent below grade for a period of (1) year following the Mlny� q� ping 4 mesh screen (V40)
etc., is the sole respons"Ilty of the Gontractor, and has shall be held responsible for the core and to cubs or walks shall be hstarled b' away � date of final acceptance of the work n �qr�If, within oe bO% passing mesh screen (1/50)
not been considered by the Landscape Architect or his preservation of all existing build" and structures from the curb or walk and the nozzle shall be b year from the date of completion setting occurs, and
consultants. The contractor is responsbie for the on theoperty and ad a) cent premises and contiguous alcove finished grade, unless otherwise ad�stments h pipes, valves and sprinkler heads, sod Salinity=
stability of any structures and excavations and shall proper Any part of ti►em injured, damaged or Indicated. or paving Is nec essory to bring the system, sod or Shan be no - than 35 ions
per
provide the necessary bracing to provide stability during dlsturbed because of his work shall be reving polred, pato the pr level of the perYrneanent Tod", centimeter of 25 G as measminu-ed by saturation
the entire construction progress. Observation visits to the replaced,or cleaned 's C
by him at his expense. 2. Shrubbery spray heads adjacent to buildthe _ontractor, as part of work under this contract,
site by the Lon e
a Archltct or his consultants shall not fences, or sirnllar structures shall be installed shall make all ad tments without extra cost to the extract condauctMty.
Include knspectbn of the above *,my*. F. REVI61 OF DRA W465: It Is the Contractor's b' away from the structure and the nozzle shall Owner, hckK*q the complete restoration of all Nitrogencontent:
responsibility to review lon draw and note be 6' above finished grade. Ian or other oveements of O. fr soHdust or shavings
espons � i''n"igat � 9r' Shrubbery spray damnaged p ng, Paving �' any
'i. SURVEYS PERMITS REe"TIONS= The owner shall furnish an any areas he believes oddlttonal heads or valves are heads not near paving or structures shall be set kind. ID% for bark
adequate surve� of the property. The contractor shall required prior to submitting a bid. If no changes are b above finish grade, unless other wise
obtain and pay or ail permits and comply with all laws and submitted the Gontrmtor is responsible for full Indicated. G. RESPONSIBILITY: .should any operational cWtooulties
ordinances bea,hg on the operation or conduct of the work coverage of the sprinkler system andprovldng h connection
anddction with the sprinkler system develop within
as drown specified. If the contractor observes that a attlorwl equipment as necessary at the Contractor's 3. All sprinkler heads are to have swing joints as the specified guarantee period which Is in the opinion
variance exists therewith he shall promptly notify the expense• detailed. of tine Landscape Architect due to hferlor material 2. Commercial Fertilizer - shall be commercial
owner's representative in wrong, and any necessd ry changes and/or dip said dtfficultles shall be grade, granular, 'pre-plant' fertilizer. One
shall be adjusted as provided In the contract forchanges 6. 60VERNIN6 REe"TION. All local, municipal and state 4. Install sprinkler heads per details. immediately corrected by the Contractor to the Half of the container nitrogen shall be readily
in the work. laces, rules and regulations governing or relating to sotisfactlon of the Landscape Architect at no available for initial feeding. The remaking E. STAKES All stakes shall be as per details.
any portion of this work cre hereby Incorporated Into F. SPRINKLER HEAD ADJUSTt�- additional cost to the Owner, Including any and half of the nitrogen and all of the contained
b. PROEGTION OF WORK,PROPERTY AND P RSON, The contractor and made a part of these specft-crtlons, and their all other damage caused by such defects. potash shall be derived from non-lemhing, IV. OBSTRUCTION BEL.ON GROUND
shall adequately protect the work adjacent property and the provisions shall be carried out by the sprinkler I. The Irrigation Contractor shall fhnh aid adjust coated, controlled release fertilizer for
public, and shall be responsible for any damage or injury contractor'• all sprinkler heads for optimum performance and D. INSTRUCTION: After the system has been completed ad systahed feeding of four to six months, in a A- CONTRACTOR'S RESPONSIBILITY= The Contractor is
due to his act. to prevent oversproy onto walks and build" as the connections made, the Contractor shall instruct slow soluble, non-burning form. responsible for verfyng the locatlon of all utility
H. DIA6RAMMATIG DES16N= This design is diagrammatic. much as possible. This shall include selecting the Owner or his representative, in the operation and Vries and other underground obstructlons so that
cf. CHANGES IN THE WORK: The owner may order changes in the All pipe, valves, etc. shown within paved areas are the best degree of arc to fit existing site maintenance of the system. Fertilizer shall be delivered to the site in the proper pr e;<autlons may be taken not to distxurb or
for des cl rifitid shall be Installed situations. original unopened container,bearing the
work. The contract sum ling adjusted accordtrigly. All � caon only an _ damage, such imnprovernehts. In the event of a conflict
such orders and adjustments plus claims by the contractor in planter areas where possible. Never install E. TEMPORARY REPAIRS: The Owner reserves the rght to manufacturers guaranteed analysis. Any between such Ines andplant locations, the contractor
for extraut
s must be made before exechg the work involved. backflow preventers h lawn areas, always h shrub 6. GLO51N6 IN UNINSPmking
EGTEP WORK: make temporary repairs as necessary to the fertilizer that becomes caked or damaged, mashall promptly not the Landscape Architect, who
areae. sspprrinkler system equipment h operating Gond Ion. It unsuitable for use, will not tx accepted. shall arrange for the relocation of one or the other.
10. PROVISIONS FOR EXTRAS- No new work of any kind shall be The Contractor shall not allow or cane any of his The exercise of this right by the Owner shall not Failing to follow this procedure, the Contractor shall
I. INSTALLATION: All ion materlols shall be . work to be covered or enclosed until It has been relieve the Contractor of his r "Ittles under 3. Soil Goncitti Ww" - shall be Rural
considered an extra unless a separate estimate b given for �� espons grade at his own expense maks any and all repairs for
said work before it Is commenced and until some is approved installed In accordance with the tecFnlgtes and Inspected, tested and approved by on authorized the terms of the guarantee as herein speclFled. gypsum, soil sulfur and Iron sulfate. damages resulting from his work.
by the owner, and then not unless the owner first so ordered specificatlons set forth by each respective representative of the Owner. Should any of his work
monufacturer. All inert Ne literature be enclosed or covered before such tion and 4. Fine - shall be clean, natural fine seared
h wrong and the particular extra work b tfbd h Pert �� �c V. FINISH GRADING
mnanuf
Issued by Ow" acturers becdeleterious m
t of these test, he shall uncover the work at his own expense and free from deleterious c
l weed seeds,
writing and the cost agreed upon between the owner and the lay
Iftcatlons after been approved the after it has been ted, tested, ad owed, balls or rock with 95% minimum a No. 4
contractor. Except for extra work ordered by the owner ming c �Pr Pansn9 A. TILLING: Till all planting areas as herein specified.
according to unit prices which have been bid, any extra workOwner's authorized representative. Such installation shall make all repairs with like materials necessary PLANTING SPECIFICATIONS sieve and 10 mem passing a No. 100 Steve.
performed, not authorized as provided above, will not and practices shall be followed only If the directions of to restore all his work and that of other Contractors B. UNIFORM GRADE: After tilling, all areas shall be
carrot be paid for by the owner. the kr ion drawkacis and speclfIcatiors do not to Its original condition 5. Peat Moss - shall be a commercial, baled brought to uniform grade by floothg or hard raking.
T I. SCOPE OF WORK:
tFior ly and connF�etety order the methods or Canadian sphognuma material, with ph of 45 to
techniques to be followed. Install all and A. Fiurnhsh all labor, mateNols, and 55 the moss shall be free of material and
II. suesTITvnoNs= All materials shall be specified urates the q �''p"1Gnt woody G. GRADE RELATIONSHIPS: Finish grade of planing a�ecas
materials as shown h details. H. BACKFILLING to Ovide and Install !ant materials as shown on
mherals or foreign matter harmful to plant
draw or as (fled herein. life. '5u,shhe' brand or equal.
contractor can establish the fact that they are unavailable, P after application of sell amhehdmnents shall be I below
finish floor of building or as noted by spot
and �{itvtlors are awed In writ the 1 SITE PROBLEMS: The irrigation Contractor shall not I. Backfill shall not be placed until the Installed �c elevations.of concrete wallas and ux�b grades and 6' below
willfully Install the sprinkler system as Indicated on sprinkler system has been inspected and approved B. Work Included h this Sectio>rnfitems Inckuded but not
12. GORREGTION OF NOW: The contractor shall re-execute any drawings when It to obvious in the field that there by the Owner's representative. limited to)=
work that falls to conform to the requlrem►er is of the are unknown obstructions, grade differences, and/or D. SLOPE FROM BUIL.DINeS: Soil areas adjacent to
contract and shall remedy defects due to faulty matertcds or dbcrepahctes in the area dimensions urhtll such 2. Trenches shall be backfilled with a mnhrnurn of I. Grade, he mhoundlni molding and shaping buildings shall slope away from the build" at 2A5
workmansh upon written notice from the project for conditions are brought to the attention of the 4 of fine granular materials to protect, the surfaces of al plaiting areas as Indicated minimum for 10 feet, and shall continue to slope at a
a period of ninety (90) days from date of completion of the Landscape Architect. pipe from the clods of rocks the remailng hckudhg the removal of existing vegetation mmhmum of IAS until water drams to street or storm
contract. The Irrigationtem shall carry a one geor excavated dirt can be used as backfill. The unless otherwise specified. system.
guarantee. The par as►ph applies to the work of III. MATERIALS: Contractor shall not place detrimental subsoil
subcontractors as well as employees of the contractor. h tine top b' of backfill. 2. Prepare and till soil h planting areas E. ROCKS OR CLODS: No rock or clods over 3/4' in
A. Sprinkler materials ad equipment shall be of type, ng diameter shall be on of ed taint bed.
13. LANDSCAPE COORDINATORS STATUS: The landscape coordinator size and location as noted and Indicated on the 3. If settlement occurs and adjustments h pipes, ssppecicified.hof all soil arrhehdmnents as
�p prepared planting
acts as the authorized representative of the owner in draw". Unless permf". lon to change Is granted from valves, sprinkler heads or sod are necessary to
con functlon witty the project manager, and has the authority the Land sr, > Architect or Owner's Representative, bring the system to proper working order, the 3. Furnish and plan all plaint materials as
to accept of reject materials or workmara.,hip and to make material are to be new and In perfect condttlon. No actor shall as a pat of the work under Indicated by the drawings and specifications.
mho- changes in work not involving extra cost. He will deviations from the speciftcatiors shall be allowed. this contract make all the necessary adjustment
also Interpret the meaning of the contract documents and may The decislon of the Landscape Architect shall be final without extra cost to the Owner. 4. Perform all pr nIng as required.
stop the work If necessary to Insure Its proper executlon. in the determination of the quolityy of materials.
I. AUTOMATIC CONTROLLER AND VALVES: 5. Stake and to all plant material an specified.
14. CLARIFICATION OF C RAMN65 BEFORE BIDDtN6= After reviewing B. EWPt- I TO BE FURNISHED:
he dwings ttnorough�y t b the contractors respornsbiltty I. A 120 volt electrical power outlet to the b. Provide for the tehance of the planing
tdra
tr w with the Lar►cfscc�e Architect or owner's I. Supply as a part of this contract the following controller shall be provided by others. The until acceptance ape
of the job by the Landsc
tools: Irrigation Contractor shall be responsible for Architect.
representative, �,NDSC f
reprerepresentative, anct
e, y tucstions many have mathe contractor king the hook-up from the outlettlet toto the
ing
regardthe method of construction, quantities, or quality aD
of materials Indicated or called out. If the contractor (� sets�l and teach ial tools required for controller. T. Dispose of all debts and surplus mhate�lab.
cannot contact the La,dscope Architect or owr>er s ng j� hg ���-�5 J.
representative, We contractor must Iffy his bid or tape of sprinkler and valve supplied on 2. All wire from the controller to electric control 8. Glean up
accept the Interpretation of the L;= Architect or this protect. valves shall be solid copper U F s 14=600 volt 'p9
owner's representative on the questionable areas as they direct burial. Use white wire for common, blue q. 6hxrontee cD ,
develop during construction. Two (2) five foot valve keys for operation of for lawn systems, black for shrub systems and 1
grate valves. red for krometer common control wire. Install 10. Mantenaxe
� No. LA l
In common trench with man lime pipe where
15. SAMc Landscape Architect reserves the right to take Two (2) for each automatic controller. possible. Provide minImitm, Ie' cover. II. VERIFICATION OF SITE CONDITIONS: �\�\�.
and ze les of materials for conform�y to � �s
specifications at any tine. The contractor shall furnish
samples upon request by the Lancisrape Architect. Rejected Four (4) quick coupler keys and matching hose 3. We corrections shall be made with �' A. EXCAVATION= The Contractor shall verify exact
material shall be uest by the removed from the stt. and swivels for each type of quick coupling valve wire com--ctor sealing packs *3516 or Spears locations of all existing sub-- u c ce utilities
replaced at contractors expenseThe cost of testing Installed. 'Drl-space' with scr alaDS 300. maechanical and electrical prior to excavation. �y
OF
materials root meeting specd
tflcattons shall be paid for by utilities A.G, concrete work etc., estroyed
the contractor. 2. Turn over the required equipment to the Owner at 4. There shall be a control wire from each control or b work under this contract shol l be
We conclusion of the project, prior to final valve running to the controller, and each repaired or replaced at t#ne Contractor's expense.
16. PRE-GONSTRllGTION CONFERENCE, Schedule a pre-construction Inspection. control valve shall be connected to the common
meetng with the Landscape Architect at least '1 days before gr'ound. B. SUB-SURFACE DRAINAGE OR SOIL CONDITIONS- Should sub-
""ng work. The purpose of this conference is to review surface drainage or soil conditions be encountered
any questions the contractor may have regarding the work iV. INSTALLATION: 5. Alecctrlcal wank shall comply with applicabledb-hv
which would be ewtal to growth or survival of
histrativc procedures dur^Mag constructions and project A h lant material, the Contractor shall not the O
work schedule. EXCAVATION= pp
Landscc>pe Architect writing stating condltlons N
6. Install all valves per details. and submitting a proposal covering cost of correction
h. COMPLETION: completion is defined as being when all I. The Contractor shall verlfl exact locations of If the contractor fans to notify the L.andscope
conditions of the contract have been accompllshed. all exist" subsurface utilities (any Architect of such conditions he shalt be responsible l
Specifically whoa all Items are Installed, the areas cleaned rnecharitcal and electrical) prior to excavation. for plant material under the guarantee clau.,e of the ply o
and the maintenance period satisfactorily completed, and hen Any utilities, A.G. concrete worketc., specification. DE3�TM OF REVION DATE APPROVED_ N
all special tools and equipment, instructions, written destroyed or da=by any work under tib
guarantees, the contract
plans, nein releases and any iters G`o actor's l be repaired or replaced at the CITY OF RANCHO CUCAMONGA "
required by the contract docurnerhts have been properlyexpense.
executed and delivered to the owner.
2. Trenches for pipe shall be cut to required grade
v
The Landscape Architect shall have full outto accept line at a true gradlent to provide uniform
or reject the contract items ad will promptly notify the support for the full length of pipe. o
owner completion. 3. SPEC'ffm-1CATK)NS
3. Depth of trenches shall be sufficient to provide
Ie. 6UARANTET!: In addition to specified 9"w tees provided for for a minimum cover above the top of the pipe as FOOTHILL
00THILL CROSSING
in the separate sections of the speclficatlons, the noted on the drawings. o
contractor shall guarantee In writing all workmansihip and
materials to be free from defect for a period of one year B -,aNtNl� ��= LANDSCAPE ARCHITECTURE PLANS
i
from ltheoll dale of �` of 1e weork the °' "' '°' FOOTHILL BLVD. & DAY CREEK BLVD.
addttlornal cost to the owner. I. The Contractor b respasble to be familiar Lai
with the methods of osserrbing,joking, and
Installing the various tape rof pipe to be used.
He will adhere In stricf McodancDATE:
e with the APPROVED BY.-
manufacturersprocedures. CITY EN3P-NT-R RM 24M �
2. No PVC pipe shall be threaded and all b ca loon pEMM PLAN PWPAFVO W v
from PVC to metal piping shall be by PVC male,
thread adaptor fitting. 'ETSepira Associates, Inc. 0
WtAVRil Landscafx Archite.ture.Land Planning.Urban Design **MT V
722 N.Diamond Bar Blvd. T.(909)8614130
JET .,. -r- A- Diamond Bar,CA 91765 F.(909)861-3709 L-V o
7
RLA NO DFtkwm "a o,
TieDATEOCT 25, 2004 ME0354 q Q - L, o
/
PROJECT SHEET NO. OF
N. WAD CONTROL: F. WATERING Each section of ground cover shall be F. APPLICATION: XVIILMARANTEE:
Immediately watered upon completion of planting, and
A. KILLING WEEDS: Contractor shall germinate and destroy thereafter as required. I. Apply the hyclromuuic" In the form of a 9" A. 5HR1)D5: All shrubs shall be guaranteed as to growth
existing weed seeds before pr areas for consisting of organic soil amendments, and health for a period of ninety days after
Planting. Sufficient water shall 1: applied n
to cause 6. SPAGIN6 FROM ED6E, The first row of ground cover commercial fertilizer, and other chemicals completion of the specified mointen rve perlod and/or
week seed to sprout. Yowq weeds shall then be should always be within b' of the edge of the planting called for. Hhen hydr oullcally sprayed onto the final acceptance by the Owner.
destroyed and removed before they have opportunity to area. soil, the mulch shall form a blotter lice
set seed. material. Direct the spray operation so that B. TREES: Trees shall be guaranteed to live and grow In
X. SEASONAL COLOR: the slurry spray will also penetrate the soil acceptable upright position for one year after the
S. ADDITIONAL For additional weed killMtg, surface as to drill and mix the slurry specffled molntendrtce period and/or final acceptance
refer to Planting Notes on the Planting Plan. A. INCE: Refer to Paragraphs V. VI. VII. for finish components Into the soil, thus ensuring maximum by the Owner. The owner must provide adequate
grading, weed control, and soil preparation. impregnatton and coverage. The Impregtotlon and m ointenonce to insure the extended guarantee on trees.
VII. SOIL PREPARATION: mixing of components will help In retaining
B. 501L PREPARATION: Prepare the soil as per these moisture while stabillzing soil surface from G. DEFINITION OF DEATH: Plants which die or lose more
A. SOIL REPORT. Before starting soli preparation the sper-Wicotions and the Planting Notes on the Planting superficial erosion. than 30% of their original leaves shall be replaced.
Contractor shall submit a soil report to the Owner and Plan
Ladscq�,e Archftect. If no loll report Is submitted 2. Spray the area with a uniform visible coat using D. : The Contractor within seven (7) dogs of
It will be assumed that amendments were not added and G. 6RADIN6: Areas shall be raked and floated smooth to the dark color of cellulose fiber or organic written notlficotton by the Owner shall remove and
the Landscape Contractor will be requested to give a provide a true and uniform surface. amendment as a visible guide. The slurry shalt replace all gucr nteed plant materials which, for any
credit for soil preparation. be applied In a downward drilling motion via a reason, fall to meet the requtrements of this
D. GIUALITY OF PLANT'S: Plants shall be healthy arcual fan stream nozzle. guarantee. Replacement shall be made with plant
B. COMPACT® AREAS: Soil areas that are compacted to plant material In 4' pots In boom. materials as Indicated or specffled for the first
more than 92515 during site preparation shall be ripped 6. TIME LIMIT: All hyci^oslu ry mixture that has not been plontW-9 and all such replacement materials shall be 2• Minorpick-up Items ff" be comply during the
to a minimum of 12" prior to be-gining soft E. PLANT PITS AMS FERTILIZER: Each plantftp for used within two (2 hours shall be disposed of off- guar as specified for the original guaranteed basic maintenance period such as:
preparation. These areas shall be, defined by the seasonal color shall be b'xb'xb' with one teaspoon of site at the Contractor's expense. material.
Landscape Architect and be billed as on bone meal mix Into the backfill mix. fuse shrub a. Resodding of bare spots in lawn.
extra If the unit price Is quoted in the bid. backfill mix). Do not use Agrlfom plant tablets. H. CLEAN-UP: Any 9" sprayed or spilled In an area XIX. MAINTENANCE b. Replacement of doamages or non-conforming
other than that designated it the plans shall be Plant material.
G. METHOD OF MIX%5, If the slope Is under 2 Irl to I 6. WATERING: Each section of seasonal color shall be cleaned up at the Contractor's expense. A. MAINTENANCE PERIOD. The mofrttenance period shall c. Re-staking or tying of trees.
the soil preparation materials should be broadcast Immediately watered upon completion of planting, and commence upon the Owner's written approval of all d. Lowering of sprinkler heads to grade after
uniformly over all landscape areas and worked to a watered thereafter as required. I. RE5FEDIN6: All bare spots shall be reseeded by the phases following
plonti� installation and shall be for the turf has establtshed.
depth of b" by a rototiller o' other acceptable Contractor within ten (10) days. The Contractor will period: O DAYS. f. Replacement of unauthorized substitutions.
mechanical means to obtain a uniform blend to H. SPACIN6 FROM EDGE: The first row of seasonal color be responsible for all reseed areas for as long after B. FINAL MAINTENANCE INSPECTION: At the and of
the soil. If the slope s greater than 2 I/2 to I the should always be within b' of the edge of the plant" seeding as necessary until an acceptable s of B. 6 NERAL: The general care and me tencin a of all
an►aIntenarnce period and when ground covers crud turf
amendments shall be hydraulically applied for areas areeed
a. hydrosed material is realized and approved by the areas shall constst of proper watering, fertilization, have established and all Ick Items bout been
over 1000 square feet and raked in for small areas. Owner. weedfrq clean-up to motntoin all plants and turf i1 a P -up
For the soil amendment mix refer to the Planting Notes Xi. LAWN MATERIALS i PLANTiN6 OF APPLICABLE): healthy, growing condition and as noted below. completed, the Contractor =1 request request a final
on the Planting Plan. J. 6ERMINATION STAGE IRRIGATION: Approximately twenty maintenance inspectlon. The Contractor will be
A. QUALITY: Sod shall be *erode, machine cut at a five (25) hours after hydromufching the planting G. GROUND COVER: erourd cover from flats-areas without advised by the Landscape Archftect at the final
D. EXTRANEOUS MATERIAL: In addition to the work uniform thickness of 5/b' excluding tip growth and areas, Initiate the watering sequence. The water overseed - apply a pre-emergent herbicide in inspection that work is o• s not satisfactory.
or
specified above the Contractshall remove all thatch, weed free and shall be no loss than eight should be left on long ernoucghn to moisten the soil accordance wfth the manufacturer's printed I. If the work s satisfactory, the baste
extraneous material that s exposed on the surface and months nor more than sixteen months old. thoroughly to the depth of fiber, taking care not instructions.
grade to facilitate run-off of surface water. to super saturate or to wash the fiber or soil maintenance period will and on the date of the
B. TIMING: hntollotion shall take place within 24 hours particles off the slopes. The Contractor will have to D. FERTILIZATION: Maintenance work shall Include Inspec
E. DELIVER SLIPS: Supply delivery slips from the after harvesting. repair all seed washing or erosion at his own expense. fertilization with a commercial fertilizer at 30 day 2. If the work Is unsatlofac-tory the basic
supplier for the soil amendments to the site (bulk The fiber and seed must be Irrigated lightlyy and intervals as noted herein. The fertilizer may be
bads from the Contractors yard will not be accepted. G. : Refer to Paragraphs V. VI. VII. for finish frequently to maintain optimum moisture content: for superseded by the soils report and shall be approved maintenance period will continue at no
Supply a" bogs for fertilizer to the Superintendent grading, weed control, anum d soil preparation. maximgermination. At all tines the Irrigation by the Landscape Architect. additional expense to the Oester until the work
of the ) system must be observed while In operation. has been completed, aspected and approved by
D. PREPARATION: Sod area prior to planting shall be Irrigation sequence must be determined by air E. WEEDIN6. Any concentrated development of weed growth tine Lupe Architect.
)ill. SHRUB AND TREE PLANTIN6: rolled lightly and watered to a depth of 60 the day temperature, prevailing wind velocity, soil texture, that may appear In planting areas du"'Ing G.the GFAILURE TO PASS INSPECTION: If work falls to
prior to platting. If any air pockets are found, the orientation and other logistical problems. It s maintenance period shall be removed at 10 day Pans
A. GORRFIATION: Trees and shrubs shall not be planted area shall be regraded as necessary. Lightly water Imperative that the soil be kept moist at all tures Intervals. The Contractor shall remove such final arspection, any subsequent inspections must be
until off operations in conjunction with the the area to be planted just prior to planting. during the germination period.. The light, fregvent concentrations of weeds manually. rescheduled as per above, and will be c icrg-d to the
Installation of the sprinkler system have been Irrigation sequence should continue until the Contractor at the prevailing hourly rate of the
completed, final grades have been established, and the E. INSTALLATION: Sod shall be bid in a staggered seedlings have grown beyond the germination stage. F. GROUND COVER AREAS: Cultivate all non-hydroseeded Landscape Architect•
planting beds properly prepared by cultivation and pattern, with tient Joints and In the same direction ground cover areas at not more than 10 day intervals.
fertilization as covered In these specifications. each time. On all slopes sod shall be installed from K. ESTABLISHMENT STATE IRRIGATION: The irrigation
the bottom up and the newly laid sod should be sequence (frequenq be reduced while the 6. SHRUB5 AND TREE5 All shrubs shall be pinch-pruned as
S. HANDLING AND STORA6E: All plants shall be handled and protected by Holking on boards as Installer moves duration of each HoterIng cycle will be increased. A necessary to encourage new growth. Dead, wilted
stored so they are adequately protected from drying upward. On metal stoples will be allowed. No sod of specific watering program 11 be approved by the flowers and dead foliage shall be continuously
out, sun, Hhdbvrn or any other Injury. loss than 00 In length will be allowed. No sod of Owner and Londsc9x Architect but should approximate removed. No pruning shall be done to shrubs or trees
less than Ib' in length will be allowed. waterIng once a day through completion of the without the approval and under the direction of the
G. PLANTIN6 TIME: No planting shall take place during maintenance period. Landscape Archttect. All wounds over I-I/2 inches In
extremely hot, dry, windy or freezing weather. F. JOINT'S: Adjoin the section of sod faTMy :ogc diameter shall be seated with an approved tree seal.
If air spaces occur between sections of sod theymost L. HARDENIN6 OFF 5TA6E IRRIGATION: At the end of the q0•-
D. LOCATIONS: Relative position of ail plants and trees be filled with sand or have the sod relaid. day establishment period, as determined by the H. TURF AREAS: Edge and mow to a height of 2 inches
s subject to approval of the Lo ndsccnpe Archttect and Landscape Architect, reduce the watering equency to whenever the turf reaches a height of 3 inches. brass
they shall, if ne be relocated at his 6. ROLLING: Roll sod with an adequately weighted roller once every three (3) al Increasing creasthe clippings shall be removed off-site.
s
direction as part of this contract. to smooth out the sod bed. duration of the water sufficiently to allow for
maximum water penetration for the expanding root I. SU135LIRFACE DRAINS: All subsurface area drain shall
E. DISTRiBUTION: No macre plants shall be dstributed H. PROTECTION OF ED6E5: Regrode to protect the edges system, white at the some time taking care not to be perloclicolly flushed with cies, water to avoid
about the landscape area than car be planted aid from drying If mowing edge is not used. co use, erosion. The precise watering reduction program build-vp of silt and debris. Keep all drain inlets
watered on the some day. shalt be determined by the L.anndscope Architect. clew of leaves, trash and other debris.
I. WATERING: After Installation sod must be kept
F. CONTAINER REMOVAL: Plant contailers shall be removed thorouly watered to a depth of b'. No foot traffic XIV. SCOPE OF ER051ON CONTROL WORK: J. PROTECTION: During the maintenance period, the
when plant" the plants. Cans shall be split on both should allowed for 2 or 3 weeks from the date of Contractor shall be responsible for maintaining
sties. An axe or spade shall not be used. All Installation. A. ER051ON GONTROL: Installation will be required In adequate protection of all planting areas. Any
containers shall be removed from the site. locations specifically delineated on the drawings or damaged areas shall be repaired at the Contractor's
J. INSPECTION BY SUPPLIER: If there are any ctyestions as necessary due to field conditions. expense.
6. PLANTING PITS: All tree and shrub pits shat) have a regarding the quality of sod installation a
diameter of at east twice the diameter of the representative of the supplier shall be requested to I. The surface of the slopes shall uniformly smooth K. RE-HYDROSEEDiN6: The Contractor shall re-hydroseed
rootboll. Pit depths shall be minimum 12' deeper than Inspect the Installation and the Contractor called out and even with all debris and rocks raked out. all hydroseed areas eroded or non-germinating at the
the rootboll for trees and b' deeper than the root by the supplier's representative. The soil shall be sufficiently moist to permit end of each 30 days of maintenance.
ball for shrubs or as per planting details. the lam laying of erosion control matting and
XII. S® LAHN PLANTING (IF APPLICABLE. to prevent sloughing of topsoil. L. IRRI&ATION: All irrigation must be operating properly
H. PLACING: Plants shall be placed and held during and adjusted properfor efficient coverage and
backfill In an upright position In e
the center of the A. REFFIR CE: Refer to perogrcrpin V,VI,Vinba
, for 2. The erosion control not shall be d with minimum oversproy atly end of the maintenance
pit. Plants shall be held at, or slightly above finish grading, weed control, and loll preparation. the direction of flow of surface drainage,and period.
nursery level. The earth ball shall be kept Intact. In accordance with the manufacturer's
Any exposed roots shall be spread. inju••ed roots B. PREPARATION: Cultivate to a depth of 2" below finish direct{ons. The matting shall be cut to provide M. FINAL ACCEPTANCE. Hit be given at the end of the
shall be pruned. grade, remove stones, foreign growth of any kind and a usually pleasing slope. maintenance period for ail planted areas once
I. BACKFILL: Plant pit backfUlIng soft shall consist of extraneous matter, and gra to remove ridges and h4dr0seed germination and plant estobllsh m& has been
I part nitrocien stotAllzed soHdvst - 2 parts topsoll. depressions so that areas after settlement will 3. The matting shall be stapled In place and firmly obtolned and there are no barren areas larger than 3'
Materlals ofiall be thoroughly mixed before conform to the finish grade. Roll and rake 1191' y embedded by means of tamping or rolling, as x 3". All plants must be In a healthy, growing
replacement. In addition to backfill corrnerclol until the surface s smooth, friable and of unffom approved by the Owner, to ensure that the condition as approved by the Landscape Archltect and
fertilizer 20-10-5 Agrfform 21 gram tablets shalt be fine texture. matting is In contact with the soil and that no Owner.
added to plant pits at the following rates: erosion can take place under the matting.
G. SOWING: Sow lawn seed In the area designated on the N. CONDITION OF SITE: During the maintenance period,
« one tablet per one gallon container drawings at the rate as designated on the planting 4. Planting of turf, ground covers, shrubs and/or keep the project neat and free from debris at all
i two tablets per five gallon container notes. Sow the lawn In two directions. vines may be required In areas protected by tines. Obtain the Owner's approval for onsite storage
10 three tablets per 15 gallon container erosion control matting as specified In the of equipment or maintenance materials.
• four tablets per 20' and 24' box D. TOP DRESSIN6: Rake lightly, spread 1/4' of Par-5 top pians or as becomes necessary.
' five tablets per 30' box dressing with a mechanical spreader,roll with 200 Ib. XX. FINAL CONSTRUCTION INSPECTION AND FINAL
10 six tablets per 36' box roller and water with a fine spray. XV. MAINTENANCE IN5PEGTION:
i seven tablets per 42' box �NDSCAp f
• eight tablets per 60" box XIII. HYDROSFEDIN5 SPECIFICATIONS (IF APPLICABLE): A. 6ENERAL: The Contractor shall Immediately replace A. FINAL CON5TR11CTiON INSPECTION. Hhen all landscape S J.
* nine tablets per "12' box any and all plant materials which for reasonIn
die Improvements have been stalled In accordance with �t�,Q` FCGC►y
r ten tablets per b4' box A �
eFNFPAL: The hydronulch shall be applied In the form o• are damaged while under his acre locements thetars and speclfkatlors the Contractor shall 'P
• ground cover plants planted from flats or liners In of a sherry consisting of wood cellulose fore, seed, shall be made with plants of like kind and size In the notitpy the Landscape ArM*4&.ct and request a 'Final rn
2:1 o• steeper slopes shall receive one 5 gram mn
tablet chemical additives, comercaal fertilizer and water. some manner as specified for the original planting. Gorts tion' Inspection. If the Landscape Archltect a -•u
'" No. 2
per plant Hhen hydraulically aged on the soil ace determines work to be substantially complete and
hydromnulch shall �rmt a blotter INce ground cover XVI. C4 -l/P In conformance with plans and specifkcrtlorrs, the
irpregnated uniformly with seed and fertilizer and Contractor will be advised that the bask maintenance5
J. WATERi1,46: When the pit has been backfitied to three- rpt
shall allow the drsoion of moisture and rain fall A. GENERAL: After all Installation operotlos s have been period started. � \\E /
quarters of Its depth water shall be poured about the to percolate to the underlying loll. hycst^o-mulch completed remove all trash, excess soil, empty PIS \ .4'
roots. Air pockets shall be eliminated and backfill specifications may be superseded by the Horticultural containers and rubbish from thepr All scars, I. In order to be substantially complete, at least �lJ�•
continued until the backfill s marks brought to the grade soils test. nuts or other mks In the area caused this work the following must have been finished.
level. shall be repaired and the gr ouxd left In a meat and
B. SEED MIXES: Seed mixes to be used on this project ora orderly condition thraucnou{ tF►e site. Contractor a. All fine grading, Incldang elimination of
K. COM�4PACTTNG: Soenkffli 911011 not be compacted around desIgn�on the �lans and noted In the plant legend. shall pick up all trash resulting from this work no low points that hold runoff.
the roots or ball of the plant �""Ing or after G. 6U The andsca pe Contractor shall be less than each Friday before leaving the site, once a b. A complete asci operable Irriajation system.
planting. The sackful on which the plant bail rests responsible for the quality of all labor and materlols week and/or the last working day each week. All trash c. Installation of all plant moterlols.
shall be lk tN compacted. as provided by subcontractors and suppliers, Including shalt be removed completely from the site. d. seeding of all seeded areas.
seed mix, hydroshurry ingredients and their
M. STAKING= es Stokes shalt be driven to sufficient depth application. B. TOP SOIL: Excess topsoll shall be removed from the E
a
to hold tree r Id. Tree shall be supported by at site.
east two ties Tsee details). D. PRESOAKING SEED: Seed noted to be pre-soaked shall be N
N
done so In clean potable water for twelve 02) G. hEATNE-55: Leave the sidewalks and streets In a neat
O. PRUNING: Limbs,branches, cones and ru vwv which consecutive hours prior to hydroseedi ng. After and clean condition at the end of the day. I
require trimming shall be removed to leave a clean cut soaking is started, seed }id drys out will be deemed
flush with trunk. (pruning only as directed by the unacceptable. D. REMOVAL OF TA65: Remove all tags, labefs, nursery DESCRPTM OF I EMPON DATE CITY
o
aan
Landscape Architect). stakes d ties from all plants unless otherwise APPROVE N
E. PREPARATION: directed, only at the end of all Installatlons.
P. PLANTING BEDS: Planting beds shall be edged and N
cultivated to the line shown. Beat shall be br I. All Inydrdsiur^ry mixes shall be minced at the site XVII. PROTECTION: CI 1 Y OF RANCHO CUCAMONGA
to a smooth even surface conforming to established under the observation of the Owner and Landscape o
grades after full settlement has occurred. Architect as It s placed In the hydroslu ry A. 6ENERAL: At all times durconstruction, adequate
tank protection shall be provided or all planted areas LAN13SCAPE SPECFICATIONS
XI. 5HRL1B Go\IER AREAS: Beg �y �►►g against damage of any kind, until final acceptance by v
2. tcnkInwhen thegrs one�►aif throttle. the the Landscape Architect. a
A. RlE} NCE, Refer to Part"MFM= ,,. ,�. VIII. far lens FOOTH LL CROSSING
finish grading, weed control, and soil preparation. Hhen the water level has reached the heightof B. RE51RON5113ILITY: The Contractor shall be held
the agitator shaft and gom recirculation has responsible for the care and preservation of all
B. SOIL PREPARATION: Prepare the soil as per these been established, add the fert►nzer to the existing bvlldings adAstructures on the prop�"�! � LANDSCAPE ARCHITECTURE PLANS J
specifications and the planting Notes on the Planting wmixture Ohe tank ith water at this hallll)be at least 113 filled adjacent
d enttnt pr because Any
art of them ori shall bye damaged
z
PIFOOTHILL BLVD. & DAY CREEK BLVD. W
replaced o• cleated by him at his expense-.
G. 6RADiN6: Areas shall be raked and floated smooth to 3. Open the engine throttle to full speed wh Hater. Add all hen
cthe
provide a true and uniform surface. tank ci I/2 filled r, sseedmix and chemicals by the WY � -tel DAM
624953
amerndrnants, fiber, �Tit�', ///�.�� r
D. PLANT PITS AND FER I L12ER: Planting pub for ground time the tank Is 2/3 to 3/4 full.
cover shall be 4' x 4' or adequate to accept material PRAM PlFaAFM IfY: 3:
from flats without crushing or deforming the rootboll. 4. Start spraying immediately when the tank Is full
Place a 20-10-5- Agriformn 5 gran fertilizer tablet In and the slurry is mixed. JET Uzi
eachound Cover. SepiraAssociates, Inc.
E. PLANTING: All ground cover areas noted on the plan DRAWN
shall be rooted cuttings from flats ad Shall be Landscajx Architecture.Land Planning.Urban Design SHEET
planted In staggered rows continuously under all trolls JET 722 N.Diamond Bar Blvd. T.(909)8614130
and sibs at the spacing Indicated on the pians. All .n -.%—LA— Diamond Bar,CA 91765 F.(909)861-3709 �_12 of 1 d
plants shall be protected from drying out prior to CHECKED c
planting. RI.A NO DRrvMlrl'_; NIX o,
TisDATEOCT 4 2004 FU No 1354 �-
0
PRO.-CT SFEE I NO. OF