HomeMy WebLinkAbout2329-LLandscape Plans For:
Victoria Pointe
LANDSCAPE MAINTENANCE
DISTRICT N0.9 PLANS
RANCHO CUCAMONGA, CA.
TRACT# 1 8466 APN 1100 -131 -01
Plans Prepared For:
LENNAR HOMES
980 MONTECI TO DRIVE STE #302
CORONA, CA 92879
ff
PHONE: (951) 817 =3500 FAX: (951) 817 =3599
VICINITY MAP
LMD AREA IN PLANS
INDICATED BY
SHADED AREA
W
Q
z
Q
WATER BUD(SIIET:
Maximum Applied Water Allowance (MA WA)
MAWA - LMD Areas
ETo KL LA Conv. MAWA
MAWA for LA = 46.78x 0.7x 6,575 x 0.62 = 133,489
Total MAWA = 111,663 Gallons per year
EAWU - LMD AREAS
Area description ETo KL LA Conv. IE EAWU
Low to Medium Water Shrubs 46.78 x 0.45 x 6,575 x 0.62 - 0.71 = 120,865
Total EAWU = 120,865 Gallons per year
MAWA 133,489 - EAWU 120,865 = 12,624 Gallons per year Surplus
LOCATION MAP
MILLER
I 0:16KI13 11:4 1
GENERAL NOTES"
FOR THE USE OF RECYCLED WATER FOR ON SITE IRRIGATION
1) ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE & MARKED RECYCLED WATER
2) ALL VALVE BOXES MUST BE PURPLE & MARKED RECYCLED WATER, THE COMPLETE BOX TOP & BOTTOM
SHALL BE PURPLE.
3) ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, SPRINKLER HEAD CMS, SPRINKLER
RISERS STRAINERS & ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR TAGGED
RECYCLED WATER DO NOT DRINK ON ONE SIDE & IN SPANISH ON THE OTHER SIDE.
4) CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED.
5) IRRIGATION CONTRACTOR SMALL SUPPLY AS —BURTS ON COMPLETION OF IRRIGATION INSTALLATION.
B) CVWD WILL SUPPLY RECICLEO WATER 00 NOT MOW SIGNS.
7) QUICK COUPLERS TO BE ACME THREAD TYPE & MARKED RECYCLED WATER.
8) WICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY.
4) ABSOLUTELY NO HOSE BESS OF ANY KIND SHALL BE INSTALLED ON RECYCLED WATER PIPING.
10) PRIOR TO TURN ON AND APPROVAL OF RECYCLED WATER IRRIGATION INSTALL TEMPORARY RP BACKFLOW
DEVICE ON LANDSCAPE PER CVWD STD. DRAWNC (UT WITH A STRAINER UPSTREAM OF BACKFLOW AND
A ACME THREAD WN:K COUPLER FOR RECYCLED WATER 2FT DOWN STREAM OF UST US". IN A
PURPLE VALVE BOX MARKED RECYCLED WATER.
11) THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES & RECYCLED WATER LINES SHALL BE 1OFT
AND THE VERTICAL DISTANCE SHALL BE AFT
12) IF A RECYCLED WATER LINE CROSSES OVER A DOMESTIC WATER PIPE, RECYCLED LIRE MUST BE SLEEVED
W /SCH 40 PVC PURPLE PIPE TWICE DIA. OF PIPE & EXTEND SET ON BOTH SIDES OF DOMESTIC PIPE,
13) SUBMIT T —HARO COPY & 1 —PDF COPY OF IRRIGATION PUNS TO CVW9 WTH STD DRAWING N42 &
THESE GENERAL NOTES ON THE TITLE PACE, & ALSO SHOWING A MINIMUM OF 1OFT SEPARATION FROM
IRRIGATION TO POTABLE SERVICES.
14) TYPE A COPPER OR BRASS PIPE FROM METER TO VT PASSED PROPERTY LINE WITH PRESSURE
REGULATOR OF TOURED) & ACME THREAD DUCK COUPLER INSTALLED.
15) NO LO7PE0 IRRIGATION SYSTEMS SHALL BE PERMn -IED, ONE SERVICE PER SYSTEM.
18) PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES
M DRINKING FOUNTAINS, PICNIC TABLES & BENCHES SHALL NOT BE CONSTRUCTED IN AREAS WHERE
OVERSPRAY FROM RECYCLED WATER COULD CORE IN CONTACT WT11 THEM.
18) DECORATIVE WATER FOUNTAINS SHALL USE POTABLE WATER, SUBMIT DRAWINGS SHOWING POTABLE LINES
TD ALL FOUNTAINS, ALSO PLANS SHALL SHOW ALL DRINKING & DECORATIVE FOUNTAINS, EATIMG AREAS,
AND SEATING AREAS.
19) PRE — CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF RECYCLED WATER
IRRIGATION.
RECYCLED WATER GENERAL NOTES
Cucamonga Valley A IY
Water District u9 a,T� 4�B
gwwla�aTei,Nwa sp•IA• J" t R.E_ DWiC OF OPEN I & LATE
OIWVa E 91Y. 2 or 2
GENERAL NOTES:
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION.
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW.
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND
SERVICE ALERT AT 1- 800 - 227 - 2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND
ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE
PLANS.
T WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND
STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER,
8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE
A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE.
9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM
THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL
COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF -OUT, FALL COLOR, FLOWER COLOR,
OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE
MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND
APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,
REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH
PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.
RECOMMENDATION.
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 -
438- 0525.
12, CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
• BETWEEN CITY- MAINTAINED TURF AND CITY- MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS
• BETWEEN CITY- MAINTAINED TURF AND ANY PRIVATE- MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS
• BETWEEN CITY- MAINTAINED G.C. AND ANY PRIVATE - MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
• BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
11 MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE
MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS
INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION.
14. PUBLICLY- MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
• PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
• PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED 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 ENGINEERING DIVISION.
PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
PLAN DATE IDENTIFIER
MARCH 15. 2015
THESE PLANS LAST MODIFIED
EF OR YO DG AL.EFff
° DIAL_ TOLL �
811
e1 AT LEAST THREE DAYS
BEFORE YOU TIRO
t ".DIGALERT.ORG
PROJECT INFORMATION:
DEVELOPER
LENNAR HOMES
980 MONTECITO DRIVE STE #302
CORONA, GA 925-79
(95 1 ) 5 1 1 -3500
LANDSCAPE ARCHITECT
PROFESSIONAL DE516N ASSOCIATES
1 793 W. ARROW HWY
UPLAND, GA 9 1156
(909) 949 -61 59
51TE LOCATION
TRACT: # 15466 LOCATED ON THE SOUTH EAST CORNER OF
ETIWANDA AVE. b MILLER AVE.
PROJECT TYPE
LMD LOT CONSTRUCTED AS PART OF SINGLE FAMILY DETACHED
RESIDENTIAL DEVELOPMENT
WATER UTILITY PROVIDER SUPPLY TYPE
CUCAMONGA VALLEY WATER DISTRICT (909) 987 -259 1
SUPPLY: DOMESTIC - POTABLE
INSTALLATION b MAINTENANCE
THE RESPONSIBILITY TO INSTALL THE LANDSCAPE WITHIN THESE
PLAN5 15 THAT OF THE LAND DEVELOPER. LONG TERM MAINTENANCE
15 THE RESPONSIBILITY OF THE CITY LANDSCAPE MAINTENANCE
DISTRICT.
APPROXIMATED LANDSGAPED AREAS IN 5QUARE FEET
DESCRIPTION
TOTAL AREA
RIVERWA5HED GOBBLE WITH BORDER
2,400 50 FT
DECOMPOSED GRANITE SURFACE
960 SQ FT
SHRUB PLANTING BEDS
6,515 50 FT
CONCRETE WALKWAY (NOT STREET 51DEWALK5) 670 SOFT
Soils Plan
In order to reduce runoff and encourage healthy plant growth, a soil
management report shall be completed by the landscape contractor. After mass
grading activities but prior to installation of any planting the landscape contractor
shall submit a soil core sample taken from a minimum of 3 locations on the site
to a depth of 12" to a certified agronomic soils testing lab for analysis and
amendment recommendations including but not limited to the following.
1. Soil texture;
2. Infiltration rate determined by laboratory test or soil texture infiltration rate
table;
3. pH;
4. Total soluble salts;
5. Sodium;
6. Percent organic matter; and
7. Recommendations.
The landscape contractor, shall submit documentation verifying implementation
of soil analysis report recommendations to the local agency with the Certification
of Completion.
SHEET INDEX
TITLE SHEET
CONSTRUCTION LAYOUT PLA
L1
L2
IRRIGATIONPLAN ................................................................... ............................... L5
PLANTING PLANS
L4
LANDSCAPE DETAILS .......................................... ............................... L5 -L-7
LANDSCAPE SPECIFICATIONS ............... ............................... LS -L 10
i
I
v■ MILLER A\v/Eo
OL ■
■ GENTER OF G013f -L E GURP� RETURN TO GENTER
GENTER OF GOPtIi3L E f5ORDER BORDER GURP6 3' -7" _
OF GONE LE f5ORDER GURU
TYP. - - - - -- --- - - - - --
Lu
IJ.J h + 1
LLI ■ tjV L .1.
N k4C\
LD
Lu
V / CITY MAINTAIN
._.. _ .. .._ . .. .. .. .. .. .. .._.._.._.._.. RIGHT OF WAY
DIMENSIONS TAKEN FROM PRO EGT PERIMETER 2
PUbLIG SIDEWALKS, GUR6 FADE OF STREET CURB MASONRY WALL PER
RAMPS PER STREET TO OUTSIDE EDGE OF SEPARATE PLANS
IMPROVEMENT PLANS 6OKDER G1JR6 TYPICAL PRIVATELY MAINTAIN
5' TYP.
STARTING AT pAGK
CORNER OF SIDEWALK
AS SHOWN
PU�LIC SIDEWALKS, 6UZ6 -
RAMPS PER STREET
IMPROVEMENT PLANS
DIMENSIONS TAKEN
FROM GOOK OF WALK —�
TO OUTSIDE EDGE OF
6ORDER CURB.
ui
Q
Q
Q
z
Q
Lu
o_LJ
X2,_11„
PUBLIC SIDEWALKS, GURU O
RAMPS PER STREET 2
IMPROVEMENT PLANSI
GITY MAINTAINED lL
PRIVATELY MAINT,
{ L_! I I u !I I l..
1
/v8" -9 " CURB RETURN TO GENTER
OF 60N1 LE f5ORDER CURB
15 -7
/ q
w
NN
IN
IN
P
g T F N ; �.�' DIMENSIONS TAKEN FROM
O �I RIGHT OF WAY TO WALK
EDGE
TEA \)
4
w o .6'
R4' -7 "
20
O
�j T tip
RIGHT OF WAY
ALIGN MOW CURB WITH
PILASTER IN PERIMETER
WALL
MILLER
AVE.
v— PRO.ELT PERIMETER
MASONRY WALL PER
l SEPARATE PLANS
WHOM
RIGHT 6f WAY
GON5TRUGTION LEGEND:
SYM
PETAL
OI
5- STD#542
O5-
STp/(534
O
5-A
O ♦- -•
5-6
®
5-C,
Lf\
DIMENSIONS TAKEN FROM
FACE OF STREET CLRi3
TO OUTSIDE EDGE OF
DORDER CURB TYPICAL
I
DETAIL XXX -X
DETAIL
PAGE/
5'
- -- -TYP.
1
DESCRIPTION
RIVER WA91ED GRANITE 6,0151!5LESTONES WITH (o" WIDE CONCRETE 64)Rf5
f5ORDER WHERE SHOWN
(o" WIDE CONCRETE MOW CURE FOR MAINTENANCE DELINIATION 6ETWEEN
LMD & OTHERS
GGMPACTED STABILIZED DECOMPOSED GRANITE SURFACE WITH PLASTIC,
COMPOSITE BORDER EDGE
GALVANIZED POST & WIRE GRAPE VINE TRELLIS
NATURAL GRAY CONCRETE SURFACE WITH 6ANDP5LAST FINISH. TOOLED
CONTROL JOINTS AS SHOWN ON PLAN
CONSTRUCTION NOTES;
11
Mgt THE SITE PRIOR TO SURRTRNG SOS,
9.
BE RESPONSIBLE FOR COOTNINATIOR BETWEEN SUBCONTRACTORS FOR PROPER AND
TIMELY PLACEMENT OF SL£EVING, PIPING AND /OR CONDUIT INSTALLATION UNDER OR
2.
SUMOT A UNIT COST FOR MIRM SON. IN-PLACE AND BE COMPLETELY AWARE OF THE
THROUGH LANDSCAPE ELEMENTS,
AMOUNT OF $OL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL,
10.
ALL CMU 'FALLS AND PILASTERS ARE 8Y CIVIL ENGINEER
3.
VERIFY ALL PROPERTY LIES OR OTHER LIMIT OF WORK UNITS PRIOR TO COMMENCING
WORK.
11,
DO NOT SCALE DRAWINGS.
4.
ALL EXISTING OMANDSCA AND ELEECT
WIN 1FR WORK. N IFY CITY
CITY Aq LANDSCAPE ARCHITECT FIEtA CCINDIIRONS
IM OUTEL SNDI FIELD
TWRERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE T' IN TURF AREAS AND
VAR
VARY FROM THOSE 340TIN ON Mff PLANS. SHOULD NNE CORTRAC7CIR DISCOVER
SHOW SHOULD CONTRACTOR DISCOVER
/ -1/2' IN GROUND COVER AREAS LIR.ES$ OTHERWISE I+dCAffO.
DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITION% SUCH
DISCREPANCIES SHALL BE REPORTED TD THE CITY AND LANDSCAPE ARCHITECT WHO NLL ISSUE
13,
00 NOT EXCITED S:1 SLOPE IN TURF AREAS AND II INN- TURFED ARE
CORRECTED DRAWINGS OR INSTRUCTIONS PRIOR 70 THE CONTINUATION OF THIS WORK.
2.1 SLOPE IN PLANTED AREAS
THE CONTRACTOR SHALL FULL RT II FOR ALL NECESSARY FEED
FAILURE
GORRECMNINS DUE TO FAKLIE 1p REPORT KNOIIN DISCREPANOIE$.
KNOW DISCREPANCIES
14.
CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LIKES TO BE MEAT. TRIM,
SMOOTH AND UNIFORM.
S.
LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HENEON OR NOT AM PROTECT THEM
FROM DAMAGE. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS
IFS.
CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2.500 PSI 9 28
AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT.
DAYS.
6,
COMPLY NTH ALL PROVISIONS OF THE LATEST BUILDING CODE AND NTH OTHER CLNRRENT
18,
P'ROVI OTT WITH ALL WARRANTIES, GUARANTEES.. AND INSTRUCTION MANUALS FOR
RILES, REGULATIONS AND ORDINANCES GOVERNING THE LOCATWIL THERE THE WOW IS
EOUI'MENT, APPLIANCES. FIXTURES, ETC, AS DESCRIBED IN THE SPECIFICATIONS.
TO OCCUR BUILDING CODE REOLMEUIENTS TAKE PRECEDENCE OVER THE DRAWINGS AND
IT SHALL 8E THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH
70 BRING O THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS
17.
AFTER GRAMS HAVE BEEN IN MIWTICA AREAS.
BETWEEN THE REQUIREMENTS OF THE CODE AND TOE ORAWICS,
HAW
SHELL HAVE SOIL SALLIES TAKEN AT THE
AT THE BY DESIGNATION IL
THESE SAMPLES SHINE � TESTED BY SUR Aq PLANT LAO (7Wi)558 -8333 FOR SOIL
NO PLAN LAO (71 -033 FOR
I.
LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCK AS L047% SIGNS, VENTS. HYD RANTS,
RERTRXTY. AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS,
TWO SAMPLES SMALL BE TAKEN AT EACH LOCATION; (1) GROUND LEVEL TO tO' DEEP, (2)
1RANSFORMIERS, ETC.., ARE APPROXIMATE. NOTIFY THE CITY AND LANDSCAPE ARCHITECT
IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER
24' TO 36' DEEP, EACH SAMPLE STALL CONTAIN APPROXIMATELY i QUART OF SOIL AND
EXECUTION OF WORK,
BE LABELLED PER LOCATION AND DEPTH. CONTRACTOR SHALE INSTALL SCI, PREPARATION
ANDBACKFRL WX TO CONFORM 70 THESE RECOMMENDATIONS ONLY UPON APPROVAL BY CITY.
8
VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOE ENGINEER'S
SUBMIT SOIL REPORT TO OTT PRIOR TO PLANTING,
REPORT NTH REGARD TO BASE PREPARATION AM FOOTING REQUIREMENTS. NOTIFY THE
CITY AND LANDSCAPE ARCHITECT NMEOIA7ELY K SONS REPORT RECOMMENDATIONS DIFFER
FROM ORAMANGS. TIE SOWS REPORT RECOMMENDATIONS, IF MORE STRINGENT
THAN THE DRAWINGS SHALL TAKE PRECEDENCE,
V_
U-
■ Lu
■
ul
} 7-
M
■ < {
Lu
Lu
Ul
7 —17
L-
T
v
■ <
I
N
FORE YO UG PERT
MY- TOLL FfM
811
ml AT LEAST THI DAYS
BEFORE YOU DIG
"*.WAL.ERT.ORG
0
Lu
4
Q '
z �
affil
w�+�D ZQ. -- 1 50 %usr LaArlaa of SPRAYHFMS AT 9 50 I
1 450 I A7 -- I�}.O / arERSPRADY arro AX TO IN
I,+ A5 %U57 LOOATION S TRAY ( B /_.4,4
6 � O PATTERN OF FEAOS r0 AVOID f�
E 9.5 sPRAYar, urLltt PFnESrALS P FM M MILLER Y E. z
1050 I'" MILLER AVE. bso
• Q
•
f
1„J 5.5 Al PRLP05FD r WATER AFTER
�.5 I FOR LAA7 RROATION AT
STATION 2 +70 PER CIVIL
.. ��•• t 1 000 I 6 -� O I A3 WATER K4PR04EA£NT PLANS
LOCATE IRRI6ArI6N aL
PEDESTAL AT DAOK OF WALK
'•� � SPRAY F£MS TO
HYDROZONE/ CHART
DESCRIPTION
MANUFACTURER
151 SPRAY
P' 13A6Kf:LOW @ ZOO GPM
IIO
CJ O
17" POP-LP SHIRUD SPRAY
RAIN61RD RD- YL- P30 -F -NP J1,F
A 0 �,Y
IT" POPj,P SHRUB SPRAY
RAINSRP RD- rL- P3O- F- NP -5gpr
a O A
IT' POP -LAP SI-IRM SPRAY
RAINDRD RD- IZ- P30- F -PP -MO lj=
0 17 4
12" PCP -{,P SHRUB SPRAY
RAINSIRD RP- I2- P30f- NP- 11Q•HF
b o A
12" POP -LP SHRUG SPRAY
RAINDRP RD- 12- P30- F- NP -SQJ1F
STRIP SPRAY
175
A
o&Rw,,) SPRAY
199
70%
PER REPORT
LOW -M(A WATER 5wm6 -TREES
6 - -a-
SHADE most OF aE DAY
<w%
B
oJEpt £PRAY
220
70%
PER REPORT
LOW-MOP WATER StRL65 -TREES
6.. -Yl,.
FLLL SLN
<IO%
C
DUDDLER
380
PER REPORT
HIGH WATER TREES
a•,
HALF " /SHADE
<10%
D
OVERt£AV SPRAY
483
70%
PER REPORT
LAN -MOP WATER SI-RLv6 -TREES,
6•' -I'C
HALF SI.N /SHADE
Q0%
E
DLDN -ER
087
90%
PER REPORT
LOW USE 51- L
6"
FLLL
<10%
OHART ADOVE ARE PROVVEP WITH AR REST K:40M -FDOE Of PLANTS, SOILS. EM05LRE ETC. OONSTANT MONITORING OF
LMVSOAPE 15 ESSENTIAL IN THE FIRST FEW MONTHS. IRRIGATION SCHEDB.LE 6I-W" DE FINE TLPED TO PRONVE PROPER WATERING WITHOUT
EXCESS RLNOFF.
IRRIGATION NOTES
1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CVWD, IS REQUIRED AT
ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS
AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER,
INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY
WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED
BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW
PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER
VALVE. ALL EQUIPMENT SIZED PER PLAN, INSTALL ALL EQUIPMENT PER CITY
STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND
LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON
SITE BY A REPRESENTATIVE OF THE CITY.
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST
GUARDSHACK CGS. 3 STAINLESS STEEL ENCLOSURE WITH
LOCK, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH
SHRUBS WHENEVER POSSIBLE.
4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE
SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND
EQUIPMENT AND ARCHITECTURAL FEATURES.
S. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON
PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE
CITY,
6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL
UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE
RESPONSIBILITY FOR THE REPAIRIREPLACEMENT, AT NO COST TO THE CITY, FOR
ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
T CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES
FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS,
WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A
PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT
INITIAL CONSTRUCTION.
8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.)
INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO
PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD
ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF
CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO
PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE MADE AT NO
ADDITIONAL COST TO THE CITY.
9. INSTALL FOUR (4) SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE
MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH.
PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN
ENCLOSURE FOR IRRIGATION WIRING.
10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER
WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)
APPLIED FOR 8 HOURS A NIGHT /5 DAYS A WEEK BETWEEN THE HOURS OF 9 :00
P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
11, THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN
AT EACH POINT OF CONNECTION, THE MAXIMUM DEMAND OF GALLONS PER
MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE
AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF
INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE
CITY.
12, AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000- 12 ,STATIONS) - LR/RR,
WITP1, TP114 AND LRF RR DOME INSTALLED WITHIN A STRONGBOX CONTROLLER
ENCLOSURE, SO-I[S S WITH CALSENSE OPTION (ONE CONTROLLER) OR 38-223S
WITH CALSENBE OPTION (TWO CONTROLLERS) AND SEPARATE METERED
ENCLOSURE, NIPS- A16-10K. ANTENNA PORT INSTALLATION TO BE PROVIDED BY
THE CITY. THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD
WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S
ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A
REPRESENTATIVE OF THE CITY.
11 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS
AND SHALL BE RESPONSIBLE FOR THE POWER HOOK -UP FOR THE IRRIGATION
CONTROLLER, ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,
COORDINATED AND PAID FOR BY THE DEVELOPER.
14, ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE
AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.
15. ALL POP -UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT
THE TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISHED GRADE.
VALVE KEY
HYDROZOt•E LETTER
IRRIGATION LEGEND FOR WATERING S6tEpUf eem
VALVE OOvERA6E VALVE NLT�ER
NOTES AREA SQUARE FEET VALVE 542E
I. IRRIGATION EQUIPMENT TO DE AS SPECIFIED, NO SUDSTITUrIONS WILL 15E
ACCEPTED.
Z. THE WATER SOURCE AT TIME OF INSTALLATION IS DOMESTIC POTApLE WATER.
THE LANDSCAPE SHOWN WILL 6E WATERED IN THE FUTURE WITH A NON - POTABLE
WATER. ALL IRRIGATION EQUIPMENT TO 6E LADELED / COLOR GORED FOR
NON- POTAI3L WATER USE AS INDICATED IN LEGEND.
SYMBOL
DESCRIPTION
MANUFACTURER
151 SPRAY
P' 13A6Kf:LOW @ ZOO GPM
IIO
CJ O
17" POP-LP SHIRUD SPRAY
RAIN61RD RD- YL- P30 -F -NP J1,F
A 0 �,Y
IT" POPj,P SHRUB SPRAY
RAINSRP RD- rL- P3O- F- NP -5gpr
a O A
IT' POP -LAP SI-IRM SPRAY
RAINDRD RD- IZ- P30- F -PP -MO lj=
0 17 4
12" PCP -{,P SHRUB SPRAY
RAINSIRD RP- I2- P30f- NP- 11Q•HF
b o A
12" POP -LP SHRUG SPRAY
RAINDRP RD- 12- P30- F- NP -SQJ1F
STRIP SPRAY
175
17
12" POP-LP ENV STRIP SPRAY
Rmw*p Rp- IZ-- v-F- w -15EST
dl
12" POP-LP SIPE STRIP SPRAY
RAIN6RD RD- 12 -P50 -f- NP -155ST
9 .•.S
O
1" POTABLE WATER METER (BY OTHERS)
STRAINER
1' RPP BAGKFLON PREVENTER IN
VANDAL RESISTANT ENCL05URE
1 "NORMALLY OPEN MASTER VALVE
PRESSURE REDUCING VALVE
1 " FLON METER
WEATHER BASED IRRIGATION CONTROLLER
KITH LOCAL RADIO COMMUNICATION IN
STAINLESS STEEL METERED ENCLOSURE
e_e "
30
30
30
A
121
025
1.00
HNATTS 71F NYE STRAINER
IN VALVE BOX PER DETAIL
NILKEN5 i" 5 75XLB IN PLACERNORK5 PN /E 1 A -5
SUPERIOR 3 100
IN VALVE BOX PER DETAIL
NILKEN5 500
IN VALVE BOX PER DETAIL
GAL5EEN5E FM- 1 B
IN VALVE BOX PER DETAIL
Ax15
4x30
CALSENSE PART u ET200e- 1 2- LR -RRe / SSE-R. / 55E -PED / MPS -A 16 -1 OK
BALL VALVE (LINE SIZE) NIBGO 7- 585 -10 -66 (VALVES 1- 1 /2" 4 SMALLER)
IN VALVE BOX PER DETAIL
RGV RAINBIRD EFB- GP- R -PRS -D (SIZE PER PLAN)
IN VALVE BOX PER DETAIL
QUICK COUPLER
_• -• -•. PVC PURPLE MAIN LINE (SIZE PER PLAN)
PVG PURPLE LATERAL LINE (SIZE PER PLAN)
---------- PIPE 5LEEVE- LATERAL LINE
NEL50N 1645 (ACME THREAD)
IN VALVE BOX PER DETAIL
CLASS 3 15 PVC FOR 2' AND LARGER. SCH 40 PVC PIPE 1- 1/2"4 SMALLER
PURPLE I.D. PIPE
SGH 40 PVG PIPE
PURPLE I.D. PIPE
5GH 40 PVC PIPE SLEEVE (2X DIAMETER OF PIPE)
PURPLE I.D. PIPE
PRE65Lft LOSS CAL 4-LATION
WORSE CASE SCENARIO FOR
VALVE # A7
I° METER @ 2069 6PM
Q
H
F
P' 13A6Kf:LOW @ ZOO GPM
IIO
30
I
2
41
09
5
3p
26
52
105
183
8"
90
39
.79
157
175
Id
30
.65
13
26
201
12'
93
185
33
183
16
30
30
30
A
121
025
1.00
HNATTS 71F NYE STRAINER
IN VALVE BOX PER DETAIL
NILKEN5 i" 5 75XLB IN PLACERNORK5 PN /E 1 A -5
SUPERIOR 3 100
IN VALVE BOX PER DETAIL
NILKEN5 500
IN VALVE BOX PER DETAIL
GAL5EEN5E FM- 1 B
IN VALVE BOX PER DETAIL
Ax15
4x30
CALSENSE PART u ET200e- 1 2- LR -RRe / SSE-R. / 55E -PED / MPS -A 16 -1 OK
BALL VALVE (LINE SIZE) NIBGO 7- 585 -10 -66 (VALVES 1- 1 /2" 4 SMALLER)
IN VALVE BOX PER DETAIL
RGV RAINBIRD EFB- GP- R -PRS -D (SIZE PER PLAN)
IN VALVE BOX PER DETAIL
QUICK COUPLER
_• -• -•. PVC PURPLE MAIN LINE (SIZE PER PLAN)
PVG PURPLE LATERAL LINE (SIZE PER PLAN)
---------- PIPE 5LEEVE- LATERAL LINE
NEL50N 1645 (ACME THREAD)
IN VALVE BOX PER DETAIL
CLASS 3 15 PVC FOR 2' AND LARGER. SCH 40 PVC PIPE 1- 1/2"4 SMALLER
PURPLE I.D. PIPE
SGH 40 PVG PIPE
PURPLE I.D. PIPE
5GH 40 PVC PIPE SLEEVE (2X DIAMETER OF PIPE)
PURPLE I.D. PIPE
PRE65Lft LOSS CAL 4-LATION
WORSE CASE SCENARIO FOR
VALVE # A7
I° METER @ 2069 6PM
2.20
I° STRAINER @ 2069 6PM
1.15
P' 13A6Kf:LOW @ ZOO GPM
IIO
I° MASTER VALVE @ 2069 GPM
26
I° FLOW METER @ 20.69 GPM
0.50
P' RGV @ 20.69 GPM
21
(1) 1" f5ALL VALVES @ 2069 GPM
1.15
150 1 -1/2•• 66H 40 PVC MAIN @ 2069 GPM
4.18
Id 1 -114" SCH 40 PVC @ 20.69 GPM
057
17. 1 -I14° 66H 40 PVC @ 16.77
0.38
3d I" SCH 40 PVC @ 11.7 GPM
181
ZO. 3/4•' SGH 40 PVG @ 65 GPM
177
w 1 /7" SOH 40 PVC @ 3.Z GPM
1,38
SLDTOTAL 3029
+ 107. FOR FITTINE76 3.03
REQUIRED PRESSURE AT HEAD 30 PSI
GRID TOTAL REQURED LPSTREAM OF METER 63.32
N
EFOR yo AL.GIl1
DIAL TOLL
811
AT LEAST THREE DAYS
BEFORE YOU DIG
ft*.WALERTARG
0
l ?�
MILLER
w
Q
z
w
z
PLANTING NOTES
1.
El
3.
4.
5
CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE
CONDITIONS, WHICH PREVENT INSTALLATION PER PLANS AND
SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
REINSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE
NOT INSTALLED PER PLAN AND SPECIFICATION
CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL
PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL
REQUIREMENTS.
CONTRACTOR SHALL FAMILIARIZE HIMSELF04ERSELF WITH ALL
UNDERGROUND UTILITIES, PIPES, STRUCTURES. ETC., AND SHALL TAKE SOLE
RESFOAISIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY,
ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH
THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND
TESTED„ FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE
WORK APPROVED BY THE CITY,
ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL
PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF
THE CITY PRIOR TO EXCAVATION.
B, CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF
ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A
DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-
CONTRACTOR, REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF
ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY.
7, QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.
FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED
BY THE INDICATED PLANT SPACING REQUIRED"
S. WHENEVER SHRUStGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS
OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE
AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS
AND DETAILS HEREON,
9. CLEAN -UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE
APPROVED BY THE CITY.
10, THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY
FINAL SOIL AMENDME14T TYPES AND QUANTITIES SHALL BE BASED ON SOIL
TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED
SOIL AMENDMENTS 6" INTO THE SCI. AT THE REQUIRED RATES PER 1,000 SO.
FT.
4 CY. NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM
125 LBS GRO- POVIER PLUS
f 1 LANDSCAPE AREAS SHALL RECEIVE C LAYER OF WOOD CHIP MULCH UNDER
ALL TREES AND SHRUBS. AND BLEND INTO EDGES AT GROUNDCOVER AREAS,
PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING
OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL
SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND
PLACEMENT, SPECIFY BURRTEC MULCH , AVAILABLE FROM:
BURRTEC WASTE
MANAGEMENT
ALFONSO ARIAS
AARIASGSURRTEC.COM
SHRUB, & GROUNDCOVER PLANTING PLAN
MILLER
GROUNDCOVER LEGEND
FCOMMON
SYM.
GROUNDCOVER
None
All Shru b
Beds
4" la yer of Wood Chip Cover Mulch
Available from Burrtec (contact: Alfonso Aries)
HEIGHT x
SPREAD
PLANT 51ZE KEY:
90 15 GAL SHRUG
G COAL 91RU15
C_4;1 J &OVER
CONTAINER SIZE PER LEGEND
5 GALLON TREE
15 GALLON TREE
24 " f5M TREE
12' 15TM (Po 1 MS)
q 5 GALLON VINE
S&IT LINES AT
INTERSEOTION
LEGEND
FCOMMON
TREE LEGEND
F5HRLJE13
5YM. $OTANICAL NAME
CONTAINER
NAME QUANTITY SIZE
HEIGHT x
SPREAD
Mg
CONTAINER
Magnolia grandiflora.'St Mary'
ia .'Edward toucher'
NGN
1 2
15 gal
5 al
20'x20'
Pd
Lantana Gutivar
Phoenix dactylifera
47
Date Palm
3
t 2' BTH
NGN
75'x35'
EP
5gal
Eucalyptus polyanthemos
Nandina d.'Nana'
Silver Dollar Gum
1
5 gal
5gal
60'x35'
NOTES:
NGN
2'x2'
1)
QUANTITIES IN THE LEGEND ARE FOR CONVENIENCE ONLY. THE QUANTITIES REPRESENT THE ENTIRE PLAN.
Pt
Pittosporumtobira'Variegata'
THE LAND56APE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES PRIOR
40
5gal
TO FINAL BID.
Rosmarinus o.'Ken Ta lor'
NON
2)
TREE CANOPIES ARE DEPICTED AT 90% MATURITY OR SIZE TO BE MAINTAINED.
5gal
LEGEND
F5HRLJE13
NIGAL NAME
COMMON NAME
HEIGHT X
O.G. SPAGING
QUANTITY
CONTAINER
ia .'Edward toucher'
NGN
4'x4'
37
5 al
ana'Dwarf White'
Lantana Gutivar
2'x4'
47
5 al
yporum p.'Putah Greek'
NGN
1 8 "x6'
31
5gal
N
Nandina d.'Nana'
NGN
2'x2'
57
5gal
P
Phormium t.'Tom Thumb'
NGN
2'x2'
18
5gal
Pt
Pittosporumtobira'Variegata'
NGN
7'x6'
40
5gal
RO
Rosmarinus o.'Ken Ta lor'
NON
22'x5'
44
5gal
S
Santolina virene
Green Lavender Cotton
3'x3'
44
5gal
T
Trachelospermum jasminioides Star- Jasmine
2'x2' 39
5gal
XC
Xylosma congestum'Gompacta' Shiny Xylosma
5'x8' t 3
1 5gal
NOTES:
1)
QUANTITIES IN THE LEGEND ARE FOR CONVENIENCE ONLY.
THE LANDSCAPE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES PRIOR TO FINAL BID.
2)
HEIGHT AND SPREAD SHOWN ON LEGEND d ON PLANS ARE
CITY RECOMMENDED SPACING
TO ALLOW SHRUBS TO GROW T06ETHER IN TO MASS.
AL IF
811
AT LEAST THREE DAYS
BEFORE YOU DIG
***.DCALERT.0RG
O �A IDSC4pt,
(%A4 Tq's s
n
• erro 1 to •
SlgrP Dote j
OF CALIF
All designs and ideas contained Within these
drol/ings are the property of P.DA,
Professional Design Associates. P.D.A.
hereby reserves its common IoW copyright
and other property rights in these plans.
These plans sholl not be reproduced,
changed assigned, or copied in any form.
Any changes mode by parties other than
P.DA. Without first obtaining the Written
permission and consent of P,DA, shop
relieve P.DA of responsibility for the
project of effected portion thereof,
SIONT LINES AT
INTERSECTION
SCALE: I /) = 20' -0))
DESCRIPTION OF REVI$ION
DATE "TY
APPROVED
CITY OF RANCHO CUCAMONGA
Plan & Profile
Tract 18466
LENNAR HOMES - VICTORIA POINTE - LMD NO.9
PLANTING PLANS
APPROVED BY: DATE S - C-,; 3:
CITY ENIIINEER R.C.E. No. 63672
DEOWN RECMENA)ED
RW � OM --
SESI
DRAWN W ASS•CIAiEi SHEET _ "—
R "" Landscape Architects L4 OF -1-0-
CHECKED 9h
/NSwam,.f y DRAWINd No.
CITY °° °. �,; a 91 J8 _'n, 2329 -L
(909) 909 6]59 / /sy (9°9) 9g5 -390.5
R -1/2 " ALL EDGES 2 3 5
I
1 - -2" TYP.
A�OV F.C.
I] I -i T _lii l l l l i l 1 1 1- 111- -I I Il l 111 i l l
0
V
KEY: r
ONATLFAL GRAY CONCRETE. USE "TOP OAST 05 SANDBLAST FINISH "
SURFACE RETARDANT CHEMICAL. PREPARE SURFACE, APPLY CHEMICAL
WITH A PLMP SPRAYER, AND REMOVE PER MANUFACTURER
RECOMMENDATIONS.
(D 1/2 " DEEP TOOLED CONTROL JOINT TYP. G" O.G. MAX
OSTRUCTURAL STEEL PER SITE STRUCTURAL SOILS REPORT
RECOMMENDATIONS.
OSHOVEL GUT KEYWAY ALONG EDGES ADJACENT TO SOIL
O$" FELT EXPANSION JOINTS PER SPECS
OPREPARED COMPACTED 5LI15 ADE TO 95% PER STRUCTURAL SOILS
REPORT RECOMMENDATIONS.
NOTES:
1) REFER TO CONSTRUCTION SHEETS FOR WALKWAY LAYOUTS
2) PROVIDE #3 REBAR SLIP DOWELS AT 24 " O.G. AT GOLD JOINTS TO HELP
PREVENT VERTICAL SEPARATION
CONCRETE WALKWAY WITH EXPOSE[
SANDBLAST FINISH
I " AT
6HRU15 AREAS
WALKING SURFACE FLU5H
WITH EDGE BOARD
CONCRETE
3" THICK STABILIZED DE<.GMPOSED GRANITE PATH. SPREAD, WET
TO ACTIVATE BONDING AGENT, THEN COMPACT WITH HEAVY DRUM
RO-LER. COLOR: SANGRIA (AVAILABLE FROM SOUTHWEST 130t,ILDER
& STONE)
O7x4 BEND -A -BOARD EDGING (BROWN) AND 2X442 STEEL J STAKES
(MIN. I STAKE EVERY 3"). AVAILABLE THROUGH EPIC, PLASTICS,
510- 235 -339.
O3 GOMPAGTED_SUBGRADE TO 907..
OFINISH GRADE IN PLANTING AREA
OCONCRETE WALK PER SEPARATE DETAIL
OUNDISTURBED SOIL
(H) DECOMPOSED GRANITE PATH
WITH HEADER BOARD
KEY:
O
GALVANIZED 2$" PIA
FENCE POST
O
GALVANIZED I5" PIA TOP RAIL
O3
2fi' PIA DOMED POST
GAP AT TERMINAL POSTS
O
RAIL END GAP WITH
BAND ATTACHMENT f5i�LT /NUT
O5
LOOP RAIL THROUGH
POST GAP AT INTERMEDIATE P05T5.
O
2' GALVANIZED ROPE
CAf5LE UNDER TENSION
O7
DRILL INTERMEDIATE
POSTS TO ALLOW THE LADLE TO PASS
SEE NOTE 2
THROt&H,
OS TERMINAL HARDWARE FOR CA6LE. SMOOTH ROD WITH CARRIAGE
BUTTON ON ONE END. ADaJSTADLE THREADED ROD WITH
WASHER & GAP NUT ON THE OTHER END. APJI-)5TAI3LE
HARDWARE TO ALLOW 1�' OF ADJUSTMENT TO ACGOMADATE A 50
MAX GABLE RUN.
O9 2000 PSI CONCRETE FOOTING. SLOPE TOP OF FOOTING AWAY
FROM POST TO DRAIN. POUR AGAINST UNPI6TURP5EP SOIL OR
601L COMPACTEP TO 90%.
10 FINISHED GRADE
NOTES:
I ALL METAL PIECES INCLtAING GAPS HARDWARE ETC. SHALL BE GALVANIZED.
2. ONCE CABLES ARE UNDER THE PROPER TENSION THE APJJSTMENT NUT
SHALL pE WELDED TO P05T TO PETER VANDALISM.
3. AFTER VINES ARE PLANTED FAN OUT STEMS OVER TRELLIS & ATTACH TO
WIRE WITH NURSERY TAPE
VINE WIRE TRELLIS / FENCE
OR y DG ALE�
o DAL. TOLL FFEE
811
AT LEAST THKE DAYS
BEFORE YOU BIG
*ft.OKALERT.ORG
CONCRETE. HEADER - IW RAMS
EXPOSED EDGES AND FINISH PER PLAN
V IN LAINN (INSTALL AT GRAB LEVEL AT MiALE
2' IN PLANT BED CROSSINGS)
S'ORr
FMSH GRADE
SEE NOTE 2
FOR DG OR COBBLESTONE
F.S. SHALL BE FLUSH WIDTH
TOP OF CONCRETE HEADER
F74 11
=� 4 (_
(Iv
.,�g� .�.1
t3 RE-HAR CONTINUOUS
i � _i I I� I �!=7S.l.
(UNLESS OT HEM$E INSTRUCTED)
$
NOTES:
.3
I. PROVIDE SCORE JOINTS AT 90'-B" O.C. AND 31W EXPANSION JOINT$ AT 20'-0' Q.C.
.�
2.8" VVIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CiTY4AAINTAINED
TURF.
g
3. CONCRETE TO BE 520 -C -2500 MIN,
3
4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE
^'
TREATMENT TO ALL NM44ARDSCAPE LUMITS OF WORK, AND BET%WEN ALL TURF AND
GROUNDCOVER AREAS.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
^
APPROVED IT,
STANDARD PLAN
CONCRETE HEADER
93
534
6`.
R.C:E. f.3b3i DATE
USE WITH STANDARD SPECIFICATIONS FOR PUIIUC WORKS CONSTRUCTION
SWEET I DF I
CASE t MCRTPR EVEN WITH PUT80]EUP
MORTMEWALK
CURB TD(TL MGRTAT.JU&YSTD ACCENTCDB�E
CD�LLSTONE SKDEWAK
r } 4
CASE BWLDER.Ptli STOSS2 -A
'',.
(LOGTERER PLAN! 2`AWi. SOSOE HAT
®OED WtiBt6
'.
CC99LESTdB
CONCRETE BED
'.
?...
CASE 3 --.� a• t. - -xp• --� s F-II
_ NDftTNiEOSTCTIE SWALE
��- DEPTH
II
l OONCf" BED CoMoRE'TE CURB
03.6 .ESTCNE BENEATH GWBI.E WARSBAR
p YMM.t4'MAX.RAp,
< CUM & GUTTER SEE DETAIL FOR
S•PCC MOW CURB
¢
w PER CITY STD, 551 ENS CMdbITILXN
n
_
�- 6' PCC NOW CURB
.c�yny_� PER CITY $TO 654
AREACOBBLESTONE
a HARDSCAPE
d
"ANGLFS
HAEDSCAPE
ES.(TYP)
, . A.
EXISTING CURB
OR WALK
NOTES: END CONDITION
•. CUNCRFTE CUSS 52ti D -2660.
2. ROCK SIZES. UNLMOTHERWLSE SMOR ED, SHALL BE
BOULDER &MAX -]D• -MON. IV
COBBLESTONES: MAX. 76• -MN. e• WM ONE FLAT SIDE
SOLAOBRS SWIF.L HAYS US EMBEDMENT, COiT&.ESSiMti HA4E 2/SEIASEAAEN!
A. ALL SPACES BETWEEN STONES SHALL SE FM1EO VATH CLASS'D' MORTAR 1 PART CEMENT TO 2.VI PARTS SAND, i6W P9
PORTIANDOEM NI CONCRETE, UW'OM -PACK` 19 ALLOWED)
S A SAMPLE AREA, MEL 0 SLI FT.. SHALL BE APPROVED Sy THE CITY NSFECTOR PRi0RT0 PROCDB,, iYADt
REMAINING A" WORK.
6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVEDSY THE THE CRY INSPECTOR.
). ROCKS SHALL BE SMOOTH, HOUNDED ADFRES OF OBACRONASLE. DEFiGURATIONS AMDECESSNEETON OONTEIT.
S. ALL COBBLE STONE AREAS SMU HAVE 6KA' CONCRETE HEMWA AS AN EDGE AT H. MtYNO .
S. ROCKSCAPE SHOULD FOLLOW {MADE WHERE ELOPES EXISTA D MANTANA 2% MN. AT ALL TIME$ WHT N THE R.O.W.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPRDVED RY,
RIVER WASHED GRANITE
STANDARD FLAN
COBBLESTONES
542
CITY E ER DATE
USE WITH STANDARD SPECIFICATIONS FOR PURM WORKS CONSTRUCTION
R££. 24959
SKEET I OF I
Model 375, 3758
Reduced Pressure Principle (V2 %V1
❑ Installation
CAUTION: Installation of Backtlow Pre -
ve me m m ustba perform ed by qualified,
licensed personnel. The installershould
be sure the proper device has been
selected for the particular installation.
Faulty Installation could result in an
dmptopeny functioning devkie.
WIL40NS Model 375 Reduced Pressure
PNncple 6ackbw Preventers are for use
on potable Water lines Where a health
hazard could exist 4 a backflow situation
ram to Occuf
Proper performance is dependent upon
following these installation Instructions
and prevailing governmental and industry
standards and codes. Failure to do so,
according to W ILKINS Limited V+brranty
"..releases WILKINS of any liability that it
might olletwise have with rasped to that
device." Such failure could also resin in
an Improperly functioning device.
Damagetothedervimcculiresut Wtferever
vater hammerandlorwatertherfnal expan-
sion could create excessive line pressure.
Where this could occur, shock arresters
and/or pressure relief valves should be
installed downstream or the device.
2.. Provide adequate space around the
installed unit so that the test cocks will be
accessible for testing and serviciig.
3, WARNING: if installation of a Moded
375 is an a building, a Suitable drain ar-
rangement MUST be provided to dram
off spillage from the relief Valve. An air
gap at least twotimes the pipe diameter
m ust be provided beMwn the ra llet val ve
and the drawn piping to prevent a cross -
connection. Air Gap AG -11 not intended
to support weight of drain pipe.
CAUTION Do not pipe the relief valve
solidly to a Floor drain, sewer or sump.
CAUTION: AnadequaMystWddminis
requiredtopa ventpossiblewaterdam-
age due to relief valve discharge.
Proposition 66 M11rrma This prow
WIL"Ns4
a awconpany
❑ Testing O Maintenance Instructions
-
-
WILKENS 37$ XL.S
ENCLOSURE MODEL PER BACKFLOW PREVENTOR.
IRRIGATION LEGEND SHALL r - - -- - - - - -, SEE MANU, iNSTALL$HEET
PLACERWORKS
f
I BELOW
-7
SIZE SIZEFLOW DEPENDENT --- -. -- ; LINE VALVE (2) PLACES
BACKFLOW DIMENSION /�
+ANN GAP!rT
"`
SCH 80 Pvc UNION !
CLOSE NIPPLE
f �
TO SPRINKLER - ANGLE PIPE TO
SPECIFIED DEPTH WTH 45° ELLS 'SNAP41TE" WATERPROOF
CONNECTORS OR EQUAL
__ -- -SCH 40 PVC MALE ADAPTOR
jI
9P MAX I
I I i
I
�
.
s
B" THICK % 12" WIDE -.. I i
CONCRETEPAD I A I PVC SLEEVE REQUIRED
R CARSON MODEL 14".121-
S m
LENGTH VARIES PER I 1 FOR PIPE THROUGH
FLOOR
r
StZEaMNUFACTURER) 1 12" 1 CONCRETE PAD
CARSON VIOLET 1220
SLOPE TO DRAIN AT I {C FINISH GRADE
VAN
5 VIOLET i LAVENDER STAINLESS SS STED MOM DOLT
12264 VATH 3TAI1kESS STEEC BOLT.
MIN. 2%
SCH SO PVC UNION ELECTRIC CONTROL VALVE WITH
y
90% COMPACTION
" �I �REOURED
-12
rn 14°z VIOLET /LAVENDER
NIPPLE - TYPICAL.
x
w ; COVER ETCHEQUAL) SURE REGULATOR'
I (2) PLACES
PRESSURE RF.GIAATOR
PVC NIPPLE RAINBRD- EFB -OP-R -PITS -D
�
A16" MIN. ' SCH 40 PVC MALE
g a LID MODEL AF8)
I I m WITH
OR PER I I ( i II ADAPTOR
g (CARSON OR EQUAL} I
a
I
LOCAL CODE 15'fl�
I i
2
-�-y if I!II� LINE TO SYSTEMS
LE
F STAINLESS STEEL BOLT.
BOLT
I a COVER ETCHED IRRIGATION GATE"
FINISH GRADE
FROM WATER FLOW
mQ 'VIOLET /LAVENDER WITH LID MODEL
SOURCE
2 (CARSON OR EQUAL)
70 METER
ELBOW TYPICAL
12264 WITH STAINLESS STEEL
(2) PLACES
RIGID PIPE AND RELATED FITTINGS
._ ........ .....�__
SHALL BE PER CUCAMONGA VALLEY
BOLT
m
WATER DISTRICT STANDARDS.
t7 a
-
CONTRACTOR SMALL VERIFY WITH
- .
CV WD PRIOR TO CONSTRUCTION.
2 AN APPROVED EQUAL)
AN D ETCHED WITH CONTROLLER
NOTES:
a FINISH GRADE
1. INSTALL PER LOCAL CODES.
* 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY
AND VALVE SEQUENCE
STRUCTURES OR HKRDSCAPW..
g 3. WHEN UNIT is NEXT TO A STRUCTURE (WALL. BUILDING, ETC.)
d
d MOUNT TEST COCKS ON OPEN OR NONSTRUCTURE SIDE.
A 4. ORIENT UNIT PARALLEL TO STREET.
5 SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE.
I
I
RECYCLED WATER I
6. DIELECTRIC FITTINGS ARE REQUIRED FOR CONNECT04S OF
T MIN FINISH GRADE
(
- - -'
DISiMILAR METALS.
'-
_ USE WATTS Sb SS -
d 7. VALVE PER STD, 518 REOUiRED BEFORE BACKFLOW PREVENTER.
i WARNING TAG
CITY OF RANCHO CUCAMONGA, CALIFORNIA
"P°° D In` REDUCED PRESSURE BACKFLOW
w _ 1 BALL VALVE FOR i!2" -I V?
-s PREVENTER -TYPE B
° (SEE NOTESf
IFROMI
_
1wlT2R MIT USE MIRK STANDARD SPFCIfiQATM]18 FOR PU&!c 001011 tON3tAtrTW
RTE. 53HR
a6Ef 2 6 f
PRESSURE REd3HAATOR
$IDE4YAI.K
DEAIL
RESIDENT WEDGE. r OR PATH
r cw€ranNG Nun
RATING
PW TAIL EXPANSION
1 WATTS 403 RT.RW (T4)
PIPE TO BACXFLOW I
LOOP (VIN. 2A" LONG)
iv
a TER
3 r PREVENrprd
RECYCLED WATER
WARNING TAG EPOTXY COATED VALVE
SEE NOTES
S WARNING TAG
UNION USSELCt CHAMPION
-...
FLOW UNION
( 3 3
MODEL 3WU(1' 2)
_
-q'F
� I
ra.`�e.'F "!p
i
S,• a
,. CRUSHEDAGGREGATE
_}
ff
SCH 80 PVC NIPPLE
E,
SCH 86 PVC UNION
^d'• -.P
-
-- I 1
CONTROL a COMMON WARES
w
R
Y�bo
3K "wWSHEOCRUSNEO
-
� R "A
* USE YAL3DIS MODEL 5W HR {13•) AGGREGATE SASE
f
B
NOTES
BRASS NIPPLE
_ 3!a" WASHED CRUSHED
I
I :NSTALL CONTROL VALVES A MIN- OF tr FROM STRUCTURES OR HARDSCAPING,
NOTES: SCH W PVC SXSXT TEE - PRESSURE SUPPLY LINE
NOTES AGGREGATE BASE
2. INSfAU, VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS.
3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSG4PING.
Iq
8
i, NVSTA(1 CONTROL VALVES FinIIMFA t2 FRC7Vd STRUCTURES OR HARDSCAPING.
1. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
2. INSTALL CONTROL VALVES A MW. OF 12" FROM STRUCTURES OR HARDSCAPING.
I
4. PLACE AGGREGATE PRIOR TO NdBTALtAT101N OF VALVE BOX
2, INSTALL VALVES M PIAPIT B� N71F„ REFER POSSIBLE NEXT TO SIDEWALKS,
3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS.
s. ATTACH PLASTIC IDENTIFICATION TAG WITH H APPROPRIATE CONTROLLER AND
"'
3 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HNRDSCAPINKt.
4, PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
VALVE NUMBER INSIDE VALVE BOX.
4, PLACE AGGREGATE PRIOR To INSTALLAT90NOF VALVE BOX.
5- ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
i
e ATTACH RECYCLED WARNING TAG MODEL NO. mdun- Pi- RC00.9) !
s. ATTACH PLASTIC Ile irwiCAnoN TAG WITH APPROPRIATE CONTROLLER AND
�
VALVE FRMdeER INSIDE VALVE BOX f
VALVE
AVAILABLE AND CON
ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED.
VALVE NUMBER TO W11RE INSM VALVE BOX
6. ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHRISTYS PURPLE
1
B M,L VALVES MUST HAVE RECYCL a WATH2 VALVE TAGS (CIMISTY'S PIMPLE MODEL NO. 1D4MAX- P2itC00B)
MODEL NO. IGMAX-P2-RC0W. ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED.
ATTACKED TO VALVES. ONLY WHEN FffC'YIXED WATER IS AVAILABLE AND CONNECTED.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA
a
CITY OF RANCHO CUCAMONGA, CALIFORNIA
^APPmvED
ANYOVED Br'
SrANNRe "" i
BY'
REMOTE CONTROL VALVE WITH
sTAxman PLAN
Q D
ISOLATION VALVE
sTANONp PLAN
.IJ.p
PRESSURE REGULATOR VALVE
I
519
s -r3'
SHUT -OFF VALVE & UNION
520
s'I'
- 3" or smaller
5�g
_
ER LATE
R.Cf. 83872
iKE MM SIIRMRp SPECRKATIONS MM PUBLK nrma cprYln4Cnpr
R r BATE
USE Rmi SMND6Rp SPDYftY.T10N6 FOR fMJBDC N�It> COrA'{PfKtpN
STEET 1 OF t
all NSWER SAM
RL[. 58612
USE MTH STNAWRO SPEOWAnONS FOR f X: nOM(S rxINN
S,EET 1 OF i
SHEET i m- I
HARDSCAPING (SEE NOTE 4)
+,I ••
f
I
WHITE
I-
I _
j
- BLUE
H I I i S I! ®I I I:
-I l {I � i
1
BLACK PROOF ALL WIRE
1 I� III-
V
I ._ ____ =
BF
IRRIGATION CONTROLLER CONNECTIONS
j' TAL EXPANSION
CARSONMOOEL1226 1214 "X29" LOOP 0,11v LONGi
CLEAN S
-IiI -- _ OR MATERIAL. T
5 0%COMPACTN REQUIRED
ta I
r
j-
1 --III I I -I III
M MPQ
-- P GV
VIOLET ILAVENDER WITH LID MODEL
-II
I Ii
Y
12264 AND STAINLESS STEEL BOLT
-III
PROVIDE BMIN OF SAND
-
I I
I -
f
PLACE AT ABOVE IN PLANT B O M TURF AREAS
AND 3' IN ED
BEDDING AND SHADDING
I i
w n I -I III 1
. x
_
I
CLEAN
PIG TAIL EXPANSION x x li
LOOP oAm 24" LONG)
f _
! I I I - I �)
I SPECS. FOR MATERIAL.
FOR MATERIAL
j I
o I-I j 1 90°.5 COMPACTION REQUIRED
°III i-
M'. WATER METER, CVWD STANDARD
S' STRAINER, STD. DYYO. NO 517-0.
SCOTCH LOK EPDXY FILLED
CONNECTORS FOR ALL FLOW " j
_
-) III-
f
PR' GATE V L E, STD O G STD. DWG. NO. 579.
GV: GATE VALVE. STD. DWIG. NO. 518.
x ,AN17E
SENSOR wd2E CONNECTIONS. x x
INSTALL SCOTCH NNE (COMMON)
I CONTROL WIRE SLEEVE -
I-I I I - SIZE PER PUN INSTALL
'-
i I -I NQN- PRESSURE UTERAC UNE:
m
I ( I I- PURPLE 40 SNAKE PIPE IN i
BF'. BACKFLOW, STILL DWG. NOS. 517 -A. 8 517 -B
IMMEDIATELY AFTER I
_
VIII -) III- ADJACENT TO PRESSURE
f °I
� f � i
i
OC. OUaCK COUPLER, STD DWG. NO. SM
FM: FLOW METER STD. DWG NO. 598.
INSTALLING FLOW METER. OF 14
r SUPPLY LINE
'- ---i ----H
"-- ----11-- ----FF
WINES A
I III °i I
;., _ i
I I
1 MV' MASTER VALVE, 37D. DWVG. NO. 518.
` °
-
f(
i
I -- PRESSURE SUPPLY LIPS: I
i
RED •rR •4 '�'•
-
I I -i -.. - ") �'~ PRESSURE SUPPLY LMT
I PURPLE SCH. 40ICL-. 315 SNAKE
I I III'j-
I
I I I SLEEVE - SIZE TWICE
I I
PIPE IN TRENCH I
€
BLACK MASTER CONTROL
- _
I -III- DIAMETER OF PRESSURE
-III I I
VALVE
FL UIE MOT
~ --
E I -I I SUPPLY LINE
6"TYR
i -i
-
-_I i -i CONTROL WIVES- BUNDLE I
NOTES:
3t1gI,Ep9
c'
1. QUICK COUPLER TO SE INSTALLED 2 FEET DOWNSTREAM OF UST ELBOW ON BACKFLOW.
tAPAN.ME DIAMETER By. YUA3Y %D C1R-
i
5f4,wE AB n,4W
NON- PRESSURE LITERAL
(
I -I I I i -t I AND TAPE AT 16'0,0, AND j
INSTALL ADJACENT TO
2. THE HORIZONTAL L71S7ANCE BETWEEN DOtAES71C WATER LINES AND RECYCLED WATER ONES
FLOW METER .AGGREGATE TO w
METER SIZE PLAD£D TO A OEPFMMOF I
LINE SLEEVE - SIZE TWICE
_
--- ---- !.
I -_ PRESSURE SUPPLY LINE
I -1 I I I I'
I
MUST 90 FEET AND THE VERTICAL. DISTANCE MUST BE t FEET.
e` nit FLOW MEMRAN6 I
DIAMETER OF NON - PRESSURE
_
I -I f I j I -I I I r
I
3. IF A RECYCLED WATER LIVE MUST CROSS OVER A DOMESTIC LINE THE RECYCLED WATER LINE
MAINLINE DIAMETER MAaiEa va.VE ara. i
1
LITERAL LINE
1
(I III I- 1 I- PROVIDE W MIN, OF SAND !
MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE -
SAME As FLOW
METER SIZE DISTANCE DOWNSTREAM OF I
MHMLIM
NOTES.
I I i 5
BEDDING AND SHADING
4- IF THE Mae -LIVE RUNNING FROM THE WATER METER TO THE STRAINER BEDS TO PASS UNDER
UNINTERRUPTED PIPE (5X DIAMETER
L ALL SLEEVES TO BE SCH 40 PVC.
i I
A SIDEWALK TYPE K COPPER MUST BE USED AND EXTEND AT LEAST 1 FOOT PAST THE SIDEWALK
OF FLOW METER SIZE)
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT 60171 ENDS.
i
BEFORE CHANGING TO PVC. TYPE K COPPER MUST BE COVERED WITH CHRISTY'S PURPLE
3. ROUTE SLEEVIK3 AROUND HANDICAP RAMPS.
1
POLYETHYLENE WRAF'.
MINIMUM DISTANCE UPSTREAM OF
UNINTERRUPTED PIPE (f0X
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. PLAN 120
I
5. IF THE MAINLINE TURNS Ed DEGREES FROM THE WATER METER, CUCAMONGA VALLEY
°
DIAMETER OF FLOW METER SIZE)
(24" MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION).
Ni
WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE ELBOWS
NOTES.
5. MINIMIZE NUMBER OF GLUE JOINTS UN' DER STREET.
,
�` 9. PIGTAIL AND LOOP CONTROL WIRE AT 90° CHANGES IN DIRECTION,
TO AVOID NIGH WATER PRESSURE DAMAGE TO PVC FITTINGS.
I . MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE.
6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE,
2, IN MULTIPLE FLOW METERINIM. INSTALLATIONS MAXIMIZE THE DISTANCE
7. COPPER LINES MUST BE SLEEVED WITH CHRESTY'S POLYETHYLENE PURPLE PIPE
jI
R 2. PRESSURE SUPPLY LINE 12" AND SMALLER 18" MIN. DEPTH
dd I
FROM THE IrEE`TO EACH FLOW METER TO MINIMIZE TURBULENCE. (
ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART 0 EX- TA- ET- 2 -PRW,
3" AND LARGER 24" MIN. DEPTH
3, MASTER VALVE AND FLOW METER MUST HAVE RECYCLED WATER TAGS
ro
R
I!
( CHRISM $ PURPLE MODEL NO. 10-MAC- P2 -RCWB)
CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA
"-
CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPROVER 8Y.
APPROVED HY,
STAkiMRe PLAN
A APPROVED 8T.
'_v
STNranRD PLAN
+d
APPROVED BT. SfN10Nle PLR!
STAMMRS PLAN
POINT OF CONNECTION (P.Q.C.}
FLOW METER INSTALLATION
TYPICAL SLEEVING
TYPICAL TRENCHING
s.,- FOR NEW LANDSCAPE SITES 526
516
stn'
533
532
-
RL£. jBrz aaM
UJE Mm $FAn10ARD SPECrwCATY.NS Fdt PMIBk,B; WOIIX.S" COHSiRUCiwON
SiEfY f ffi i
SITE
a R2L538T2
USE x1iN STApMRp SPEORY.ATORS F(Xd PVac YORM C(RwSiRUCIdM
SLEET 1 N'
VEER BATE
R{E. 53822
l5E 4MN STANn,RB SPECirlGTig5 FDR PVa1O '40Rx5 CUIn1RLK'110N
SLEET 1 3, i
-
ICER SITE USE Rim VA'A l, S IFXATKNS FpN HAIM 'MpRIdS WNSIRXT*" SLEET I W 1
qCE.. 5%l2
at
_ "...
�
- - -,
I
ANCHOR Rio
RANBERG RD iSW WITH
Y
PURPLE ID CAP PER IRRIGATION LEGEND 6" - 12" DIAM1tETER CLEAR
y�
CARSON MODEL 910 10" ROUND
3
GRADE OF SOIL MULCH PER CITY
PURPLE BOX WITH LID ETCHED STRUCTURE OR
"QCV" AND STAINLESS STEEL BOLT. HARDSCAPING
"SNAP -TITE` WATERPROOF
X - I
4.a'.
STANDARD TAPER
I CONNECTOR OR EQUAL
flN13H SOIL GRADE AWAY FROM HEAD
FINISH GRADE
/
y---- WIRE SERVICE LOOP (LOOP
..
AT GRADE IN TURF AREAS tvI 8 'MIN .
3" IN NON -TURF AREAS I F MAX.
ENOUGH WIRE TO EXTEND WIRE
BUNDLE S' ABOVE GRADE)
- -'�
:'
SPLICE BOX COVER WITH
EL EVATION
-...
PUN VIEW
PLAN VIEW
-••: ,•• •• ••,••,••••
- �IIiI�iI��II�II 1 III II�
`r,:.P
LUCKING TOP ETCHED S.B.
_
AHCiKKH ROD
III
I 117- III -_I 1
NELSON 0" NTH
AT GRADE IN LAWN AREAS
-�-rI j-
" F '-"•1 I ( 11_ I
LOCKING PURPLE CAP
3' IN PLANTER BEDS
MODEL 7845 (J4"j. (1 j
FLOW
'
fI
AND (SO HOSE SWIVEL
( STAINLESS STEEL
z I
SCREW CLAMP
I
MINIMU NI (3) PLACES
SCH W PVC NIPPLE I
Z
3M" WASHED I-
j 12' X 18' GREEN PLASTIC METER
PLAN VIEW
PLAN VIEW
ELEVATION
-..
(MINIMUM 2" LONG)
CRUSHED r P r a .
AGGREGATE BASE
s A
AAA
BOX. CARSON OR EQUAL.
I
PAp
AI
SCAR 80 NIPPLE - e` LONG SCH 40 PVC
SCH 40 BRASS NIPPLE v
w
TXT90'ELL
I IT
SCH 40 BRASS NIPPLE
MARLEX90 °STREET ELL
24 "LONG
Hp�J
CAP w
-.
MARLEX 90° ELL
PLAN VIEW
PLAN VIEW
PLAN VIEW
N
NON - PRESSURE
SCH 40 BRASS 900 ELL
- - - - --
LATERAL FITTING
2d VOLT WIRES. TAPED AND
NON - PRESSURE LATERAL LIE
$
3
SCH 80 PVC 906 SCH 40 BRASS 90°
BUNDLED At 15 fT. INTERVALS
NOTES.
N
STREET ELL STREET ELL
`i'i
t. ALL PLASTIC PIPE TO BE INSTALLED ACCORORNG TO THESE DETAIL,
UNLESS OTHERWISE
NOTE:
PRESSURE SUPPLY 84 FEBAR STAKE
2 CU, FT. PEA GRAVEL
NOTED OR DETAILED,
2- THE CEMENT CONCRETE USED FOR THRUST &.00X8
$
¢„
9. LOCATE HEAD 2" TO 8° FROM WALKS CURBS, HARDSCAPING.
L
MOW STRIPS AND EDGES KM
S
a
LINE FITTING (24" LONG)
L SEE 4AND
SHAD. BE 42EsF2W0 CONCRETE.
3. ALL ANCHOR RODS SMALL ltxM
n
LE THREADS.
2. LSE TEFLON TAPE H ALL MALE HECK VA I
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE j
"'
PRESSURE SUPPLY LINE
LL
OVND PPE
4. cAME TER, WRA SMALL RE USED FOR PLASTICEPIPE3 WITH 3-
1k
3
COMPENSATING FEATURES PER THE IRRIGATION PLAN.
4, HEAD CONNECTION AT BOTTOM INLET ONLY.
NOTE'
I
DIAMETER OR LARGER
1. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
I
PLAN VIEW
CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA -�
CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO
CUCAMONGA, CALIFORNIA
,M
m
'
APPROVED BY,
-....
SiANDARn V II
APPRDVES BYE
-
STNeARS RAV
PDPROVEa RY.
sTANpARn PLAw
' Aicv , Bf,
THRUST BLOCK i STPHSARB PLAx
5f3
POP -UP SHRUB SPRAY HEAD
539 (
s.r3.
_
DICK COUPLING VALVE
536
I y
,C (r
24 VOLT SPLICE BOX
540
g," a�.d! Ifi:
FOR PLASTIC PIPE 546
BAM
USE InnH SINIAARB BPrCIFM.R10N5 roR PL'BUC MMLNrH CONSTMICCIM,!
SKEi 1 ffi 1
RC,F. 55ai BAM
USE Mull SrAMND SPE(NTA11nnd t PII�10 HbRKS C6H5`ChQd
BKET 1 OF 1
CrfY EHOFNF.ER SAM
R LS. 2q yj
IKf IaTN STANWJN SPECrXD.IMII,i rpR PMIaLw[ YIDRR$ IXXd5ry8}OTpR {
i SIRFT 1 S f
2
ct'�,c u.rE
t> RmH srwwARO
sPECSKATXws -roR Pueuc Ioracs cola-rmNC*+oN
RF.E. 2Ag53
Model 375, 3758
Reduced Pressure Principle (V2 %V1
❑ Installation
CAUTION: Installation of Backtlow Pre -
ve me m m ustba perform ed by qualified,
licensed personnel. The installershould
be sure the proper device has been
selected for the particular installation.
Faulty Installation could result in an
dmptopeny functioning devkie.
WIL40NS Model 375 Reduced Pressure
PNncple 6ackbw Preventers are for use
on potable Water lines Where a health
hazard could exist 4 a backflow situation
ram to Occuf
Proper performance is dependent upon
following these installation Instructions
and prevailing governmental and industry
standards and codes. Failure to do so,
according to W ILKINS Limited V+brranty
"..releases WILKINS of any liability that it
might olletwise have with rasped to that
device." Such failure could also resin in
an Improperly functioning device.
Damagetothedervimcculiresut Wtferever
vater hammerandlorwatertherfnal expan-
sion could create excessive line pressure.
Where this could occur, shock arresters
and/or pressure relief valves should be
installed downstream or the device.
2.. Provide adequate space around the
installed unit so that the test cocks will be
accessible for testing and serviciig.
3, WARNING: if installation of a Moded
375 is an a building, a Suitable drain ar-
rangement MUST be provided to dram
off spillage from the relief Valve. An air
gap at least twotimes the pipe diameter
m ust be provided beMwn the ra llet val ve
and the drawn piping to prevent a cross -
connection. Air Gap AG -11 not intended
to support weight of drain pipe.
CAUTION Do not pipe the relief valve
solidly to a Floor drain, sewer or sump.
CAUTION: AnadequaMystWddminis
requiredtopa ventpossiblewaterdam-
age due to relief valve discharge.
Proposition 66 M11rrma This prow
WIL"Ns4
a awconpany
❑ Testing O Maintenance Instructions
-
-
WILKENS 37$ XL.S
ENCLOSURE MODEL PER BACKFLOW PREVENTOR.
IRRIGATION LEGEND SHALL r - - -- - - - - -, SEE MANU, iNSTALL$HEET
PLACERWORKS
f
I BELOW
-7
SIZE SIZEFLOW DEPENDENT --- -. -- ; LINE VALVE (2) PLACES
BACKFLOW DIMENSION /�
+ANN GAP!rT
"`
,
tY M N
CLOSE NIPPLE
f �
jI
9P MAX I
I I i
I
�
.
s
B" THICK % 12" WIDE -.. I i
CONCRETEPAD I A I PVC SLEEVE REQUIRED
LENGTH VARIES PER I 1 FOR PIPE THROUGH
FLOOR
r
StZEaMNUFACTURER) 1 12" 1 CONCRETE PAD
GRAIN
SLOPE TO DRAIN AT I {C FINISH GRADE
MIN. 2%
DIRECTION OF FLOW -n�:
90% COMPACTION
" �I �REOURED
NIPPLE - TYPICAL.
I (2) PLACES
A16" MIN. ' SCH 40 PVC MALE
OR PER I I ( i II ADAPTOR
I
LOCAL CODE 15'fl�
I i
-�-y if I!II� LINE TO SYSTEMS
FROM WATER FLOW
SOURCE
70 METER
ELBOW TYPICAL
(2) PLACES
RIGID PIPE AND RELATED FITTINGS
SHALL BE PER CUCAMONGA VALLEY
WATER DISTRICT STANDARDS.
CONTRACTOR SMALL VERIFY WITH
CV WD PRIOR TO CONSTRUCTION.
j
NOTES:
1. INSTALL PER LOCAL CODES.
* 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY
STRUCTURES OR HKRDSCAPW..
g 3. WHEN UNIT is NEXT TO A STRUCTURE (WALL. BUILDING, ETC.)
d
d MOUNT TEST COCKS ON OPEN OR NONSTRUCTURE SIDE.
A 4. ORIENT UNIT PARALLEL TO STREET.
5 SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE.
6. DIELECTRIC FITTINGS ARE REQUIRED FOR CONNECT04S OF
DISiMILAR METALS.
d 7. VALVE PER STD, 518 REOUiRED BEFORE BACKFLOW PREVENTER.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
"P°° D In` REDUCED PRESSURE BACKFLOW
n H "AR
-s PREVENTER -TYPE B
517-B
R�
1wlT2R MIT USE MIRK STANDARD SPFCIfiQATM]18 FOR PU&!c 001011 tON3tAtrTW
RTE. 53HR
a6Ef 2 6 f
Model 375, 3758
Reduced Pressure Principle (V2 %V1
❑ Installation
CAUTION: Installation of Backtlow Pre -
ve me m m ustba perform ed by qualified,
licensed personnel. The installershould
be sure the proper device has been
selected for the particular installation.
Faulty Installation could result in an
dmptopeny functioning devkie.
WIL40NS Model 375 Reduced Pressure
PNncple 6ackbw Preventers are for use
on potable Water lines Where a health
hazard could exist 4 a backflow situation
ram to Occuf
Proper performance is dependent upon
following these installation Instructions
and prevailing governmental and industry
standards and codes. Failure to do so,
according to W ILKINS Limited V+brranty
"..releases WILKINS of any liability that it
might olletwise have with rasped to that
device." Such failure could also resin in
an Improperly functioning device.
Damagetothedervimcculiresut Wtferever
vater hammerandlorwatertherfnal expan-
sion could create excessive line pressure.
Where this could occur, shock arresters
and/or pressure relief valves should be
installed downstream or the device.
2.. Provide adequate space around the
installed unit so that the test cocks will be
accessible for testing and serviciig.
3, WARNING: if installation of a Moded
375 is an a building, a Suitable drain ar-
rangement MUST be provided to dram
off spillage from the relief Valve. An air
gap at least twotimes the pipe diameter
m ust be provided beMwn the ra llet val ve
and the drawn piping to prevent a cross -
connection. Air Gap AG -11 not intended
to support weight of drain pipe.
CAUTION Do not pipe the relief valve
solidly to a Floor drain, sewer or sump.
CAUTION: AnadequaMystWddminis
requiredtopa ventpossiblewaterdam-
age due to relief valve discharge.
Proposition 66 M11rrma This prow
WIL"Ns4
a awconpany
❑ Testing O Maintenance Instructions
-
-
ENCLOSURE
f
OPTIONAL T PIPE -
-7
WATER KDRAN UNE OAV
METER BE ANY STANDARD
+ANN GAP!rT
"`
,
tY M N
` PtPINGMATERIPL)
jI
9P MAX I
I
I
�
.
s
FLOOR
r
GRAIN
..__. ` -INLET SHIM DFF
DIRECTION OF FLOW -n�:
4. Install Valve at least 12 itches above
surrounding food level.
5. Akviysconsuthacalcodesformstalls-
tidm methods approvals and guidance.
OUTDOOR INSTALLATION
Model 375 Backfow, Preveribus may be
Installed outdoors only I the device is
protected against freezing conditions.
Exposure to training conditions will result
in improper function or damage to the
device. The installation location must be
kept above 32°F. All the basic Installation
instructions apply
If insmi atom is in a pit or vault, the Back-
flow Preventer must never be submerged
In Water because this *11 Cause a cross -
connection. Make sure that the pt of vatdt
always remains dry by providing awe
drainage.
INDOOR INSTALLATION
Indoor installation is preferred it areas
that are Subject to freez ing conditions. AN
the basic installation instructions apply to
swxh insWilatios.
PARALLEL INSTALLATION
Where uninterrupted service hang single
meter connection must be maintained, two
or more BackNow Preventers may be con-
nected in parallel. All the bast installation
Instructions; apply to parallel installation.
Be Sure to allow adequate room between
the units for testing and repair,
PLACING THE DEVICE IN SERVICE
After the instaHation of a Model 375 has
been completed, piece the unit in service
as follows:
375 REDUCED PRESSURE PRINCIPLE
1. Start with bath shu[dF valves closed.
SIDVAyopentheinletshut- ffvalve ultdthe
backtbw, preventex a completely pressur-
ized. A tmef dischargehomthe relief valve
mayoc curwlTiethedevIoe ispressur¢ing.
TheddschargeshouMcesseby thetirre the
shut-off valve is fully open. Device should
function property. if the discharge does not
stop, refer to"MAINMNANCEINSfRUC-
TIONS" for repair procedures.
2, Afterthe device has been pressurized .
vent alt trapped air aom both check valves
by all** opening each of the pour test
cocks.
3. Sbwy open the dvAristream shut -o8
valve. The Model $75 Reduced Pressure
Principle Backfbvv Prevemer is now in
service,
4. I "sp Mmg" or internaBallt discharges
from the relief valve are now, I could
be a result of pressure fluctuation and /or
a water hammer condition in the system.
If such conditions exist, install a 1MLKINS
weterpressurereducingvaMe. a WILKINS
Model 40XL check valve, or a WiLKINS
Model 1250 water hammer shock arrest -
em in compliance With Industry standards
Be needed
5. After the Model 375 has been prop.
Silly ilstalled, best the device (see'TEST
PROCEDURES ") I the device fails the
test, remove the first and second check
valves and thoroughly flush the device. If
the relief valve fails to operate properly, .
inspect the sensing passage for ologging
(see"MAINTENANCE INSTRUCTIONS).
Orion rubber seals of all debris and place
unit hack in service.
contorts chemicals known to the State of California to cause cancer
TNS product is not to be used toconvey water for hurnm consumption through cooking or drinking In Coot mut or Wkmwrd.
Call mac Has Cone 4116875, VE A §2470h
811
AT LEAST THd2EE DAYS
BEFORE YOU DIG
RNftXI ,ALEW.ORG
CALSENSE PRE - ASSEMBLED ENCLOSURE INSTALLATION DETAIL NOTES
t. REMOVE NURSERY S TAKE AND
FILL CAVITY WITHIN OOT SA N
�f', 2. STAKES TO BE PLUMS AND �14 "-�( p
PARALLEL
STAKE TREE PERPERDICUILAR
TO PREVAILING WIND,
10 20.. 2 r� % r
�,j w E
11 3 s
O O TOP TIE TO BE PLACED AS
LOW AS POSSIBLE ON THE TRUNK TO AL F WIND
O FLEXING OF THE TREE. BUT TOP OF STAKES SELOW
4 NOT SO LOW AS TO LOSE HEAD OF TREE WHERE
11 e o THE HEAD TAO DR� °MAIN 1RUNKGROWTH HART PERMITS.
O A (2) SETS OF CINCH TES SPACED 24°
APART, CONVEX Ste. AGAINST TREE
TRUNK. ATTACH WITH GALVANOED
5 SCREWS TO V LODGE POLES.
0 0 0 O I iz Nrz. 2' DA, LODGE POLE PINE STAKES
p WITH WOOD PRESERVATIVE STAIN,
1 I'
UNDISTURBED SaL AND POSITION
STAKES OUTSIDE ROOT SAIL,
■
LEGEND
1. STROW - -7" METER ENCLOSURE STAINLESS STEEL
NEMA TYPE 3R MPE- SERIES IOOAMP SERVICE
51ZE: 34° WIDE X IS6' DEEP X 52° HIGH
2. COMMERCIAL METER SOCKET IOOA WITH TEST
BLOCKS
3. SERVICE METER VIEWING WINDOW
4. SIDE HINGED REMOVABLE FRONT LID
5. LOAF CENTER WITH MAIN BREAKER
6. LOAD CENTER COMPARTMENT, GASKETED DOOR WITH
T- HANDLE, PADLOCKABLE.
7. LOAD CONDUIT FROM LOAD CENTER SECTION INTO
611 TOMER ENCLOSURE MIN, V' AS PER NEEDED
S. POURED CONCRETE BASE - b° MIN. THICKNESS -
EXTEND CONCRETE 8V' 13EYOrD OUTSIDE DIMENSION
OF ENCLOSURE (5d" X 34 ') WITH 2% SLOPE AWAY
FOR DRAINAGE.
NOTES:
g. STAINLESS ANCHOR BASE & MOUNTING BOLTS
SUPPLIED WITH ENCLOSURE. INSTALLED DURING
CONCRETE POUR AND CONDUIT PLACEMENT
10. FLIP TOP LID SHOWN IN OPEN P051TION WITH DOME
ANTENNA PER CONTROLLER PART NUMBER.
LOCATION /INSTALLATION BY CITY REPRESENATIVE,
VERIFY DIRECTION PRIOR TO MOUNTING.
11. CA-SENSE CONTROLLER PANEL PER CONTROLLER
PART NUMBER. MOUNT FLUSH ON FACE OF
ENCLOSURE AT ANGLE FOR EASY ACCESS AND VIEWING
12. 6ALSEN5E TP -1 TRANSIENT PROTECTION BOARD
13. lib AWG GROUNDING WIRE CONNECTED TO GROUND LUG
14. 518°X8' COPPER GROUNDING ROD WITH SCH 40 PVC
SLEEVE
15. V' SCH 40 CONDUIT FOR LOW VOLTAGE CONTROL
WIRES
16. SERVICE LINE CONDUIT V' FROM UTILITY
TRANSFORMER. WIRE SIZE PER NEC, 5TANDARDS FOR
AMPERAGE LOAD.
I. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS & PER LOCAL CODES.
2. CONTROL VALVE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN SEQUENCE OF REMOTE CONTROL
VALVES.
3. RUN 4 EXTRA WIRES (COLOR ORANGE) TO THE FARTHEST RCV ON EITHER BRANCH OF THE MAINLINE
FOR FUTURE USE. PIGTAIL ORANGE WIRES IN ENCLOSURE.
4, COMMON WIRE TO BE WHITE. & CONTROLLER WIRE TO BE RED OR BLACK.
5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER & ROWS.
b. LR-RRe DOME ANTENNA TO BE LOCATED & INSTALLED BY CITY REPRESENTATIVE TOP LOCAL RADIO (LR)
SYSTEM TO BE OPERABLE TO THE CITY YAWS CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE.
T ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE,
8. CONTROLLER NOT TO BE CONTROLLEP BY GPI OUTLET, IT IS TO BE WIRED HOT.
9, INSTALL RECYCLED WATER DECAL (CHRI5TYS PART #ID -4100) ON CONTROLLER BOX.
10. ALL CONTROLLER CABINETS SHALL BE PRE - ASSEMBLED, TESTED & INSPECTED IN THE FIELD BY
CALSENSE.
11. ALL CONNECTIONS SHALL BE WATERTIGHT "OUTDOOR TYPE" CONNECTIONS.
NATME BACKFB.L WITH
NO ROCKS GREATER
THAN T DW.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
I" DOUBLE STAKED TREE STANDARD F AN
rLLrd 5 GAL - 24" BOX 502
TE USE WITH STANDOM SPECITCAWHS MR PU" WDItSS CONSiMJCI1LiN SHEft x Lk i
TIGHTLY COMPACTED r SOW TO FORM
DEPRESSED WATERING BASIN.
TOP OF ROOTBALL TO
EXTEND 2'ABOVE
Fund GRADE
FINISH GRADE --t
:"i57nlII
ALAN POT TO Be (2) TIMES; THE
WIDTH OF THE ROOT BALL.
NATIVE SACKFILL WITH NO
ROCKS GREATER THAN 3'
DIAMETER.
UNDISTURBED NATIVE 96R.
NOTES:
I . UWANGLEMATTED ROOTS BY LOOSENING ALL ROOTSATEDGF
OF ROOT BALL. DO NOT CRACK ROOTBAU_
CITY OF RANCHO CUCAMONGA, CALIFORNIA
�w STA�NRD Po.AN
CONTAINER PLANTING 506
EER tE, LISE 4TJH STANDAND SPECDC/MIOHS FOR RUBUC WDRRS CORiRRiICION
24 3 i SHEET 1 OF t
R
- -- -STORM DRAWN CATCHBASIN
UNDERGROUND
f'
UT11,ITIE6 (I �
s ! f
y n rl
z � : -«-- ¢DTaITV
ti F i i P4�'E yy, f 1 6 L
- -
METER NIT --
i ._
' 5' _.CURB AND GUTTER
MIN.
SIDEWALK ....„.�.1 _� 71
DRIVE
APPROACH
CURB 5' I I
F+A 1 MIT GUTTER {+.- + "+ O rt ...:
_UNDERGROUND
STRUCTURE a9.
TRANSFORMER VAULT,
NOTES:
-1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER,
2. ALL TREES IN THE R, O.W. ARE SUBJECT TO LINE OF SIGHT
CRITERIA AS APPROVED BY TRAFFIC ENGINEER,
3. MAINTAIN 5 FEET FROM CENTER OF TREE To EDGE OF ALL UNDERGROUND
FACBRES. IN ADDITION MAINTAIN S FROM CENTER OF TREE TO ALL UTILITY
OWNED WATER Q SEWER LATERAL LINES,
4. TREES SHALL NOT BE LOCATED ON PROPERTY UNES. MAINTAIN APPDXIMATELY
6 FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LNE.
S. STREET TREED ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DIVISION,
6. STREET TREES SHALL SE PLANTED AND STAKED ACCORDING TO THE CITY
STANDARD PLANS.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPRJIYCI SY, .
TREE PLACEMENT nD
(L{ x 501
¢ L E DATE SE M N SNJDNS M%KAOGNB MR PUBM, N KDRK3 CDNSIRUC110N I SHEET t ff J
1
'`LAUALER1
DML TOLL
AT LEAST THREE DAYS
BEFORE YOU DIG
4�c�L
-_
Y
,.
i
HARDSCAAPING(CONCRETE TRADER,
CURB 5 GUTTER, SIDEWALK, ETC.)
4' OF COMPACTED WOOD CHIP
MULCH.
FINISH SOB. GRADE
12'
n
f -' II -SRI! III IFIlI it llil -�i� ! Il�il{
SHOVEL CUT EDGE COMPACTED
I NATIVE SOIL
NOTES:
1. PRIOR TO PURCHASFJPLACEMENT OF THE MULCH, THE CONTRACTOR SHALL i
SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL
2. MULCH AROLMID TREES AND SHRLISS AS PER CTIY STANDARD PLAN AND BLEND
INTO EDGES AT GROUND COVER AREAS.
3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION,
i
4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR
ALLOWED TO REMAIN THERE.
i
o&
CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPRIVED 9Yi STANDARD PI.AIV
MULCH INSTALLATION
509
CITY 24963 USE WRN STANDWO) SPELPICATONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF
LIMIT OF PLANTER AREA
DISTANCE EQUAL TO THE
ON CENTER SPACING
OF SPECIFIED SHRUB
ONE HALF OF SPACING
REQUIREMENT
', /DISTANCE EOUACI THE
Oti CENTER SPACIN NG
OF SPECIFIED SHRUB
DISTANCE EQUAL TO THE ON CENTER
SPACING OF SPECIFIED SHRUB,
UNLESS SPECIAL CASE AS DESCRIBED
IN NOTE 4. BELOW,
NOTE:
1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON
PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.
2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER
SHALL BE PLANTED AT ONE�HALF THE DESIGNATED SPACING
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
3. SPACING REQUIREAGENTS SHALL GOVERN THE FINAL QUANTITIES
OF PLANT MATERMLS, PLANT QUANDnEs INDICATED ON THE
LEGEND ARE ESTIMATES ONLY,
4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO
SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
SHRUB AND GROUND COVER STANDARD PLAN
SPACING 506
R E U5E WRN STAMMDp SPECIKAT(NJS Fpt AIDKIC WORKS CONSIRUCHION
?0 SJ&ET S OF i
TOP OF ROOTSALL TO EXTEND 2'
TIGHTLY COMPACTED 3' BERM
ABOVE FINISH GRADE.
TO FORM WATERING SABO FOR
RESIDENTIAL AND GROUND COVER
PLANT PIT TO BE (2) TIMES THE
INSTALLATIONS, LOCATE OUTSIDE
WIDTH OF THE ROOT BALL. NO
OF PLANT PIT. BERMS IN TURF
WOW CHIP WIACH SHOULDBE
AREAS TO BE REMOVED PRIOR
PLACED OR ALLOWED TO REMAIN
TO CITY ACCEPTANCE. 7
OVER THE ROOT BALL,
NATME BACKFB.L WITH
NO ROCKS GREATER
THAN T DW.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
I" DOUBLE STAKED TREE STANDARD F AN
rLLrd 5 GAL - 24" BOX 502
TE USE WITH STANDOM SPECITCAWHS MR PU" WDItSS CONSiMJCI1LiN SHEft x Lk i
TIGHTLY COMPACTED r SOW TO FORM
DEPRESSED WATERING BASIN.
TOP OF ROOTBALL TO
EXTEND 2'ABOVE
Fund GRADE
FINISH GRADE --t
:"i57nlII
ALAN POT TO Be (2) TIMES; THE
WIDTH OF THE ROOT BALL.
NATIVE SACKFILL WITH NO
ROCKS GREATER THAN 3'
DIAMETER.
UNDISTURBED NATIVE 96R.
NOTES:
I . UWANGLEMATTED ROOTS BY LOOSENING ALL ROOTSATEDGF
OF ROOT BALL. DO NOT CRACK ROOTBAU_
CITY OF RANCHO CUCAMONGA, CALIFORNIA
�w STA�NRD Po.AN
CONTAINER PLANTING 506
EER tE, LISE 4TJH STANDAND SPECDC/MIOHS FOR RUBUC WDRRS CORiRRiICION
24 3 i SHEET 1 OF t
R
- -- -STORM DRAWN CATCHBASIN
UNDERGROUND
f'
UT11,ITIE6 (I �
s ! f
y n rl
z � : -«-- ¢DTaITV
ti F i i P4�'E yy, f 1 6 L
- -
METER NIT --
i ._
' 5' _.CURB AND GUTTER
MIN.
SIDEWALK ....„.�.1 _� 71
DRIVE
APPROACH
CURB 5' I I
F+A 1 MIT GUTTER {+.- + "+ O rt ...:
_UNDERGROUND
STRUCTURE a9.
TRANSFORMER VAULT,
NOTES:
-1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER,
2. ALL TREES IN THE R, O.W. ARE SUBJECT TO LINE OF SIGHT
CRITERIA AS APPROVED BY TRAFFIC ENGINEER,
3. MAINTAIN 5 FEET FROM CENTER OF TREE To EDGE OF ALL UNDERGROUND
FACBRES. IN ADDITION MAINTAIN S FROM CENTER OF TREE TO ALL UTILITY
OWNED WATER Q SEWER LATERAL LINES,
4. TREES SHALL NOT BE LOCATED ON PROPERTY UNES. MAINTAIN APPDXIMATELY
6 FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LNE.
S. STREET TREED ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DIVISION,
6. STREET TREES SHALL SE PLANTED AND STAKED ACCORDING TO THE CITY
STANDARD PLANS.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPRJIYCI SY, .
TREE PLACEMENT nD
(L{ x 501
¢ L E DATE SE M N SNJDNS M%KAOGNB MR PUBM, N KDRK3 CDNSIRUC110N I SHEET t ff J
1
'`LAUALER1
DML TOLL
AT LEAST THREE DAYS
BEFORE YOU DIG
4�c�L
-_
Y
,.
i
HARDSCAAPING(CONCRETE TRADER,
CURB 5 GUTTER, SIDEWALK, ETC.)
4' OF COMPACTED WOOD CHIP
MULCH.
FINISH SOB. GRADE
12'
n
f -' II -SRI! III IFIlI it llil -�i� ! Il�il{
SHOVEL CUT EDGE COMPACTED
I NATIVE SOIL
NOTES:
1. PRIOR TO PURCHASFJPLACEMENT OF THE MULCH, THE CONTRACTOR SHALL i
SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL
2. MULCH AROLMID TREES AND SHRLISS AS PER CTIY STANDARD PLAN AND BLEND
INTO EDGES AT GROUND COVER AREAS.
3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION,
i
4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR
ALLOWED TO REMAIN THERE.
i
o&
CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPRIVED 9Yi STANDARD PI.AIV
MULCH INSTALLATION
509
CITY 24963 USE WRN STANDWO) SPELPICATONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF
LIMIT OF PLANTER AREA
DISTANCE EQUAL TO THE
ON CENTER SPACING
OF SPECIFIED SHRUB
ONE HALF OF SPACING
REQUIREMENT
', /DISTANCE EOUACI THE
Oti CENTER SPACIN NG
OF SPECIFIED SHRUB
DISTANCE EQUAL TO THE ON CENTER
SPACING OF SPECIFIED SHRUB,
UNLESS SPECIAL CASE AS DESCRIBED
IN NOTE 4. BELOW,
NOTE:
1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON
PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.
2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER
SHALL BE PLANTED AT ONE�HALF THE DESIGNATED SPACING
FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
3. SPACING REQUIREAGENTS SHALL GOVERN THE FINAL QUANTITIES
OF PLANT MATERMLS, PLANT QUANDnEs INDICATED ON THE
LEGEND ARE ESTIMATES ONLY,
4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO
SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
SHRUB AND GROUND COVER STANDARD PLAN
SPACING 506
R E U5E WRN STAMMDp SPECIKAT(NJS Fpt AIDKIC WORKS CONSIRUCHION
?0 SJ&ET S OF i
GREENBOOK SPECIFICATIONS
1. THE CONTRACTOR SHALL CONSTRUCT THE PROJECT USING THE SPECIFICATIONS IN
THE CURRENT VERSION OF THE GREENBOOK FOR PUBLIC WORKS CONSTRUCTION. THE
SPECIFICATIONS BELOW ARE IN ADDITION TO THE GREENBOOK SPECIFICATIONS. IN THE
CASE OF ANY DISCREPENCY THE GREENBOOK STANDARD SHALL APPLY.
A. GENERAL NOTES
1. BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING
BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR
BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY
ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT.
2. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
EQUIPMENT AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL ELEMENTS AS
SHOWN ON THE DRAWING AND SPECIFIED HEREIN.
3. PLAN VERIFICATION: THE DRAWING AND SPECIFICATIONS REPRESENT THE FINISH
CONSTRUCTION PRODUCT. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS,
CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THROUGHLY
AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY
SUCH DISCREPANCY, GOVERNING CODES SHALL THEN APPLY.
4. LICENSE: THE CONTRATOR SHALL BE A CALIFORNIA LICENSED CONTRACTOR.
5. BUILDING CODE: ALL CONSTRUCTION WITHIN THESE DRAWINGS SHALL CONFORM TO
THE CURRENT EDITION OF THE GREEN BOOK SPECIFICATIONS FOR CONSTRUCTION OF
PUBLIC WORKS PROJECT. INTERNATIONAL BUILDING CODE AND ALL APPLICABLE
GOVERNING CODES AND ORDINANCES.
6. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE
CONDITIONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
7. DIMENSIONS: ALL SCALE DIMENSIONS ARE APPROXIMATE, WRITTEN DIMENSIONS
ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
8. METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE
LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS.
9. UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND UTILITIES, ELECTRICAL CABLES, CONDUITS, AND
IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY
BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS.
10. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND
PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED.
11. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR
FOR THE CLARIFICATION OF ALL DESIGN CONCEPT DETAILS, IF REQUIRED BY OWNDER
OR GOVERNING AUTHORITY.
12. LIABLE FOR DAMAGE: THE CONTRACTOR WHALL BE RESPONSIBLE FOR ANY
DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, PLANTING, CONSTRUCTION,
PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD
AGAINST DAMAGE.
13. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT -OF -WAYS, EASEMENTS, SET -BACKS
OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.
14. SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT SITE CLEAN AND
FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER
LOCAL CODE AND ORDINANCES.
15. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.
16. MATERIALS: ALL MATERIAL AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL
BE NEW AND IN PERFECT CONDITION WHERE INSTALLED. CONTRACTOR SHALL ALLOW
AT LEAST 6-8 WEEKS FROM TIME OF PLACEMENT OF ORDER UNTIL DELIVERY ON ANY
SPECIFIED ITEM UNLESS OTHERWISE NOTED ON PLANS.
17. SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN
THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE.
APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND LANDSCAPE
ARCHITECT. ALL SUBSTITUTIONS SHALL CONFORM TO LOCAL CODES AND ORDINANCES.
18. GUARANTEE: ALL WORK PERFORMED BY CONTRACTOR SHALL BE GUARANTEED BY
THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE TIME OF COMPLETION AS
DIRECTED BY OWNER, OR UNLESS OTHERWISE SPECIFIED HEREIN.
B. FIELD OBSERVATIONS
1. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH THE
UNDERSTADING THAT THE OWNER OF SAID PLANS WILL USE PROFESSIONAL DESIGN
ASSOCIATES TO PROVIDE TULU CONTRACT SERVICES INCLUDING FIELD OBSERVATION
SERVICES DURING CONSTRUCTION, FAILURE THUSE PROFESSIONAL DESIGN
ASSOCIATES TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET
FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT
OF THE DESIGN. UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT
ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME
COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT
PROFESSIONAL DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM COMPLETING
THE FIELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT
OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH
THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND PROFESSIONAL
DESIGN ASSOCIATES AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL
CLAIMS.
2. FIELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE
INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB
SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB
SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY -EIGHT (48)
HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION
OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED
CHANGES OR MODIFICATIONS TO BE AT CONTRACTOR'S EXPENCSE. THE OWNER (JOB
SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE
AND TIME OF THE OBSERVATION FORTY -EIGHT (48) HOURS IN ADVANCE.
3. JOB SITE MEETINGS AND REQUIRED INSPECTIONS
A. PRE -JOB MEETING ON SITE - PRIOR TO COMMENCEMENT
OF WORK
B. DURING SOIL PREPARATION FOR PLANTING
AND IRRIGATION.
C. CONSTRUCTION STAKING AND LAYOUT OBSERVATION.
D. ROUGH CONSTRUCTION PROGRESS OBSERVATION
(FORMING, ETC.).
E. AT COMPLETION OF SOIL PREPARATION.
F. PRESSURE TEST IRRIGATION, MAINS AND LATERALS.
G. COVERAGE OF IRRIGATION SYSTEM.
H. COMPLETION OF WEED CONTROL.
L PLANT MATERIAL SPOTTING CHECK.
J. GRADING CHECK PRIOR TO GROUNDCOVER.
K. COMPLETION OF PLANTING.
L. 30, 60 8 90-DAY MAINTENANCE INSPECTIONS.
M. FINAL OBSERVATION/PROJECT CERTIFICATION.
C. TUBULAR STEEL / METAL NOTES
1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / METAL
WORK INDICATED ON THESE PLANS.
2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS.
3. LICENSE: THE TUBULAR STEEL CONTRACTOR SHALL BE A G-23 CALIFORNIA
LICENSED TUBULAR STEEL FENCE CONTRACTOR.
4. INTERNATIONAL BUILDING CODE: ALL CONCRETE CONSTRUCTUION SHALL CONFORM
TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE
GOVERNING AGENCIES.
5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE
CONDITONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
6. WORKMANSHIP: ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AND TO
LINE AND HEIGHT, LEVEL WITH ACCURATE ANGLE AND SURFACES AS INDICATED ON
DRAWINGS.
7. MATERIAL STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH
IMPAIR STRENGTH, DURABILITY AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALL
CONFORM TO
ASTM A -36.
8. WELDING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12 -1 AND
REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONS
CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH.
9. FOOTINGS: CONCRETE FOOTINGS SHALL BE OF THE SIZE AND TYPE AS INDICATED
ON DRAWINGS OR AS PER STRUCTURAL ENGINEER'S SPECIFICATIONS. EARTHFORMS
MAY BE USED FOR FOOTINGS ONLY WHERE SOIL IS FIRM AND STABLE AND CONCRETE
WILL NOT BE EXPOSED.
10. CAPS: CONTRACTOR SHALL CAP ALL EXPOSED ENDS OF TUBING.
11- PAINT: ALL EXPOSED SURFACES TO BE PAINTED WITH 1 COAT OXIDE BASE PRIMER
AND PAINTED WITH 2 COATS OF RUST INHIBITING ENAMEL PAINT. COLOR AND FINISH PER
DRAWINGS.
12. GLEANING: AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD
WELDS, BOLTS AND ABRADED AREAS, TOUCH UP ALL AREAS WITH THE SAME MATERIAL
AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISH
COATS.
13. DEFECTS: ALL DEFECTS IN TUBULAR STEELIMETAL WORK SHALL BE CORRECTED
THROUGH THE GUARANTEE HEREIN, AT THE CONTRACTOR'S EXPENSE TO THE
SATISFACTION OF THE OWNER.
D. TUBULAR STEEL / METAL NOTES
1. SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
EQUIPMENT AND SERVICES FOR THE INSTALLATION OF ALL TUBULAR STEEL / METAL
WORK INDICATED ON THESE PLANS.
2. PLAN VERIFICATION: THE CONTRACTOR SHALL NOTIFY OWNER AND LANDSCAPE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS ON ALL DRAWINGS
3. LICENSE: THE TUBULAR STEEL CONTRACTOR SHALL BE A G23 CALIFORNIA
LICENSED TUBULAR STEEL FENCE CONTRACTOR.
4. INTERNATIONAL BUILDING CODE: ALL CONCRETE CONSTRUCTUION SHALL CONFORM
TO THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL APPLICABLE
GOVERNING AGENCIES.
5. FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE
CONDITONS BEFORE STARTING WORK. OWNER AND LANDSCAPE ARCHITECT SHALL BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
6. WORKMANSHIP: ALL TUBULAR STEEL WORK SHALL BE PLUMB, STRAIGHT AND TO
LINE AND HEIGHT, LEVEL WITH ACCURATE ANGLE AND SURFACES AS INDICATED ON
DRAWINGS.
7. MATERIAL STANDARDS: ALL METAL WORK SHALL BE FREE OF DEFECTS WHICH
IMPAIR STRENGTH, DURABILITY AND APPEARANCE. STEEL BARS, PLATES, ETC. SHALL
CONFORM TO
ASTM A -36.
8. WELDING: WELDING OF TUBULAR STEEL SHALL CONFORM TO AWS D12 -1 AND
REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. WELD ALL CONNECTIONS
CONTINUOUS AND SOLID. GRIND ALL WELDS SMOOTH.
E. CONCRETE SPECIFICATIONS
PART I GENERAL
1.01 Description
For concrete information refer to the Standard Specifications for Public
Works Construction (Green Book: Edition per the City of Rancho
Cucamonga). Refer to Sections 4, 201, 303, and 400, as well as any other
sections related to the installation, per and post installation of concrete
work, materials, labor, and clean-up. The Standard Specifications for
Public Works Construction is available from:
BI Building News
3055 Overland Avenue
Los Angeles, CA 90034
(310) 202 -7775
1.02 Scope
Furnish and install all concrete work complete as indicated on the
drawings or as specified, including, but not limited to the following:
A. Furnish and set all reinforcing steel, bolts, and anchors.
B. Install all items required by other trades which are to be cast into concrete.
C. Concrete mow strips, footings for walls, fencing, posts, benches, etc.,
where applicable.
1.03 Protection
All finished concrete work shall he barricaded to pedestrian traffic for
three (3) days. Barricade shall be placed imediately after concrete
finishing. Contractor shall furnish, place and remove all of his own
barricades. Contractor shall be responsible for any damage to new
construction and replacement or repair of the work shall be made without
added cost to the City.
1.04 Clean-up
Upon completion of all concrete work and before final acceptance, the
Contractor shall remove all tools, surplus materials, apparatus, debris, etc.
from the site and the site shall be left in a clean, neat condition acceptable
to the City.
A LJE I
DUL TOLL Fitt
811
AT LEAST THREE DAYS
BEFORE YOU DIG
11((*.DIGALERT.ORG
SPRINKLER IRRIGATION SPECIFICATIONS
PARTI - GENERAL
1.01 DESCRIPTION
A. Scope of Work: Provide all labor, materials, transportation, and services necessary to famish and install the Irrigation System as
shown on the Drawings and described herein.
B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the
minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition.
1.02 QUALITY ASSURANCE & REQUIREMENTS
A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required.
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers
of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications.
C. Ordinances and Regulations: All local, municipal and state laws, and rules and regulations governing or relating to any portion of
this work are hereby incorporated into and made a part of these Specifications, and their provisions shall be carried out by the
Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules,
regulations, or requirements of the same. However, when these Specifications and Drawings call for or describe materials,
workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and
regulations, the provisions of these Specifications and Drawings shall take precedence..
D. Explanation of Drawings:
1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The
Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work
accordingly, famished such fittings, etc., as may be required to meet such conditions. Drawings are generally
diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts
between the irrigation system, planting and architectural features.
2. All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the
specifications.
3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that
obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in
engineering. Such obstructions or differences should be brought to the attention of the City of Rancho Cucamonga. In the
event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary.
1.03 SUBMITTALS
A. Material list:
I. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications.
No substitution will be allowed without prior written approval by the City of Rancho Cucamonga.
2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number,
and description of all materials and equipment to be used. Although manufacturer and other information may be different,
the following is a guide to proper submittal format:
Item No. Description Manufacturer Model No.
1 Backflow Preventer Febeo 825 -Y -BV
2 Automatic Controller Calsense ET2000 -24 -LR -RR
3 Master Valve Superior 3100 RCV
4 Etc. Etc. Etc.
Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire,
connectors, valve, boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information.
3. Equipment or materials installed or famished without prior approval of the City of Rancho Cucamonga may be rejected and the
Contractor may be required to remove such materials from the site at his own expense.
4. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the
Drawings and Specifications on the basis of the information or samples submitted.
5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only
supplement the guarantee.
B. RECORD DRAWINGS:
1. The Contractor shall provide and keep up -to -date a complete record set of blueline ozalid prints which shall be corrected daily,
showing every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of
equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings
shall be kept on the site and shall be used only as a record set.
2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds, showing the
work as actually installed. For example, should a piece of equipment be installed in a location that does not match the
plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original
symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the
original record drawing plan at the proper time.
3. Before the date of the final observation, the Contractor shall transfer all information from the "record drawing" prints to a sepia
mylar or similar mylar material. Arrangements shall be made through the city for obtaining said sepia mylar or similar
mylar material. All work shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for
use on mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel & Esser, or Faber
Castell. The dimensions shall be made as to be easily readable even on the final controller chart (see Section C). The
original mylar "record drawing" plan shall be submitted to the City of Rancho Cucamonga for approval prior to the
completion of the controller chart.
4. The Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road
intersections, etc., the location of the following items:
a. Connection to existing water lines.
b. Connection to existing electrical power.
c. Gate valves.
d. Routing of sprinkler pressure lines (dimension max. 100' along routing).
e. Sprinkler control valves.
f. Routing of control wiring and locations of all splice boxes.
g. Quick coupling valves.
It. Stub -outs for future connections.
i. Other related equipment as directed by the City of Rancho Cucamonga.
5. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of
Rancho Cucamonga. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required
information that may be omitted from the prints.
C. Controller Charts:
1. As- builts drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared.
2. Provide one controller chart for each controller sequence.
3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will
allow.
4. The chart is to be a reduced drawing of the actual installed system. However, in the event the controller sequence is not legible
when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced.
5. The chart shall be a black line or blueline ozalid print and a different color shall be used to indicate the area of coverage for each
station.
6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20
mils.
7. These charts shall be completed and approved prior to the final field observation of the irrigation system.
D. Operation and Maintenance Manuals:
1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to completion of construction, two hard - cover,
three ring binders containing the following information:
a. Index sheet which states Contractor's name, address, and telephone number, and which lists each installed equipment and material
item including names and addresses of manufactures local representatives.
b. Catalog and parts sheets on every material and equipment item installed under this Contract.
C. Guarantee statement.
d. Complete operating and maintenance instructions on all major equipment.
2. In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with instructions for major
equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion of the project that this service
has been rendered.
E. Equipment to be Furnished
Supply as a part of this contract the following tools
a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this
project.
b. Two (2) four -foot valve keys for operation of gate valves.
c. Two (2) keys for each automatic controller.
d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve
installed.
2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. Before final observation can occur,
evidence that the City has received material must be shown to the City of Rancho Cucamonga.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading, unloading, and storing PVC
pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it
to under bending or a concentrated external load at any point. Any section of pipe that has been dented or damaged will be
discarded, and if installed, shall be replaced with new piping.
1.05 SUBSTITUTIONS
A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and
Specifications, he may do so by providing the following information to the City of Rancho Cucamonga for approval:
1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted.
2. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted.
3. Provide the amount of cost savings if the substituted item is approved.
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal item as an approved equal
to the equipment and materials listed on the Drawings and Specifications.
1.06 GUARANTEE
A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and
Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance of the irrigation system.
B. A copy of the Guarantee form shall be included in the operations and maintenance manual.
C. The guarantee form shall be re -typed onto the Contractor's letterhead and shall contain the following information:
GUARANTEE FOR IRRIGATION SYSTEM
We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship,
and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or
neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop during the period of one
year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no
additional costs to the City. We shall make such repairs or replacements within a reasonable time, as determined by the City, after
receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of
written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will
pay the costs and charges therefore upon demand.
PROJECT:
SIGNED:
ADDRESSED:
PHONE: DATE OF ACCEPTANCE:
PART 2- PRODUCTS
2.01 MATERIALS
A. General: Use only new materials of brands and types noted on drawings, specified herein, or approved equals
B. PVC Pressure Main Line Pipe and Fittings:
1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315.
2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC compound conforming to ASTM resin specification
D1784. All pope must meet requirements asset forth in Federal Specification PS- 22 -70, with an appropriate standard
dimension (S.D.R.) (Solvent -weld Pipe).
3. Pressure main line piping for sizes 1 -1/2" and smaller shall he PVC Schedule 40 with solvent welded joints.
4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade I PVC compound conforming to ASTM resin specification
D1785. All pipe must meet requirements as set forth in Federal Specification PS- 21 -70.
5. PVC solvent -weld fittings shall be Schedule 40, I 1 -1 NSF approved conforming to ASTM test procedure D2466.
6. Solvent cement and primer for PVC solvent -weld pipe abd fittings shall be of type and installation methods prescribed by the
manufacturer.
7. All PVC pipe must bear the following markings:
a. Manufacturer's name
b. Nominal pipe size
e. Schedule or class
d. Pressure rating in P.S.I.
e. NSF (National Sanitation Foundation) approval
f Date of extrusion
8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of
approval.
C. PVC Non - Pressure Lateral Line Piping:
I . Non - pressure buried lateral line piping shall be PVC Schedule 40 with solvent -weld joints when installed in planting areas.
2. Non - pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints.
3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D1784. All pipe
must meet requirements set forth in Federal Specification PS -22 -70 with an appropriate standard dimension ratio.
4. Except as noted in paragraphs 1, 2, and 3 of this section (2.01 B), all requirements for non - pressure lateral line pipe and fittings shall
be the same as for solvent -weld pressure main line pipe and fittings as set forth in section 2.01 B of the Specifications.
D. Brass Pipe and Fittings:
1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW -P -351.
2. Fittings shall be red brass conforming to Federal Specification #WW -P -460.
E. Copper Pipe and Fittings:
I . Pipe: Type K, hard tempered.
2. Fittings: wrought copper, solder joint type.
3 Joints shall be soldered with silver solder, 45% silver, 15% copper, 16% zinc, 24% cadmium, solidus at 1125° F, and liquidus
at 1145° F.
F. GateValves:
I. Ball Valves (1 %" and smaller)
a. Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with a stainless steel handle.
b. Ball valves shall be Nibco T- 585 -70 -66 or approved equal.
C. All Ball valves shall be installed per detail.
2. Resilient Wedge Gate Valve (2" and larger)
a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut.
b. Resilient Wedge Gate valves shall be No. 403 RT -RW as supplied by Watts or approved equal.
C. All Resilient Wedge Gate valves shall be installed per detail.
G. Quick Coupling Valves:
1. Quick coupling valves shall have a brass, two -piece body designed for working pressure of 150 P.S.I.
2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings.
H. Backflow Prevention Units:
I . Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in
accordance with the Drawings.
2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel screen and shall be similar to
Bailey #1 OOB or approved equal_
3. All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local
code. The Contractor shall verify with the local governing body as to material type and installation procedures prior to
start of construction. Submit shop drawing for approval.
I. Check Valves:
1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or
rubber disc and shall meet or exceed Federal Specification WW- V - -51D, Class A, Type IV.
2. Anti -drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless
steel and neoprene. Anti -drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti -drain valve
shall be similar to the Valcon "ADV" or approved equal.
J. Control Wiring:
1. Except as noted otherwise, connections between the automatic controllers and the electric control valves shall be made with direct
burial copper wire AWG -U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be made
with AWG -TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common
wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve
manufacturer's specifications and wire chart. In no case shall wire size be less than # 14.
2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible.
3. Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of fifteen (15) feet.
4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at
each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the
surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching
wire conductors.
5. All splices shall be made with Scotch -Lok #3576 Connector Sealing Packs, Rainbird Snap -Tile wire connectors., or approved equal.
Make only one splice with each connector sealing pack.
6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of
Rancho Cucamonga.
K. Automatic Controller:
1. Automatic controller(s) shall be of size and type shown on the Drawings.
2. Final location of automatic controller(s) shall be approved by the City of Rancho Cucamonga.
3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location is to be furnished by
others. The final electrical hook -up shall be the responsibility of the Contractor.
L. Electric Control Valves:
1. All electric control valves shall be the same size and type shown on the Drawings.
2. All electric control valves shall have a manual flow adjustment.
3. Provide and install one control valve box for each electric control valve.
M. Control Valve Boxes:
1. Use 10" x 10 -3/4" round box for all gate valves. Carson Industries #910 -12B with green bolt -down cover or approved equal.
Extension sleeve shall be PVC with minimum size of six (6) inches.
2. Use 9 -1/2" x 16" x 11" rectangular box for all electric control valves. Carson Industries # 1419 -12B with green bolt -down cover or
approved equal.
3. Use 6" diameter x 8 -3/4" deep round plastic valve box for all quick coupling valves. Carson Industries # 608 -12 with green
flex -lock cover or approved equal.
4. Use 9 -1/2" x 16" x 11" rectangular box for all electric control valves installed within on -grade landscaped areas. Carson Industries #
1419 -12B with green bolt -down cover or approved equal.
5. Use 10" x 10 -1/4" round box for all quick coupling valves installed within on- structure landscaped areas. Carson Industries No.
910 -12B with green bolt -down cover or approved equal.
N. Sprinkler Heads:
1. All sprinkler heads shall be of the same size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw,
pressure, and discharge as shown on the Drawings and/or specified in these special provisions.
2. Spray heads shall have a screw adjustment.
3. Riser units shall be fabricated in accordance with the details shown on the drawings.
4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body.
5. All sprinkler heads of the same type shall be the same manufacturer.
O. Sleeving:
1. Sleeving under hardscape or paved areas for mainline, lateral lines or control wiring shall be Schedule 40 P.V.C. or approved equal.
P. Vandal Resistant Controller Enclosure:
I. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet
2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller
and terminal strip.
3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 volt receptacle. Metal conduit shall run from the 117 volt
supply to the controller housing. All power within the housing shall be properly phased.
4. A terminal strip shall be provided, clearly indicating the proper points of connection of all appropriate wiring (station valves, master
valve, common, central control).
Q. Miscellaneous Irrigation Equipment:
1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment.
2. All miscellaneous irrigation equipment shall be as specified or approved equal.
PART 3 - EXECUTION
3.01 OBSERVATION OF SITE CONDITIONS
A. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive approval from the
City of Rancho Cucamonga prior to proceeding with work under this Section.
B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall be responsible for damages to
utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations.
C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference with utilities or other construction or
difficulty in planting trees, shrubs, and ground covers.
D. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the irrigation
system.
3.02 PREPARATION
A. Physical layout:
1. Prior to installation, the Contractor shall size stake out all pressure supply lines, routing and location of sprinkler heads.
2. All layout shall be approved by the City of Rancho Cucamonga prior to installation.
B. Water Supply:
I. The irrigation system shall be connected to water supply point(s) of connection as indicated on the Drawings.
2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes
caused by actual site conditions.
C. Electrical Supply:
1. Electrical connections for any and all automatic controllers shall be made to electrical point(s) of connection as indicated on the
Drawings.
2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes
cause by actual site conditions.
3.03 INSTALLATION
A. Trenching:
1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall
follow layout indicated on the Drawings and as noted.
2. Provide for a minimum of twenty -four (24) inches cover for all irrigation lines installed under paving or hardscaping.
3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) inches or larger in diameter.
4. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines of two and one half (2%') inches or smaller
5. Provide for a minimum of twelve (12) inches for all non- pressure lines.
6. Provide for a minimum cover of eighteen (18) inches for all control wiring.
7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads.
B. Backfilling:
1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated
materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large
clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent
undisturbed soil in planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or other
surface irregularities.
1 A fine granular material backfill will be initially placed on all lines. No foreign matter larger than one -half (%) inch in size will be
permitted in the initial backfill.
3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga.
4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, planting, or other construction are necessary,
the Contractor shall make all required adjustments without cost to the City.
C. Trenching and Backfill Under Paving:
1. Trenches located under areas where paving, asphaltic concrete, or concrete will be installed, shall be backfilled with sand (a layer
four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layers to 95% compaction, using
manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing
adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining
grade. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work.
2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of
sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost.
Permission to cut or break sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic
driving will be permitted under concrete paving.
3. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads.
D. Assemblies:
1. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines (and various assemblies) in such a
manner as
�_pitoscao f
� Ren I le
\ATF OF
CALIF
All designs and ideas contained Whin these
droWings are the property of P.DA,
Professional Design Associates. P.DA
hereby reserves its common IoW copyright
and other property rights in these plans.
These plans shall not be reproduced.
Changed. assigned, or copied in ony form.
Any changes mode by parties other than
P.DA, Without first obtaining the Written
permission and consent of P.DA, shall
relieve P.D.A. of responsibility for the
project of effected portion thereof.
DESCRIPTION OF REVI01ON
DATE I APPROVED
CITY OF RANCHO CUCAMONGA
Plan & Profile
Tract 18466
LENNAR HOMES - VICTORIA POINTE - LMD NO.9
IRRIGATION SPECIFICATIONS
APPROVED BY:
CITY EWNEER
)EOIdN
RW
)RAWN
RW
MWKED
CITY
I E 3 1 O N
ASSICIATES
Landscape Architects
lA3W R.rvw HyhwaY
upla�e. r�no..ea suet -az9i
(909) 999 -fi159 / /at MW 905 3911
DATE .5-6-1.3
R.C.E. No. 63672 I
L9 OP 1 O
DRAWINd No.
2329 -L
PLANTING SPECIFICATIONS
PARTI- GENERAL
1.01 Scope of Work:
Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as indicated on the
drawings, as reasonably implied, or as delineated in the Specifications as follows.
1.02 Standards:
All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the minimum
requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition.
1.03 Quality Assurance:
A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State of California.
B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Suppliers expected to be
employed during the course of construction.
C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction
Contract. The amount of insurance shall be determined by City.
D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion
dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in
charge of the work.
1.04 Responsibilities and Coordination:
A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to be
performed.
B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to
commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities
prior to start of work.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water, electrical
power and gas as required by him for the construction of the project. Temporary services shall be coordinated with the City
and other contractors on the job site.
D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference points and elevations
required by him, and shown on plans for proper execution of site construction.
E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the construction of the
project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities.
1.05 Defective and Unauthorized Work:
All work which is determined by inspection to be defective in its construction or deficient in any of the requirements of the plans
and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the
Landscape Architect and City.
1.06 Inspections:
The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, 24 hours prior to
time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily in this order. Only the
inspection pertaining to the project scope of work will apply:
Rough Grading.
Drain Lines and Catch Basins.
Irrigations (main line pressure, coverage & system operations test).
Soil Preparation and Finish Grading.
Plant Material (delivery & placement).
Substantial Completion Inspection (at completion of landscape improvements) - 7 Days.
Final Inspection (after maintenance period) - 7 days.
The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum of seven (7) days
prior to the beginning work.
1.07 Guaranties:
A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final acceptance of
landscape construction for periods as follows:
Trees 24" box & larger 1 year
Trees 15 gal. & smaller I year
Shrubs All sizes 120 days
Ground Cover 120 days
Bedding Plant 120 days
Lawn (sod) 120 days
Lawn (seed) 120 days from first mowing
Guarantees begin after the project acceptance by City and at the end of the 180 -day maintenance period. Landscape Contractor
shall replace and plant all materials which have died within the time span stated above, at no cost and within 5 days from
receiving written notice from the Landscape Architect or City. If dead material is not replaced and planted within the 5 day
period, City may replace dead material with new material and charge the Landscape Contractor for all expenses incurred.
B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development, for a period of one
year from date of final acceptance of project.
1.08 Material and Labor Releases:
Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials releases for all work
performed under Site Development.
1.09 Disposal and Clean -up:
Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated or
encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus
materials from the site and leave premises in a neat and clean condition. Clean up and remove all remaining debris and surplus
materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the inspector.
PART 2- EXECUTION
2.01 Protection:
Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. Bare root stock
shall be separated and heeled -in, in most earth or other suitable material until planting. Balled and burlapped plants shall have root
ball covered with moist sawdust, wood chips or other suitable material until planting.
2.02 Installation:
Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Architect and
City prior to planting.
Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture:
Native, On -Site Soil with rock no greater than 3" in diameter
Gro Power Plus, 5 -3 -1 15 lbs /cy
Iron Sulfate 2 lbs /cy
(To be used for bidding purposes only, verify with Agronomic Soils Test.)
After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water -in and
establishment.
Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms in turf areas to be removed
prior to City acceptance.
PART 3 - SOIL PREPARATION AND FINISH GRADING
3.01 Scope of Work:
A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading of
all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the specifications.
B. Furnishing, placement and grading, of topsoil for backfilling of planters if required.
C. Cleaning and finish grading of planters areas and planting areas.
3.02 Topsoil:
A. Existing on -site soils listed as 'acceptable' under'Site Grading' specification.
B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay content of this soil
shall be no greater than 15% by weight. The boron content of this soil shall be no greater than 1 part per million as measured
on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. In order
to ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory, approved by
the project Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval. Soil test to
include analysis and recommendations.
3.03 Soil Amendments:
All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the Contractor
3.04 Soil Preparation:
All work on irrigation system shall be complete and inspected for recommended approval and, fine grading completed, prior to
rototilling and prior to soil amendment work.
After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth of 12 ". All rock
and debris more than 2" in diameter shall be removed from the site, except for areas that are to be sodded, in which all rock and
debris more than V in diameter shall be removed.
Apply, spread, and rototil in all soil amendments as recommended to a depth of 6 ". Water area thoroughly after rototilling is
complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area:
4 cubic yards of nitrolized Redwood or Fir shaving or equal.
200 lbs. of Gro -Power or approved equal.
The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil conditions may
change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore,
the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall
be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of
the soil test to be provided during the Pre - construction job conference.
3.05 Finish Grading:
After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and
proper tolerances shall be met after settlement at the end of the project maintenance period.
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change.
3.06 Coordination:
Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil amendment work, and
planting. (See Weed Abatement section).
PART 4 - TREES AND SHRUBS
4.01 Scope of Work:
Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as reasonably implied and as
delineated in the specifications.
4.02 Products
A. Nomenclature - Plant names indicated on the drawings conform the "Standard Plant Names" established by the American Joint
Committee on Horticulture. Except for names covered therein, the established custom of the nursery is followed.
B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect
pests, or their eggs, and shall have healthy, normal root systems, well - filling their container, buy not to the point of being root
bound. Plants shall not be pruned at anytime, and in no case shall trees be topped.
C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and shall be of the size and
caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stakes and ties from
all plant material prohibited until the approval of the Landscape Architect or City.
D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the
planting plan will not accepted and will be replaced at Contractor's expense.
E. Sizes of Plants - Shall be as stated on the Plan. Container stock (1- gallon, 5- gallon, and 15- gallon) shall have been grown in
containers for at least one (1) year, but not over two (2) years.
F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials are approved in advance
by the City, and are made at no additional cost to the City. Except for authorized variations, all substitute plant materials shall
conform to the requirements of these specifications.
G. Plants Not Approved - Plants not approved are to be removed from site immediately and replaced with suitable plants. The City
reserves the right to reject entire lots of plants represented by defected samples.
11. Stake all trees, as per details immediately after planting to prevent wind damage.
I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at least 7 calendar
days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be
excavated as defined on appropriate details.
4.03 Soil Amendments:
Soil amendments shall be as recommended in the Agronomic soils report
4.04 Trees Stakes:
Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further information.
PART 5 - GROUND COVER AND BEDDING PLANTS
5.01 Scope of Work:
Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding
plants, as shown on plans, as reasonably implied, or delineated in the specifications.
5.02 Bedding Plants:
Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on
plans.
5.03 Ground Cover:
Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well rooted in flats or
similar containers.
5.04 Mulch:
Mulch: Shall be of compacted wood chip fiber.
5.05 Coordination:
A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed, keep plant roots moist
and place in a sheltered location protected from the sun, wind and other damaging elements.
B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover
planting.
5.06 Installation:
Plant ground cover and bedding plants in moist soil and space as indicated on plans.
Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such that
soil does not crumble when removing plants from container.
Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch
material shall be spread over the entire planter area afler grade is established. Watering shall begin immediately after mulching.
(Grading shall accommodate the mulch)
5.07 Protection:
Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance.
PART 6 - WEED ABATEMENT
6.01 Scope of Work:
Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably implied, and as
delineated in the specifications.
6.02 Quality Assurance
A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest
Control Advisor in addition to any subcontractor licenses that are required.
B. All materials and methods must conform to Federal, State, and Local Regulations.
6.03 Submittal:
Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City a list
of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the
site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect
and City data to demonstrate the compatibility of the weed control materials and methods with the intended planting and seed
varieties present.
6.04 Responsibility and Coordination:
A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and
to notify the public.
B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job
site unusable for more than 10 days from date of application.
6.05 Non - Selective Herbicides:
Non - selective contact herbicide and/or non - selective systemic herbicides (as recommended by the Pest Control Advisor)
6.06 Selective Herbicides:
Selective pre- emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor)
6.07 Weed Eradication:
If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to
removal, spray these areas per Pest Control Advisors recommendations.
A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas.
Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the soil. Physically
remove all weeds from the site.
PART 7 - LANDSCAPE MAINTENANCE
7.01 Scope of Work:
Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably
implied or as delineated in the specifications including, but not limited to the following:
Maintain all plants and planted areas.
Keep planted areas free of weeds and debris.
Prune trees and shrubs.
Fertilized all plants and planted areas.
Irrigation.
Insecticide spraying.
7.02 Fertilizers:
A. Commercial fertilizers with an analysis of 5 -3 -1 -Gro -Power Plus, and 12 -8 -8 Gro -Power Controlled Release Nitrogen, as designated
herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393 -3744.
B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural
miner, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the
Agricultural Code.
7.03 General:
Maintenance shall start immediately after landscape irrigation and planting.
Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work, and continue to
maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and
City representative.
A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition.
Irrigation system run -off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment
and/or maintenance personnel, shall be restored to its original condition at no cost to the City. Failure of any part of the
irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished
without written permission from the City.
B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days.
The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program.
C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an
approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by
the City prior to any applications. Pest Control shall include Gopher control.
D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune
plants as directed or as may become necessary until the end of the maintenance program.
Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even
appearance. Exterminate gophers and moles; repair damage. r
PART 8 - ACCEPTANCE OF PROJECT
8.01 General:
Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is required prior to
final acceptance of the work by the City. The Commencement date for the maintenance period shall commence upon
written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be
adequate to verify plant characteristics and establishment.
A. Two inspections shall be made that affect the establishment period: The first after all plantings have been completely
installed in order to approve the beginning of the establishment period, and the second at the end of the
establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective
maintenance, then continue establishment until all work meets with the Specifications and can be approved.
X,WDSCgpE.
D.
o t
y
ignomre
e Ren 1 le e
ST4Tf cutup
OF CAME
All designs and ideas contained Within these
dro*ongs are the property of P.D.A.,
Professional Design Associates. P.D.A.
hereby reserves its common laW copyright
and other property rights in these plans.
These plans shall not be reproduced,
changed, assigned, or copied in any form.
Any changes mode by parties other than
P.D.A., Without first obtaining the Written
permission and consent of P.D.A., shall
relieve P.D.A. of responsibility for the
project of effected portion thereof.
DESCRIPTION OF REVISION
DATE I APPROVED
CITY OF RANCHO CUCAMONGA
Plan & Profile
Tract 18466
LENNAR HOMES - VICTORIA POINTE - LMD NO.9
PLANTING SPECIFICATIONS
APPROVED BY:
CITY WIRE
DEOICIN
RW
DRAWN
RW
JHEdKED
CITY
I E 3 1 1 N
ASSI6IATES
Landscape Architects
IM W. A-Hy�xaY
Up , GlHmiia 9IA6 4297
X909,
DATE 57- - / 3 I
R.C.E. No. 53672
L10 OF
1 O
DRAWINd No.
2329 -L