HomeMy WebLinkAbout2146-L DEVELOPER/OWNER
I IJSCA I A I— C U , All Lj
Toll Brothers
— A N_ '
725 Town 8c CountryRd . , Suite 500
FOR
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rocArchibci ci A
Ue � an I SI e � Orange , CA
DRC 2003 - 01139 ( 714 ) 347 - 1X00
LANDSCAPE MAINTENANCE DISTRICT NO .. 1
GENERAL NOTES SHEET INDEX
VICINITY MAP
o t. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
� PROJECT LANDSCAPE ARCHITECT AND THE
CIN—L,-,l TITLE SHEET
� 2• AN ENCROACHMENT PERMITSHALL 8E OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
SITE
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CIN STANDARDS AND THE CURRENT STANDARD Lpw2 CONSTRUCTIONPLANHILLSIDE RD C8 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
HILLSIDE., RD 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY Lw3 IRRIGAITON PLAN
DAMAGE INSURANCE AS REQUIRED BY LAW.
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L^'4 PLANTING PLAN
1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
WILSON AV 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CIN INSPECTOR, AND ALL L'5 COnSTRUCTI01`I DETAILS
RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L,-6 IRRIGA.TIOIy & PLANTING DETAILS
Q 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 L^'7 SPECIFICATIONS
m WIDE FLAT AREA AT THE TOE OF SLOPE.
v 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT Lig SPECIFICATIONS
ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
BANYAN ST 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 6Y THE CIN.
lo' APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
HIGHLAND AV11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
Q
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
BETWEEN CITY—MAINTAINED NRF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS
19th ST — HWY 30BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE' — S" WIDE X 6" DEEP CONCRETE HEADERS
* BETWEEN CIN—MAINTNNED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
* BENEATH METAL FENCING ADJACENT TO CIN MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
DE IN THE
13. FlELDD MEANERING
D AS LAYOUTs WHERE
NECESSARY TO SHOWNs IS CONCEPTUAL ONLY. APPROVAL OF THE
MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC L WORKS�S INSPECTOR D
R AND PROJECUT SHALL BE TPLANNER,
(NOT TO SCALE) PRIOR TO FINAL CONSTRUCTION.
MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA-. CONSULTANTS
aPLANT IN ACCORDANCE WITH CITY STANDARD PIANS.
• PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. CIVIL: HUNSAKER & ASSOCIATES SOIL/GEOTECHNICAL: IAWSON & ASSOCIATES
s ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3 HUGHES 2045 ROYAL AVE., SURE 125
ALL PUBLIC PUBLIC TREES ARE TO BE PLANTED PEREES ARE SUBJECT TO PP PUBLIC IMPROVEMENT N AND ACCEPTANCE
ONLY.ENGINEERING DIVISION. IRVINE, CA 92618 SIMI VALLEY, CA 93065
— — — — — — (949) 583-1010 (805) 579-3434
_ T_---------------
STRUCTURAL: BORM STRUCTURAL ENGINEERS ARCHITECT: LSA ARCHITECTURE, INC.
F � _ _ �� \ 555 ANTON, SUITE 850 1801 E. EDINGER AVE., SUITE 225 � pf
'� COSTA MESA, CA 92626 SANTA
667-8247 ANA9 CA 205 4 �
(714) 689-8838 � � v�
I 2 I ` �
� ^ ENERG�544CE. SADDLEHILL TRAIL
3 ENERGY CALCULATIONS ,�1 lr� �
— — / I ORANGE, CA 92869 r o
(714) 771-1507 Dcft �P
' 1`_l"_" �t— — \IN, I F OF
10
9 y" � GA
F - 0 LANDSCAPE QUANTITIES
O CAJ
� .� .........................
� ~ EXISTING � HILLSIDE ROAD
Q ARCHIBALD AVENUE
} DEMENS — TOLSTOY S.F. OF NON—TURF AREA: 3460 S.F. OF NON—TURF AREA: 5,399 v�
0
HISTORICAL HOME � S.F. TURF AREA: 0 S.F. TURF AREA: 0
o ENCLAVE DR. 00 S.F. HARDSCAPE: 877
= S.F. HARDSCAPE: 857
� S.F. TRAIL AREA: 7338 S.F. TRAIL AREA: $940 Cm
~ � a S.F. ALL AREAS: 11,655 S.F. ALL AREAS: 14,900 � DESCRIPTION OF RfVIS10N DATE ,�,P�p;
TOTAL ACRES: .27 TOTAL ACRES: .34 �
TOTAL STREET TREES: 20 TOTAL STREET TREES: 25 CITY OF RCUCAMONGA
SPECIES: PYRUS C. 'ARISTOCRAT' SPECIES: IAGERSTROEMIA I. 'NATCHEZ' � O
L.F. TRAIL FENCING: 566 L.F. TRAIL FENCING: 547 0
$ � ' AR
6 � 5 � � CHIBALD AVE.TITLAND SHEET
RD.
Ii � E�-i ,.._,
TRACT
APPROVED BY: Q�� DAT
CIN ENGINEER Gwi�l RCE: 4953
HILLSIDE R0.
^ (949) 855-G413 DESIGN PLAN PREPARED 9Y: RECOMMENDED
1 �.1 FAX 830-4465 SSA STAN SMITH ASSOCIATES
LMD �NDSCAPE ARCHITECTURE 23011 MOULTON PKWY., SUITE J-12
2301 I Moulton Parkway P(ANNIN6 ^ RESEARCH DRAWN LACUNA HILLS, CA 92653 SH
L_) SSA (949) 855-6413 L-1 of 8
Suite J 12 • Laguna Hills, GA 92653 FAX: (949) 830-4465
STAN 5MITt1 ASSOCIATES LA., No 1�- DRAWING N0.
SSA DATE 2-06-07 FILE NO
(NOT TO SCALE)
PROJECT SHEEP NO.ZOF._
EXISTING
MATCHLINE DEMENS TOLSTOY
0
(See Below) HISTORICAL HOME I
IF
4
EXISTING STORM EXISTING MIVATE
CNAIN LINK FENCE CoONCFEM MOW5TRJP TO 5E INSTALLED
DRAIN COVERS
MR CITY STANDAK) DRAUING 534. FWATE 5
DECORATIVE WALL Mau
ROO W.
.. .... ...... -------- ...... . --------------I..................
................ .................... ......--- ---------------------------------------------------------------- ---
C"JNITY TRAIL To ISE NSTALLED
MR CITY STANDARD DRAWNG IM-A
L L
141-oll PYC TR41L PENCE (TYP)TO RIVER WASHM GfPAN(TE C055LESTONES 321-on L 36 1-1011 ------------------
PJYER WA%ED GRANITE C05MESTOWS L 5E INSTALLED PER CITY PER CITY 6TANDAFV DRAWING 542 f If I
PER CITY STANDARD DRAWING 542 (TYP) STANDAfV DPZAWM 1010. ARCHIBALD AVENUE NORTH
EXISTING
p;11. z NOTE5:
DEMENS TOLSTOY 0 1
0 ERTY LINE IF TRAIL SLOPE 16 OVER 4%,WATER BARS WILL NEED TO 5E ADDED MR CITY
LOCATE AT FROM
AND EXTEND INTO LMD.PL44MR AREA HISTORICAL HOME STANDAR0 DRAWING 102
CONCFMM MOW61PIP EXISTNG MIVATE PENCE TRAIL ON ARC1415ALD AYENUE TO C4NFORM TO CITY STANDAF0 DRAWING UM-A,
TR41L ON 14ILLDISE ROAD TO C474FM TO CITY STANDARD DRAWW3 tOO2-A
R 00W. SEE SWEET LOS CITY STANDARD DETAILS 4 NOTES
............ ---
—----------------------------------------- --------------—---------—---------
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0.4 1 I-On EXISTING WISTORICAL
RIVER WASWED GIRANITE COOMESTONES 32 14 MONUMENT TO REMAIN
MR CITY STANDAFD DRAWNG 542 (TYP)
E-4 VISTINS DRIVEWAY HILLSIDE ROAD EXISTING DIRIVEWAY
_It4 TO 1W IRECONSTFZUCTED TO TO 93E W-CONSTRUCTED
PER CIVIL EWaNEER6 PLANS PER CIVIL ENGINEW6 PLANS
100"ftN
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PRIVATE ACCESS C%ATE
PRIVATE DECORATIVE WALL C01NCFvE M0WSTpjp PRIVATE DRAINAGE 0
AND ACCESS GRATE FM
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............ ............ -—-—-—---—-------
0 1
E-4 COMMUNITY TRAIL TO BE INSTALLED TO TRAIL FENCE
MR CITY STANDARD DRAWING k=-A
lit-Oil 1`121-on 2 28-0111
HILLSIDE ROAD EXISTING DRIVEWAY E-4
To TO BE WCONSTRUCMD
ER CIVIL EWSNEEWS PLANS
DESCRIPTION OF REVISION DATE crry
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► 4r4r% APROVED:
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CITY OF RANCHO CUCAMONGA
EXISTM PRIVAM 12 aP IR
C44AN LINK PENCE
_\ IEx fAr CONSTRUCTION PLAN
MIVATEE MI'VATEE = IS Tr M,I�, E ARCHIBALD AVE. AND HILLSIDE RD.
MRIMETER WALL MIRMTER WALL M RIMETIER FENCE
CrV .4 A XH -'CE
,Cp TRAIL FENCE
,ETE CCVK�-ITE HEADER—� TRAIL M4CE I
rE An E TRAIL M
'Ep TRAIL FEI-Roo CONICREETE WADER CONCWETE MOWISTRIP EE E. CXNGFRETE �EADE CtNCRETE WEADER
14 CONCWTE IEADER I
01^4
TRAIL TRAIL TRAIL sc4b
11 1 31 12.09 31 121 31 1 !21 12'® / A 0. APP'9v/Er) BY: D',r_E:
-
CI ENGINEER RCE: 24953
STAN SMITH ASSOCl/101'ES
DESIGN PLAN PREPARED Y® RECD ENS
23011
A .A SECTIGfN D-D Romwai Doi SSA MOUL]ON PKWY., SUITE J-12
n 'Olt d,L'7
DRAWN LAGUNA HILLS, C'A 9 2 6 553 EEV
0 SSA (949) 855-6413 L-2 OF 8
OFF, L FAIA: (949) 8,30-4465
CHECKED —LA. No 1833 DRAWING NO.
2 fvv SSA DA-jE 2-06-07
ME N
PROJECT EET NO.._2_ OF
EXISTING
MATCHLINE DEMENS TOLSTOY
(See Below) HISTORICAL HOME 4
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ARCHIBALD AVENUE NORTH
IREGATION NOTES
EXISTING 0;01
1. NEIN WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION. THE
I CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER,
DEMENS TOLSTOYINCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND
�g INSTALLATION PROCEDURES,
HISTORICAL HOME2. TYPICAL PAINTS OF CONNECTION CONSIST OF A NEW WATER METER,FLAWED BY A PRESSURE REGULATOR(IF
REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER
n 1i 11 VALVE,ALL EQUIPMENT SIZED PER PIAN, INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,
1 ii MANUFACTURERS°RECOMMENDATIONS AND LOCAL CODES, ACTUAL LOCATION OF THE EQUIPMENT TO BE AS
__... a ® � �®� ® •s � � �• ■ a. . ® w , � DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
momNOW FAU
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS-1 STAINLESS STEEEL
_Z-7110—
� � . ... .�., m ENCLOSURE WITH LOCK,AND SHALL 8E INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS
® I I ?OMM _
21 Italian! WHENEVER POSSIBLE.
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p � Fill
� 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING,VALVES,ETC,SHOWN WITHIN PAVED ARE FOR DESIGN
CLARIFICATION ONLY AND SHALL G AREAS
® �• local
1° I� SEN THE SPRINKLER SYSTEMS WALLS,STREET6N LIGE INSTALLED IN HTS,S�SX EWAIX,HUTILIIY ESENEVER IAND EQUIPMENT ANDBLE. AVOID ANY FLICTS
SI
94 ARCHITECTURAL FEATURES.
T
1862.4 -1114,
tt 5. 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 DI ON IMMEDIATELY TO THE
HILLSIDEROAD 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFJHERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND
STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRS/REPLACMENT,AT NO COST TO THE CITY,FOR
ANY DAMAGE OF SAID UNDERGROUND FACILITIES,
houmd 7. 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)INSTALL SPRINKLER HEADS AT INTIAL 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 T4 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
AMOMATICZNTROLLER STRIPS IN ENCLOSURE FOR IRRIGATION WIRING.
TO VERIFY 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER
LOCATION 4 FOl SOURCE PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00
FIELDIN PM TO 5:00 AM, 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
60 AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT
-� 11/211 TO THE ATTENTION OF THE CITY,
'R
i as
® !® if/2 tt 12. AUTOMATIC CONTROU.ER TO BE A CALSENSE ET2000-12(STATIONS)-LRJRR,W f IPI,TP110 AND LR/RR DOME
0 INSTALLED WITHIN A STRONGBOX CONTROLLER ENCLOSURE,SB-16SS WITH CALSENSE OPTION(ONE CONTROLLER)OR
t 6—av SB-22SS WITH NSE OPTION(TWO CONTROLLERS)AND A SEPARATE METERED ENCLOSURE MPS-A16-10K.
ANTENNA PORT INSTALLATION TO BE PROVIDER BY THE CITY,THE CONTRACTOR SHALL PROVIDE A TRANSIENT
Men See MOM Mom Zen._.. .... ,.� .r_ m. . —— �� 1� a . , . . .�. . .� . _._ ,,.� . �.. �. __..�.. . .._'�._ , , ' ®. . ._ ._.__, .�... .� , .._ .�. LOCATION OF THE ENCLOSURE TO BE AS DIREI:TEC BY A REPRESENTATIVE OF THE CITY.
IS _L0 34a 1 �' PROTECTION BOARD WITH ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL
28
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s e . ® p p ® . . . . . . . o . . ® . . ® . 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL.BE RESPONSIBLE FOR THE
MOM Gomm 0R
POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY
1p4■ aUL
IF48 SCE,COORDINATED AND PAID FOR BY THE DEVELOPER.
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14. ALL SPRINKLER MEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATTED UNLESS
I u OTHERWISE DESIGNATED ON THE PLANS.
12
T , i ®il T 11/2°° L 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS
MEN 011,1111, X
iT 0 AH I L L'E!4i I DE" R ADi® n 1/4"ABOVE FINISH GRADE.
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IRRIG'� ATION I k 6andt .,.r..r...,.K .:,-�...
_ _ u DESCRIPTION ! CONIRACTOR TO VERIFY
19 I
L Ti I T
- T Y i IT FIELD
ll ! m T 1 SIDEPRESSUWafer Motor 5.30i
I mCF-FIRS-0 CONTROL VALVE - SIZE NOTED ON PLAN 1 11" Pressure Regulator 9.00 MAX .
STATIC : 106 PSI VERIFY
SUPERIOR 3W I1/z NMASTER VALVE 1 Ir R.P. Backflow 1 (MR RUSSEL SILVA,1-24-06)
! T® -1 V e LINE SIZEMeter Size. 1 1 1 iv 2.30
RAMIRD 33OLRC QUICKStatic Pressure: HIGH IM LOW
19 FEBCO 825Y 11/20f Information.- ii # PVC I 1 1Volvo
i785 ass 15 Main Una 5.25 DESCRIPTION I I T .
®COAST GUARD&I COVER MOM CAS-1 Phone Number.- 9N-987-2591
! RE<ALATOR DateInformfolionee. 1® 1 1R.C.V. Assembly
0 DATA NDUSTFJAL 22OF i1/2"FLOW METER Remote
Control Valve J2: SIZE 1 1 . 40 Lateral
WATER MMR !"NEW WATER METER Maximum Q 30.2 GPM
CALSEIIIIISE MOM-* AUT"TIC CONTROLLER ElevationDemand f Highest ® 1908.00 FittingsL (10%) 0.7.6 IRRIGATION PLAN
(STATIONS)aL ! i, Wt STROW25OX 65-VaSS WIT14 CALSENSE OPTIONElevation
LOSS ARCHIBALD AVE. AND HILLSIDE RD.
MPS-16A—ll
MAINLINE:FIRESSUIRE SCH. 40 PIPE SIZESOperatePressure
Head: 30
® o2" .
Total�1 ® L StaticAvailable:
1!SolT WELI 5WRY MR 180 BELOW GRADE.
1 � 1Pro—Set Regulated tf required): �, �L� s � �. . A 7(?/617
® . : ®1vz°• — P a 1Residual Water Pressure: _ -� �� °�,� Y4 .. _
SOLVENT WELD,BLRY MIN.18"BELOW GRAM 33-50 GPM*- 2$0I IEE 24953
SIZE NOTED ON PLAN I
® City RequiredResidual Water Pressure: 15-20 DESIGN PLAN PREPARED BY: RECOMMENDED
®PRESSURE LATERAL: Pi V T ITASSOCIATES
SSA
11 MOULTON PKWY.9 SUITEJ-12
SOLVENT WELD,BURY MR 12n BELOW GRADE 230
HILLS, CA 92653 SHEET
SIZE NOTED ON PLAN. 9 -DaW RAWN (949) 855-6413
S-EEVIM-s-, Pi SCHED11LE 40 SSA FAX: (949) 830-4465 L-3 OF 8
BURY MIN.24"BELOW GRADEI F
WI
� sa � CHECKED1833 AVB NO.
EXTEIV MINI, BEYOND EDGE OF FAVINGSCALE.- ill ° SSA DATE 2-06— N
BURY MIK IS" BELOW GRADE
PROJECT SHEET O.__9_ OF
EXISTING
`4 MATCHLINE
0 DEMENS TOLSTOY
HISTORICAL HOME 94 (See Below) 0
12-5
/ 4
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AF AF
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'"_5 ARCHIBALD AVENUE
EXISTING PUNTING NOTES
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS THAT PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS.
DEMENS TOLSTOYI CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS,WHICH ARE NOT INSTALLED
PER PLAN AND SPECIFICATION.
PO4 1 HISTORICAL HOME
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS,STAKING AND BACKFILL
REQUIREMENTS.
2� 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,ETC.,AND SHALL TAKE SOLE
® RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES,
n.�. t t i t t 4 t t i i t t t t i i f t t $ t t t 4 t •'® t f t '� •'! f t t i ® °'� t t i i o • o b s a o o • • • s o o • 0 0 0 • e • • o • • • s o o • o • o o e a • • o s • • e • 0 0 o v • • • a o ,,,t"
4. 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
WMIMITY TRAIL
WORK APPROVED BY THE CITY.
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL
# # # # # # # # # # # # # # # # # # # # # # # # # # # a• a a a. o a • PLANT MATERIAL SHALL BE SUBJECT'TO THE APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION,
z --------- 6, 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.
\!
24281 ! 0 7. QUANTITIES SHOWN ON THE LEGEN ARE FOR ESTIMATE PURPOSES ONLY FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY
_2 15-1 THE INDICATED PLANT SPACING REQUIRED.
HILLSIDE R AD
8. WHENEVER SHRUB/GROUND COVER 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 AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST
RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT.;
4 CY NITROGEN STABILIZED SAWDUST
120 LBS.GYPSUM
125 LBS.GRO-POWER PLUS
11, LANDSCAPE AREAS SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUND COVER 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 WOOD CHIP MULCH#3,AVAILABLE FROM;
ARTESIA SAWDUST
13434 ONTARIO AVENUE
ONTARIO,CALIFORNIA 91761
PHONE: 909-947-5983
FAX: 909-923-7208
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261-811
201-0111
l COMMNITY TRAIL
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L! 2411 E3OX LAGERSTROEMIA !. T O.C. CUC A Molk
PC 1 'ARISTOCRAT' ORANMENTAL
PLANTING PLAN
AF 5 GAL ANIGOZANTHUS FLAVIDUS191B 301, O.C. AVE.ARCHIBALD AND HILLSIDE a
13p 5 GAL j5ACZ:HARIS P. 'CENTENNIAL' COYOTE 13RILISH al 51 O.C.
FfiENCH LAVENDER WOO a 31 O.C.
LF 5 GAL LELICOPHYLLUM F.
'GREEN CLOUD' TEXAS RAWsER 226 a 3' O.C.
YMA PLANT SYMBOL APPROVED BY.:
CITY ENGINEER RCE.- 24953
Mu 5 GAL MA 1 t,NWIS-CATI ,S'T'S CLAW 35 a 15, O.C. RECOMM ®M
DESIGN Pl.�l PREPARED l31fo
STAN SMITH ASSOCIATES
SSA11 LT .� iT -�1
PLANT WANTITY DRAWN LAGUNA HILLS, SHE
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855-6413 L P
(949) 830-4465
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. 3. FE VlL IST OF 4 iJIREDTC3E3EF11 - 4., ALL UWO MEAS SHALL.BE PLANTED AND I ?EO 1MRN GRgTERtALS 8Y THE CITY 5•A t43tLFc BY dTY TO .
V WRH A .OF ?'S7 STEEL USED 2 AP STREET TREES PLACED R p STD'
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. � . I . � � I � . I �� . � � � . . . I � I . . I � I. I � I I . .
. I .� I I � �I I I . I I. I .� I I .- I I I � I . . � . . I . �. I . . . � . . I � � � � . � � ., . I I I . . �. � .. I . . I � . . . . . I. . I. .. . . I I � I . � : .
� I . I . - I . � I �" I I - I . .. . � . ----
I I . I - .� . I. . . � � I . � . : . I . . �� .� I � .�I - .. I � . . � I I . . I . I .. , . . � . I . I � . . � �. . . � I. .� . .I I � I.� . .� I . . � � . . I . �I . � ..I . � I .� � I � . . �- I � . I- . . . . .� � � . . . . � --- .. --. -�- �. . .� - . . - .
� . I . . � � I � . � I - � � . . .I . . I . 1. . . I � . . I I . . I . . . . ..1. . - . � . � . . . � . � . :" - - . . - . . � I - � --------.---- - - -- -lamm. llim i m, , I- - . -- . -- . . �. �
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. - . . . . . . � I . � I I -- -- -- -- . � I '. : I . � . .
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I I � . . � . I I I . � . . � � "w"w"domd." - � . I--- ---- - - ANKANAM -1 � �l - . . . �� - I 1. . . . � . .� - . . I --- .�, .I � � .
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I � I - . � . I . � . .I - I - I I, . . - . . . I . -- ----- . � � I � � �l .. .1� .. �I I � . . � I I . . . � . 1. . I � . . � : � �l . . � - . � . . � � I . .
. . � . � I � . I � . , . � , � � . I � . - � . . � . � I I I . . � I . NOTES: 1. . . . ..
� . I . . I I I � . I I . . � . I . I . I I . I . . � � - . � . � . I .
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� . . . - -1 --- ---- - - - I - � � I . � �. ,- � I I., ... . I � . I . . .-- - I . .1 . I . � . � .- - I . I . � . � � - � � . . - � . I . � . ` FILL CAVITY WITHIN ROOTBALL
. . I -1 --- -- . � - - �11 .I :- I . . I I I L I . --- -. .. � I I., I � I . . " � .I - . � 1. I . I � .. � . I . � . . I I I. . " . ., : - �
� . � --� -- -- � ..�� . .1. I . . - . .1 � . . . . . . . � �. I � - � I . . � . ' . . - . I . � . - � � I I � . I I . I . � I . � � � I - . - . . . � %
- . I I � � .L. . .. - I . . - : . I � .. . . � . -. I . . I I . . � . I �� � . - - � . - . 0 . . � . � . . . I .� I . . . . . I . I . . - � �2, STAKES TO BE PILMO AW . I .� I I .
I . " � . I . . . �. : � . . I I � . � I . I I � . . I . I � I �
- � � . I . - � I - - - � . � I � I I � I I. . .. I . I � . To SPRINKLER.ANGLE PIPE TO I '. I. .. . . . � . �. I. � I . I . I. I . . . 1. I � . Nr� -) L. . � I
. � ------ . I I . I . .. � SPECIFIED DEPTHWITH 45*ELLIS I � . . I I I I r /" . � .
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- . I I - I - . � 1. . I I . I �, I I . . - I � - .� � � � . I I . � I . �� . I . . . . . . � . I� . .� � � � I I I - I � 1 I r . . STAKE TREE PERPENDICULAR . . I � � .
I � I � I . I I . � . 11, I I I I � � .-��SCH 40 PVC MALE ADAPTOR I - I . . I . � . . � I ,I . I
. I I I . . I . . . I . - -I . . . � . -I . � � . . I . . . . . I . . . � I . I . I I � . I -SNAp-TtTEVWA7ERPROOF, " '� I . . �� � I � . I.. I I � . . � I . I I . . � I - .I � . � . �. .� . - , � I TOPREVAILINGWMD-�. �� . . I ..
iI I I . . I . .. I. .� . . - � I � � .1 I � . � � - "� , � I � - vVHrm . .1 . I . . � . . � � � . � . . - . - � . , . � . I .. .11 I � . . �
. 11 . . . - - . � I � .1 . -1 . - � . I I . .I � . . � . � � SCH 80 PVC UNION , � .CONNECTORS OR EQUAL � I I .. . � � � - . I . .I . . I - I � . I . I . I -r . � -�j .N . I -
I 1� � . . . � . . I I . - I � . I .1 � .1 � . I � � I � . . � I . . I - . I I - I . . . . � - . . I . I - . . - . . � 1�
-1 � . I I . . I . � - I. . I � � . I I . I I . . .,I �, . CA � , I � , � � , , � - I � � -BLUE I - �- . � I I � � . � I 1. � . . � . . . . - . � � " -. - I ... . - . - - � . � I
� . . � � . � ��I . � . � . I � - I . � . I � � . . . . - � . - �.. . I I . . . � . � I . PVCNIPP.LE... I I ELECTRIC CONTROL VALVE WITH - I. .- . . - . . � . -� I � - . . I . . . � I .. . � . I - I . . I . . I 1.
- . . I - � I . I . .- . -RUCTURE OR ' * � I � .1, � - I . . . I I �. � I I . - - � . � PRESSURE MULATOR I . . I . I � I. I I . I . � , I - - I � � .1� �.� .. �. . �. I � � I . I I - �I.. � -- - . I . I '. .. ""i (7� ,, �- . � -1 - .1� I-, I . . I
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. � - � - � . . � � � HARDSCAPI � . . . . ., . I I .. I . .� � . I I I , I . I. . . - � . � � '' I I - . I . I . . . I � . L. . � I . I . I - /111, � . � - I
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I I � I .ETCHED*=(CARON 09 MAL). " . � �- .. I - . I . I . � � �. : - I . . . - . PLA9TIC VALVE BOXAND LOCKING . - � � I". I I I . . . �.
. . � I I .� � . � '-. - � . - , � . .� � - . I - . � . . � . . � � 1� . � - - � . . . - . . . � . I . . 11 � I I . �l I � I .. I .
. . I . � - . . I . I I � . . I ,I- � COVER�CARSDN OR EQUAL). , . RED . � . � . I I I , I . . 11 - . I - � . I . 1. - � .
- . I . I � . . . - . I . - � - I � . I . P I I .
- . . - . � � I I +INISH GRADE I I . - . . .. � . I -� I I I - - . �l I I a :5 , . I I . . �I � - . . . . I. wATERPROOF ALL ORE-� . . - . . I � �.I r NE HALF OF SPACING� . I I . I . . , �� � � .. . I - . � I
I . - . � I I - . . . . I . � . .. I . I . . . . . . I . . � � . . , I I . . � . I . I MARKED WITH'IRRIGATION RCV0 "' 1. I .BLACK. I - � .. I I . ., . . a - - . . I . I % .� � � . ' 11 I I . . I .. . � I 11 I I - - - 8 �1. I I . . I . . �l I I -1
.
. . . � � 1. I . . � . ' , . 11 � I - � .� . . 11 % 2 . - I : I . . . . . I CONNECTION I . � . . IREMENT � --� � � � I . I . - -, � .
� �I . I . iN 1�:�� . 1,_W MIN. I I . I . I - I . I � I � � kED WITH CONTROLLER I � I I I . � . %J � �
. . I � - . - � I , � 1. . � . . . � . I I � .
I . . . � I I . . I I � - � . � . . AND ETC .� .I � . . I I I . ' I . � I I � � . . , , I . . .
. � . . -- � � � T(MWlt IN TURF AREAS � . . I I I I I . �, I , I I ' ' . � I town -rinm In -- . � � - I . I . . I
I � I . I - I A - � .. * I I . I I . . . - . . . � - , , . A .ONTROLLER -� I : .I . . I . LPAIT OF PLAWER AREA I . � . . � . .
� . . - � I . _ I 1 I ir MjhX. -:: . � I. � . . � !i �; ,. � I - - � - � I AND VALVE SEQUENCE ' .I . ., I 11 . ION . � - � . - . � 1.I.. I . .� - � I � 1. . . . � -
I I � � � I I
I . . . �. 1. .11 . I � - F AREAS- �� .I�� I I . . I � I � I .. =- - 1 � � 0 - , � . I .1 �� . I ��. ,� . ..l. �. � � �. �. . �. I I - I .. I PIGTAILEXPANS . I .--�. I n_�� I - . . . . - - . I . I � �
. . I � .1- 1 . I .r I . - -. - � � I , - =: =7 .I � * �I �- . I - � - . . . I I . � . I .- 1. I . . . � �LOOP(MINW LONG) . . . .. . -- . . . . 1. .1 I .TOP,TIETO BE PLACED AS ' 1 . I .I . I . . . I � -
I I . . I I .. I I � . I .. . � I I . � r. I . - . -3 0 , - . a,MIN. . *ISH,GRADE -- � I. . � -13OX(CARBON OR - ...I . .. I I . � . �l � .� : � . . . . 1� . . 1 LOW AS POSSIBLE C, - I . I. ,rop OF sTAKESSIELOW - - I I I I . 1.
. I � I - � . . - . . - I . I . I r iff F7 1 .1 . � - I I I I . � . � � - �- . . � . .. � I . I � I I I . ..� 1. I . . - . - , � . 'TRUNK TO ,. � I . .
. . I I � I I I � � I -. � . � . I � � I =1 I I:Z�l I Fe .- . . .� - . . .I � . �I : - -1 , - � PLASTIOVALVIS _INTEGRATED I � I . ALLOW NO � � � I �
. � . . . � ----% �' �- � , 1=1 1.F . � . - I . EQUAL)WITH PLASTIC � � - I - : I � FLEXINGOFTHETIMBUT � � HEAD OF TREE WHERE I
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�
- I . - I I I . - - . � � . - � . I I No UD.PLACE AT GRADE.IN I I �. � . .NOT 60 LOW A3 M - SpEcEs GROWTH HABIT PE . . �
I I . . . I 1 . I - I& . I . - -1 I 1=1 11 I . . � I �. I I I I-- - ,� . �, , I'=AN Dr As ovF-I N � � . I I � ,,, . I I � .� I - SUPPORTORALLOW , ,I . 1 � �1. � - - � -
. I � . I � lz--1 . I .I 1. �IN Ew I I I .� � I . I. . I .1 � 11 I I . JUK I � . I - -- . I I . I . . I THE.HMAIDTODROM - . . - - . MAIN TRUNK - . . � . .
I . I I I � - . 1. I � - . - .- I . �-71717 . .SIDEWALK . PLANT BED." � � � I . - - . . I . I . I . 4- �(2)SETS OF CINCH TIES SPACED 2'r �� 11 . . I I
: � � I - 1�- I - ff I - - . I 1=1-I 1-7 , . -- , � , � . . � I � :be . - I . �- . I
I � I W- 2E � I I � I � - � . . .� . I � . kpART,CW&X SIDE AGAINST TREE � 11
-
.. � . I . . I - I - � I I . � I 1,r I= - . I I I - � .2.1 -1 1,i:: � =1117 . . - '. �. -� � PIGTAIL IWANS1014 , . I � .1 .I . w . - 1. "m rRUW.ATTACH WITH G&VAWEID � . I
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I . 1 I � -I I., I . -I 33D.NPOU", , - -- -- 11 I . I .1 � . I .. 1=1 c4xm WKFI:LL-SEE ,' 2t � � . . . . 1� I I I I I I �Loop(MIN14-LONG) I . I. . I I - . , . I I . � . � . . 9 SCREWS TO V LOD09 POLES-. � � . . I
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I I I . . Ill - - - - ��-�- L � � I I I � . . � . I . . � � . I .
� .m; Z Titr . I . �
. I � I COUPLING VALVE . . I SPECS.FOR MATERIAL ' li - . . . � . . � - . � . . . . - - - � ... - . . - . . . ' I . .
� � -- � I
I I - �� � - WS I -1 I E . -- ON REQUIIREO I � N - I �. I � . . . EPDXY FILLED . I I . . . I � I - � . -!!!&O ..--,-�-2*DIAAODGE POLE PINE STAKES , . .
I . . I WITH PURPLE i � � * ,. . - - . =11 9D%COMPACTI . . %- . . � � SCOTCH L.OK WHITE � � - or PRESOWATIVE STAIN. I . �
. � - . . . . , I , . . . �
� � I I - . . . . I 1=1 . � I . � . PIG TAIL EXPANSION � I � � : DRIVE A MINIMUM OF IV= . .
. . RUBBER CAP . - - � I I I h : . , �, CONNECTORS FOR ALL FLOV ccot��)� . � . . A 0 ILAIN ITION � I
� . . I � . . . I . - I - = . . Loop(MIN.24"LONG) SEN,zKm WIRE CONNECTIONS- - . 0 so . � .
STAINLESS 6TEEL I Il- . I. I I .. . � � THE . � UV
I � , , . p 9 I F INSTALL SCOTCH LOKS BLUE DISTANCE EQUAL TO TH - DISTANMEQUALTO ' � STAV=&ROOT BALL. ' � � . .
. � � g SCREW CLAMP - , - I - .. NON-PRESSURE LATERAL UNE, -1 L- ' IWAIEDIATELY AFTER ON CENTER SPACM * MIN=0 - �
I I g ' MINPAUM(3)PLACES : . . I I . 9.1 L-1=:I � H.4o SNAKE PIPE IN . I BRASS ANGLE I R. P i4l ^ ON CENTER SPAGMG , � I I
� � . � . Sc VALvE W/UNION INSTALI-ING FLOW MUM S 40 0 OF SPECIFIED SHRUB OF SPECIFIED SHRU13 � �
. I � I I to I=-� TRENCH 9 I . I WIRE . . . � I TOP OF RoOTBALL TO Dffm 2" -
3/4-WASKD %*�*: , - . . V. i�!11 I- 2 I � � I � L � ABOVE FINISH GRADF- I .
- i =1 I 1= .. � - - 11 .
=
vV,%;.** ,�,.�.. . . ; I =T I ;0 3"� -- - 3!VWASHED . . . - . I D E EQUAL TO THE ON CENTER . . I
CAUSHIED - �V;,�: . .x*:.q .. - I . . . nomy COMPACTED r BERM �
20 . .�* I I -V- aw . RED To FORM WATERM BASIN FOR I
. . .� AGGREGATE BASE .*.��,�-21-t> *N.I.,pt'llil. - $A.jq%: . � . .. � I .11 PRESSURE SUPPLY LINE: , -ca%.-- - � . SHED AGGREGATE � . � I mpk0lr-m%~4vFROL . � . I .SPACING OF SMIFIED SHRUB, . ROUNDCOVER I PLANT.PIT to BE(2)TWES THE. I � � . .
� . . � - -4, - 441- UNLESS SPECft CASE AS DESCRIBED RESMNIIALANDG wiOTHOFTHERGOTRAILNO
. � �*.. , I . .B NCK . . � .
. . b. -. .&.,.. .. ,�.4.:;, - I � I � CH80PVCNIPPLE - � VALVE" ' : 4NSTALLATIONS LOCATEOUTSIDE - 1 .
. - . . -..x-:v--- - ') :1 I 1:: SCH.-40=3115SNAKE - � I . I f.0 S . I I I I . I . . .. I WOOD CHIP MULCH SHOULD BE I
� � . . . � I � . � law 6 , I. .ep � . � . � - � . IN NOTE 4.BELOW. PLACED OR ALLOWED TO REMAIN
=lfZ,FT'I . ., . HE -PIPE IN TRENCH . - I v A-0 -.-- . WVWASMCRUSHEO . OF PLANT PIT.BERMS IN TURF
� . . . 4013RASS NIPPLJE . I 1=1 , I -SCH so PVC UNON I - MuNT-MIXTODE I I � �AREAS TO 66 REINICIVED P OVER,THE ROOT BAIL. � . I
� SCH .. ;- 1=I -- =1 I I ., - . I . I 4 0, . EMAMETER PLAM TO A 0"OF I . . I I . � - T10 CITY ACCEPTANCE. . . . � I . .
I I . . .
I ... - � . . . I � tM5 AS FLOW r IN FLOW MFrER AND 1 . . - . . . I
� � I . .SCH 40 BRASS NIPPLE I = I , . . � � - CONTROL VARIES-BUNDLE i CONTROL&COMMON VARES FLOW METER p - � - �
. I . . � - MeTERUM W� MASMVALVESOX. NOTE: . -, - . I
. . . I 24"LONG . m � � - -, .�-ll - � $4 ANDTAPEATwO.C.AND � . .. - - . . . � . . � . . - - -.1 - - .
. . . I - - � . . - - � I . - � I . . �l � - -1 . - .- 11.. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL -.�I . I --.. I I .
. - . - - . I 1, � I
. - - � . I -1 I , . - - - I Ml I INSTALL AvJAcENT TO -- - -- ---1 - � . SiPACtNi3 OlUANGULAR)UNLESS-OTHERWISE INDICATED ON --.1- I .
� - � . ,- . . .�1. . , �
. . - . � . � -1=1 I I I -� � " -INEOLMEWA . . - j
� - . - I 1. . .-!, - PRESSURE SUPKY LINE � . -- . . .��� I I 8"AS FLOW MINIMUM DISTANCE DOWNSTREAMI OF pLMS:SEE LEGEND FOR SPACING REQUIREMENTS, .
, . .. : �
. . - �� � . I� �
. . . . I I � I .I UNINTERRUPTED prE(SX DIAMETER : � �.
. . I . r . . �
. I* I , I UARD IN TURF
- � I : ,. ... '=I I I I-If op- Ill - " I .� .1 �j 0-5m"SOE I I OF FLOW ME"61M I WHERE PLANTED ADJACENT TO WALLS.WAL0,CURBS OR I �*'.�.%'. . � 0 .
. . ... . - PROVIM 6@ MIN,OF SAND . � -":� - � . . I � .. I ARMS AND FRONTYARDS. . -
- � ,
� � � .
I . . ------ - . - -1 I 1=1 I 1::�-, I � I .- I S.ALL SHRUBS AND GROUND COVER I �
. . I� I_% , . . SIMILAA LINTATION .. . �
I . . - I I - .. . 1
",*� SCH 40 Bw�-*96*.EjLL , 60TYP. BEDDINGANDSHAINNG . DESIGNATED SPACING
I-
- � �
. � . . - I �..:I". I -1 I rl--''T T - -- I BRASS NIPPLE � � .MINIMUM DISTANCE UPSTREAM OF I SHALL BE PLANTED AT ONE,HALF THE - . R NA .
. � I- . . . . � . -I . � � SCHSOpVC*SXSXTTEE � . I � . I UNINTERRUPTED PIPE 00X � . -FROM sudi UMITS.SEE LEGEND FOR SPACING REQUIREMENTS. .I . . % I. No � .
. I BCH 80 PVC 900' SCH 40 HRMS goo - � pREsSUqE SUPPLY LINE . I DIAMETER OF FLOW METER SIZE) .� QUANTMES I. I � THAN,T Dik -
I . STREET ELL'. � � � . I �. � I � � - 1 3. SPACING REQUIREMENTS SHALL GOVERNTHE FINAL I
I I - STREET ELL . I . - . . � . - I ��NOTES: - � 1-100SCAPM. % . . � I . OF PLANT MATERIALS.PLANT QUANTITIES IN.DICATED ON THE I- - � I . .
I I
I �� � % I � . - TROL VALVES A MINIMUM OF 121 FROM STRUCTURES OR . . I LEGEND ARE ESTIMATES-ONLY. . � I I '
- � � . .
� 1 #4 REPAR STAKE I I � . . NOTES;' TIVE
. . .. PliESSURE SUPPLY I (24-LONG) I . � . . A . 1. INSTALL CON I I i . BETWEEN mow METER AND MASTIERVALVE. � . . 1 . lail NA -SOIL UNDISTURBED
. UNEFITTING. . � � 2. INSTALL VALVES IN PLANT BEDS WHEREVIER POSSIBLE NEXT TO8IDEWALK3- . I . . NIZEDISTAKM . 1 4. WHEN WIDTH OF PARKWAY OMS NOT ALLOW SPACING AS I . * I � �
.
.
.
I . . . I . � NOTE: - . Ulws OR HARDSCAPING. . I 1.-MAX . � - .SMIFIED ABOvE.,LENGTHEN THE SPACING PARALLEL TO . I . § - , . -- - � - .. I I 11 .
. I . � . 3. PLACE VALVE Box AT RIGHT ANGLES TO STRUCT . . XTIONS MAXIMIZE THE DISTANCE - 9 . - . I � � I
. I . . . . TION V� I . . � � � � . . I
- I . 1 � . I - . i.PIGTAIL AND LOOP CONTROL WIRE AT 90c"CHANGES IN DIREG � -- . .� PLACE AGGREGATE PRIOR To INSTALLATION OF VALVE 13OX '- � � - 2. IN MULTfPI.E FLOW METER(M-V-INSTALL'TO MINIMIZE TURBULENCE. � . � SK)EWALK.-AFTER APPROVAL,OF CITY INSPECTOR.- � - I A - � . �
. � . . . . . . To EACH FLOW METER 9 I � I . 11 - I I - - .
. I - PRESSURE SUPPLY LINE' � . � I - . � . . 4. . - . cy - FROM THE-TEE' . . r� - . - .I . � I
I � . . vr MIN.DEPTH . . I . . - - � . - - -- - .
� � . . -- I � - . . - � ,2.PRESSURE$UppLY,UNE�2 112'AND SMAILER, . I #b S. ATTACH PLASTIC IDEMFICATION TAG WITH APPROPRIATE CONTROLLER AND .. � � . - I� I . ------,,- . - � - 1. � . --- , -,-- - .
I I I I .. . - . . . . : - � . ' -- � - -- � I . .
� I - � -1 - I � - . . . . 1 2 - - - - 3-AND LARGER 24r MIN.DEPTH � I � I - - -. ., . �--Z--V CALIFORNIA � . �
. . . . I I I I � . . - I � I I -. . . I � � . I . - VALVE tlUMBER-TO WIRE I INS).DE VALVE BOX . . � . CALIFORNIA ------- , . 0. CUCAMONGA* .CAUFOR IA - ---� c F' GA9 - . . I
. I I . - . NOT I-* - � . . I . A,-- , . � - . . I . . � I-I � CITY OF RANCHO CUCAMONGA$ . i ---- I � - - CITY' OF' RANCH ...... I - A"MVED lr�l . ST"pow PLON -
�--
� . . . � . w . . BOX. - . I . � I I . I ' 'CITY OF RANCHO - . � . I STmwD Km _ -: I STAXOM PLAN -STAKED TREE '
t - -PLACE AGGREGATE PRIOR TO(NSTALLATION OF VALVE � . CUCAMONGA, CALIFORNIA
I - - 11, - . I . . . --------R.---�- - -- ;' ' -- AITRIMI)Syl . . ' - Rb APPROVED Byl D GROUND -COVER . � � . . DOUBLE - . . . I
� . . I � . - � . SHRUB AN - -/, ' 502 -
� - CALIFORNIA I STAND j,* I R INSTALLkTION , I I .
� . . a ' ' - � . . 5 GAL �
I 11111�11 1...��---� I - . . I � - 608 91 Z 0d4jJ4402d-- A= . � . � . �
�
�. . . I . Sl - I APPROM By# . .. - . *7 LVE I -�-- -I.. - Cm EWWXM ,mu m WITH sr"m-SPEWUNIM FOR PUBLIC WORKS 067MMN . smimr I ir I ,
I � �- . I . . . r. A � I = USE mm nompom m Kmic womm 0Owrmx7lON , swu I&1. � ' WM3 CMISIRUCIM' '. $Wrr I I I ACZ . I I I � � � .
CITY OF RA ONGAIN' "'APPFOVE.0 byp REMOT WITH� � ".7'," . * FLOW METE . 516 . /,11,t, gLLj I. 2499 BOX'
ONGA9 CALIFORNIA - � � . STAKIAO" - & UNION 520 -- ' . ' . SPACING � . �
MOE" D�
I I � u SrANDAW SKCI �" vu wal w~SKcw-VIONS I"PUBUC OF 1 --1 I �
� . . . . STANIGM0" -7 - � � . i - � . 4E 1 . .
� � . . TYPICAL TRENCHING " �' � - -- . - -�, I le SIT Y�12419 . . 1. --- - -- -- -- �
k-AP"WED]Ws , , ' I 7 . 532 1 INM . ... �Ust wrm SUNI)IM"twim"m FOR PUWC%MKS OWSPUMM R.Cf. 24M - it". -=-1=M==-=- - - � -
- - - � . -.-- . CITY . . --gKcr A cr I . -� - - - --- -- . ijiiiaRmil;...;a- --- - ----. - --- I . I �.1 - -- ,- ---� - � . - - .
. - . . I CK* COUPLING VALVE.-*I . .- 9 -- . I � RAL - L4M : -- � - � . . - -- I . I - . � . I � � . - . . . . �
. I QUI . . , 1&4 womm CONSTRUMM I - .----- . I . . � �. I
. . . a 21 . I - I - 11536 �.. ally w � Ust WrM SrANIDM SpLrCF=TTMG Fca pullm - . . $4mt I OF I , .. -- - . I � - - ,- . - I � . - I � . . - I � . I -
. � -- . -- I 1- - . . . . I * , . I . I I � � -- .
� I - . . - I . BACKFLOW PREVENTER � . . I - . . I . .1 . . I
� um wnu SWDARO WWMTODWS r0ft PUMA WMM COMSM=10" -- si�aT-1 Or I Rr-L--�� L �;,;j; -- , - .. - . - - - � . Z. .
� . ililKTE I -� - - . I - ,,, � � lir , METERED ENCLOSURE - � I � . � - ------ lll� . � 'A . . . - I � - � - . . . � - � . � - - � I I . . - . . I .
I I
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I I . . � . I STRONG BOXIVODILN04 , . - ------ -11 .. . ASSEWY . � . -
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- . � I
. - ,� -. lt�m ..-, �I ;! - ! -- � � . - . - � . - - I - ENCLOSURE MODEL PER I I - . � . I . . - . � I � - . . I
. � � 1 1 1 -- . . - . �. . � - ING(SEE NOTE 4) � - . Mp"ERIES I , I I . I . I - . . . � I I I � . .
I . I - I� � I I � - I � � ---. . . . - . � � HARDSCAF . - - I . I � . � � . I . I IRRIGATION LEGEND', NI I . --,� . - . UNE VALVE(2)PLACES. . I I , . I . . I .�, � . - - I I �� . - � I I . . . I - . - � . � I - . I -
I � I I . I . I . ., . . . ---� , , - . . � � �
- I - .. � � � � . . " . � - - --- � ERM)m . - "--, .� . � . I . - � . . � � I . I .., - I , � . - I - I . �l-, . I I. . I - � -I I 1, . I � � . - . -
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. . � I � . - - . . � . - . I . . � . /117:1 ,- Ill - i. -7 1 � � NOTE; - . . I � . I I , � �' (a I . � - . . . � . 1, � � � .
- . - � � . � . . . - I 11 11 11,,,,��11�� .11 t. - .. ! - .� . . . . � I - I -, - . .� � . � . � �
I I - . � I . - .T1. 19. ..... I . . . I I � � . [ , I I I . � . I . - � . �� � . -LASTIC VALVE BOX& ... I I . - . - - . � . . � I
;i 1. , 1� � - I . ROU I
I t - 1 51 bi
.
. I . I . I . - � . . � I �I I 1 . . . '� ,li*�-. - - ��,v SP41- d.- � I I ----- . � . I I . I . � . .METER TO.FACE 67R EST. I � I r I 0* - I � - � � ca _ � NDP . �
. I pop-Up SPRAY WIAD BODY � . I . 1. . , � I I- . Z:3, - -I . . . I . . - I . -IMGAT;ONGA7V - I . . - �
�
- - � . - I I � � . I . . - . 1 . � I -� I . � .- - I-I.1=1 - . . - � � � I , , 0 . - � I - I CLOSE NIPPLE I � I - uj , I --. . , I . . I .I.I - - - . - I . . . I . - I .- .
. . . , . �SETTO 1/4"ABOVE FINISH . � � . , � _: . � � I - I I � I I 2 , COVERETCHM I
,
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- � , . - � l -- . I . I . . . .. - .. = I El I IE I . - � . I - � - � I I. . WITH 60 MESH' - . I. I . - � � - - I � . . . � I . 1� I - . . . - . I . . .
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� . . . . � - i1=1 I -11 - - � . . . . � , I DOTING INSTALL A MOM" I - ' - . I... .. - go%COMPACTION � � �I . -rop OF I I l--0 . .
I � I . . . � .1 . 1=1 I . I I Ill - . � � '? - REMIENT WEDGE . LICH SHOULD BE
I - I - - qm I � . .� � . I � K.-... 7, ... . . I -2!OR LARGER WITH . - . EXTIENDrABOVE � NOWOWCHIPMU .- 11
. I - - - I � . I - - . . � � . - .- I . ---4 iF TABOW GRADE AND I =*�� *�Al I REQUIRED , . 2p OPERATING NUT � , PLACED OR ALLOYMOTO FAN-W .� I . .
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. � I I � � -. . . , � -� . . :�. -j 1 I -- 3. WH I . -PLACE AGGREGATE PRIOR TO INSTAIIATION OF VALVE'BOX. - -i�U WNrA F.MATT ED ROOft BY LOOS EN I N G ALL I I
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. . . � . . � . 1. . . . - � , I . -�3.Roma%Eemo AROUND HANDICAP RAMPS. � � . I - FINISH . - � - : . MOUNT TEST COCKS ON OPEN OR NOt,I-STRUCTU � 1 2.INSTALL CONTROL VALVES A MIN.OF Ir FROM STRWTURES OR HARDSCAPING I OF ROOM BAU-00 NOT CRACKROOT BALL, � . � I -
� . I � � - . I � - I I I .. .- I � I - � - � . . . . � . -TO CITY SID.PLAN 12D . I GRADE . MIN, .. i --m- I I � � I - 4. ORIENT UNIT PARALLELTO STREET. - . - . � . BEDS WHEft EVER POUBLE NEXT TO SVEWALKS. - .. I 'A �- . � I - � � . I � � --
� � � . � - - j . I � - . �. - - . I I 1 4.PiPtNO UNDER pAvEmENT SUSCEPTIBLE TO TRAFFIC LOADS REFER - .. I I I � - I IV, .. � ,!;'y I.- ... .. . . � � C4 .-,5, SCREEN-UNIT WITH SHRUBS WHENEVER POSSIBLE.'- . .. � . � I 3,INSTALL VALVES IN PLANT . TO STRUCTURES OR HARDSCAPINIG. � - .. - � I, - .. ,- - I - I i - I I .- -
� . .� - � I � - � � .- F ppc_BMOW STRUCTLIRAL.SECTION). I . � .. .- -*0 ir" �1'14 .. I I . - . IRED FOR CONNECTIONS OF . 4.PLACE VALVE sox AY RiGHTANGLES - . - . 7 � . -1 .
� - . � NOTE: . ,AND EDIOES , I (2,r MIN.TO W MAX DEPTHTO TOP 0 � . A . . . .1i I FrmNGS ARE REQU I AND - � . I � - - -. .
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- .HARDSCAPING.MOW STRIPS . - � - 7 - .. - ... 4: . . . IDENTIFICATION TAG WITH APPROPRIATE COWROLLER � -
I � 1,LOCATE HEAD 2*T0 6v FROM WALKS.CURBS . � . . - I ,- I . . �. 5.ATTACH P LASTIC VALVE . . . .I . . " -
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- - .. . . . I . .- I . --- - � tPE POSSiBLE To MINIMIZE JOINTS UNDER MARDSCAPF-, - - . -- -I .. I . I PER STD.61a REQUIRED BEFORE BACKFLOw PREVENTF ;; - . . . I . I . I . 7 . � � - � .
- . . . . I USE TEFLON TAPE ON ALL-MALE THREADS. - : 6.USE MAXIMUM LENGTH OF P I FOR LIGHT"RING � � 7. VALVE. . I - � - . . . ob I . . � I I -� � I - .
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- - . - - . -W - I . . - . � I � . I . I 71 . WHEN MAtNUNE IS 3'OR LARGER. - . �. I � --- - I � � - - , I . � . --- ---- - , � .
. � . - 3.INSTALL,HEADS WITH INTERN&C .CK VALVE AND PRESSURE COMPENSATING FEATURE . - I I I I �- �---- - -. - ----- - I �
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I . ,,iV,'4*",*".",.";,.,";,;�,�I , - . ON PRIOR - - I COAXIAL . . . � I . . I . � . . � - - �
- I -. . . ......I I "; ", I - - 4-., � � . - . I ' . I . � � � . . � - . � . . - -
I I -,�" -x".., "", '� .I.- , . . To MOUNTING ANTENNA � ..-�CALsENSEHARNESS - - . . � - -
- - � .. - ,;,,-*,�.�*.,'.-�*-.'-,'-'.-,'r',-*,��..;�, ,.-.',,�vpee. �,%, "�'! 1. � I � � - - . VERIFY DIRECT � , . - - . � � . I . . �
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. I � '11-1�1;11, 1. , , -1 - . CALSENSETplio . . n V"! � � - - . I - I
- . � . !lX-N-%;*ll.l-;l-.lZ"-l.l�'.11Zll'-1`- I � '. ..--��* - . I - 1 I . I � I . - - � . -
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- . � . I � I -1-1K-l.,K-..3..;l-K� . .- � - I - I I - . . � I . CALSENSE TP-1-40 ' - . . . - . � . - . . . . I .
. . � I .- . - 11 -- - � - I C4NCPZM HEADER-llr RADIUS-. - ' - ' .- E I pw . .. . � -, . I I . . . � I - . � I I I . I - . - � -
- - . -- . � -I I- - . . -- � I - L �i2O VOLT DUPLEX OUTLET(GFCII--' f --------BOARD REGARDLESS - . I . - . .11 I � - . - . � - � . .. . I - - . . �-� - - . . . I � . I . . - . � � . I I -
I � - - . . - - -- - I . . . � . � � - EXPOWD EDGES AM FWISH PER PLAN NIDN-SWITCHIED.TO BE PLACED I : - . I -. � OF CONTROLtEA SIZIE.' � � . . I � I I - - I . � . � I
I � . � . 11 I I - I - - . -LE AT SW415 - � . . - -� I - - . . . - I . . � - - � .. , - ------
. I . - . - - . - I � I .�� - - - -� . � - I QNSTALLATORADE VEL � , WITHIN IRRIGATION CONTROLLER � . �. �� - - . �� . � ,� � I � . . - � 1. . I � - - -.----. -- . I � . . : . � .
� . I . � � - . . � - - I l'IN LAWN -- I ENCLOSURE � � � � I I � . � . . I - - . . - . . - � �
.� . . � I I=!I i I I . � . - 1. �----. CROSSINGS) � .� I L - - �l . . � . . - I I � � - � . � . I I I . I � .
I I . . - . � I . . . � -1 = � J= I 1, - . I � r IN PLANT BED . � . . � . I . . - . � . . I . � - � . I . �- . I - - � I . I . � � I � - I .- . . I- . . - � � I . I -� . �
I � - I - - . .I ME I. . I I � -- rORv FINISH ORAdE. I � I No OPEN ELECTRICAL WIRING- � � I . I � � . . . - . I � . � �- . . . � . I -
. - , � I - - 'F 'r . I SHALL BE IN CONTROLLM ' ' - . . . I - - I I - I - ---- . --- . ----------- �� � . -''
11 � . � � I , I . - - - " TROLVARSS � � .
I . I - � . - . I . I , - . �SEE�NOTME 2 � FOR DO OR COBBLESTONE MOUNT AREk � - COMMONICON I I I I I � ... - I . . , . . . - . I I � � � - - . . � � I � . . - � I I I � -
� . � I -. I . 11 .. -11 1. - . r - . I � . . . F.S.WthM BE FLUSH WrTH- � FINISH �W�-N I . . --6-THICK CONCRETE - . � . . . . I . � � . . � I . -., .. - � . . � � - � I . . . � .
- . I . - I . - . Ill- I . . . � . . � - .- 1013 OF CONCAETE HEAM - . GRADE I . 2%- L . - FOOTING INSTALL A MIN. I - . . � . I I - - I . � �- � . � � I � . � I - . . � I . - I- . �
. � I � � . . . I .- . . I -I- 0 . . - � 0)1-91 - . OF W ABOVE GRAM AM - . . - .. . - � I I - - . I - --- I --- I - - -- - - .-, -- .
� . . - - 114 � � - . � I � � I .
7 . I � I . . � . . � � � - .-- I - . - . . .. �!f SLOPETOPTO DRAIN AT . . � � � I � � . . � I � . I � - ----- -- -- -- - � .- -. �� . - . I -
� - - -m - I . w " - w4p., 1 � I - 14 , . - . 1, . -- . . 1 . � I �
. . . I . ra � � � � I . - - � - . � I ... T - .. . - .I �� - - ''. . . 1:i . . -%- -;- MINIMUM OF 2%. . �. . � - -, � I . . -1 . I - - � . �- I - . - . - . � � - � - . � I � I - . - . . I � . � I I � I .
. � I . . .
. I - -I I . . . - - I . . I- -. � .� ;S . - -- . . . - I�, I - � -I- I . � . zo I I - - . .- � - � . I � - . � I . � -- . � � � to � �-SCH 40 CONDUIT FOR- . - . I I . . .. � . - I. - � I- � . � I � .� . - - .I I � � . I . I I � . I - .- -.. . -1 - I . . � . I I - . . I 1�-1 . � I .-.-� . - - - . � � . .
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. . * - It 11 - . � - .
� . I . . SCH so PVC NIPPLE I . - - T . - . - . � . I I � - - � . . � � � - I - I . � - I � � . I � . � . . . . . I .1 � -
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. . - I . � � . . . . . I I .
- - I . . I � . - I . I . - - . I (UNIjESS OTHERWISE INSTRUCTED) I I .1 - . . . . - - � . I . - . � I I. � - I - - . � � . - I I - I
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.. . - I � � . I . . . - � . I I �- . . 1 6-4 1 . . � � - . I . e � . � � .. -11-11 it r , . �� 1. � � - � 1. 120 VOLT WIRE IN RIGID STEEL . I geSWEEP ELL, 6, � I I . . i I �I I � . . , . . - � -- - � - . I --------- -- -- -C17Y
. . - - CONDUIT(PER LOM CODE) I (TYP.) I DATE
SCH 80 NIPPLE-W LOW SCH40PVC I TO METER ENMOSURE DESCRIPTION OF REVISION APPROVED:
. TXT90*ML -
ALL CONNECTIONS SHAM Be WATER TIGHT - - jamill 11mowamm 111111111111 mmmmmmm
I MARLEX 90*STREET ELL I OUTDOOR TYPVCOHNECTIONS. E I I . --- m -%A .
-- NCLOSURE MOUNT u T -N F RANCHO . CUCA' "ONG
. '.IT v- ` ut I
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-
.
MARLEX W ELL � �
I NOTES: . . . . "ETAI LS I
1.INSTALL CONTROLLER PER MFG.Pl,JWTEID INSTRUCTIONS AM PER LOC&COM.LOCATION � � . d-%K I & PI A" 'Tlk 'G D -
. NON44MSBURE I � . pECTOR PRIOR To CONSTRUCTION. . . IRRIGATION - JN IN
I L.ATERAL FITTING . - TOBEAPPROVED IN FIELD BYTHE CITY IN' TOTHepLARSDErAqmSEWEWEOFRB4OT9 .
I , 2.CONTROL WIRE SEQUENCE TO CORRESPOND I . I
I
I - u u-
�
. WKS(COLM, - . - � C'H I BALD
NON-PMSURE LATIERAL LINE NOTES' IV-T O.C�AND 3V EXPANSION JOINTS AT 20'-O*O.C. � CONTROLVALVES. ORMOS)To FARTHEST RCV ON EACHBRANCH OF THE I
. . . I. 1.PROVIDE SCORE JOINTS AT D 9 3.RUN FOUR EXTRA L EACH ORANGF_WIRE ATTHE FNCLOSURE.� AR' � AVE. NINO H I LLS I r'N E. R r'% �
'
I . . . � . 2.6-W CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MA I INTAINE MAINLINE FOR FUTURE USE PIGTAI BE RED OR BACK IN COLOR. I . - �
A VE . � 4.COMMON WIRE TO sE YMITE AND CONTROL WIRE TO � I - � I
I
. . I I TURF. I iLt4oepuCES%IALLOSMAI)ESEML4r.OWMLP-RANt)REMOTF-CONTRMVALWS. � .
. . - I i � I TO BE 620-C-2500 MIN. S . I 6.LpAR DOME ANTENNA PORT To BE LOCATED AND INSTALLEID By crty RamSENTATIVE TO' . . . I I � . � ----F F::I:;;;� �.#�-%N1 . I .----�- -.--� 0-----,%
�
� NOTE I I 1 3.CONCRETE EATMENTS TO ALL COBBLE AREA ,AS AN EDGE & LOCAL RADIO(LR).syMM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER . I � , I --F --" E--> ��>. ll�- .�e-_�
1 4,HEAOM To BE USED AS EDGE TRF I - 14 (=
� ,HARDSCAPiNG. ()ALL NOWHARDSCAPE LIMITS OF WORK.AND BETWEEN ALL TURF AND - SYSTEM PRIOR TO AcCwTANCF- I . I I . - . . � � -
- 1.LOCATE W-40 24 TO ir FROM WALKS.'CURBS - . A TREATMENT T � . I . ?.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL COOL . - . . I - . I . - � I .
. I . I . MOW MPS AND EDGES OF LAWN. * . I . GROUNOCOVER AIREAS- I� . - a.CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET.ITIS TO BE VARED"Or., .I - . - - - -
I � I � 2-USE 1MFLON TAPE ON ALL MALE THREADS. I - . � I . - ----- -- - ---- . .
3.INSTALL HF.AOS WITH INTERNAL CHECK VALVE AND PRESSURE - . I � I . . I . � . . � � I & . * 4z4z-?
- '-
. - - I EATUREAS PER THE RMGATK)N PLAN. � . I t . . � I - . . - � I � 0.-el r .
. COMPENSATWO FF - � I --------- I 2111/7,�,/ I ." . RCE: 24953 1
1 4.HEAD CONNECTION AT BOTTOM INLET ONLY, CITY OF RANCHO CUCAMONGA.,k.. CALIFORNIA --- . � I . � I I � CITY ENGINEER* ___,__- 1.m--.....v---T - . -
94 . -- .-- . . . I I . ---- -Am-- .
. I � ---- -. ----
I � surom ptm - ---- ,
-
I I . - . -- I ---- . . - - I CITY OF RANCHO CUCAMONGAP CALIFORNIA APPWM By' . BLY � - . RECOMMENDIED
. PLm PREPMED BY.
, S CITY OF RANCHO CUCAMONGAP CALIFORNIA -- p-A,pj,R[r,/0 w# . C . STANDARD PLAN A. ', 1.ryll",f i) INSTALLATION - TYPE A 524 1 1 . DESIGN I . I
I Smut"PLAN . . 534 WL94 - -- �&(Te WOWS COPSTMXMON 3mv I or . . STAN SMITH ASSOCIATES �!W-
. AMOVCD By, � - . - �A-ivxwm CAM =WM STMOM sKcWK%%NS FM PUBLIC I WY, SUITE J-12
. ,, , 1140w -- I SSA--- -- -- I �
F HRUB SPRAY HEAD 1 539 CITY DMA m wm Sfemralms MR PWW WORKS OONWRLCTM SHIMT I OF I R,M���=- :tll.��- . - . I . I I . . � . . � 23 . - . � .
J1 ,/ - ----- RZ& 13 - . ....,- - � � I � I . LAGUNA HILLS . SHEET .
- - ====�;:;�!��!�:��', � I - DRAWN
. I � -%- - - RALC wow CONSTRUCTION ilill!'',::,�ll � I � . . , . I .
� . ctyy ENG%m DATE Usc m SrANDW sommVIONS FOR mIT I or I . � � I - . � . � . � � I . . . �
I . . I RZt, 24953 -, I - - . - I � � I . I - - . � I . I . � . I � I . I I . � . � 11 � � � I 1 . . I - - - I - . � . - I . � 1 . . . (949) 855-64-13 " - � - � L-6--OF � 8 � . -- �
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performance
The Contr -flush and adjust all.sprinkicr heads for optimum
ncho Cucamonga prior to-installati or shall
the city of Ri ion. act
-2. All layout shall be approved-by lks,roadways,and buildings,as much as possible.
ss,an d per-detail. y
d tc1cph nc r timber,
Ball valves shall be in*�talle
a. .-Index sheet which states Contractor's name"addre C. and to prdvent overspray onto wa
Ail
CITY OF'RANCHO CUCAMONGA
de me --material item incltyding�names 11 vide proper
and which li,�ts.each installe quip' nt and B. Water Supply: if it is determined that adjustment&ifith pro
PLANTING AND.-IRRtGATION SPECIFICATIONS efitativi :2. Resilient Wedge Gate Valve(2"and larger) , � I I - I . � I . e irt�gation equipment wi
anufactures local repr�s es. f connection as It make such
Tho irrigati' em, cted to water supply point(s)ol adjustments prior to
syst shall be�conne
and.addressds o I'm, material and equipment item installed. coated and.equipped with a 2" on and more a equate coverage, the Contractor sha,
Catalog and-parts sheos on every a. Resitient'Wedge Gate valves shallbe epoxy Iso'include'changes in nozzle sizes and degrees of are
'R IRRIGATION SPECIFICATIONS b. in s. lanting. Adjustments may a
SPRINKLE dica:ted on the Drawing, P
rider this Conti-act.
U
o ratingnut. as required.
PC (s)-'shown on the-Dtawings.
'be NO.403'RT-RW'as supplied by Wittts -the-approximate location
Guarantee statem0it. Resilient Wedge Gate valves.shall ne tions shall be made at site'co -within ten
2. COQ d; fiditions.
gps caused all be accomplished
PART I-61NERAL by
n s 0 -ler heads by the Contractor sh
ing and'mainteria"6e instructions on 'all m4jor equiptilent. -app 3. owering raised spiink
omplete oper, or roved equal. TheContracior is r6 66risible foe min r chan
d.-
All Resilient Wedge Gate valves'shall be installed per detail. (10),days aft o n by the City.
D F T[ON in City's C. er n tificatio
.1.01 SCRIP,, 2. In addition to the"above-mentioned maintenance anuals, 'Provide the C. Electrical*Supply:
to er heads shall be sev perpendicular.to finislied,grades unless otherwise
ith in§tructions for major equipment made All
and show'evidence.in 4.
Scope of Work: Provide at -transportation,and servi' 'Quick Coupling V for a at ritrollem shall be sprinkI
A. ces necessai to furnish maintenance personnel %.v 6 alves: ny and I' automatic co ignated on-the
I fabor'matprials, �y Electrical connections
ofRanch t thetonclu'sion.of th project that this
s gn -f r ion as-indicated on the Drawings.
Ana install the Irrigation S stem as shown on the Drawings and described herein. ting to the City� p Cucamonga a o-piece body desi 'ed o ,wo, ect d6s� Drawings.
y 1. Qui k coupling valves shall have a bras Iw of conn
service as be'n rendered. elec6ical'point(s)
h e C -All be set per manufacturers s ecification so that,
iles, safety orders' p . ure C 'e wn 'Rain Bitd-EFB'CP-PRS valves p
irk�and-materials shift. comply with. ress of�l 50 P.S.I. onnection ximat, location(s)-sho on the Drawings.
B. Standards. All. wo governing co, 2. s shall be made at'the appro
Eq n Furnished: esign pressure.
uipme't to be ges cause by actual site co'ndition& each lateral.operates at d
'It be bperab
a C
dards, an ns,,, and meet- the minimum- requirein -a q i Key
st d- rc�ufatio ents of� the, Standard- ck coupler key." size and type m no
an Quick coupling valve sh It with u The Contractor is responsible for �i r Chan
Spccifications For Public Works Construction(Green Book)latest edition. Sup'ly as a part of this contract the following tools�l onthe Drawin&s. trigation System:
P shall beAs shown B. Testing of I
-03 INSTALLATION, n-
of special tools required-for removing,.Oisassembling and. 3. c of the City of Rancho Cucamonga,i
a. Two.(2) sets Backflow Prevention Units: The.Contractor shall request the presenc
'QUIREMENTS �H.
1.02 QIJALrl'Y ASSURANCE&RE -project.
adjusting each type of sprinkler and valve:supplied-on this the irrigation A. Trenching: writing at least 48 hours in advanc,,,of testing.
Backflow.prevention unit shall be of size'and type indicated on
A. Pdrmits-and Fees: The Contractor shall obtain and pay for-any and all permits and all b. Two(2)four-foot valvekeys for operation of gate valves...
ly on bottom of trench. Lay pipe�to Per square inch and
d Digtrenche uppoit pipe continuous 2. Test all pressure lines under hydrostatic pressure of 150 pounds
rawings. Install backflow prevention units in iiecordance with the'Drawings. s straight
observations as required.' C., Two(2)keys for each automatic controller. and t i'dicated on the Drawings
an even grade:..Trenching shall.1561low layou n
One(1)quick coupler key and matchina hose swivel for every five(5)or
d. 2. Wye'stkamers at backflow prevention units shall have a bronzed screwcdboy.%�itlf 60 prove watertight'
and as noted..
B. Manufacturer's Directions: Manufacturees. directions and detailed drawings shall be -of quick coupling valve installed. ey#100B,or approved equal. Note: Testing of pressure main lines shall occur prior to installation of the electric
fraction thereof of each t)pe mesh monel screen and shall be similarto Bait
r'e r's of articles ti�ed in this Contract furnish' -of twenty-four (24) inches cover for all irrigation lines control valves.'
followed in all',cases where the maiiufactu The abo, fitioned a d the backflow -2. Provide for a-m� ,
ve-me equipment shall be turned over to thc city.,t the conclusion of ininium
directions covering points not'shown in the Drawings and Specifications. has received 3. All*pressurc,'main line piping betwc�n the point of connection an
ivil observation can occur,evidence that the City C'ntracfor shall verify installed under paving or hardscaping. ssure of 150
i - preventer shall be installed as required by local code. The o piping under paved areas shall be tested under hydrostatic pre
the project. Before f' 3. All
e litions: All local,municipal and,state laws,and rules and regulations material must be shown to the City of Rancho Cucamonga. w and installation procedures prior to -f r(24)inches cover for all pressure supply lines
Ordinances and R g Provide for a minimum of twenty: on
C. ith the�Iocal governing body as to,material 3. pounds per square inch and proven watertight prior to paving
governing or relating,to any portion of this�work are hereby incorporated into andinade a nstruction. Submit shop drawing for appioval. of three(3)inches or larger in diameter. if leaks:develop,replace
start ofco not less than six(6)hours.
part of these Specifications.'and their provisions shall'be carried out by the Contractor. f.04 PRObUCT DELIVERY,STORAGr,AND HANDLING -of 4. Sustain 0ri;ssure.in lines for
e supply lines
Valvus..* -ovide.for a minimum of eighteen(I 8):in6hes cover for,all pre§sur joints and repeat test until entire system is'proven watertight.
4. P1
Anything-contained in these Specifications shall not be construed to conflict with any of he ittings: The Contractor is cautioned to exercise care in-handling,. inches or smaller
r,when these Specifications A. Handling of PVC pipe and F O.G,.bronze construction two and one half(2V?) presence of the General Contractor
above rules, regulations,or require'merits',of the same.Howeve d fittings. All PVC pipe shall be transported in a and*smaller shall-be 20(l pound W. is.shall be made only,in the
's -and sloring PVC pipe an Swing check valves.2 5; All hydrostatic tes hall be backfilled until it has been
workmanship, or con truction of a better loading,unloading, tto' derbendingora composition, neoprene, or rubber disc and shall meet or.exceed. �rovi&-for a mirimn!of twelve(12)inches for all non-pressute lines. arid the City of Rancho Cucamonga. No pipe s
and,Drawings call-for or d6scribe materials, .5.
vehicic,"which allows ihe lengill of pipe to lie flat so asnot to subject i un .-with Teplaceabl.
-th s t -ypc IV d,and approved in writing.
size iin is,required by the above rule and�rcgula ions,the c -A t has been dc-nt�d or -V--5 I0,Class A,T control wiring, observed,tc�ste
u
q'ality,higher-standard,or larger ny section of pipe tha ederal'Specification WW 6. Provide for a minimum cover of eighteen(181 inches for all
oncentrated external oad 't. ny point. . - I F
nd". I I be,replaced with neW piping:..
provisions of these-8pe'difications and.`Dra�virigs sItall,take precedence damaged will be discarded,a if installed,shal tion with F.f.P.thread, Fumish necessary and all other test equipment.
.2. Anti-drain valves shall be.of-beavy-duty virgin PVC construe en within City streets susceptibleto 6. force pump
tandard,120"Trench Repair"wh
-dra n valve� Refer to City S
Anti D. Explanation of Drawings: inlet and outlet. Internal parts sball be stainless,steel and neoprene. orin a coverage test in the pres nc of
Anti-drain valve ra
1.05 SUBSTITUTIONS 40 feef of head. t ffic,loads. 7.- When the,irrigation system is completed,perf
o Cucamonga t 'determine if the water coverage -are
shall'be field�adjustable against drawout from 5 to o for planting as
the City of Ranch
I Due to the--. of the Drawings,,it is not possible to indicate all offsets, fitting, t,.or materials for.the equipment or vied equal,
-slibstittite any equipmen shall be similar to the Valcon"ADV"or appro B. Backfilling: work required to
sleeves,etc.,which may be required. The Contractor shall carefully investigate the A. if-the Contractor wishes to ollowing is complete and ad6quate. Furnish all materials and perform all
mus and Specifications,he may do so by providing the I' 'Trenches from the Drawings,or where
ec all of his work and plan his work materials listed on the Drai ntil ll required tests are performed. .0
structural and finished condition's aff ting I. . iformation ta the City of Ra ncho*Cucamonga for approvitl: J.. Control Wiring: The trenches shall not be backfilled u s approved for backfilling, correct any inadequacies' f coverage due to deviations on thb Drawings when it is
-etc.,as may be rcqu'ired to meet such conditions. hall be carefully backfilled with the excavated material he system has been willfully installed as indicated.
t
accordingly,fumished-such fittings, e, connections between the'automatic controllers and the, s sand,or other approved materials,free from tion of the City of Rancho
noted otherwis
.'d indicative of the work to be installed. The Provide a statement inrlicating the reason for making:the substitution. Use a-separate Except as sandy clayv obviously inadequate,without bringing this to the atten
Drawings aregenerally diagrammatic an G-U.F.600 consisting of earth,loini, o ' s. . Backfill shall be mechanically compacted' in Cucamofig'.'-nis test shall be accomplished before any.ground cover is planted.
icts between the irrigation electric control valves shall be made with direct burial copper wire AW large clods of �arth or st ne a
wor ctu jaceilt-Jn reas.
k shall be installed in such a manner,as to avoid confl sheet of paper for each item to be.submitted. volt. -Control wiring instal led'in control wire conduit within s1ria' re shall be made -ad disturbed soil in planting a
or each landscaped areas to 4 dry'dcrisity.equal to 8. Upon comp rk, -ben.testcd and
system,planting afid architectural features., Pilotvlqrc�shall be a difTerent color wire f as,humps or other leiion of each the entire system shall
ance'charts and flowcharts I*or each -phase of wo
gra
2:. Providc'descriptive c:,t:-Iog literature,perform with AWG-TW solid copper wire. color stripe for. -Backfill will conf6rm to adjacent des without dips,sunken ate
-white with*ii different justed to meet site requirements.
called for on ihe Drawings by, notes or details such be fumi§hed and oiler. Commowwires shall be ad
2. All work item to be stibstitutod. automatic contr surface e
manufacturer's irr gularities.
installed whether or not specifically mentioned in the specifications. each. �automatid.,controller., Install in accordance with valve
Provide th' of '_�t savings if the sibstituted.item is approved. ll*be initially-plac d-on.all liiiiis.� 140 foreign 107, MAINTENANCE
3. c amoluit (,0 ecifications and wire chart. In no case shall wire sizebe less than.#14. 2* A fine'granular' material backfill,wi
he irrigation system as shown on the sp. in
3. The Contractor shall not willfully install t n' ccepting o. c ecting 1uhtter larger than bne-h�ilf(/2)inchi size will be permitted in.the initialbackfill. The entire iffigation syst in ull automatic operation for a period of seven(7)
spo sibility i a shall be under f
when B. he City of Rancho.C W It occupy the
it�is obvious in the field that obstructions., grade differences, or shall have the-sole re n 2 iring sha same trench and shall be installed along the same route as
Drawings d materials I on the th approva of the City of Ranch6. A.
hem as an
equal.to the equipment an e ssible.' tied only wi to any planting.
a dimensions exist that might,not have been considered in any submittal.1 pressuie supply or lateral lines wherev r po 3.' Flooding-of trenches will be Permi days prior
discrepancies in are
9 -d'in a trench, the-wiring shall be taped Cucamonga, hb Cucamonga reserves the right to waive or shorten the 9peration period.
engineerin . Such obstructions or differences should be.brought��o the attention of Drawings and Specifications.
3. Where more than one (1) wife, is place B.. The,City.of Ranc
t this notification is not performed,the
the City o -Rancho Cucamonga. In the even
(B)fdet. valves, sprinkler.heads,:
curs and subsequent adjustments in pipe,
together.at intervals of fifteen 4. If settlement-oc
Contractor shall assume full responsibility for any rcVision necessary. 'the Contractor-shall make all
lawn, planting, or other construction,are necessary,
GUARANTEE t cost'to the City.
required adjustments%vithou 3,08 CLEAN-UP:
inaccord4rice with 1he att, form. thin three(3)feet of each wire.connection.'-
1.03 SUBMI'T`TALS� he guartintec for the irrigation system shall be.made c -A. An expansion'curl shall-be provided wi ectri es. Refuse and excess dirt shall be removed
A, 'Condi ns shill.be filed uffic�ient length af each splice�c�onnection_at�ach el c C. Trenching and Backfill Under Paving: Clean'upr sball be ma,dc'as each.portion of work progress
onditions and Slipplementary itions of these Spcoificatio- url shall be,of s i n
The General C Expansion c' net may bebrought to.the washed down,and any amage sustained.o
as Tretiche at as where paving,asphaltic concretei or con. from
A. Material list, ce of ille-irrigation system. control valve, so'that,in c 'e of-repair, the valve-bon s loc 'ed under are crete will*be the site.,all walks and.pav ng,�shall be bloomed or
with the City prior to'accepta rol wires. Control wires-shall be-laid loosely tibur(4)inches below the pipe and six the work of others shall be repaired to its original condition.,
equipment,materials,or processes specifited surface-without disconnecting the cot installed,shall be backAlle.d with,sand"(a laye
1. The-Contractor sfiall fumish the articles, perations and maintenance ni:mual. to 95%compaction,using manual
0 lbe included in'the o in tre' ss or stretchin wire�conductors, e -and Compacted in layers PRIOR TO ACCEPTANCE
by name in' the-Drawings and-Specifications. No subtituti n will be'allowed. B. A copy of the Guarantee form shal rich without site g (6)inches above th .pipe) 3.09 FINAL SITE OBSERVATION
efies for piping shall bi compacted to equal the
Rainbird devices. Tren
without prior written-approval by*the City of Rancho Cucamonga. ad and shall contain the Connector Seating Packs; or mechanical tamping City of Rancho Cucamonga at
-form sl�lall be rcztvped onto"the Contractor's l,etterhe All splices shall be made with Scotch-Loy#3576 1 be.left in a firrh A. The Contractor shall'operate each system in its entirety for the
C. The guarantee 5. c',with*each existing adjacent undisturbed soil and shAl
ed equal. Make,only one splic compaction of the table by the City,of Rancho
rial list shall be submitted prior to performing any wo& Material list.. following.information: Snap-Tile wire connectors, or approv all be left.flush with the adjoining grade. he im nal observation. Any items deemed not accep
unyielding condition. All trenchessh be'rewoiked-10 the com ete satisfaction of the City of Rancho
ber,�nd.description of all"materials and Anector scaling pack. piping under paving prior,to Cue origa shall PI
shall include the manufkfurer,model num co or-shall set in plac', and pressure test all am
Contract e cop
be. IGATIO1`1 S valves be
acturer and other information may GUARANTEE FOR IRR .wrFm'
0 be used.-, Altho6gh manuf 6. ler'and electric control Cucamonga.
equipment t Field so.liccs.between the automatic control the paving v�ork.
uide toproper submittal format: 0 umishcd and installed is free from(1cfects in out pl oval-of the City of Rancho Cucamonga. 'jacking,-boring, or hydraulic ence to the City of Ranch at the City has
different,the,following is a g _ , . -- .- &that the irrigati n system we have�f ings-and allowed with ' prior a pr 'The Contractor shall show evid
We hereby guarante c work-h�s been completed in accordace,with the Dra\\ -2. Generally, piping,under existing walks s"done by B.
-:Manufacturer, -Model No. materials and workmanship,and ill f sidewalks.and/or concrete is necessary, received all.accessories,chart�,record drawings,and.equipment as required before final site
Item No. Description any qutting'r,breaking o
ect excepted. Wt agree'to rep ntroller: driving,-but where 0
Specific wear iiid tear, unusual'abuse,or ncgl K.. Automatic Co' 'a part of thd-Contract cost.
-Ba6kflow-Preventer Tebco 825-Y-BV'. ations,.o,rdinary- iod of one year obserVaiion can occur.
may develop during the per and replaced by the Contractor as.
worinianship.'wfiich, the Drawin s. it shall be don'c in
'Automatic Controller-. Calsense ET2000-24.-LR-RR ace any defects in material or all be of size and type shown.on
rppl replace any damage resulting from the'repii ring or Auiomatte..controller(s)sh Permission to,cut or break sidewalks andlor concrete shall be obta* ed ftom the City ON
0
3- Mast&Valve 3100 RCV from date of acceptance and also to,repair or ake such,repairs or. e City f Ranch�, ulic driving�will be mitted under concrete .10 SITE OBSERI�ATI SCHEDULE
costs to,the City. We shall m tic controller(s) sliall be',approved by th of Rancho Cucamonga. No hydra 'pe
C. cing.of such defects at no dditional
Etc. Etc. Et- repla the City,after receipt of written notice. In 2. Final location of automa ity of Rancho Cucamonga in advance
4. a reasonable time,-ns determined by Cucamonga. paving. A. The'Contractor shall be-responsible for notifying*the C
specifm and complete. All items must by listed and replacements-Aiihini ithin a reasonable time after receipt of 9 to the time indicated:
the event of our failure to make such repairs or replacements w rwise noted on the D�awings, the 120 volt electrical power to each- for the following observation m eetings,accordin
Irrigation submittal must be airs or replacements 3. Refei to City Standard 120"Trench Repair"when within City streets susceptible to
nectors,valve boxes, etc. No copies of d to have said rep 3. Unless othe
primer,wire, con iten notice from the City;we authorize the City to prodee ocatio 'is to be furnished 6y others. The final-electrical hook- 7 days
should include solvent, wri automatic controller I n traffic loads. I Pre-Job Conference
thanufacturer's literature(catalog cuts)are required as.submittal information. therefore upon demand.
made at our expense and.we will pay the costs and charges up shall be the responsibility of the Contractor.
I of the City of D. Assemblies: 2. re supply line installation-24 hours
.3. Equipmentor materials installed.or fumished without prior.approva Electric,Control Valvos: nes as indicated on the Drawings is diagrammatic. lation-24 hours
the Contractor may be required to remove L. I Routing'of spritilder irrigation Ii crat line and sprinkler instal
Rancho Cucamonga may be rejected and type shown on the Drawings. otiform with the details Lat
a samc.size,dnd
such materials from the site at his own e 'All install lines(and various assemblies)i I n such a manner as*to c
xpense. LOCATION: I electric control valves sh It be the 4. Automatic controller installation-24 hours
bstitute indi.dates only that the pr duct or ave a manual flow adjustment. in the Drawings.
4. Approval of any item, alternative or su 0 2. All electric control valves shall h ion-24 hours
ings and Specifications on the S I G NE D: multiple assemblies in plastic lines. Provide each assembly with its own 5. Control wire inStallat
of the Draw
products apparently meet the requirement. x for each electric control valve,
3. Provide'and install one control valve bo
basis of the information or samples submitted. outlet. Pressure supply line and lateral-linctesting-48 hours
ADDRESSED: 6..
ontractor of his liability under the M. Control Valve Boxes: I pecified herein in 'ccordance with respective detail. In
hall not relieve theC PHONE' DATE OF ACCEPTANCE:' 3.1 Install all assemblies s 7. Coverage test-.49 hours
-5. Manufacturer's warranties s Carson industries#910-12B with gs or Specifications pertaining to specific items requ�ired to
warranties iltall.brily supplement-the-guarantee. 10-31411 round box for all gale valves. absence of detail arawin
guarantee. Such Use 10";x th best standard practice with 8. Fin
proved'equal. Extension sleeve shall be PVC with complete work,perform'such work in accordance wi all observation.-7 days
pART. PRODUCTS greem.bolt-down.cover or ap -city of Rancho Cucamonga,show
B. RECORD DRAWINGS: minimum size,of six(6)inches. prior approval of City,pf Rancho.Cucamonga. When observations ave been conducted other. han the
s were mad'
ore y se e.
lea t n
'mplete record set of blu'eline 1.01. MATERIALS Use 9-1/2 11 'electric control,valves. Carson --4. PVC pipe and fittings shall be thoroughly c -.dust,and moisture bef ing.ofwhe .�and b'whom the i observation
The Contractor shall provide and keep�up-to-date a co It or a ned of dirt, evidence inwri
specified herein 2. x 16" x I V,rectangular box f ethods.sball be as recommended by c
e notedba drawings, an mmene6 without "As-Built!' record
ange from th original. "Is rids and types s#14.19-12B qual. installat;o Installation d.solvent welding m co drawings. The contra tor
ozalid prints.which shall,be corrected daily,showing every ch A. General: Use only new materi, of bra Industric' with.green bolt-down cover or ipproved c n C. No site-observations will
'Draw* ns and the exact installed locations, sizes, and kinds of 'the t f0i -Built" record. drawings,. without- completing
icatio or approved equals. pipe and fitting manufac urer. 7
ings�nd Soecir ve a site. visit withbut"'As
shall not call r
0 for said visit.
equipment.- may be obtained from the City of Rancho 3. Use 6"diametcr x 8-3/4"deep round plastic vaive'b'x for all quick c6u
Prints-for this purpose e metal connections first. the.systern-
I I - d ei Or�PVC,to metal connections,-the Contractor shall work th previously noted corrections,or without preparing
et of drawings shall-be kept-on the site and shall be used n Carson Tn.us gr n flex-lock cover�or approve qu
B. PVC Pressum Main Li' e Pipe and Fittings: d 'tries#608-12,Aith 'ee
Cucamonga at cost..'This tape o -approved equal shall.be'usdd-on all threaded PVC to PVC,and on all.
only as a record.set. er shall be PVC Class 315. -for all electric control valves installed within r is at.I"that is required..Where CONCRETE-SPECIFICATIONS
pipjng Pit si7cs 2"'and larg 2'� ' 16"x I I rectangular box 'C wrerich'pressuie
Pressure main linf 1 .4. Use 9-71/ x 'threaded pV to metal-joints. Light
industries # 1419-1213 witif green bolt-down into which the
n' n the'record drawing pfogress landscaped areas. Carson threaded PVConnections are-rcquired,use threaded PVC adapter
The Contractor shaII'make cat and legible notations o NSF.approved Type,4,.-Gard, PVC on-grade
2. Class 315 pipe shall be made from an PART I GEhJRAL
-k'as actually installed. For cover or equal.
ds. showing the woi All.pipc must meet approved ipe may be soly
sheets daily.as the work pr�icee compound conforming to ASTM. resin.s6ecification D1784. 0 . ,ent.weide'd.,
ca h match wi
req ithin'on- 1.0 1 Description'
aphic uirements as sef forth in Federal S&cificAtion'.P&-22-70,-with an. ppr6orilate. Use 1*0x.104/4 pling valves installed.
exampip,shoulld.a.piece of equipment be installed in'ai to tion t at does not round box for all"'quick cou
E. LineClearance:
oc 917 ic Works Construction(Green
t equipment has been rel "ated in a litdustri�s No-. 910-12B with gfeen bolt-down
fer to the or Pubi
theplan,the-Contractor must indicate tha 'itandard.dimension(S.-D.R.)(Solvent-weld Pipe). structure landscaped areas. Cars�on Standard Specifications f
to match the original symbols-as indicated in the ir igation legend. The rov minimum clearaned-of six(6).-inches thr d For concrete information re itearrionga). Refer to Sections 4,201,303,and 400,as well-
mannerso as All lines shall have
and smaller shall be P.VC SchddL1 I c 40 with cover oripo ed equal. e'*s from lines of othe r the City.of Rancho C
relocated equipment and dimensions-will then be transferred-to the origi,fial record -.for sizes 1-1/2" r trades,with the exception of thc�contr6l wire Book: Edition pe oncretework,materials,
3. Pressure main line piping twelve (12)inch allation of c
-install ation,'per and post ifist
pply line. Parallel lines as any other Sections related to the
sol sl (s), which�hall-be installed adjacent to pressure su is-available from:
drawing'plan afthe proper-time. vent welded joints, N. S Heads: eeve a S 'cifications for Public Works Construction
t ard p
prink.ler, abor,and c'lean-up. The.S and e
of
-from NSP approved-Type 1,,Grade I PVC. he 'am' size, type, and.-deliver the,s�me rate shall riot be installed directly.over one another.
observation,the Contractor shall transfcr all information ade -All �prinkler heads-shall be of t s e
Before the date of the final 4. Schedule 40 pipe shall be in and'discharge as -BI Building News(310)202-7775
or similar mylar material. in §pecification-P1785. All pipe'lillist meet r' t�row, 0 - - . ..
from* the "record dravang" prints to a sepia mylar compound conforming to ASTM res precipitation with the diameter (o-radiu�) f�.
Automatic,Controller Assembly: 3055 Overland Avenue,
Art angements'shall bc'made through the city for obtaining, said sepia mylar or �r.equire rat Specification PS-21.40. e r pecified inthese special proyisions. -"F. trol valves shall be connected to
ments as set florth in Fcde shown on-ih Drawings and/oi s Install as per manufactu'rer's instructions, Remote.con os Angeles,'CA.90034
L
terial. All work shall be-in waterproof India ink and applied to the the Drawibgs.
similar,mylar ma erical sequence as shown on
a strew adj tistment., troller in num
y for use on-mylar material. Such pen shall -PVC solvent-weld fittimis shall be Schedule 40, 11-1 NSF approve4conformingto Spray hcads.shall have 'con
mylar by a technical,pen made expressl
G. Wiring for Automatic Controller:
ASTM test procedure D2166. ordance with the detitilsshoiNmon the drawings. -High Voltage
idograph;,Kueffel&Esser,or Faber Castell. 3. 'Riser units shall be fabricated in act provided by the
actured by ap atic controller shall be
be sim ilar to those manuf 1... 120 volt power connection to the autom
easily read,7ble eveii on-the final con'trollef Solvent cement and priiiier for PVC-solvent-weld.pipe abd fittings shall b6 of type' pening.in the
The dimensions shall be made as to.be Riser nipples for all sprinkler heads shall be-th6 same size as the,riser of
cribed by the manuf 'Contractor.
and*installation:methods pres apturer.. 4.
all be submitted
chart(see Section Q. The original�mylar"record 4awine'plan sh ordinaric s, d union authorities
c an
---of Rancho,Cucamonga- for approval prior to the'completion of-the sprinklerbody. work.shall conformto local codes
to.the City 7. All PVC pipe must bear thd following markings: All electrical
thii same type�hall.be the.same manufacturer
All-sprinkler heads of
controller chart. -5. havingjurisdiction.
a.,- Manufacturei-'s name
The Contractor shall dimension*from two(2)permanent points of reference,such as 0. at
'Nominal Pipe size Hi Remote Control V ves:
location of the b. control wiring -where grouped together,allow at least twelve
rs, -intersections., etc., the - 's r in
building come sidewalk edges, road -Schedule or O , Sleeiving un'dbr hardscape or paved a eas for mainline,lateral I' es.or'
Install where shown on the.Drawings.
156116wing,items: d. Press��rc rating in P.$.L� r ed,equal. xes. Install each remote control valve in a
ihall.be Schedule 40 PN.C.orpp Ov
�12)inches between adj acent.valve.bo
e.; NSF(National Sanitation Foundation)approval
a. Connection to existing water lines. separat6-viilvebox.
Vandal Resistani Controller Enclosure:
b. Connection to existing electrical power. Date of extrusion
hown on the Irrigation Drawings and ing of Systeint
manufacturees.name or trademark,material designation, Controller enclosure shall be of size and type�s Flush
c, Gate valves. 8. All.fittings shall,bear (I n d risers are in place and'connected,all necessary
d. Routing-of'sorin1der pressure lines(dimension max. 100'along routing). licable 1,P.S.schedule and NSF seat of approval, Irrigation Detail sheet.. Aft' all fiew sp, inkler pipelineg an
Size,Opp er
c. Sprinkler 'hou installation of sprinkler heads,the
control valves. troller enclosure sing.to provide a.base diversion wojk has been complet�d,and prior to
rip,and locations of all splice'boxes. C: PVC Non-Pressure Lateral I.,ine Piping:. .2. A backbos!d shall be secured to the-don ead of water used to flush out the system.
f f control wiri r and terminal strip. I'valves shall be openad and full h
Routing o nklet controlle contro
at
fol,triouniing the autom ic spri
g. Quick coupling valves. Non-preisure'buried lateral-line 'iping shall.be PVC Schedule 40 wit I h solverit-we d 'volt-duplex heads shall be flushing of the system has been
P -volt
-outs for future connections. box shall be provided vl an On/Off switch,and a 117 histalled only after
h. Stub int�when installed in planting are-as. A 1-17- .2, Sprinkler ion-of the.city of Rancho Cucamonga.
an6ho Cucamonga. jo ic 117-volt supply,t6 the-pontroller' -complete satisfatt
i..Other elated e e -by-the City of R rccep�acle*, Metal conduit shall run from it accomplished to the
quipment as dir died as shall be PV
N6q-pressurd lateral line piping installed under p4ved'are C Schedule. rly phasdd.'2.. 'housing.'All power within the housing shall be prope
5. -or bef the final field observation,the Contractor shall deliver the n Sprinkler Heads:
On ore the.date,of 40Withsolve tweldedj6ints.
the'City of Ra'ncho*Cucamonga.-. Delivery of the it P.VC compound 4. A terminal strip shall be ed.clearly indicating the&oper T36ints of connection the ted'on the Drawings. S rinkler heads. to be
corrected and,completed,se*ias to provid sprinkler heads as designa p
p Grad' common,central control). Install
he�Co tractor of the respq 3. Pipe shall be e -approved, Type 1, e f all a'pp* priate wiring(station valves,master valve, 'itemized.
sepias will not relieve't n risibility of furnishing required mad� from �NSF 0 ro. thi'wolk shall be equivalent in all respects to those
information that.may be emitted from the prints. conforming to ASTM resin specification D1794, All pipe must meet requirements -installed in s C17Y
ication PS-22-70 with an appropriate standard dimension Q. Miscellaneo6s Irrigation Equipment: 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no DATE
set forth'in Federal Speci f manufacturer. DESCRIPTION OF REVISION APPROVED:
C. Controller Charts: ratio. tion Plan's for sizes and types of miscellaneous irrigation shall the s acing exceed the maximum recommended by the
Refer to the Irriga e
awings shall be approved by the Ciiy of Rancho Cucamonga before Except a.s noted in paragraphs'1,2,and 3 of this section(2.0113),all requirements for equipment. IRS
I As-builts 4. 3.04 TEMPORARY REPA
or solvent-weld
pe 'and fittings shall be the sarrie as f CA&' 0
controller charts are prepared. non-pressure lateral line pi iff igation equipment shall be as specified or'approved equal. CITI Y1 OF RANC lqu
ittings as-set forth in section 2.0 1 B of the 2. All miscellaneous -The City reserves the right to make temporary repairs as necessary to keep the sprinkler system
2. Provide one controller chart for each controller sequence. in line pipe and f t by the City shall not relieve the
The exercise of.this rip-)'
Specifications: PART 3-EXECUTION equipment'in operating condition. rein,.pecified.
3. Tfie'c'harVshall show the area controlled by the automatic controller and shall be the Contractor of his responsibilities under the terms of the guarantee as he KIS
maximum size,which the controller door will allow. D. Brass Pipe and Fittings: 3.01 OBSERVATION OF SITE CONDITIONS SPECIFICATIOIN
4. The chart is to be'a reduced drawing of the actual installed system. However,in the Where indicatedon Draings,use red brass screwed pipe conforming to Federal all size 105 EXISTING TREES
A. All scaled dimensions are approximate. The Contractor shall check and verify
e drawing is reduced, it shall be Sftecification#WW-]'-.�3 I ting trees,the Contractor shall use all possible care LSIDE RD.
event the controller sequence is not legible when th m the city of Rancho Cucamonga prior to proceeding Where it is necessary.-to excavate adjacent to exis
dimensions and icceive approval fro eas where two(2)inch and larger rootsoccur ARCHIBALD AVE. AND HIL
ing to Federal Specification#WW-P460. to avoid injury to trees and tree roots. Excavation in ar
enlarged to a size that will be readable when reduced. cohf with work under this Sectiom pt directly in the path of
2. Fittings shall be red.11, orm. d larger-in diameter,exec
avating and working near existing uti.lities. 'Me Contractor shall shall be done by hand.,All roots two(2)inches an
5. The'chart shall be a black-line orblueline ozalid print and a different color shall be all be tunneled tinder and.shall be heavily wrapped with burlap to prevent scamng
or each station. E. Copper Pipe.and Fittings: B. Exercise extreme care in exc, ions or neglect. Chedic pipe or conduit,sh roots smaller than two(2)
used to indicate the area of coverage f e p r*damages to utilities,which are caused by his operat drying.'Wh e achine is run close to trees having
res' onsible.fo or excessive er a ditching m Pipe: Type K,hard or existing utility locations. he tree shift be hand trimmed,making clean
proved,the chart shall be hermetically sealed between two existing utilities'drawings-f inches in-diameter,the all of the trench adjacent to t
6� When completed and ap e c w e Seal,
nd larger in diameter shall be painted with two coats of Tre
olderjoint type. interFerence
pieces of plastic,each piece being aiminimum 20 mils. 2. Fittings: wrought copp, cuts through. Roots one(1)inch a ere this is
C.. Coordi,nate instal'lation of sprinkler materials including pipe,so there sball be no enty-four(24)hours;and wh ci the final field observation of 16%zinc,24% r difficulty in planting trees,.shrubs,and ground covers. or equal. Trenches adjacent to tree should be closed within tw DATE
7. These charts shall be completed and approved prior t 3 Joints shall be sol(lerc,l ith silver solder ss APPROVED BY**
. "1' 1.45%silver, 15%copper, with utilities or other construction o ay safely proceed not po.*i6le,the side of theltrench adjacent to the tree shall be'kept shaded with burlap or canvas. RCE' 24953
the irrigation system. cadmium,solidus at 112 and liquidus at I 145 .F. ly ch�ck all grades to satisfy himself that he m
D. The Contractor shall careful CITY ENGINEER
D. Operation and Maintenance Manuals: F. G ateValves: before starting work on the irrigation system, 3.06 FIELD QUALITY CONTROL
RECOMMENDED
AdJu*stment.of the System: DESIGN PLAN PREPARED BY:
1. Prepare and deliver t6the'City of Rancho Cucamonga withinAen calendar days prior 1. flail Valves 3.02 PREPARATION A.
to omp.letion of construction, two,hard-cover, three ring binders containing the Ball valvessholl a 125 lb SWP bronze valve with thredede.ndsand shall SSA STAN SMITH ASSOCIATES 12
following information: be equipped%\-*ill stainless steel handle'. A. Physical layout:. N PKWY.t. SUITE J-
Prio�to installation, the Contractor'shall size stake out all pressure supply lines, LAGUNA HILLS, CA 92653 SHEET
b. Ball valves sh-111 be Nibco T-585-7p-66 or approved equal. DRAWN
routing and location sprinkler heads. (949)- 855-6413 8
S OF
F -(949). 830 4465
AX:
833- DRAWING NO.,
CHECKED LA. NO
;Z
SSA 4-6-05
DATE F1LE NO
-SHEET NO.- OF
7
PROJECT
C17Y
DATE PRM
7.
'Protection:ISI-I GRADING
1.02 Scope PART 3-SOILPREPARATION ANDFIN
an acceptance.
-on the r as specified, r's ted Am=from damage priorto final
Furnish and install all. concrete work complete as indicated dra��ings o Scope of Work: Erect temporary f6noing or barrie to protect pl
hiding,but not limited to tlfe following:
ine nd incidental to th
Pr'oVide'all materials and oquipment,an"d perform all work necessary for a
A.�
-and setall reinforcing steel'bolts,-And Anchors. inish grading of all planting and lawn areas as sbc wn on,plains, as PART 6-WEED ABATEME
A. Furnish Soil preparation and I
reasonably impliedl or is(lei ineated i n'the speci fications. e of Work:
B. Install all.items required by other trades which are to be cast into concrete. 6.01 ScoP.
ng,oi 17 topsoil tot backf illing of planters if required. m all.w6rk as indicated on plansi as
'Concret gradi ide all material,equipment,and labor necessary to perfo
C. e mow strips,footings for walls,fencing,posts,benches,etc.,where applicable. B. Furnishing,placement,
delineated in the specifications.
C. Cleaning and firiish gra(ting-617 planters areas And planting areas. reasonably implied,and as
1.03 Protection
6.0j Quility Assurance:
All finished concrete work shall be barricaded to.pedestrian tTaffic fbr three(3)days. Barricade shall .3.02 Topsoil:
d cator of all we rials shall be licensed by the state of California as a
be placed immediately after concrete finishing, -Contractor shall furnish,place and remove all of his -site soils listcd as'acccptable!under'Site GrA ing!s e cation. A. The Appli cd control mate s'.
A. Existing on
or any damage to new construction and replacement e as fill,backfill in pl te ding,-sh Pest Control Operator and a Pest C60rol Advisor in addition to any subcontractor license
oWnbarric�ades. Contractor shall be responsible,11 imported to site for us an rs.and ffioun all be siandy
or repair ofthe work shall be made without added cost to the City. B. Topsoil I thatre required.
textured. Silt plus claY content of this soil shall be no greater than 15%,by weight. The
r'than 1-part Per million as measured on the B, All materials and 0 al Regulations.
meth'ds must conform to Federal,State,and Loc
1.04 Clean-up -boron content of this.soil shall be no greate
tio I not exceed 3.0 millimohos per
Thc sodium absorption ra .(SAR)shal
'd before final acceptance,the C saturation extract. les of the imported.soil.shall be 6.03 Submittal:'
Upon completion of all concrete work an ontractor.shall remove all, centimeter at."25 C. In order'to ensure conformance,samp dscape,
tools,surplus materials,apparatus,debris,etc.from the site and the site shall be left in a clean,neat testing-laboratory, approved by the project Lari Landscape Contractor shaU submit io the
submitted to an Agronomic soils Prior to the installation of any weed control mitterials,the
Result of testing to be delivered.to City for approval.
condition acceptable to the.City. Architect for analysis prior to use. Landscape Architect/City a list of the weed Control materials and quantities per acre intended for uge-
Soil test to include in and recommenclations. on the site'-as I supplied by the Pest Control'
in controlling the weed types prevalent and expected
PLANTING SPECIFICATIONS urnish'the Landscape Contractor and LandscapeArchitect and
Advisor. Pest Control Advisor shall f
3.03 Soil Amendments: f the weed control materials and methods with the
City'data to demonstrate the compatibility o
All soil amendments shall be is pecified in the Agronomic Suitability/Fertility soils report furnishcd' intended planting and seed varieties present..
1.01 Scope of Work:
by the Contractor 6.04, Responsibility and Coordination:
Contractor shall provide all materials.- labor.and equipment.incidental to and necessary for
I.mplied, or as delineated in the 3.04. Soil Preparation: and barriers required to
completing all work, as indicated on the drawii1gs,,,as reasonably A. Landscape Contractoir is-responsible for the erection of all signs
Specifications as follows. and inspected for r&ommended approval.and,fine prevent intrusion into.the treated areas and to notify the public.
All work on irrigation system shall be complete s'it amendment work.
ding completed,prior to rototillitig and prior to 0
gra B. No material or methods 'Shall a'ffect the landscape plitnting or hydroseed germination. No
1.02 Standards: 'the ob site fro' date of
r unusable for more than 10 days in
been established, prfpare,all lawn and*planting areas by tilling or cross material'or method shall rende
All worknd materials shall comply with governing codes,safety. orders,standards,and regulations, After tough grades have
e e cation..
ripping to a depth of 12'.'.-Al I rock and debris more than 2"in diamet'r shall,be.removed from tbe appli'
-and meet the minimum requirements of the Standard Specifications For Public Works Construction iameter
n which all rock-and debris more than V in d
site,except for areas that are to be soddedi-i' icides:
Book)latest edition.. -6.05, -Non-Selective Herb
shall W removed.
as recommended b the
tact herbicide and/or non�scicctive systemic herbicides.'(
1.03 Quality Assurance: ded to a depth of 6". ater area
ad,'and rototil in ll soil amendments as recommen
Apply,spre Pest Control Advisor)
ly into the top 4 to.61,-thel following 1br
et Inwipbrate even
the thoroug4l 'after rotakilling 'e
A. All Contractors performing Site Development work,must'be,lic*ensed'in accordance with y
laws of the State ofCilifornia. each 1,000 square feet of"planting area: 6.06 SelcWve Herbicides.'al. e recommended by Pest
B. Contractor shall provide the.Landscape Architect and the City,With a list of Subcontractors 4 cubic yards of nitrolizA Redwood or Fir shaving or equ e
Selective.pre-emcrgdnt h tbicides compatible witlf sc*ed mixtur s (as
d equal
and M_ ciat Suppliers c' ected to be employed during the'course of construction. 200f lbs:of Gro-FowcT or approve V
at n Control Ad isor)
XP
Contractor shall.obtain'and keep in i6rce'Public Liability and Property Damage Insurancei it conditioning rc minimal qualities only and should be-used'only-for bidd.ing pigpose,C The above so 6.07 tion:
Weed Eradica
during entire.dourse of the Construction Contract. The amount of insurance shall be. mae drastically from the time these specifications were developed.to
bccau�e soif conditions may cb;
e erefore'the Contractor shall obtain his own soils
determined by City. -it conditioning tak place.' Th S xisting iri the planting.
the time-the actual so I-f in the opinion of the'Pest Control Advisor,perennial:grasses and weed e
shall be. I spray these Areas .per,?est Control Advisor's
per (wery 25,0100,sqiiare-feet of planted area.� These soil tests areas..will. require control -prior to'remoVa
analysis,at a rate of bhe I
D. Prior to start*of site development work,the Contractor shall notify the Landscape Arch itect approved by the project,Landscape
ved Agronomic soils testing recommendations.
conducted by an appro
and City to give starting and completion-dates.- Contractor shall also supply the Landscape u -construction job conference.
'in charge of the work. and clear all.weeds.and deleterious
Architect and City. Copies.of the soil test to be provided.d ring the Pre
Architect and City with he name-and telephone number of the person A. Prior to the installation of-the*irrigation,system remove
materials-from-planting areas.
1.04 Responsibilities and-Coordination:
- Finish Grading:
3.05 2"-below
A. Pcrmits:� The Contrac.for shall obtain arid.pay"for all permits and.inspections-required by Alto*herbicide to kill all weeds. Rake or lide.off ll deadweeds to a deptli of V
tilling o erations are complete,grade areas to establish finislirad s for�lanting. All flow ds from the site.
governing authorities for the work to be performed. -After roto p the surface ofthe soil,Thysical ly remove all wee
roper tolerances shall.be mei after settlement at the end of theieject
lines shall be maintained and p
B_ 1,xisting Cbnditions� The Contractor shall verify all,conditions and dimensions shown on the NI) ICE
plans-at.the site prio.r to r cement of any work under this contract. The Contractor maintenance.period.
ommcn
-ground uniformly smooth and free of abn pf.grade change. 'Scope of W
shall verify,the location.and depth of all underground utilities prior to start of work.* e'iirf e of the ork
Finish grading shall leav s 7.01.,
C.- Temporary Utilities: The-Contractor shall apply for.and-pay all-cost incurred for All u 'ry f6r,or incidental to orriing all maintenance,
3.06, Coordination: Provide all materials,labor and eq ipm�nt nec.essa perf
temporary'utilities water,electrical power and'gas'a§ required by him ffir-the the specifications including,but not limited to
such-As requirements as reasonably.implied or as.delineated in
n of the irrigation��stem rototilling
-construction of the Orject. Temporary services shall be coordinated with the City and other --Weed abatem ent work shall 1�coordinated with the installatio the folloWing:
e section)
con tractors'on he job'site. and soil'amendment.Work,and-planting. (Se'Weed'Abatement
Maintain all plants and planted areas.
D.- Surve -ference Points,and Elevations: The Contractor is.responsible for establishin g�all AN6 SHRUBS Keep planted areas free of weeds and debris.
Y,Re PART,4-.TREE
surveys. reference,pojnt-q-and elevations required by.him, and shown on plans for proper
Prune trees and shrubs.*
Work: Fertilized all pla ts and planted areas,
execution 0*f`sit�'construction, 4.01. Scope of n
Ftrees and shrubs'as shown bn.plans, lrrigation.
ic barriers and detours required ipmcni.,and labor necessary' to install al
Traffic: The Contractor is responsible for all temporary Iraff" Provide all material,equ
Insecticide spraying..,.
bv him forthe construction of the project All temporary tr0ic barriers and.deAours shall .Iineated in the specifications..
as reasonably-iinplied and is 0:
ities.
conform to all conditions required by the City or governing authon
7.02 Fertilizers:
-4.2. Prpducts-
r and 12-8-8 Gro-Power
Defective and Unauthorized Work: mme -Gro-Powe* Plm
1.05 'Plant names orm the'Standard Plant Names" A. Co rtial fertilizers with,an analysis of 544 No latufe indicated on the drawings corif C
A. -menc roved substitute as requir d b the
ign ed herein-,or app Y.
icultu Except nainds covered Controlled Release Nitrogen,as des -at
All work,which is determined by inspection to be defective irf its construction or deficient in any of established'by the American Joint Committee-on Hort re
ic soils
Agronom eport. Available from Gro Power(909).393-3744.
the requirements of the plans and-spcciticitions,shall be remedied or remo d rebl-aced by the -is followed:
ved,an therein'.the estAblishcd custom of the nursery
sulfur
C ctor at his own expense in' table to the Landscape Architect and.City,, a' B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen'and.24%
onir a manner accep typical for variety, nd species, sound,'healthy,
ill be metrical,
B. Condition - plants'sli, sym miner,with the State Department of Agriculture in
icultural
from pi-7nt disease,insect pests:,or their eggs,and shall have healthy,normal and shall be registered as,an agr
1.06 Inspections: vigorous,free n 11030 of th.d Agricultural Code.
well-filling,their container,buy,not to the Point of being root bound. Plants compliance with Article 2-"Fertilizdr Materials,"Sec.tio
root*systerns,
ge for inspections by and shall not be Pruned at-inytimiel,and in no case shall trees be topped.*
notifying the Landscape Architect, City
The Contractor shall arran- 7.03 Gene-al:
verning authorities,24 hours prior to time of inspection,unless-otherwise noted.-Inspections shall
C. recognized nur ery in accordance with good
90 Tre I 'irrigation'and planting,
be as listed below,but I not necessarily in this order. Only the inspection pertaining to the project es and shrubs be growing at a s Ily as§ociated with the Maintenance shall start iminediately after landscape
-horticulture'pra6ticcs and shall be of the size arid caliper norma
scope of work will a0ply:, and ties ftom all
container size specificd on plans. Removal of all tags,labels,nursery stakes Maintain all plants and planted,areas on a continuous basis as tlipy arie imtalled during the progress
Rough Grading.. plant material proh ibi f--A,until the appro V*al of the Landscape Architect or City. of the work;and continue to maintain them untit,final accdptanc�Aftotal project, Replace any dead
Drain Lines and Catch Basins. nsufficient' or dying plants as directed by the Landscape'Architectand City representative.
Irrigations(main line pressure,coverage&system operations test). All plant material delivered to the site showing�igns of damage or disease or is i
D.
Soil Preparation and Finish Grading. 1,e intent of the planting plan will not accepted and will be replaced at t7in all plants and
'in size to carry otit t A. irrigation: Operate irrigation system on an established program to maip
Plnt Material(delivery&ptacement). Con'tractoes expense: althy condition. Irrigation system run-off shall be kept to a minimum.
Substantial Completion Inspection(at completion of landscape-improvements)-7 Days. k(1-gallon,5-gallon,and 15- planted areas in a he ntinance and equipment and/or maintenance
E. Sizes of Plants- hitl be as stated on the Plan, Container stoc Damage to irrigation system resulting from Mai
Final Inspection(after maintenance period)-7 days. ve be-i lrown in containers for at least oric (1),year,bot not over two(2) personnel,shall be restored to its original condition at no cost to the City. Failure of any part
gallon)shall h, No repairs other than
The contractor shall arrange a Pre-construction job conference with th -Landscape Architect and City years. of the irrigation system shall be brought to the attention of the City.-
cmerg written permission fiom the City.
a minimum of seven(7)days prior to the beginning work. be permitted provide&the ency repairs shall be acc6mplished without
Substitutions StihsOutions for indicated plant material will and debris by cultivating areas at
ity,.and are made at no additional cost 'd Control: Keep all planted areas free of weeds
1.07 uar�nties: substitute.materi, approved in advance by the C B. ee
G to' theCity; Except f6rauthori7ed vari'tions,all substitute plant mat i dlOcalendaidays.
a crils shall-conform to intervals not to excee
A. Materials: All trees, shrubs,' ground cover; bedding plants an(f lawn. shall be tharcquiremelnfsoftliesespFecifications. ntrations, 'of weeds Manually of by an
The Contractor may-elect,to remove such eonce
guaranteed from date Of final acceptance of landscape 6onstruction for periods as follows:
erdmove'd from.site immediately and
G. Plants Not Approv Plants,not approved are--to b approved herbicide program.
e right to re ct
Trees 24"box&larger I year The City reserves th Je kitire lots of-plants- d as
ble plants. C. Pest*Control: Spray all plants and planted areas at begiru�ng of maintenance program an
replaced with suitzi I 'd samples. to.kccp all*plahts
Trees 15 gal.&smaller I year represented by 0cfedtc ecome necessary thereafter by an approved method of pest control,
Shrubs All sizes 120 days may b the Ci.ty prior"to
as per details immedi ately after'I ant ing to,prevent wind damage. and planted areas free of insects and disease, Method shall be reviewed by
H. Stake all trees, p
Ground Cover 120 days ntrol.
any applications, Pest Control.shall include Gopher Cp___
Bedding Plant 120 days
Plant trees that are to be located in lawn or ground cover areas aftcr finish grades we first
t start of.
Lawn,(sod) 120 days t least 7 calendar.days prior to installation of said lawns"or ground D, Pnming: Prune all-plants as designated and directe.d.by Landscape Architec%
established and allow
an rected or as may becom6'necessary
-planting in
Lawn(seed)- 120 days from first mowing &over to provide for flioro gh watefing.6f trees.. All holes shll be excavated maintenance program and cont. uc to prime ts asAi
u p
G ti-arantecs begin after the project ac6e by City and-at the end of the 180-day. defined on appropri"W,details. until the end of the maintenance program.
inintenance period. Landscape Contractor shall replace and plant all materials which have Edge ground cover to keep'in bounds, and trim top growth as
Remove trash weekly.
Soil Am'
w 4.03 endments:_ and motes;repair
died- i-thin the time span statedabove,at no cost,and wi5 days-from receiving written necessary to7achieve and overill even appearance. Exterminate gophers
not ice e Architect or City. If-dead material is not replaced and planted soil
Soil amendments shall be as rc�.ommended in the Agronomic s report -damage.
-material and-charge the
Nviihin the 5 day peFiod,'City may replace dead material with new
I andscape Contractor for all expenses incurTed. Trees'Stakes: PAkT8- ACCEPTANCE OF PROJECT
4.04
for further
B. Construction Materials: The contractor shall guarantee all-workmanship and mateirials'for all Tree §tAkes-shall be todge pole pine tree.stakes. See tree staking.detail on plans General:
8.01
site development,for a period of one year from date of final acceptance of project. information. is*
-period of a minimum of 180 days for all landscaped areas
Upon comoleti6n.of installation,a maintenance
cement date for the maintenance
1.0&_ Materilnd Labor Releases: required prior to final acceptan wo
PART 5-GROUND COVER AND,P,[-,DDfNG PLANTS ce of the. rk by the City. The Cominen
latio�by the City Public Works
as s of planting instal
perio&shall commence upon written approval for all ph e,
shment.
Upon completion of the work,the Contractor shall,present to the City,signed copies of all la 5.01 Scope of Work: to veri plant characteristics and establi
lnspcctor�,Maintenance period shall be-adequate
ls releases for all,w A. . - Z . .I��
mAteri, OM performed.under Site Development.
Provide all materials and equipment and perform all work necessary' for and incidental to installing nt period: The-first after all
A. Two inspections shall be made that affect the.establishme
1.09, Disposid and Clean-up: all ground cover and bedding plants,as-shown on plans,-as.reasonably implied,or delineated in the approve the beginning, of the'
Plahtings have been' I completely installed in order to are
specifications. establishment period,and.the second at.the end of the establishment period. If plantings
Remove all waste materials (including excavated'material classified As unacce table soil material),
P A dii' to aefectivernainterance,then continue
trash and debris generated or encountered during the course of landscape construction,and legally 5.02 Bedding Plants: not acceptable at the�end of the.180, aypdriod e -be approved.
establishment until-all work meets with the Sp�cifications and can
-dispose of it. D4ing the course of the work, remove surplus materials from the site and-leave
premises in a neat'and clean condition. Cleartup and remove"all remaining debris and surplus Pcrennialsji�&Annuals: Provide healthy container grown plants from a recogni7ed nursery,And of ive,healthy,undamaged,
B.* At termination of establishment period allplant material shall be I
n. Interior plantings c s ry
atcri;ils upon completion of work,leaving the premises neat and clean. The site shall be cleaned the species:arid varidty hown on plans. -festatio shalfbe replac'd and brought to a sati
arid free of in
neatly,rakdd and
:upon the request of the inspector. of work ill be-made. All areas shall be
condition before final acceptance
5.03- Ground Cover:
fre-cofweeds., C17Y
PART 2-EXECUTION DESCRIPTION OF REVISION DATE ApPRMED:�
Ground 'Cover: Provide gro�nnd cover.of the species shown on Plans.- Ground cover shiill be
4.2 Protection: established and well rooted in n atsorsimilar containers.
' U CAM 0 N ""'A
Keep all plant material delivered to site in a licalthy condition for planting. Plants shall not be 5.04 Mulch: D OF RANCHO C
allowed to dry out. Bare root stock shall be separated and heeled-in,in most earth or other suitable
material until planting. Balled and burl.appe d plan.ts'shall have root ball covered with moist sawdus� Mulch:.ShA be of compacted chip'fiber.
ood chips or other suitable material until planting. 5..05 Coordina t ion:
SPECIFICATION,
2.02 Instii1lation: D' not*have plants d,--Iivered to,the job,site until site conditions are ready for planting. If
0
n in f rm planting is delayed,kcep plant roots moist and place in'A sheltered location protected from
Detailed layout'of plants withi the plant' g'areas shall be per o ed by-Contractor and approved by ARCHIBALD AVE. , AND HILLSIDE - RD.
the.Landscipe Architect and City prior to planting. the sun,wind and othrr damaging elements.
B. Soil preparation and Fine grading shall be.completed-arid-trees and shrubs installed prior to
Soil excvated,kom planting holes shall'be amended to backfill-around trees and shrubs using'the
bedding plants and ground cover planting.ollmvin�,Inixturc:"
.06 Installation:
Nativc,'On-Sitc Soil with rock n 5
0 greater than,3 in d'iameter
Oro Power Plus,5-3-1 15 lbs/cy n'plans'
-Plant grgund Cover and,beddinZ plants in moist soil and space as indicatedo-
DATE
(To be used for biddin 'purposes only,vciif�with A nomic Soils Test.) nt ofsoil so as to minimize root disturbance.
9 -Each plant shall be planted v.,ith its proportionate amou
_9170
24953
Iron Sulfate CITY ENGINEER RCE.
2 lbs/cy -APPROVED .BY Soil moisture shall be such thnt soil does not crumble whe'ri:removing plants from container.Afler'bnckfilling, construct a 3" earthen berm to form watering basin around each to Allow
thorough wier-in and establishment. -smoo fini sh "grade and to insure proper-surface
Regrade planter areas after planting, to restore th DESIGN PLAN -PREPARED BY: RECOMMENDED
drainage. A 4" layer of*mid li material shall be spread over the entire planter area after grade is.
Prior to installation.of turf..a:nd ground cover,remove water basins from-around trees and shrubs. STAN SMITH ASSOCIATES
tely ct mulching. (Gtding'§hall accommodate the�
established. -Watering sli- 'SA
Bernis in tt -1 ill I egin immedi6
ii areas to be removed prior to City'acceptance.
-in-Ich) .23011 -,MOULTON - PKWY., SUITE J-1 2
u
DRAWN LAGUNA HILI-S, CA �92653 - SHEF_7�
-855-641,3
(949)'
SSA -OP
FAX:, (9 49) 830.-4465 8
CHECRED L& -3 DRAVANG NO.
NO IN
SSA 4' 6 -z�L I/�- L
DATE -05 FILE NO _4=
P ECT SHEET
N 0 OF