HomeMy WebLinkAbout1887-L DEVELOPER OWNER
S ON B G
U AL LANS
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3525 LOMITA BLVD. SUITE 200
NORTHWEST CORNER OE HILLSIDE ROA
I AND M AYBERI AVEN U E
TORRANCE, CA 90505
LANDSCAPEMAINTENANCE DISTRICT N0 . 1325=1330PH (310) / FAX (310)
...........
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY.
W 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
1wF.0JEGT SITE 1
Q 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD h
Q SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY 1 TITLE SHEET
DAMAGE INSURANCE AS REQUIRED BY LAW.
5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT
111LLSIDE p� Q i 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-2 IR11?IGATION PLAN
Ivy s• AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL
RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
WILSON AVE. 7 W L-3 IRRIGATION DETAILS
ALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
HAVE BEEN APPROVED BY THE CITY ENGINEER.
8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT �.-4 PLANTING PLAN
WIDE FLAT AREA AT THE TOE OF SLOPE.
z 9 UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT — PLANTING pETAILs
ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL L
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE
Q OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
L1_iYff� AVE GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL �.-6 IRRIGATION SPEG11=1GATIONS
REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
i
ZI ': 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L—'Y PLANTING SPEGIFIGATIOI<t5
i
11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS j
* BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS I
BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
i 13.
* MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
IVIS FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
................_................._._.-..----_-..._............. .._._._ _. .__.. _ .._.__.........._.—. ........3 PRIOR TO FINAL CONSTRUCTION.
14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
MAINTENANCE RESPONSIBILITY MAP PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS
» PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
s ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT CIVIL ENGINEERS
s PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
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Underground Service Alert M E _ wCML °ff°'�Y� D E S I G N AYERS & ASSOCIATES
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PLANNING • ENGINEERING1 • SURVEYING
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CAL two WORM C OM BEFORE You OIC
(805} 526-4374�I 805) 526-4731
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TOTAL S.F. OF NON TURF LANI7SGAPE AREAS: 1 ,0152 S.F.(PLANTING AREA GOBBLE STONE AREA)
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TOTALS.F. URF AREA: NON
S. DESCRIPTION OF REVISION DATE
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dary
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TOTAL S.F. HARPSGAPE AREA : 'T 30 S.F. CITY OF RANCHO CUCAMONGA
,
,
(COBBLE STONE AREA, EXCLUIPING TRAIL) O O
, isst
T
t TOTAL S F TRAIL AREA:
__ _ _ _ S.F. , ,6 -r � S.F. L. M . D . LANDSCAPE PLANS
^ _ _
tea, �.. �..:�- -- :.. - ' � _ **�'�'T
,., k FF.�T"G :l.I,J ,,.i::: r ...a,•_.,:.. .., ..'....'1.#,a`.Y.,.,a. 2,.F:-.R t.a'CX.�:"i.C.-:^.
335 U >
TITLE SHEET
. - TOTAL S.F. OF ALL AREAS : 3,4001 S.F.
TRACT NO. 16332 STONEBRIDGE DEVELOPMENT
I_.M.D. ARLEA (TRAIL, PLANTING AREA, 4 GOBBLE STONE AREA)
I APPROVED BY: r DATE:
i CITY ENGINEER RCE: 4953
TOTAL ACRES. O.OS ACRE
�! PLAN PREPARED BY: PRMSSIiOMAL ISD
I
ESI CN
TOTAL STREET TREES: (1) LAGERSTROMMIA INDICA 'NATCHEZ' ON HILLSIVE Rp. ' �� � � o� � , ASSOCIATE:
i+ � - II/ Ir�r�/ �� Landscape Architectsf
21
39 Tepo b Pom1a 9"151
TOTAL L.F. OF TRAIL FENCE: 540 L.F. ��
526 4731
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IRRIGATION NOTES
�.. - _..
'
�..._... N6EMENT P T OR THE INSTALLATION OF NEW WATER
- _ CONTRACTOR SHALL MAKE ARRA 5 APD Y ALL COSTS F I ALLA A A
PLAN), AS PROVIDF� ISY GGWD, K R�IJIRID AT ALL POINTS OF CONNECTION. TYE
5
WA METER (SIZE PER
_ ._
I.
NEW
..._...._...._._. . _..__....�... METER,
b
A
, I INCUPIN6 MOT- TAP AND SERVICE LINE CONTACT THE GUGAMONEvA 6013 TY WATER DISTRICT FOR COSTS APD INSTALLATION
,
V
� � o _.; �.o .�. o �. � � _ � •- s o • � -- o o ,..t(-�-r �...�..G�q�,._G� � .:::x -•- t..�-.�¢,-�+► ..�� �f��� PROGEDI�E -
'`` 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED 15Y A PRE55LPE RE6UATGR (IF
REQUIRED), FOLLOWED 15Y 15MK L W PREVENTION DEVICE, FOLLOWED dY A FLOW METER, FOLL VYED 15Y A MASTER VALVE.
(3
AL1 EQUIPMENT SIZED PER PIAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND 5PE6IFI6ATIONIS, MANUFACTUFZERS"
` RE6,61MNIEWATION6 AND L-06AL GORES. ACTUAL LOCATION OF THE EQUPMENT TO DE AS DIRECTED ON 51TE 15Y A
......................................... _ REPRESENTATIVE OF THE CITY.
................................:.............
--_` -a- --�..
YL3. 15AUVR-OW PREVENTION DEVICE SMALL DE INSTALLED WITHIN COAST 6UARDSHA6K 665-1 lff! LZ 5l)RE, AND SMALL M I
. • • r . . . . • . . . • . • • . • • . • • • • • • • • • l r INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SMRUas WHENEVER POSSIbIF.
• • • • • • • • • • • • • • • • • • • • • • • •__ _ • • • ' _ _ .:__ . • • . ' ' �< "�f'__ _ . _•__ ___ '.' __._ _...___............................... __ . THIS PES16N 15 DIA6RAMMATIC, ALL PIPN6, VALVES, ETC. . HOVVN WITHIN PAVED A�ZEAS ARE FOR DESIGN GLAdZIFIGATION
........... ................ .... ---- M__ _._ _
1
ONLY AND SMALL 15E INSTALLED IN PLANT .-INE AREAS WHENEVER P0551pLE AVOID ANY GONFI_IGTS bETYVEEN THE
,� 277 2" 5P'fRIN'V..ER SYSTEM, WALLS, STREET LK�I-tTS, 51DEWALIC, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES.
1/1- 3/� 3/47. I j 1/
5. CONTRACTOR SHALL. VERIFY ALL CONDITIONS APD DIMQJSIONS SHOWN ON PLANS AT THE SITE PRIOR r0
/�„ 1 1/�„ OF ANY WORK ALL DIS6REPAN6IES SHALL 155E REPORTED FNvOR DIRECTION &PIATELY TO THE CITY.
1 1/4 6. THE CONTRACTOR 5HA1L FAMILIARIZE HIMSELF/HERSELF F/HERSELP WITH ALL LWER6D ROL� U1ITIES, PIPES AND STRUCTURES, ANP
SHALL TACE SOLE RESPONSIPILITY FOR TTE REPAIR/REPLACEMENT, AT NO C057 TO THE CITY, FOR ANY DAMAGE OF SAID
F M
UVERORbUNI? FACILITIES.
GG 7. CONTRACTOR SHALL PLUSH AND ADLU5T ALL SPRINKLER Ff� AND VALVES FOR OPT"IMIN COVERAGE WITH MINIMAL
515 SQ- �. I J Q OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. m15 SMALL INCLUDE THE SaEGTION APD INSTAI1ATION OF A PRESSURE
HILL 5 I P E R O A P ,, GaM SATING NO= SCREEN (PGS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION.
I 13- IF TREES, ETC. ARE WITH THE SPRAY PATTERN OF THE SPRINKLER MEADS 50 AS TO PREVENT PROPER
COVERAGE, THE IRRIGATION CONTRACTOR SMALL FIELD ADJ-JST THE SPRINKLER !SYSTEM CY INSTALLING A QUARTER GURGLE
OR HALF CIRCLE SPRINKLER HEAD ON EACH WIDE OF THE 0155TRUCTION SO A5 TO PROVIDE PROPER COVERAGE. ALL
ADJUSTMENTS SMALL 15E MADE AT NO ADDITIONAL COST TO THE CITY.
9. INSTALL ONE (1) SPARE ORANGE WIRE A_" THE ENTIRE LENGTH OF THE MAINLINE r0 THE FARTHEST REMOTE
LECvENP CONTROL- VALVE (SGV) ON EACH MW,,'. PIGTAIL EACH ORANGE WIRE AT THEENGL�SLJRE. INSTALL TERMINAL STRIPS IN
ENCLOSURE FOR IRRIGATION WIRING.
s M O DFSGKIPT-ION MANILT: 10. IRRIGATION SYSTEM 15 15ASM LPON A MAXIMUM OF 3 INa-ES OF WATER PER WEEK (11JRF) APD 2 INCh'ES OF WATER
FTHM
ATION PER WEEK (6ROUNDCOVER/SHRU65) APPLIED FOR 5 HOLTR5 A NIGHT/5 DAYS A WEEK �EVVEEN THE Mou:f S OF 9:00 PM.
TO 500 AN. ONLY ONE VALVE PER SMALL OPERATE AT A TIME.
M 1 I" WATER METER (�Y <,�wD) FLO^ flE VICE: 15 q 5.1 1
G H Le S T H fl: 1 8 q 6. II. TME SYSTEM I5 DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EAGM POINT OF CONNECTION. THE
MAXIMUM DEMAND OF GALLONS PER MINUTE 15 AS SPECIFIED. THE IRRIGATION GONTRAGTOR SMALL VERIFY THE AVAILA15LE
r' immm-0IN PREvENTION UNIT IN r�15GO S25YA IN COAST 6L RPSMACK ENCLOSI�E MODEL #GG5—I F GU R B a BCR: 15 416.5 WATER PRESSLJRE AT THE SITE PRIOR TO THE START OF INSTALL ATM. ANY CHANGES SHALL M PROU9Mr TO THE
ENCLOSURE
ATTENTION OF THE CITY-
0 r, FLOW METER II )STRIA- DATA 220P 1=M—If5 12. AUTOMATIC CONTROLLER TO WE A CA-SENSE= ET2000- 5 - LR (LOCAL RADIO)-RR W/TPI, TPIIO AND LR DOME INSTALLM
P.C.C. INFORMATION WITHIN A STRONE;" (515) 245 /120 VOLT GONTR.OLLER/FIE6,TRIGAL ENCLOSURE. MOLNT THE ANTENNA PORT
r' MASTER VALVE 5JT RIOR 3100 N/O ELECTRIC DIAPIIRAC-N ELOPE VALVE 5 O U R G E: H U G O B O R J A (EPDXY-FILLID) ON TOP OF THE ENU11�L RE PER MANN FAGTLRER SPECIFICATIONS AND ATTACH COAXIAL GAT. PROVIDE A
TRANSIENT PROfELTION 150ARP WITHIN ENCLOSURE. SYSTEM SHALL ISE OPERATIONAL PRIOR TO THE GITYS ACCEPTANCE.
POTABLE/R E GL A I ME�: POTABLE ACTUAL LOCATION OF THE ENGL05UfRE r0 PE As D'IREGTED by A REPRESENTATIVE OF THE CITY.
S STATION AIIrOMATIG IRRIGATION GAL5EN5E ETZ000�—�—LR—RR W/YPI, TP110 AM LR DOME
A AVAILABLE PRESSURE RANGE: 072-58 PSI
IN ENCL0JRE IN STROt\Ky" (6f5) 2455/120 VOLT ENCLOSURE M THE CONTRACTOR SMALL SUPPLY THE CONIDUT NEEDED FOR THE CONDUCTORS AND SMALL M WSPON5I15LE FOR THE
METER SIZE: 1 POWER HOOK-JP FOR THE IRRIGATION CONTR011ER. ELECTRICAL CONDUCTORS AND METER TO DE PROVIDED 15Y SCE,
N 15ALL VALVE (LINE SIZE) IN VALVE " NIPC.O T�SO-70—" PEAK flE MANO: q GPM COORDINATED AND PAID FOR bY THE DEVFIOPER-
V ATE O B TA I N E V: MARCH '1, 2005 14. ALL SPRINIKLER HEADS SHALL DE SET PERPEPDIGIJLAR TO FNISH GRADE OF THE AREA TO M IRRIGATED WE-55
QUICK 6ROYI-IN& VALVE IN VALVE PDX RAMIRP 3 DNP OTHERWISE DESIGNATED ON THE PLANS.
P. ALL POP-UP TYPE SPRIPtC-M HEADS SMALL M INSTALLPP SO THAT THE TOP OF T E SPRINKLER HEAD 15 1/4" ABOVE
REMOTE CONTROL VALVE (SIZE PER PLAN) RAItJaIRD EF$—GP--PRS—D—RGV SERIES FINISHED GRADE.
IN VALVE PO7C
REFER TO IRRIGATION PETALS, SHEET 3.
PRESSLFIZED MAINLINE (SIZE PER PLAN)
APPROVED SCM 40 PVC PIPE REFER TO IRRIGATION SPECIFICATIONS,
CONTROLLER NOTE
LATERAL LINE (SIZE PER PLAN) SHEET 01APPROVP 5611 40 PVC, PIPE (1/2 "55 'N5) MODEL: CALSEN5E ET2000-5-LR-RR I04/TP 1 , TP 1 10 AND LR/RR
DOME
POWER:
INPUT REOUIREMENT:O 1 1 OVAL, 1 AMP
D��
57ATION OUTPUTS: 24VAC, 1 .5 AMP MAX.
PpEGIP ENCLO5uuRE: STRONG SOX 55-2455- 120/VOLT
Sym PE60RIPTION MAN)f=AGTLFF-R PSI epm RAPIUS RATE CMI)
q H F CONTRACTOR TO CONTACT A CITY REPRE5EN7ITIVE PRIOR TO
I$5 WORST &kSF- PRESSLEE LOSS 6A a ATION IN5TALLING CONTROLLER.
0 (2" POP--LPS�iRIJ� SPRAY W/ RAINbIRD ISIZ�M�-PRS~-Sit-�P(f-,010 � O.2 5'
PRESFRE Ca PENSArIN6 SCREEN WATER METER SIZE: I"
(�)V IT" POPS 5I" SPRAY W/ RAINbIRD Oi 5
323 WATER TANK ELEVATION (MID): 2054
PRESSE GONPEr�ArIN6 5�
STATIC PRE55L7 R ATIO(MO : HL 0 0 n) 5�6ALE: r�
(VA{ZLA�SL.E ARG NOZZLE) SoIJRl,E OF INFORMATION: MU60 C�ORJA A GG.WD.
PHONE NJMMR: (909) 1-157-2991
DATE OF INFORMATION: MARCH 10, 2005
WATER PRESSURE (MID): (2084-It�9�b.1o.4' 1.3
REMOTE CONTROL VALVE: STATION 2
MAX. DEMAND: 9 O.P.M.
VALVE KEY
ELEVATION OF Fir-4V-5r HEAD: "-I
qry. SIZE ITEM P.S.I. L09S
!SQ Fr Pjpm I r WATER ITE ER 12
I r M09`LoW DEVICE 12
I r raw HETES 22
I r MASTER VALVE 12. DESCRIPTION OF REVISION DATE °�
VALVE 1�fbER
I 1 1 " GALL Vm\f- 0.1
VALVE 517E Sd I I/4" MAIN-IPE OS
1 r RG.V. ABLY 3.5 CITY OF RANCHO CUCAMONGA
&5 12.5 14 LATERAL LINE °5
"
LATERAL LINE 0,4
71d %Z" LATERAL LINE 25
- MTTN65 (Im 24
° -
ELEVATION
L . M . D . LANDSCAPE PLANS
TOTAL 6(ST EM L055ES: U.5 PSI
PREF E TO OPERATE HEAD: V PSI IRRIGATION SHEET
rOrA- � TRACT NO. 16332 - STONEBRIDGE DEVELOPM NT
LOWEST STATIC PRES51JRE AVALA": n P51 APPROVED eY: 7 DATE:: v
RESIDUAL WATER PRE55URE: 15.2 CITY ENGINEER RCE: 24953
CITY REQLJI;2I=P RESIDUAL WATER PRE69JRE: 15•-70Zy�0 LAUR7 V, PLAN,PREPARED BY: PRoffSSONAl 11�ov >�En
,. ' Nct Ile 3s MN I t s 1 CN
A938CIATES
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DOWN / ) Landscape Architects I�
MNi 2109 Ta Pa Sura•213 L-2L-7
/ Sint'Va*y, If-93063 K
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MRP-07-2W3 08:45 rRCM:PRCHITEIW 90948426P2 T0:605 526 4731 P.003'008
COAST GUARD SNACK- BACKFLOW PREVENTER
TO SPRINKLER - ANGLE PIPE TO ENCLOSURE. MODEL /CGS-i ASSEMBLY
SPECIFIED DEPTH W TH 45• ELLS
�pF� r n SCH 40 PVC MALE ADAPTOR NIPPLE - TYPICAL
!�':^H : ^.APER9AIi Y R �� '_'14NVA1?^VE�N 5}1E�iR" SET � a II SCH 80 PVC UNION (4) PLACES
//��"SNAP--ITE" WATERPROOF r ---------- _ -
M :CF a ' BRASS OR PVC NIPPLE / CONNECTORS OR EQUAL
N z I / ELECTRIC CONTROL VALVE I ( 1
aPLASTIC VALVE BOX I NIPPLE
_ r Z MARKED "IRRIGATION\ RCV P� I ( 6- THICK X 12' WIDE
-_- SLI*BASE SOCKET OVER END z I / (CARSON OR EQUAL, I _ I CONCRETE PAD (LENGTH VARIES
I-I =1 =III III=III- _--
_ ETCHED WITH CONTROLLER REGULATOR
III-III-III- I-III-I or WIRES a c I I / AND VALVE SEQUENCE SEE LEGEND BRASS WYE
PER SIZE/IAMIUFACTVRER)
FOR MODEL NOI _ STRAINER WITH m 1 2x
a / SLOPL TO DRAIN AT MINIMUM
6 MIN; AND BRAND F W MESH
L SCREEN FINISH GRADE
FINISH GRADE
MMONE
-III-i III-
i STRIP WINRlS APROX.!/S"FROM UNION PVC SLEEVE
I- -) ENDO-TWIST TOblTHlR �� '�'-�; , REQUIRED FOR
MOISTURE
-III III-_ SIDEWALK ' PIPE THROUGH
PPLY R SI
(-
y SENSOR
ASEALETO OJTDE O1< z 1 � � •• � " CONCRETE PAIDP
-III SEAUNS i•LUO-PILL GAI�
VY WITH WHERE
-� i I I •• •• = NIPPLE TYPICAL
SlALlR REQUIRED _ FROM WATER SOU (2) PLACES
STEP 2 PIG TAIL EXPANSON Im_ SCH 40�T�
REQUIRED MALE
( c - LOOP (MIN. 24' _ONG) o I ' A` ,h= ID
ILLT�1T
PUT GRUMP SLEEVE OVER WIREE - - -
1 2 OW 1 BRASS ANGLE
lNPS-GRUMP SLEEVE VALVE W/UNION
AND GUT 0"EXCESS WRIE I r • 3/A" WASHED �� 17 -117 = T
CRUSHED AGGREGA'E I I r LINE TO SYSTEMS
PULL BAS!SOCKET OVER=ND 'aK z L
li _ o
A5 PAR AS POSSIBLE I Q' ELBOW
NRF E7: 9:° ETRBET _LL �kr yTREE E 11 }r40` o aq v I ;,-N 1 RIGID PIPE AIR) BERATED FITTINGS SHALL BE PER TYPICAL (4) PLACES
:.ATE? : E-ING
Y.V(:E% 9:, 11"RIFT Ey: STEP 3 ;_, �_�� SCH 80 PVC NIPPLE CUCAMONGA COUNTY
`SMALLLYVE FR 1M�CWD PRIOR
CONTRO_ d COMMON WIRES NOTES:
BON ??ESS RE ATERA: L E PUSH SlALINb PLJb INFO BASE 1 1. INSTALL PER LOCAL CODES.
n PUSH AIRES TO END OF BAS! 2. EQUIPMENT TO BRi INSTALLED ATA MINIMUM OF 24" FROM ANY
nN".I-�rA:6 7,L'!.. AS ?EQ::RE�
SOCKET TO WHEN HARD
ASSURE COMPLETE GRALIN&OP I 3 WHEN UNIT 6 NEXT O A STRUCTURE (IE. WALL. BUILDRN. ETC.)
T �• - f' .�:�+IiA:,ES� ^;RBS, 3:AESCn?'Na. iyMIST:"';, � MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE.
ky7r ?1R1,6,
` GONNlG�OR BRASS NIPPLE 4. ORIENT VNif PARALLE, TO STREET.
? 'NAi .4^- STLP 4 5. SCREEN UNR WITH SHRUBS wH4E1NEVER POSSIBLE.
' 4' RNe�49F,.. VALiT,.AE ?RESSUPE^TNPFNSAT'Nu SCM 40 PVC SXSXT TEE PRESSURE SUPPLY UNE
6. DftETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF
x"G A„` TILT y:A NO-ES: DISILMILAR METALS,
1 INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING.
P!N-TINE WIRE GONNlGTOR 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER
2 'NSTA__ VALVES N P-ANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. WHEN MAINLINE IS 3. OR LARGER.
3. P-ACE VALVE BOX AT RIGHT ANGLES TO STRUC'URES OR HARDSCAPING.
s B. IF REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON
ry 4. PACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. I INLET SIDE OF BACKFLOW LOOP.
0 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER CITY OF RANCHO CUCAMONGA, CALIFORNIA
CUCAMONGA, o CITY OF RANCHO CUCAMONGA, CALIFORNIA
I !VEDUCED PRESSURE :TANOAROmow
S i;ANDARE 'AN AMfovEO .• REMOTE CONTROL VALVE WITH STANDARD RAM ,�CKFLOW PREVENTER 517
HI-_OP SHRUB SPRAY �Zq SHUT-OFF VALVE & UNION 520 T� i M we wrN sr.reAr Sonne ww4T,v.PUSNC noR: coNs,.ueruN
Y ENq yI ,A CSF C-H S_JEM.SP= _f_CA"=CNS :LIR PUBLIC rN AS -CNS:RUL=:OK --- - - RGI[.�� SHEET 1 OF 1
��J' JIfL6. . Jf LL CI-- WEER USE WITH STANDARD SPECIFICATIONS FOR PJKC WORKS CONSTRVCTIaN
R.CL 24953 I SHEET t a 1
OH POP-UP SPRAY KRE CONNECTION G MASTER/REMOTE CONTROL VAL\/E BACKPLOY4 PfZEVENTION UNIT
i
HT11R-07-2W3 08:45 FROM:WCHITEIM 909494288 TD:685 526 4731 P.a82,WB
MPR-07-2003 08:46 FWr:rRCHITERRA 90948428W TO:805 526 4731 P.004,OW
- 0
WHI TE
BLUE
PLASTIC VALVE BOX 6 COVER. STRUCTURE OR
ETCHED"OC(CARSON OR&U}W HARDSGAPINS 9�. Y•_AR:�II"F
AT GRADE IN LAWN AREAS - - �- RED
3'ABOVE GRADE IN SHRUB V MI - - - d-�- F:1:S RADE BLACK CONNECTOR
AMIDGROVNDCOVERAREAS 1d•MAX IRRIGATION CONTROLLER EPDXY FRLED WATERPROOF
{-1 I I I=1 I El 11: 1011 FM/ISH OHIADE NSION
LIG TAIL OOP (MIN. A LONG)
" - - PLASTIC VALVE BOX (CARSON OR
i z _III1-III rrfii _1EQUAL) MATH PLASTIC INiEGRATED
IOCKRiG LID. PLACE AT GRADE W33ONPH]UICK / � >i EHI
V.N Tx •, ,� WATERPROOF ALL
COVPLRrG VALVE � �� - I t _ i TURF AREAS AND 3` ABOVE R4HARE CONNECTIONS
CLEAN BACKFILL - SEE �,M„_ ;?�A';N PLANT BED.
_ SPECSFOR MATERIAL. PIG TAIL EXPANSIONRU88ERCAP I-i 90% COMPACTION REQUIREDA 1= LOOP (MIN.24" LONG)
STAINLESS STEELNOTE:SCREW CLAMP
MINIMUM(3)PLACES i_ - NON-PRESSURE LATERAI ,INE: CONTRACTOR TO INSTALL a¢ a• WHM1E
i W4'WASHm � �� - SCH. 40 SNAKE PIPE IN SCOTCH LOK EPDXY FILLED '■ >< (COMMON)
CRUSHED 1 BENCH I IWC CONNECTORS FOR ALL FLOW
AGOWWEBASE m 1- I I III- SENSOR WIRE CONNECTIONS.
-II - PRESSURE SUPPLY UNE: INSTALL SCOTCH LOINS RE5 BLUE w
SCH. 40/CL. 315 SNAKE INSTALLING FLOW SENSOR.
IMMEDIATELY AMR
SCH 40 BRASS NIPPLE
24' •�'• •y- III-I ! I PIPE IN TRENCH I' RED
= �P�
40 BRASS NIPPLE• I-III I-1 I ad d
24•LONGI-I _ - BLACK MASTER CONTROL I- - CONTROL W'RES - BUNDLE w., •.Y VALVE
0
- (T -- - I-III I I AND TAPE AT 15' O.C. AND I -„ - '°A9 A� FLUw uETQR a rwSFf0 CRUSHED
l __I _ INSTALL AO�ACENT TO - Add °•'a.X
PRESSURE SUPPLY UNE •Y•� L SZE AS
SAME SA6TiREC.IN TD A
11-I _ I I I I-I I I I: ••1 SIZE AS FLOW
SCH 80 PVC W SCH 40 BRASS 901 ELL III-1 I I I -III-III=j 17 PROVIDE 6" MIN. OF SANG 1 OMMETFN SAME 512E Mt TER
SIZE AND M FLOW ME W
STREET ELL I -� 13" r'P ' [' AS FLOW METER SZF AND MASTER VUVE.OJLL
BEDDING AND SHAOOING i 1�a MWIMUM gSTANCE DOWNSTREAM OF
PRESSURE SUPPLY SCH 40 BRASS 901 �- 1`.E�. ^,_` ..i `-�e,A-; ,;.,.� "_ " J MINIMUM
D STA PIPE (SX DIAMETER
LINE(TI TING STREET ELL n �'
PRESSURE SUPPLY LINE A4 RESAR STAKE y�yI
s . ".,�. �� ♦' •-,iF. �N;. I t>F FLOWMETE SIZE)
R,e'LONO) 1 _ .SIN .. I '�IV.. IN MULTIPLE FLOW SENSOR / M
NOTE: F .: F}�,' •�` ` m •)
y�.� MINIMUM pS7ANCE UPSTREAM OF INSTALLATIONS MAXIMIZE THE DISTANCENOTE: 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. ^, r_.y:� '� . . .._ :�.':t.AC 6:ATI'= Oh:PJ'..: F W FROM THE TEE TO EACH FLOw SENSOR
UNINTERRUPTED PIPE (10X
1. PLACE AGGREGATE PRNJR TO MISTALLATION OF VALVE BOX. 2. PRESS,-RE SUPPLY LINE: 2 1/2" AND SMALLER 16' MIN. DEPTH �` I F" DIAMETER OF FLOW TFJt SIZE) TO MINIMIZE TURBULENCE.
3 AND LARGER 24" MIN DEPTH
OXY FILL.
2. MAXIMIZE DISTANCE BETWEEN ETWEEN FLOW SENSORqE CONNECTIONS WITH �AND MASTER VALVE.
a CITY OF RANCHO CUCAMONGA, CALIFORNIAI 1,
0 APPROVED ST STANDARD -L 14 .. S'AN�ARt '.,AK A
CITY OF RANCHO CUCAMONGA, CALIFORNIA W TYPICAL TRENCHING 532 ' ! _ �11 v, SAd ov. �l� CITY OF RANCHO CUCAMONGA, CALIFORNIA
TiANMRv P4.AN
W' QUICK COUPLING VALVE WiTHIN VALVE �A"OAAD�" ¢RCE E ESE" utt .nr- STANDARD sPEaFKAigNS r0R Puauc waRKs coNSTRucTIRN SHEET I CIF I 3 CA 7CF If-- STA-U �r'. IC' ICSS S F P:EC -MRF SAS"RCET'�A S E_ 1 , ~' METER INSTALLATION
BOX•FOR NON-TURF AREAS 535 ]7�FILOW
5j6
LTICmmDATE Um WrtN SrAralro xlcAMfwFgN!�oR ryMJC w01Mts cONSTRucigN SHEET,of, ('•LTE DMINLER ML 111M"ANDAM weeprATIOW FOR PUKE WOWS[OIrliNlic m S[ET I OF I
R.CE.
I QUICK COUPLING VALVE G TRENCHING BALL VALVE $ PLO^ METER �AN
Alt
O %AUR A_°
HRR-07-2003 00:46 FROM:PRCHITERRR 9094842832 TO;SM 526 4731 P.001, MR W? AlA'�No. 73
.
O
STRONG
SO-2�LD STAND ALONE CONTROLLER WITH ARENAIA
LR-DOMEANTENNA PORT
EPDXY FILLED LOCATED
OUTSIDE OF BOX
HARCSCAPING(SEE NOTE 4) NSTALIATIONILOCATION COAXIAL CABLE OF CAL'AE
ENCLOSURE TO YE GROUNDED PER PER CITY AND CALS@IBF
LOCAL CODE.GROUND ROD TO BE REPRESENTATIVE
.,., INSTALLED INSIDE ENCLOSURE.ON
CONTROLLER SEE. CAi SENSE L NO PER
MODEER PPLLAINNSS
I I M I I i•I-
I !I ASH TP iioDEEP vv
vIf"m L CALsENE WTALL E w
- 117-
Gom
a• r X 34'X B•CONCRETE CAL.8ENSE HgINE3S
i-1 I I I I-i 11 I MAIN �• FOOPWIVMSTALLAMR*AU�M T��i�
-III~ I-I I •:. .•• OF ABOVE GIDE AND SLOPE TERMINAL STRIPS TO M4TCN
I 'm �,: - P io TOP TOORAIN AT WNNMUIM OF 2%, Ll CONTROLLER Ste.
TCHIED RESET
CLEAN BACKFILL - SEE 3.� RGI ONNTIPVC OLWINESIN NM�EN�OR STFMPPeD. GILSENSETP.I
SPECS. FOR MATERIAL. NTSNMLLNOT/NTERRUPT TRANSIENT F1107ECTpNBOARD
I-II I I 9071 COMPACTION REQUIRED 120 VOLT WIRE IN ROD STEEL � POWER TO CONTROLLER.
_ �P NO OPEN ELECTRK'.AL WIRING ��
_III I TO POWER SIDE OF GABMIET. (TYPYY P SMALLMOUNT
BE N CONT}IOLLER ��
PROVIDE 6" MIN. OF SAND WATER TIGHT CONNECTIONS ON MOUNT AREA. If
I I I 1 1 ALL ELECTRICALCONNECT04 SMALL SE ENCLOSURE MOW
BEDDING AND SHAODING TCONNECTIONS
NT*W OUYDOOR TYPE-
ONS
CONNECTIONS. ��'�T/ RANCHO r i I I I III I I HEAVY DUTY WEATHER.RESISTANT '6' LR WME ANTENNA PORT EPDXY �AL CONTRO A PER WO PIWNTiB INSTRUCTIONS AND PER LOCK C I 1 1 OF C U CAM 0 N GA
PHOTO ELECTRIC i I I^I III- L04T CONTROL REOUINIE0 PER PLAINS
INSTALLATOCATED ION T ION NLOCAOUTSIDE
TION PEROF S PRIOR TO CONSTRUCTION.
COOEIL LOCATION TO BE APPROVED N FIELD BY THE CITY NN9Pf�►OR
SEE ELECTRICAL PLANS FOR ADDITIONAL Q. CITY AND CALSENSE REP. 2.CONTROL WI E SEQUENCE TO ODRRESPONO TO THE PJINS DESIGN
-I I ( = CONTROL WIRE SLEEVE - INFORMATION �; SEOUENCEOFRISMOTECONTNOLVALVEL
_ _ s SIZE PER PLAN INSTALL ELECTRIC METER PER SCE
-I i 1-1 I 1 I ADJACENT TO PRESSURE CAISENNSECONTROLLERMODEL No 3.�0►HO T��ICOLOR�gWNGq�F���N
-III SUPPLY -N E PER PLANS REFER TO CONTROLLER YAK AT THE ENCLOSURE.
INSTALLATION STANDARDS. 4.COMBNON WOW TO BE WHRTE AND CONTROL WIRE 70 BE RED OR RED
IN COLOR.
PRESSURE SUPPLY _INESECURITY LOW TIMER REO~ !. BPtJC�9NNAliNEMAOENETIAIQNCpNrtigLLEAANgnpAOTE L . M . D . LANDSCAPE PLANS
I _ SLEEVE - SIZE TWICE PER PAyS��T�� CON/ROLVALVES.
LR-DOMIE ANTENIIIIA PORT TO BE 00111RECTED TO DIGITAL TRUNK_
11 II I Ii 1-1I1 DIAMETER
IAMET R_OF PRESSURE PIANS FOR MORE INFORMATION vGROUNDROD R pyARD OPEMNETpnEpTY CIENTWOOPVTER
_l ALLSITIIIIIDA TAINS IRRIGAIT0N DETAILS
�1 I 6" PrP. GRADE 120 vQIT WAgE IN RIGID TALL G.ECTRICx DPVICEd SNwl BE GROUNDED PER LOCAL CODE.
NON-PRESSURE LATERAL : ~ •= ''E"
UNE SLEEVE - S,ZE TWICE TRACT NO. 16332 - STONEBRIDGE DEVELOPMENT
�
NOT=S'. 0 AMETER OF NON-PRESSURE
LATERAL LINE 2'SCH.4000 CONDUIT AL: SLEEVES "0 BE SCH 4Q PVC.
2. EXTENC ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. q LIGHTW� APPRMD BY: DATE: 4 Lo O
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3 SEEELFCTRIWtPtANS P'VCCONDUITFORCONTROL D FORMOREIIPONMMITION, VALVE WIRING `j1i,/�/�y 8400M MM
200
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO C TY
1
STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW
BY:
STRUCTURAL sECTIQN). _--_ � CITY OF RANCHO CUCAMONGA, CALIFORNIA � CITY OF RANCHO CUCAMONGA, CAIJFORNUI �
CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD I:AN/PRovEDBY: N7ANOYMDPLAN , E = 1 C N
APPROVED RT STANDARD P:_AN - CONTROLLER ENCLOSURE CONTROLLER ASSEMBLY W
° TYPICAL SLEEVING I x _ -TYPE A 522 _ INSTALLATION -TYPE A 524 AiiNC1ATEi
" 7
533 iTY ENGINEER DA UE WRN STA,WM SPECIFICATION{000 PUEK:WDAKM C"TTWCTCN 9F1lET i OF I _ DATE VIA+RAN STANO/4e l�ORwTIONe POR PU"101111101110001111111111,10111111 SWIST H OF I Landscape Architects S�f
NEER R•G•E',,, -• 213 Ts
tE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHfET � PP Strew SuYe 213
2 RC[ A
IS-10-fey.Oh/omlR 93063 ��
� PIFEIKRE SLEEVE E IRRIGATION CONTROLLER ANP ENCLOSURE 371 ■(205)526-•T3}
4
�• 1887- L
FEW= sir. No W
I
z
O _..__
O O O - __... \� -_ _......__.. :::.:::::..... .... '- r LAN I M NOTES
_
... t •�I P_ _ �
n...
4
. ♦!/[/IV I IVY/ I
__ _ _..._. P It I N R - -
SHALL SP F -
-E C-OWITIONS
_ ................_...;. ALL �E RE ON51�LE OR REMOVING AND RE INSTALLING IRfZ16ATI0N EQU PME , AND REPLANTING AREAS WTIGH ARE NOT INSTALLED PER PLAN AND SPEGI IG TION
IGH INSTALLATION PER PLANS AND SPF..LIFIGATIONS TOR
PILASTER _ .__ _ _ ._
I. CONTRACTOR 51 CALL FaLoN THE DET IL APP SPED GATIONlS FOR PRE TI , PLANT PIT .
_ ._.:____ REQU RFJv1ENT STAKING AND pAGKFILL
_.. _ RF1,�lJIRE1NENT
._ T STEEL F G N G A S IFI SOIL PARA ON I S S
Q U E S T R I, ,. R A L O T _ 3. CONTRACTOR SHALL FAMILIARIZE HIM5FIF/I'ERSELP WITH All uPDERGROt�ND UTILITIES, PIPES, STRUGTUZES, ETC. AND SHALL TAKE SOLE RE5PON51 ILITY FOR
B't' OTHERS �u S-M!- TRAIL i3 THE
A ... ............. ..... -..-.-.....__- ...._
.. t INN
........._.........n....-.. ... x ....-. ..
_ i µ RFPAI AT NO G05T TO Tl-1E CITY, ANY DAMAGE OF SAID UPPERGOI�tD FACILITIES.
P� NO _ _ _ _ _ _
J
_. _......, .._.. .... _..._....... ...... ... _._.., .... .. ..... ... .... ._. .. --. ....,.......... ..., .._ _...... _.. ....... ... ...
N
_ _. _ HAVE INC ALL IL ALL OPERATIONS TION WITH THE TION OF SPRI STEM INAL GRADES
�.v VE bEl=sl STA�L1511F�, PLANTING ARFJ15 HAVE BEEN PROPERLY GRADED AND IPRFPARED A5 SPECIFIED, AND THE WORK HAVE
13YTHE �� F
s s x�� st ■ _..x. s ;M -. _ �-�-.�-s�-...aF---G��«-C�'�..L-x ,:
.'f 5. ALL PLANT MATERIALS SHALL bE APPROVED FOR QUALITY DY THE CITY APP L*VS(APE ARC4'LITECT PRIOR TO IN5TAL.LATION. FINAL LOCATION OF ALL PLANT
CONC. W T R BAR ; MATERIAL SHALL aE SUBJECT TO APPROVAL by A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION.
GONG. NATER R, — E RIAN T,R 1L� VG� NGE PER
!r5 P R A I N P I P b. CONTRACTOR Is RESPONSIBLE FOR ALL REPAIRS AW/OR OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT of WORK, THAT 15 A DIRECT
`O- / ION OR HIS RAGTOR REPL T I
—.. -s' _�—«-....�_ ,��,�* � � -,ems-.--
.'� `�_ �.- • "T"� "� - �: ��_ � '�••"� �" �> J �-�'`� -J � =� - � � � �1�� "•`�'�_ � .. �H�ERTYVI� APPRO F���Tt-�ST� / S�--CONT AGFJvIEN ITEMS SHALL bE EXACT DI�LIG TE OF ORIGINAL WORK OR PLANTS, LA�F
o 0 0 o p �__ o 0 0 0 o tom_ o o_ ,, o
�f> - .
AND 5 A
I 7. NT-ITIE-55 SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL
� QUA QUANTrTIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED by THE
INDICATED PLANT SPADING REQUIRED.
... ................ __...
S. WHENEVER SHRUB GROL�PCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUDLIG LANP�56APE AREAS ARE ADJACENT TO PRIVATE 5
/ TE LAND-+GAPE A
AREA CONCRETE
Lir HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON.
LiN
100,
0000, 1000,
9. aEAN-UP SHALL TAKE PLACE ON A DAILY 15ASIS UNLESS OTHERWISE APPROVED by THE CITY.
10. THE FOLLOWING SOIL ANfMMENTS SHALL GSE FOR BID RJRP05ES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL M ¢ASM ON SOIL TEST
RIP RI REGOMNfENDATIONS (SEE SPEGIFIGATIDNS). ROTOTIL THE REQUIRED SOIL AMENDMENTS oV INTO TTE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT.
� IO IO
IQ I (o A GY. NITROGEN STABILIZED SAWDUST
CURB ANP GUTTER BY ENGINEER 12° 1i 6 �OWER PLUS
LI II. LANPSCAPE AREAS SHALL RECEIVE 4" OF CITRUS WOOD GRIP MUCH UNDER ALL TREES AND SHRL�S, AND ft-ENP INTO EDGES AT GROUJDGOVER AREAS, PURSUANT TO
H I L L S I V E R O A V CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ADGOMMODATE THE MU-6-H. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE GITYS APPROVAL
PRIOR TO PURrHASE AND PLACEMENT. 9 tREPPEP MILLH IS AVAILABLE FROM:
EARTH WORKS
PLANTING LE67ENP NORGO, GA
-- -- -- - _ (909) 335-3321
STREET TREE
SYM150L JWTAN I GAL NAME COMMON NAME SA Y eIM,
EFER TO SHEET S
FOR PVC FENCE ANIS GOBBLE STONE DETAILS.
0 LI LAC�ERSTROEMIA INDICA 'NATO IEZ' GRAPE MYRTLE MYf5RID U" SOX 7 Zd O.G.
EFER TO PLANTING DETAILS, SHEET S .
SHRUB
S OL 150TANICAL NAME COMMON NAME SIZE SPA INCAFER TO PLANTING SPECIFICATIONS, SHEET '7
(1) RIf5 RAPHla-EPIS INDICA '15ALLERINA' INDIA MAWT VRN 5 COAL. 30 3' O.G.
0 LD11V LANTANA 'DWARF Wt11TE" DWARF Wfi11TE LANTANA 5 COAL. 26 4' O.G.
0 0
PLANT SPACING TAKES PRBER QUANTITY SHOYVN.
- GO� STONE PER DETAIL 542, CASE—I
NOTE: LANDSCAPE AREAS SHALL RECEIVE 4" OF CITRUS WOOF CI'IIP Ml-CH UNDER ALL TREES AND SMRUg�5.
THERE ARE NO STREET 1. VERTICAL GRADE: The - 'lowing grades shall be observed:
LIGHTS OR FIRE HYPR10%
ANT5 1optlrr►um
0R maximum for distances over 500 feet.
IN THIS PROJECT. 15% maximum for distances limited to 500 feet or less.
20% maximum permitted only in extreme cases and for short
distances under 100 feet, and only in cases where no vehicle
access is to be expected.
2. CROSS SECTION: 2-4% optimum, 6% maximum In approved location only.
3. DRAINAGE: Where trail gradient exceeds 4X water bars, splash curbs or other
diversionary devices may be required. Location of drainage devices to be reviewed
T Y F 1 G A L. LANPSCAFF. F (N . T . S . ) and approved by the Trolls Advisory Committee. Decomposed granite stabilizer
C✓I IRU1� ��� shell be used. Stabilizer shall be from Gail Materials, Inc. or approved equal.
- - 4. SIDE SLOPE CUTS and FILL 2:1 maximum; 2% maximum between curb and trail.
SHRU�
� ,�y5:1 max. turf do 3:1 max. shrubs/ground cover behind trail. Occasional slope
° 1 R S` W>�� variations will be considered on a case by case basis and will require approval
by the City Engineer.
0 \0 o SHZLt) qTY.
0 0 1 0 5. SURFACING: Trail surface shall be stabilized decomposed granite with 4 inch minimum
0 O base. Remove rocks and debris and grade surface smooth. Stabilized d.g. is available
0 0 0 0 from Gail Materials (909) 279-1095 or approved equivalent. Stabilizer organic binder
0 shall 5e incorporated with granite fines by the use of a pug mill to insure proper ratio
p O � of stabilizer to granite fines. For each 2 lift, evenly spread the material over the area,
g9rade and smooth. Thoroughly water entire area to ensure that the entire depth is moist.
0 0 Roll the area with 1000-3000 lbs_ of weight. Prior to use allow the finished surface
Q 0 0 sufficient time to dry. On the side to which the water drains, build up the compacted !SCALE: 1"' = W-6e"
0 O� STREET TREE TREE SYW)69 - d.g, to a finished surface of 1/4"-1/2" above concrete curb, allowing the water to
CIO°
� drain over concrete curb into adjacent planting area.
0 0 ° ° � `�Y "�/�� 6. CLEARANCE: All trees shall maintain a 10 foot minimum clearance. Adequate sight
0 0 Go Z�l distance to be maintained at all intersections and drive approaches. Fence line shall
end 10 feet bock of the B.C.R. or E.C.R. in 20 foot easements. In smaller easements,
0 0 0 Qdetermination should be made case by case. Fence line shall and 5 feet back from
° p 0 p TREE EE roI4 the top of the "X" at drive approaches. Adequate access to utilties should be maintained.
00 ° GO1�tt�1UNITY TRAIL Fence line shall end 2 feet to either side of fire hydrant and 1 foot to either side of
0 0 any street light or utility pole.
O STP. 1 002-8 7. FLOOD and DRAINAGE CHANNEL CROSSING: Where trail must cross existing or
proposed drainage channels, the continuity of the trail shall be maintains by the
0 ° ® 0 O construction of an appropriate crossing such as bridges, romp ways, culvert etc. Wood
° O O or transverse of
broom" finish concrete shall be used to prevent slipping (no metol
0 0 0 surfaces permitted). Natural streambed crossings should be left as natural as possible. a"o O DESCRIPTION OF REVISION DATE �
8. TRAIL ENTRANCE: Trail entrances shall be designed to provide for equestrian,
0 pedestrian/hiking use and shall discourage motor vehicle and motorcycle access, except
° PVC FENCE PER PVC FENCE PER Local Feeder Trails shall provide one or more means of unobstructed vehicular access CITY OF RANCHO CUCAMONGA
for service vehicles. Access locations subject to approval by the Trails Advisory
57I7, 10 1 O-A STP. 10 1 O-A Committee. Refer to standard drawings for barriers and signs. Where there is no
barrier, the trail should be posted.
a� 10. CONCRETE APRONS: For drive approaches at trail entrances or at drainage crossings,
° concrete aprons shall be o transverse "medium broom" finish. L. M D . LANDSCAPE PLANS
a0
GOBBLE ° � 11. CONCRETE HEADER: Shall be 6 inch concrete header between the asphalt service road
° and the equestrian trail surface. Asphalt must have adequate structural section if built
STONE o by the developer. PLANTING PLAN
$ 12. SPECIAL NOTES: Most Regional Trails follow existing or planned flood control facilities
o constructed by the San Bernardino County Flood Control District and Army Corps of TRACT NO. 16332 — STO N E B R I DG E DEVELOPMENT
° ° Engineers. Therefore, any construction within their rights-of-way requires review and
80 approval by those agencies and is subject to their standards and policies. AWROVM { j / // / //
6" GONG. 13. Landscape areas which would be otherwise drain to trail shall be required to �' i' V�/`/��� �(/!/L.P�X RCE: 8 C
DATE: 4
o o 0 ° j° - ° collect/dispose of water through area drains. CiiY ENGINEER
HILLSIflE o &IQ Qf °J° MOY�IGURB a0 SLOPE PER OTHERS ,AND�,p,_
0 008 Q io LAURE'I tip PLAN,
PREPARED BY: PFMf[S8MNAL I ►
ROA17 o °� - 2% ° �° CITY OF RANCHO CUCAMONGA, CALIFORNIA �ry��� No. 43731 �ll0 E 8 16 N
° ° Q
°°° ° ° ) BY' I STANDARD PLAN ' ___ 1 0 MN 14 �aOC�ATES
TRAIL NOTES f -
�r. Landscape Architects �I
SHRUB GOBBLE EQUESTRIAN TRAIL PER
1001 ?i MN 2139T. Qp�5U P a,3 L-4 L-7
� � Bey,Qh/pma 93063
(NEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S �' 74 Tar Geos;526 4731
STONE TRAIL NOTES, 1 00 1 SHEET I OF 1 l' IYol. Cif D - f x'13 p gyp,
l - -- OF CxoF _ - � No 18 8 7 - L
MN WE (s 1 L" F ME ND
MINIM off. W-01111'
Hqr-Ur-2M®;97 ill0•t:/NlCNIIENNH 9090tN"692 TO:m5 Sa 9731 P.M'r'i )
y
� ARIA NM P� STORM DE�,IN GROUND
\•".� �] ,.. HCR
. .AA
I
s" OF COMPACTED TlF000 GNP
J wwDWAPMc (CONCRETE NiAD�. nit sots LAM
. CURB t GUTTER, SIDEWALK. ETC.)
i
'RAL -
AAA t2" `. TIONTLT COMPACTED r DERM TO FORM g CURE AA TTFn 1:
OVRESSED WATERING W". 1
WO rRICIOTSPILL TO `� 1' YI000 CHIP MULCH.
ADM
. Z FINISH GRADE v
tl I I I I— 1 I I — — — — SIDEWALK d
A I AFPRH Ljp
P1.111J1-IN6 AREA PLAIN MYSHOVELcuT EDGE NATIVE
144v�
ROOT WILL I I
1/r Rl�JS ON — — — R
�/�� /� — I = — PLANT PR TO TIMES THE TR'C�JRE eq.
WRMUZ5 aL-Y I —I WIDTH Of THE ROOT MCL_ M VAULT.
NOTES:
Ar
I. PRIOR To PURCHAsE/PLACEWNT OF THE MCILCK TPR[ CONTRACTOR DOLL I
4 Db. W ST*UZM SUBMIT A SAMPLE TO 114E INSWCTOR FOR APPROVK —
/ 2. MULCH AROUND TREES AND SHRUBS AS OMlECTEO ON THE PLANS AND BLEND —I I Iy I�I—� I I I — —I I TRE+ESPACING
ISHAL,LQ COIPFORM TO PIJ+NS APPROVED BY THE CITY ENGINEER
INTO EDGES AT GROUND COVER AREAS. NATTVE SACWTIL WITH NO 1 li( "'F ft' SAJ J RVG B p TEC�T-TO LINE.".SIGHT
3. MOISTEN MULCH AfTER INSTALLATION TO ADS15T M COMPACTION. ROCKS GREATER THAN r I. lA PRO D �Y 1C ENGINEER.
III I III-I
COWACTM St Ave It�TURWO NATE SOIL 3 �T S O IA L25 FROF1BC� � E RSECTIONs Plac>? Iat
•. PLACE NO MULCH OVER THE ROOTEALL OF A MOODY PI/WT OR ALLOW R T � g p� ppm
I- I—III— REw►nv THERE. ['�ITI �ON MAIt,LA 9RR CENTER°OF E TG R>2 OTILITY
-I III • 0' WDAR fir. W/ 1.NTANGLE MATTED ROOTS NY LOOSENING ALL 0001 AT EDGE 5. TREES SHALL `NOT BE LOCATED ON PROPERTY LINES.
-I I IT I I- I-III OF ROOT DALL 00 NOT CRACK ROOT WL. k:111VE1
OBJECT TO INSPECTION AMD ACCEPTANCE BY THE
GOPI(i. ?.5104P�' ® ?� PAYS. �R N�I�S IDE.
—I � v I T
III R BE PLANTED A!ID STAKED ACCORDING TO THE CITY
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA. C ORNIA
I— I CITY OF RANCHO CUCAMONGA, CALIFORNIA sTarIDARD PLAN
tTA1rIMR H.AMMULCH INSTALLATION TREE PLACEMENT 1�AA509 4'_
Dr-� jTANtMRD►uw 5�1
«TT C1GiWt SS UK MM nom»RPtWWAT10,0 NO PIMIX coolwic ON CONTAINER PLANTING
A . . �� DIQt t l UTE CSE CTA ST>IFDA2C S?1r IFiCA'TOFS F03?C3L:C IOFB COA�T3l"CT"ON $l1EET I or 1
SECTION A–A 506
- -. CR TE UK WON VAMOAIM tI%tWIr_ATKMR TOR PUKC WORK!CON11RIt IM tMlfT 1�1
1953
H CONCRETE ^ASTER BAER BARK MULCH G SHRUB PLANTING TREE PLA Co NG
MFTR47-21183 98:41'FRRI:FAC4TT9 Mi9I99B92E!! TO:MS Sib 9731 P.MC-BEs
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CONCRETE HEADER - 1/2• RADIUS 21' 016E 2 {LOCAT I5p fib R HALF OF Si'IICNrIG U l I
EXPOSED EDGES AND FINISH PER PLAN 016E
1" IN LAWN INSTALL AT GRADE LEVEL AT SWALE S']Ei13lT xl 0�1857UIE LIMIT OF PLANTER AREA
Z IN PLAN I ULD ROSSINGS)
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6. � IrBRAC oma
EE NOTE fiN1514 GRADE �
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!III 111 Il IlI I 1UNINUS F
LESS OTHERWISE
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calresr1� 5e 3
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NOTE: ALL,SHRUBS AND GROUND DOVER TO W PLAMED AT EOUML - -
SPACING (TRIANGVI.AR) UNLESS OTHERWISE INDICATED ON _
3'0.14'N.li !. ^•- PLANS: SEE LEGEND FOR SPACING REOUIREWDM.
DIRT2. rrFRERlE PLANTED ADAACEMT To 1MRLLS. TRRLm CURLS OR
NOTES: SI01®Ci SW" SIMILAR LIMITATIONS. ALL SHRUBS AND GROUND COVER
NOTES: ME W N=_CT.I SHALL IE PLANTED AT ONE-HALF THE DESIGNATED SPACING L Lrm 1RT.r t CNN ID
1. PROVIDE SCORE JOINTS AT 10'-C' O.C. AND 3/8• EXPANSION ' _ -•°��''-E: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
JOINTS AT 20'-C' O.C. ( .•.• ' •_ P - - �6RIFJ1g!TNAV l•7Id.
11 3- IIEQUIREMENTS SHALL COvERN FRNRI GLIANIM
2. 6" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND Fe 21 L PL A MATERIALS. ONLY.
QIJANTRIEs ICATED ON -
GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND LCCEND ARE ESTIMATES ONLT.
PRNATELY-MAINTMNED AREAS. � r' :• 11lTi7E SOTL WD:STJMED
3. CONCRETE TO BE 520-C-2500 MtN. S_ "1 s �. J;;� P J , .. SPECIFIED M A NG 14LNN PAIWWAY 714 �� O
j� x• SPECIFIED Agpy� THE SPACING PARALLEL TO L SIPACING AS '111:06 Rxl'I&iL NM'N I
L �" .- . i1. SL7P, a. _tiiiVT� A 2� L� []!�II1F Ic 3.0.1. SbEWALK. AFTER J ROYAL OF CITY INSPECTOR.
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CITY OF RANCHO CUCAMONGA, CALIFORNIA cilly of Fmcho CUCAMU CALikURNiA CITY OF RANCHO CUCAMONGA, CALIFORNIA
o ANROVED BY CONCRETE HEADER STANDARD PLANs FM iiP.OevcD W. sruRrAR�HAIL CUCAMONGA,CITY OF RANCHO CALIFORNIA
rM IX PLM
BRTRU01,1E
S 542 SHRUB AND GROUND COVER ?RUIM BY:
DoaME STAKED TREE
14 L,A/7k fflf 534 SPACING 508
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sA WK,RIM,IM».RR warrAflws me PAM wawa commen" 5 GAL — 24" BOX 502
�.�,�. LET:�1 CITY ENG1,[[R stlTT 1 I t
IqC,Nt,l STANDARD sPECKRAT�O,Ni TORI PyR1C„ORNi CONITRUCTIO,IP.:.E.
CITr N*ER i TC RL[. :� DATE .o _ ::c .. .:.OS
R.C.E. 21953 IIIEET 101`1
CONCRETE MOYVGURB GOBBLE STONE GROUNi7G0ER $ TREE PLANTING
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3 DMKIPTION OF REVISION DATE
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L. M . D . LANDSCAPE PLANS
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POSTS LOCATED AT CIWICES Or OREC11011 OR Br
2. nDOM LDS,, TRACT NO. 16332 — STONEBRIDGE DEVELOPMENT
1 ALL MOIERS 9111 INE PVC FENCE Ll,URE O
Oil APPROVED ALTERNATnE ESTATE FL710EP` r 7Li y '
a 1Rwls ON CIINIon Kww 9�ECRt OEM Ma sal APPROVED 91: DATE: Ac•�
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CITY OF RANCHO CUCAMONGA, CALIFORNIA PREP RM eY: PMrFSMAL I�ppMyR�p
4 APPROVED ft COMMUNITY TRAIL:
PVC 2–RAIL FENCE 1010—A �, _ M A E ! 1 N
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5PQINKLER IRRIGATION 51EUFIGATICisS
O.Sleevirg: 5.06 FIELD QUALITY GON"'tOL
PART 1 -"NERAL PROJIl TKACT s 1 6552-STONEBR1DG!DEV!LOPMENT
1.Sleeving under hordscepe or paved areas for mainline,lateral lines or control wiring shall be Schedule 40 P.V.G.or approved equal. A.Adjustment of the System:
1.0 1 DESCRIPTION LOCATION: NORTHWEST GORNEIt OF HILLSIDi:RD.AND MA'"BEQRY AVE.
P.Vandal Resistant Controller Enclosure: 1.The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent oversproy onto walks,roadways,and
A.scope of Work: Provide all labor materials ter ortetionand services necess g y buildings as much as possible.
seep , cry to furnish and Install the Irrl anon System as shown on the SI&NED:
Drawings and described here'n. 1.Controller enclosure shall be of size and type shown on the Irrigation Drswings and irelgation Detail sheet.
ADDRESSED: 2.If it is determined that ad justrments in the irrigatior equipment will provide proper and more adequate coverage.the Contractor shall make .
B.standards: All work seal Freteelals shall comply with governing codes,safety orders,standards,and regulations,and deet the mlmlmurn requirements 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and such sd justmehts prior to planting. Adjustments may also include chenges in nozzle sizes and degrees of arc as required.
of the Stande-d Specifications For Public W orke Construction(Greer Book)latest edition. PHONE: DATE OF ACCEPTANCE: terminal strip.
1.02 QUALITY ASSURANCE 1 REQUIREMENTS5.Lowering raised sprinkler heads by the Contractor shell be accomplished within ten(1 O)days after notification by thecable.e Glt.y.
PART 2-PRODUGTs S.A 1 1 1 volt duplex box shall be provided with en On/Off switch,and a 1 11 volt receptacle. Metal conduit shell run from the 1 11 volt supply
A.Permits And Fees: The Gontrsctor shawl obtain and pay for any and all permits and all observstlons as required. 2.01 MATERIALS
to the controller housing. All power within the housing shall be properly phased. 4.All Sprinkler heads shall be sat perpendicular to finished grades unless otherwise designated on the Drawings.
4.A terminal strip shall be provided,clearly Indlasting the proper points of connection of so appropriate wiring(station valves,master veNe, S.Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that each latera'operates at design pressure.
B.Morufscturer's Directions. Manufacturer's directions end detailed drawings shall be followed In all cases where the mamufeeturers of articles A.General: Use only new materials of brands and types noted on drawings, specified hereln,or approved equals. commom,central control).
used In this Gontrsct furnler directions cover'ng points not shown im the Drawings and 5peciflcatIons. S.PVC,Pressure Main Line Pipe and Fittings: D.Testing of Irrigation System:
G.OrdinArces and Regulations: All local,municipal and state laws,end rules and reguiatlone governing or rN1.Pressure male Ifne piping for sizes 2'
ating to any portion of this work are and larger shall be PVC Glass 5 1 S. Q.Mlacellemeous Irrigation Equipment: 1.The Contractor shat'red,uest the presence of the G1ty of Reecho Cucamonga in writing at least 46 hours In advance Of testing.
hereby Incorporated Into and made a part of these Specifications,and their provelon5 shall be carried out by the Gontrsctor. Anything contalnedin 1.Refer to the Irrigation Plans for sizes and t of miseellereous lirri anon equipment. 2.Test all pressure lines under hydrostatic pressure of 1 S0 pounds e,square inch and prove waterti t.
these Speclficatlons shat'not be corst,ued to conflict with any of the above rules regulations,or requirements of the same.However,when these g g P y P P Ml pr 9h
2.Glass 5 1 S pipe anal be made from an NSF approved Type 1,&arde 1,PVC compound conforming to ASTM resin specification D 1 154. All
Spec,iflcatto,s and Drawings call for or descelbe materials,workmershio,oe construction of a better quality,higher stardard,or Is-ger size then Is pope must meet requirements as set forth In Federal Specification PS-22-10,with an appropriate aterderd dimension(S.D.K.)(Solvent-weld 2.All miscellaneous Irrigation equipment shall be as specified or proved equal. Nota:Tostln of pressure main lines shall occur prior to installation of the electric control valves.
9tin AP 9
required by the above rules and regulations,the provisions of these Specifications end Drawings shall take precedence.- Pipe).
D.Explanation of Drawings: PART 5-! IO
XEGUTN E.All piping under paved arses shall ba tested under hydrostatic pressure of 1 SO pounds par square Inch and proven wetertight prior to
S.Pressure male line piping for sizes 1-1/2"and smaller shall be PVC Schedule 40 with solvent welded joints. paving.
1.Due to the Scale of the Drawings.R h not possible to Indicate ell offsets,fitting,sleeves,etc.,which may be requined. The Gontrsctor shall F 5.0 1 OD SERVATION OF SiTE CONDITIONS
A.Schedule 40 pipe shall be made from NS approved Type 1,&rads 1 PVG compound conforming to ASTM realm specification V 1165. All 4.Sustain pressure in limes for not less than six(6)hours. If leaks develop,replace jolnts and repeat test until entire system is proven
carefully investigate the structural And finished c.orditions affecting All of his work and plan his work accordingly,furnished such fittings,etc.,as may must meet re uiremeil as set forth In Federal Specification PS-2 1-10. A.All scaled dimensions are oximate. The Contractor shell check and verif all size dimenslons and receive oval from the Gi Of
be required to meet such conditions. Drawings are earerally diagrammatic and indicative of the work to be installed. The work shall be installed In pipe q p aper y aPPi' �J watertight.
s.All
a manna•as to Avoid consllct5 between the Irr'gat'on system.planting and Arch'tectural features. r Rancho Cucamonga prior to proceeding with work under this Section.
S.PVG solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved conforming to ASTM test procedure 172466. S. All hydrostatic tests shall be made only in the presence of the General Gontrsctor and the Gity of Rancho Gucamonga. No pipe shall be
D.Exercise extreme care in excavating and working moor exleting utilities. The Contractor shall be responsible for damages to utilities which backfilled until it has been observed,tested,and approved in writing.
2work called for on the Drawings by notes or details such be furnished end installed whether or not specifically mentioned in the specifications. 6.Solvent cement and rimer for PVG solvert-weld pipe abd fittings shall be of a and installation methods prescribed the manufacturer. are caused b his operations or lie lett. Check existin utilities drowin for existing utility locations.
P P P 9a type p �J y P 9 9 9S 9 y
a.The Contractor shall not willfully Install the irrlgatlon system as shown on the Drawings when It Is obvious In the*laid that obstructions,gradeb.Furnish meeessery force pump and all other test equipment.
differences,or discrepancies in ares dimensions exist that might not have been considered in engineering. Such obstructions or differences should 1.All PVC pipe must bear the following markings: G.Coordinate Installation of sprinkler materials Including pipe,so there shall be no interference with utilities Or other construction Or difficulty in
be brought to the attention of the City of Rancho Gucamonga. In the event this notlficatlon Is not pe,so,med,the Gontrsctor shall assume full planting trees,shrubs,and ground covers. 'I.When the irrigation system is completed,perform a coverage test In the presence of the City of Rancho Gucemonge to determine if the water
responsibility for any revisior necessary. a.Manufacturers nameProvi coverage for planting areas is complete and adequate. Furnleh all materials and perform all work required to correct any inadequacies of
b.Nominal pipe size D.The Gontrsctor shall carefully check all grades to satisfy himself that he mey safely proceed before starting work On the irrigation system. coverage due to deviations from the Drawings,or where the system has been willfully installed as indicated on the Drawings when't is obviously
1-05 SUBMtTTALs c. Schedule or class inadequate,without bringing this to the attention of the Glty of Rancho Gucamonge. This test shall be accomptlshed before any ground coverts
d.Pressure rating in P.S.I. 5.02 PREPARATION planted.
A.Material list: e.NSF(National Saritation Foundation)approval
f.Date of extrusion A.Physical layout: 6.Upon completion of sech phase of work,the ertfre system shall be tested and adjusted to meet site requirements.
1.The Contractor shall furnish the artlale*,equipment,materials,or processes specMied by name in the Prowings Mrd Specifications. No
substitution 6011 be allowed wlthout prior written approval by the Glty of Rancho Cucamonga. 6.All fittings shall bear the me"ecturers name or trademark material designatlem,size,applicable I.P.S.schedule and NSR seal of approval. 1.Prior to installation,the contractor shall size stake out all pressure supply lines,routing and locatlon of sprinkler heads. 5.01 MAINTENANCE
2.Compiett material list shah be submitted prior to performing amy work. Material list shall Include the manufacturer,model number,end description G.PVG Non-Pressure Lateral Line Piping: 2. All layout shell be approved by the Glty of Rancho Cucamonga prior to installation. A.The entire irrigetlon system shall be under full automatic operetton for a period of seven(1)days prior to any planting.
of all materials gird equipmert to Lis used. Although manufacturer and other information may be different,the following is a guide to proper submittal
format. 1.Non-pressure buried lateral Ifne piping shall be PVC_Schedule 40 with solvent-weld joints when Installed in planting areas. B.Water Supply. D.The Gfty of Rancho Cucamonga reserves the right to waive or shorter the operation period.
Item No.Description Man✓lecturer Model No.
2.Non-pressure latera'line piping installed under paved areas shell be PVG Schedule 40 with solvent welded joints. 1.The irrigation system shall be connected to water supply points)of connection as Indicated On the Drawings. 5.05 GLEAN-UP
1 BackflowPreveter Febco 625-Y-5v
2 Automatic Controller GAlserse ET t- 24-Oft S. Pipe shall be made from NSF approved,Type I,&rade II PVG compound aonforrrimg to ASTM resin speciflcstion O 1 164. All pipe must meet 2.Connectlome shall be made at the ooproxlmate location(*)shown on the Drawings. rhe Contractor Is responsible for minor changes caused Glean-up shall be made me each portion of work progresses. Refuse and excess dirt shall be removed from the site,all walks end paving shall be
5 Master Valve Superior 5 1 00 RCV requirements set forth in Federal Specification PS-22-10 with an appropriate standard dimension ratio. by actual site conditions, bloomed or washed down,and any demage sustained on the work of others shall be repaired to its original condition.
4 Etc. Etc. Etc. ratio 5.00 FINAL SITE OBSERVATION PRIOR TO AGGEPTANGE
4.Except as noted In paragraphs 1,2,and 5 of this section(2.0 1 D),all requirements for non-pressure lateral line pipe and fittings shall be the G.Electrical Supply:
Irrigstlon submittal must be speclfic and complete. All Items must by listed and should Include solvent,primer,wire,connectors,valve,boxes,atc. No some as for solvent-weld pressure main line pipe and fittings as set forth in section 2.0 1 B of the Specifications. A.The Contractor shall operate each syall In Its antlrety for the Gity of Rancho Gucamonga at time of final observation. Any items deemed
copies of monufaaturer 5 literature(cstsog cuts)are required as submittal information. 1.electrical connections for eny and all automatic controllers shall be made to electrical points)of comrectlon as indiceted am the Drawings. not acceptable by the City of Rancho Gucamonga shell be reworked to the complete satisfaction of the City of Reecho Cucamonga.
S.Equipment or materials installed or furnished Without mien D.Brass Pipe and Fittings: 2.Connections shall be made at the sooroximate location(s)shown on the Drawings. The Gontrsctor is resooris'l le for minor changes cause by
!q •p p approval of the City of Rancho Cue&i mge may be rejected and the Contractor may actual site conditions. D.The Contractor shall show evidence to the Gity of Rancho Gucamonga that the Glty has received all accessories,charts,record drawings,
be required to remove such msterl*e from the site at his own expense. 1.where Indicated on the Drawings,use red brass screwed pipe conformimg to Federal Specificatlom OAA-F-59 1. and equiprrert me required before final site observation car occur.
5.03 INSTALLATION
A.Approval of*my Item,alternative or substitute indicates only that the product or products apparently meet the requiremerts of the Drawings and 2.Fittings shall be red brese conforming to Federal Specification aW W-P-460- 5.1 O SITE ODSERVATION SCHEDULE
Specifications on the basis of the Irformatior or samples submitted. A.Trenching:
a.COpper Pipe and Fittings: A.The Contractor shall be responsible for notifying the City of Rercho Cucamonge in advance for the following observation meetings,
S.Manussaturer's warranties shall not relieve the contractor of his liability under the guarantee. such warranties shall only supplement the 1.Dig trenches straight and support pipe continuously Om bottom of trench. Lay pipe to an even grade. Tranahing excavation shall follow layout according to the time indicated:
guarantee. 1.Pipe: Type K,hard tempered. indicated on the Drawings and as noted.
B.RECORD DRAWnV&S: 1.Pre-Job Conference-1 days
2.Fittings: wrought copper,adder Joint type. 2.Provide for a minimum of twenty-four(24)Inches cover for all Irrigation lines installed under paving or hardscapinq.
1. The Contractor shall provide and keep up-to-date a complete record set of bfuellne ozalld prints which shall be corrected daily,showing every r r r 2.Pressure supply Ilse Installation-24 hours
change from the original Drawings and Specifications and the exact Installed locations,sizes,end kinds of equipment. Prints for this purpose may be S Joints*hal!be soldered with silver solder,45 %alive 15%copper, 16%zinc,24%cadmium,solidus at 1 1 2S'F,and Iiqufdus at 1 14S'R. sol.P guide for a minimum of twenty-tour{24)Inches cover for all pressure supply limes Of three(5)Inches or larger In diameter.
obtained from the City of Rancho Cucamonga at cost. Thle set of drawings shall be kept on the site and shah be used only as a record set. l S.Lateral line and sprinkler installation-24 hour*
F.&ateVaives: 4.Provide for a minimum of eighteen(1 6)inches cover for all pressure Supp y linea of two and ore half(22")inches or smaller
4.Automatic controller Instellatlon-24 hours
2.The Gontrsctor shall make nest and legible notations on the record drawing progress sheets daily b the work proceeds,showing the work ft1.Dell Valves 11 2"and smaller) S.Provide for a minimum of twelve(1 2)inches for all non-pressure lines.
actually instsl'ed. Por example,should a piece of equiprrent be installed in a location that does not match the plan,the Contractor must indicate that S.Control wire installation-24 hours
equipment has been relocated in a graphic manner ri as to match the original Symbols proper
indicated in the Irrigation leaved. The relocated equipment a.DA1I valves shall be M 1 29 Ib SY4P bronze valve with threaded ends and shall be equipped with a stainless steel handle. 6.Provide for a minimum cover of eighteen(1 6)inches for all control wlring.
And d mersions will then be trginsferred to the origins record drawing plan at the proper time. b.Dell valves shall be Nibco T- 565-10-66 or approved equal. b.Pressure supply line and lateral line testing-46 hours
a All Ball valves shall be installed per detail. 1.Refer to Gity Standard 1 20"Trench Repair'when within Glty streets susceptible to traffic loads.
!.Before the date of the Nnal observation,the Contractor shall transfer all Information from the"record drawing"prints to a sepia mylar or similar 1.Coverage test-45 hours
mylor material. Arrangements*hail be made through the city for obtalning sold sepia myler or similar mylsr material. All work shall be in waterproof 15 Baakfillin
India ink and applied to the myler by s ter mrical pen made expressly for use on myler material. Such pan shell be similar to those manufactured by 2.Resilient Wedge&ate Valve(2"and larger) g:
b.F1nal observation- 1 days
RApT ocrapm, KueNei f Saar,or Faber Cattell. The Qimera'one shall be made as to be scally regidsble even on the final controller chart(see Section a.Resilient wedge&ate valves shall be epoxy coated and equipped with a 2"operating nut. 1.The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backftiled with the excavated mate►len
G). he oric,'nsl mylsr-*cord drawing"plan*hail be submitted to the Glty of Rancho Gucamonga for approval prior to the completion of the
controller char!.
b.Resiliert Wedge&ate valves shall be No.405 KT-ftW as supplied by Watts or approved equal. approved for backfilling,consisting of earth,loam,sandy clay,sand,or other approved materials,free from large clods of earth or stones. S.Wher observotfoms hove bean conducted other then the Clty of Rancho Gueamorge.show evidence in writing of wher and by whom these
Backfill shall be mechanical) com acted in larder-sped ed areas to a dr density equal to adjacent undisturbed soil in plaietir areas. Backfill will
c.All ReSi lent wedge&ate valves shall be installed per detail. y P G y y eq j 9 oeable.ebservatiorS were made.
4.The Contractor shall dimension from two(2)permanent points of reference,such as building corners,sidewalk edges,road intersections,etc.,the conform to adjacent grades without dlps,sunken areas,humps or other surface irregularities.
location of the following Items Cr.Quick Coupling Volvos: G.No site observations will commence without"As-Built"record drawings. The contractor shall not call for a site visit without"As-Built"
2. A fine granular material backfill will be Initially placed on all lines. No foreign matter larger than one-half(2)inch In size will be permitted in the record drawings,without completing previously noted corrections,or without preparing the system for said visit.
a. Connection to exlsting water limes. 1.Quick coupling valves shall have a brass,two-piece body designed for working pressure of 1 So 10.5.1. initial backfill.
b. Conrection to existing a catrlcal power. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. GONGRETE 5PEGINGATIONS
C.. drat a valves. S.Flooding of trenches will be permitted only with approval of the City of Rancho Cucemongs.
all. Routing of sprinkler pressure Imes(dlmenslon max. 100'along routing). H.Backflow Prevention Units: PART 1 &!NERAL
a. sprinkler control valves. 4.If settlement occurs and subsequent adjustments In pipe,valves,sprinkler heads lawn,planting,or other construction are necessary,the
f. Routing of control wiring and locstlons of all splice boxes 1.Backflow prevention unit shall be of size and type Indicated on the irrigation drawings. install backflow preventlon units in accordance with Contractor shall make all required adjustments without cost to the Gity. 1.0 I pescrfption
g. Quick coupling valves. the Drawings. For concrete information refer to the Standard Speelficatfons for Public Works Construction(&roe,Book: Editlon per the Glty of Reecho
h. Stub-outs for future corrections. G.Trenching and Backfill Under Paving: Gucamonga). Refer to Sections 4, 20 1, 505,and 400 as well as any other sections related to the installation,per and post Installation of
I. Other related equipment as directed by the City of Rancho Gucemongs. 2.Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh morel screen and shall be similar to Bailey e 1 OOB concrete work,materials,labor,and clean-up. The Standard Soecificetions for Public Works Construction is available from:
or approved equal. 1.Trenches locatod under areas when*paving,stoheltla concrete,or concrete will be Installed,shall be backfilled with sand(a layer four(4)
S.On or before the date of the final field observation,the Contrector shall delver the corrected and completed sepias to the Gity of Rancho inches below the pipe and six (6)inches above the pipe)and compacted in layers to 4111 S %compaction,using manual or mechanical tamping BI Building News
Gucamonga Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required irformetlon that may be omitted from S.All pressure male lime piping between the point of conmeetlon and the backflow preventer shall be installed as required by local code. The devices. Trenches for piping shall be compacted to equal the compaction of the existing ad jecent undisturbed soil and shall be left in a firm 6055 Overland Avenue
the prints Gontrsctor shell verify with the local governing body as to material type and installation procedures prior to start of construction. Submit unyielding condition. All trerchoo shall be left flush with the Md Joining grade. The Gontrsctor shall set in place,cap and pressure test all piping Los Angeles.GA ,0054
shop drawing for approval. under paving prior to the paving work. (5 1 O) 202-'I 115
G.Gontroiler Che-ts:
I.Check Valves. 2.&enerelly,piping under existing walks is done by jacking,boring,or hydraulic driving but where any cutting or breaking of sidewalks and/or 1.02 Scope
1.As-built*drawings shall be wo,oved by the City of Rancho Gue-amorgs before controller charts are prepared. concrete is necessary,it shall be done and replaced by the Gontrsctor as a part of the Gsidewalks
ontrect cost. Permission to Gut or break sidewas
1.Swing check valves 2"and smaller shall be 200 pound A.C.S.bronze construction with replaceable composition,neoprene,or rubber disc and and/or concrete shall be obteined from the Gfty of Rancho Gucomorge. No hydraulic driving will be permitted under concrete paving. Furnish and install all concrete work complete as indicated on the drawings or as speelfled,including,but not limited to the following
2.Provide one controller chart for each controller sequence. shall meet or exceed Federal Specification WW-V--S 1 D,Glass A,Type N.
D.Refer to G1ty Standard 1 20"Trench Repair"when within Gity streets susceptible to traffic loads. A.Furnish and set all reinforcing steel,bolts,and anchors.
a.The chart shall show the ores controlled by the automatic controller and ohs"be the maximum size which the controller door will allow. 2.Anti-draln valves shall be of heavy duty virgin PVC construction with F.I.P.thread inlet and outlet. Internal parts shell be stainless steel and
neoprene. Anti-drain valve shall be field adjustable against drewout from S to 40 feet of hood. Anti-drain valve shall be similar to the Velton D.Assernbiles: D.Install all items required by other trades which ere to be Gest Into concrete.
A.The chart is to be a reduced drawing of the actual Installed syetem. However,in the event the controller sequence is not legible when the drawing "ADV"or approved equal.
1s reduced,It shalt be enlarged to a size that will be readable wher reduced. 1.Routing of sprinkler irrigation lines as sndlasted on the Drawings is diagram-uratic. Install lines(and various assemblies)in such a mariner as to G.Concrete mow strips,footings for walls,foncing,posts,benches,etc.,where applicsble.
J.Control Wiring: conform with the detaPs in the Drawings.
S.The chart shall be a black line or btuellme ozslld print and a diffeeert color shall be used to Indicate the area of coverage for each stetlon. 1.05 Protectlon
when completed and rove the her hhermeticallyI n t I h I 1.Except s*noted otherwise,corrections between the automatic controllers and the electric control valves shall be made with direct burial 2.Install NO multiple assemblies in plastic lines. Provide each assembly with Its own outlet-
6 omp approved, chart shell be sealed between two places of p estle,each piece being a mnimum 20 mils. copper wire AWG-U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be made with Aifi solid copper wire. All finished concrete work shall be berriceded to pedestrler traffic for three(5)days. Barricede*hail be placed imedietely after concrete
-7.These charts snail be completed and approved prior to the final field observation of the Irrigation system.
1011ot wires shall be a different color wire for each automatic controller. Con•mon wires shall be white with a different color stripe for each S.Install all assemblies specified herein in accordance with respective detail. in absence of detail drawings or Specifications pertaining to finishing. Gontrsctor shall furnish,place and remove ell of his own barricades. Gort,actor shel be responsible for any demage to new
automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be Tess thane 14. specific Items required to complete work,perform such work in accordance with best standard practice with prior approval of Gity of Rancho construction and replacement or repair of the work shall be made without added cost to the Gity.
D.Operation Mind Maintenance Manuals 2.Witing shall occupy sama trench and shall be installed aeon the samercute as pressure supply or lateral limes wherever
possible.
Gucamonga.
1.04 Veen-up
1.Prepare and deliver to the City of Rancho Gucamonga within tan calender days prior to completion of construction,two hard-cover,three ring 4.PVG pipe and fittings shall be thoroughly Gleamed of dirt,dust,and moisture before imetailatton. installation and solvent welding methods shall
Whalers containing the following,Informatlon: S.Where more than one(1)wire Is placed In a trench,the wlring shall be taped together at intervals of fifteen(1 5)feet. be as recommended by the pipe and fitting manufacturer. Upon completion of all conerste work and before flnsl acceptance,the Contractor shall remove all toots surplus materials,apparatus,debris,
etc.from the site and the site shell be left in a clean,most condition Acceptable to the Gity.
a.Index sheet which states Contractors name,address,and telephone number,and which lists each Installed equipment and mstariai Item Including 4.An expansion curt shell be provided within three(5)feet of each wire connection. Expansion curl shell be of sufficient length at each splice S.On PVC,to metal connections,the Contractor shell work the motel aonnectlona first. Teflon tape or approved equal,shof be used On all
names and addresses of manusectures locsi representatives. connection at each electric control valve,so that in case of repair,the valve bonnet may be brought to the surface without disconnecting the threaded PVG to PVG,and on all threaded PVC to meta!joints. Light wrench pressure is all that is required. Where threaded PVG
b.Ggitaiog and parts sheets on every material and equioment Item Installed under this Contract. control wires. Control wires Shall be laid loosely in trench without stress or stretching wire conductors. connectcable.Wore are required,use threaded PVC adapters into which the pipe may be solvent welded.
c.Gusrartee statement.
d.Complete operating and msirterance instructions on all major equipment. S.All splices shall be made with Scotch-Lok 05516 Connector Seeling Packs,Ralnbird Snap-Tile wire connectors.,or approved equal. Make E.Line Clearance:
only one splice with sash connector sealing pack.
2,in addition to the above mentioned mainan
tence manuals,provide the Ganan
ltys malntas personnel with Instructions for major equtpmsnmind d show 1. All lines shall have a minimum clearance of six(b)Inches from oath other and twelve (1 2)inches from Imes of other trades,with the exe*vtlon
evldence In writing to the City of Rancho Cucamorge at the conclusion of the project that this service has been rendered. b.Held splices between the automatla controller and oleatrlc control valves will not be allowed without prior sporoval of the Clty of Rancho of the control wire sleeve(s)which shall be installed adjacent to pressure supply line. Parallel Imes shall not be installed directly over one
Gucamonga. another.
a.Equipment to be Furnished:
K.Automatic GontroNer: F. Automatla Gontrotler Assembly:
1.supply As s part of this contract the following tools-
1. Automatic controller(s)shalt be of size and type shown on the Drawings. Install as per manufacturer's Instructions. Remoto control valves shell be connected to controller In numerical sequence as shown on the
A.Two(2)sets of special tools required for removing,disassembling and adjusting each type of sprinkler and vale supplied on this project. Drawings.
b.TWO(2)four-foot valve keys for operstion of got*valves. 2.Fina'location of automatic controller(s)shall be approved by the Glty of Reecho Gucamonga.
c.Two(2)keys for each automatic controller. 6. High Voltage Wiring for Automatic Gontroiler:
d.One(I)quick aoup,er key and matching host swivel for every five(S)or fraction thereof of each type of quick coupling valve installed. S.unless otherwise noted on the Drawings,the 1 20 volt electrical power to each automatsc controller location is to be furnished by others.
The final electrical hook-up shall be the responsibility of the Contractor. 1. 1 20 volt power connection to the automatic controller shah be provided by the Gontrsctor.
2.The above mentioned equlpment shall be turned over to the Glty at the concluslon of the project. Before final observation can oaour,evidence
that the City has received material must be shown to the City of Rancho Cucemongs. L.Electric Control Valves: 2.All electrical work shell conform to local codes,ordinances,and union authorities heving jurlsdictlem.
1.04 PRODUCT DELIVER"r,STORA&E AND HANDLN& 1.All aloetrlc control valves shall be the same size Mnd type shown on the Drawlmgs. H.Remote Gontrol Valves
A.Handling of PV-pipe and fill The Contractor Is coutloned to exercise core in handling,loading,unloading,and storing PVG pipe and flttings. 2.All electric control valves shall have a manual flow adjustment. 1.Install where shown on the Drawings. where grouped together,allow at least twelve(12)Inches between adjacent valve boxes. Install each DESCRIPTION OF REVISIONDAMIIPP Oe
All PVG pipe shall be transported in a vehicle winch allows the length of pipe to Ile Nat so as not to subject It tbe-dingor aoncmontin ,,eve'v
o under centrated remote crol valve a separate ,,eve box.
external load at any point. Any section of pipe that has peen dented or damaged will be dlecsrded,and if installed,shall be replaced with new plplrg. S.Provide and Install one control valve box for each electric control valve.
1.Flushing of System: CITY O F RANCHO C U CAM O N GA
1.OS SU85ThUTONS M.Control Valve Boxes:
1.After all new sprinkler pipe lines and risers ars in place and connected,all necessary diversion work has been completed,and prior to
A.M the Contractor wishes to substitute any equipment or materleis for the equipment or materials listed on the Drawings and Speclficatlons,he 1.Use 1 O"x 1 0-3/4"round box for all gate valves. Corson Industries*fl 10-1 26 with groom boli-down cover or approved equal. Extension installation of Sprinkler heeds,the control valves shad be opened and full head of water used to flush out the system.
may do to by providing the following informatior to the Glty of Rancho Cucamonga for approval: sleeve shall be PVC with minimum size of six(6)inches.
1.Provide a statement Indicatin the ressor for making the substitutlon. US*a soverste sheet of paper for each item to be submitted. 2.Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the arty of Rancho
Indicating 2.use 4-1/2"x 1 6"x 1 1"rectengular box for all electric control valves. Gerson Industries a 14 1 al-1 2B with green bolt-down cover or Gucemongs.
2.Provide c{escrl tive catalo literature,performance charts and flow charts for each item to be substituted. approved equal. L. M . D . LANDSCAPE PLANS
p 9 P J.Sprinkler Heads:
S.Provide the smoumt of cost savings if the substltuted item Is approved. S.Use b"diameter x 6-5/4"deep round plastic valve box for all quick coupling valves. Gerson industries a 605-12 with green Nex-lock cover
B.The City as Rancho Cucamonga shall have the sole responsibility in Acceoting or rejecting any submittal item as an approved equal to this or approved equal. 1.Install the sprinkler heads as designated am the Drawings. Sprinkler heeds to be Installed In this work shall be equivalent in all respects to IRRIGATION SPECIFICATI0NS
those itemized.
equipment and materials listed on the Drswings and SoeaJNastlons- A.Use F-1/2"x 1 6"x 1 i"rectangular box for all electric control valves Installed wlthln on-grade landscaped areas. Gerson Industries e /
1.06 a,UARANTEE 14 1 F-1 217 with greer bolt-down cover or approved equal. 2.Spooling of heads shall not exceed the maximum Indicated om the Prowinga. In no case shall the spocing exceed the maximum recommended by ��°SCA� TRACT N 0. 16332 - STO N E B R I D G E DEVELOPMENT
the merufacturer.
A.The gusrgimtee for the irrigation system shall be made in Accordance with the attached form. The&emeral Gondttlons and Supplementary S.use 1 O"x 1 O-1/4"round box for all quick coupling valves installed within on-structure landscaped areas. Gerson industries No. F 10-1 217 y�C �t LAURF,pT �- G
L.
Gondillors of these Oveciflcstlons shall be filed with the Glty prior to sce-eptance of the Irrlgetsor system. with groom bolt-down cover or approved equal. 5.04 TlMPORARY R!►AIRS U? 'a Ni 4373 �i _ CPROEC �• DATE:
� CITY ENGINEER JLJ��� �/!� RCE 2 953
�� , N. rlmkler Heads. The Gfty reserves the right to make temporary repairs me necessary to keep the Sprinkler system equipment in operating condition. The Z 0 .
D. A copy of the Gu srsrtee form aha be Included in the operations and mantenance men of, � -�-� - �
exercise of this right by the Gfty shall not relieve the Contractor of hie responsibilities under the terms of the guerantst as herefm specified. DIESIMN P'L/W PREPARED 9Y:
G.The guarantee form shall be re-typed onto the Contractors letterhead and shall contaln the following lnformstion: 1.All sprinkler heads shall be of the same size,type,end deliver the same rate of precipitation with the diameter(or radius)of throw,pressure, Z 11, PRRffSSi!► AI
and dischsege as shown on the Drawings and/or speclfied In these special provisions. S.OS eXISTINb TREES I f S I 6 N
- i*�
bUARANTEE FOR IRRIbATiON SYSTEM
Where it is necessary to excavate adjacent to existing trees,the Contractor shell use all possible care to avoid fn jury to trees end tree roots. x `r4 ! r+ `� ASSOCIATES
2.spray heads shall have a screw adjustment. r
We hereby guerartee that the Irrigation system we have furnished and installed Is free from defects in materials and workmanship,and the work has Excavation fn areas where two(2)inch and larger roots occur shall be done by hand. All roots two(2)inches amid larger in diameter.except 4F CSHEET
AL1F � �' Landscape arc nil ec 1s
beer completed it accordance with the Drswings Mind Specificstloes,ordinary weer and tear,unusual abuse,or neglect excepted. We agree to repair S.Riser units shell be fabricated in accordence with the details shown on the drawings. directly in the path of pipe or conduit,shall be tunneled under and shell be meavlly wrapped with burlap to prevent scoreing or excessive drying. / 2939 ern enrol smote 213 _!!
or reploce any defects in material or workmanship which may develop during the period of one year from date of scceotenae and also to repair or Where a ditching machine is run close to trees having roots smaller them two(2)inches in diameter,the wall of the trench adjacent to the tree w - vaik ca'•m-b 93063 Ly i� L-7
replace shy damage resultinc from the repair frig or replacing of such defects at no additional costs to the Clty. We shat)make such repairs or A.Rfaer nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. shell be hand trimmed,msksng eleon cuts through. Roots one(1)inch and lore*,In diameter shell be pofnted with two costs of Tree Seel,Or equal. )0 os) Z6437J by W5;see-4731
replacements wither a ressonebie time,as acterrrined by tore City,after receipt of written notice. in the event of our fal'ure to make such repairs or Trorl ad jaunt to tree should be closed within twenty-four(24)hours;and where this is not possible,the side of the trench adjacent to the CHUy - - " - � I - RlA IW 4M DRA�!g!Q �•
replacements within a reasonable time after receipt of written notice from the City,we authorize the City to proceed to have said repairs or S.All sprinkler heads of the same type shell be the some manufacturer. tree shall be kept shaded with burlap or carves. W �n 1 .(6 (Y�- PILE I V U 7-L
rep acerents mode at our expense and we will pay the costs and charges therefore upon demand.
POW1,1111FIN *If. No-CW
PLANTING SFEGtFIGATIOl�S
5.06 Goordinetion: G.Pest Control: Spray all plants and planted areas at begfnn(mg of mairtenance p►orsm and as may become necessary therea+ter by an
PART 1 -fENCRAL approved method of post control,to keep all plarts and Warted areas free of insects and disease. Method arm'I be reviewed by the City prior
Weed abatemert work shall be coordinated with the installation of the irrigation system rototHling and soil amendment work,and planting. (See to any applications. Pest Control shat Include aropher control.
1.01 scope of Work: Weed Abatement section).
Contractor shell provide all materials,labor and D.Pruning: Prune all plants as designated and directed by Landscape Archltee4 at start of maintenance program and coati"to prune plants
pi' equlpment IneTderte!to and necessary for completing Ow work,te Indicated on the drawings,as PART 4-TREES AND SHRUBS as directed or as may become necessary until the end of the maintenance program.
reasonably implied,or as delineated in the Specifications as follows.
1.02 Standards: s.01 Scope of work: Remove trash weekly. Edge ground cover to keep M bounds end trim top growth as necessary to achieve and overall even appearance.
Exterminate gophers and moles;repair damage.
Provide ail maequipment,and equipand labor necessary to install all trees and shrubs as shown on plane,as reasonably implied and as deffneeted in
AN work and materials shall comply with governing Codes,sefety orders,standards,and rogulatlons,end meet the minimum requirements of the the specifications. PART e-ACCEPTANCE OF PROJECT
Oterdard Specifications for Public Works Construction(Breen Book)latest edition.
4.02 Products 8.01 oereral:
1.09 Quality ASsuranct: A.Nomemcleture -Plant names Indicated on the drawings conform the'Standard Plant Names'established by the Amerieam Joint Committee on
Mort;cult ure. Except for names covered therein,the established custom of the nursery is followed. upon completion of Installation,a maintenance period of a minimum of 180 days for all lemdedwed erees is required prier to final acceptance of
A.All Contractors performing Site Development work,must be licensed in accordance with the laws of the Mate of Ca"fornla. the work by the City. The Commencement date for the maintenance period shell commence upon written approval for all
pp phases of planting
d.Condition -Marts shall be symmetrical,typical for variety and species,sound,healthy,vigorous,free from plant disease,insect pests,or their installation by the City Public Works Inevector. Maintenance period shall be adequate to verify plant characteristics and establiei meet.
S.Contractor shat!provide the Landscape Architect and the City with a list of Subcontractors Ord Material Suppliers expected to bo employed eggs,and shall have healthy,normal root systems,well-filling their cortainer,buy not to the point of being root bound. Plants shall not be pruned
during the course of construction. at anytlme,and in no case shall trees be topped. A.Two inspections shall be made that affect the establishment period: The first after ail plantings have beer completely installed in order to
approve the beginning of the establishment period,and the second at the end of the astablisl,,mert period. if plantings are not acceptable at the
G.Contractor shall obtain and keep in force Public Liability and Property Damage insurance,during entire course of the Construction Contract. G.Trees and shrubs shall be growing st a recognized nursery in accordance with good horticulture practices and shall be of the size and caliper end of the 160 day period,due to defective mainterance,then continue establishment until al work meets with the Specifications and car,be
The amount of insurance shall be determined by City. normally associated with the container size specified on plans. Removal of all tags,labels,nursery stakes and ties from all plant material approved.
D.Prior to start of site development work,the Contractor shag notify the Landscape Architect and CI to a starting and c prohibited urtil the approval of the Landscape Architect or City.
City gip g ompletlon dates. D.All part materia'delivered to the site showlrg signs of damage or disease or is Insufficient in size to carry out the intent of the planting plan d.At terminetion of establishment period all plant material shall be live,healthy,undamaged,and free of infestation. Inferior plantings shallbe
Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. will not accepted end will be replaced at Contractor's experse. replaced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be neatly raked and free of
weeds.
1.04 ResponslbllTtles and Coordination: E.Sizes of Plants -Shalt be as stated on the Plan. Container stock(1-gallon,9-gallon,end 1 9-gellon)shall have been grown In containers for at
A.Permks: Tis Contractor shall obte;n and pay for til permit•and Inspections,requlrsd by governing authorities for the work to be performed. least one(1)year,but not over two(2)years.
F.Substitutions -Substitutions for indicated plant material will be permitted provided the substitute materials are approved in advance by the
i.Existing Conditions: The Contractor shell verify all conditions and dimensions shown on the plans at the site prior to commereement of any City,and are made at no additional Cost to the City. Except for authorized variations,all substitute plant materials shall conform to the
work under this contract. The Contractor shall verify the location and depth of all underground utilities prior to start of work. requiremerts of these specifications.
G.Temporary utilities: The Contreetor shall apply for and pay all cost Incurred for all temporary ut"Ttles such so water,electrical power and gas f.Plants Not Approved -Plants not approved are to be removed from site Immediately and replaced with suitable plants. The City reserves the
as required by him for the construction of the project. Temporary services shall be coordinated with the city and other cortractors on the
job site, right toreject entire lots of plants represented by defected samples.
D.survey,Re+erenct Points,and Elevations: The Contractor If rtsponslble for establishing all surveys,reference points and elevations M.stake all trees,as per details immediately after planting to prevent wind damage.
required by him,and shown on plans for proper executlon of site construction. I.Plant trees that are to be located In lawn or ground cover areas after finish grades ere first established and allow at least 9 calendar days
prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined
E.Traffic. The Contractor is responsible for all temporary traffic barriers and detours required by hirr for the construction of the project. on appropriate details.
All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. t
1.09 Defective and Unauthorized Work:
4.05 Soil Amerdments:
AH work which is determined by inspection to be defective M its construction or deficient Tn any of the requirements of the plans and soil amendments shall be as reeommended in the Agronomfe,sols report
specifications,shall be romedled or removed,and replaced by the Contractor at his own expense in a manner acceptable to the Landscape 4.04 Trees stakes.
Architect and City.
1.06 Inspections:
Tree stakes shelf be lodge pots pine tree stakes.See tree staking detail on plans for further information.
The Contractor shall arrange for Inspections by notifying the Landscape Architect,G and PART 9 -&ROUND COVER AND BEZYMS PLANTS
City governing authorities,24 hears prior to time of
inspection,unless otherwise noted. Inspections shall be as listed below,but not necessarily in this order. Only the inspection pertaining to the 9.01 Scope of Work:
project scope of work will apply:
Provide all materials and equipment and perform all work necessary for and ineidantel to installing all ground cover and bedding plants,as shown
Rough Grading. on plans,as reasonably implied,or delineated in the specifications.
Drain winos and Catch Basirs.
Irrigations(h'!O'n line pressure,coverage at oyster operations test). 9.02 Bedding Plants:
Soil Preparation and O n'sh Brading.
Plant Materia'(delivery t pleaemert). Perennials and Arnusfe: Provide hoolthy container grown plants from a recognized m+rsery,and of the species and variety shown on pfoms.
substantia Completion Inspection(at completion of landscape improvements)-9 Days.
Fire!Inspection(after mainterance period)- i days. 9.09 arround Cover:
The contractor shall arrange a PreComstruetlon job conference with the Landscape Architect and City a minimum of seven days prior to the Oround Cover: Provide ground cover of the species shown on plans. around cover shall be established and well rooted in flats or similar
beginning work. contairers.
1.09 Ouere rhes: 9.04 Muibe+ort 1110MIt!
A.Plant Materials: AN trees,shrubs.ground cover;bedding piens and lawn shall be guaranteed from date of final aeeeptance of landscape Mulch: shall be of compacted wood Chip fiber.
eomstruetion for periods as follows.
9.09 Goordinetion:
Trees 24"box a larger 1 Weer
Trees 19 gal.a smaller 1 year A.Do not have plants delivered to the Job site until alts Conditions are reedy for planting. if planting is delayed,keep plant roots moist and piece
Shrubs All sizes 1 20 days in a sheltered location protected from the sun,wind and other damaging elements.
Oroumd Cover 120 days
Bedding Plant 120 days B.Soil preparation and fine grading shell be completed and trees and shrubs Tnstawed prior to bedding plants and ground cover planting.
Lawn(sod) 1 20 days
Lawn(seed) 1 20 days from first mowing 9.06 Installation:
lOuerantees begin after the project accortanes by City and at the end of the 180-day maintanamee period. LOmdseape Comtreetor 020 Plant ground cover and bedding plants in motet soil and space as Indicated om plants.
replace and plant all materials which have died within the time spar stated above,atmo east and within S days from retelling written loiter from Each plant shall be planted with its proportionate amount of soil so as to minirmlze root disturbance. Sol moisture shave be such that sol does
the Landscape Architect orCity. N'dead material is not replaced and planted within the 9 day period,City may rep'ace dead material with new
materia'and charge the Landscape contractor for all expenses incurred. not crumble when removing plants from contairer.
S.Construction Materials. The contrector shell gusrartse PH workmanship and materials for all stte developmert,for a perlad of one year from Regrode planter areas after planting,to restore smooth finish grade and to Insure proper surface drainage. A 4"layer of mulch material Shaw be
date of fins!acceptance of project. spread over the entire planter area after grade is established. Watering shall begin immediately after mulching.(trading shall accommodate the
mulch)
1.08 Meter's!and Labor Releases.
9.01 Protection:
upon completion of the work,the Gontraetor shall present to the City,signed copies of all labor and materials releases for all work performed Erect temporary fencing pr planted g peri acceptance.
under Site Development. y encin or barriers to protect anted areas from dams a or to final
1.00 Disposal and clear-up: PART b-WEED ABATEMENT
Remove all waste materials(tneluding excavated motorist Classified as unOeceptable soft materlat),trash and debris generated or encountered 6.01 Scope of Work:
during the course of landscape construction,and legally dispose of it. During the course of the work,remove surplus materiels from the site and Provide all material,equipment, cry p ably Implied,and as delineated in the
leave premises in a rest and clean condition. Glean u and remove all remainin debris and q ipmenit.,and labor necessary t0 perform all work as indicated am plans,as reeson
p g un^plus materials upon completion of work,leaving the
premises neat and clean. The site shad be cleaned upon the request of the inspector. specifications.
PART 2-EXECUTION 6.02 Quality Assurance:
A.The Applicator of all weed control materials shall be licensed by the State of California as a Pest Cortrof Operstor end a Pest Control
2.01 Protection: Advisor in addition to any subcontractor licenses that are required.
Keep all plant material delivered to site in a healthy condition for Wonting. Plants shah not be allowed to dry out. Bert root stock shall be S.All materials and methods must eorfo►m to Federal,State,and Local Regulations.
separated and heeled-tn.In most earth or other suitable material until planting. Baled and burlapped plants shell have root ball covered with
moist sawdust,wood chips or other suitable material umti'piarting. 6.09 submlttel:
2.02 Installation:
Prior to the Inste"ation of ON weed control materials,the Landscape Contractor shall submit to the Landscape Arehiteet/City a Hat of the
Osta!led layout of plants within the planting areas shall be perform ad by Contractor and entroved by the Landscape Architect and City prior to weed control materials and quantities per sere intended for use in controlling the weed types prevalent and expected on the site,as supplied by
planting, the Pest Control Advisor. Pest Control Advisor,shall furnish the Landscape Contractor and Landscape Architect and City data to
demonstrate the corpatibilfty of the weed control materials end methods with the intended planting and seed varieties present.
soil excavated from planting holes shat!be amended to backfill around trees and shrubs using the following mixture, 6.04 Responelbflity and Coordination:
Native,On-Site Soil with rock no greater then S"in diameter
A.Landscape Contractor is res onsible for the reetion of off Signs and barriers
fro rower•Bus. �-5-1 t 9 lbs/cy p gn required to prevent Intruslort into the treated areas and to
Iron Sulfate 2 The/Cy notify the public.
(To be used for bidding purposes only,verify with Agronomic Sails Tent.) d.No metrlal or methods Shoff affect the landscape planting or hydroseed germination. No materfat or method Shoff render the Job site unusable
for more than 10 days from date of application.
After backfilling,construct a S"earthen berm to form watering basin around each plant,to allow thorough water-in amd estabillshment. 6.09 Nor-Seleettve Re,blcldes:
Prior to irsta"atior of turf and ground cover,remove water basins from around trees and shrubs. Berms in turf areas to be removed prior to
City acceptance. Nor selective contact herbicide and/or non-selective systemmP
systemic herbicides fes recomended by the est Control Advisor)
PART S -SOIL PREF"ARATiON AND RIl GRADIN&
- 6.06 Selective werbiaides:
9.01 !cope of Work:
!elective pro-emrgent herbicides eompatib!e with seed mixtures(as recommended by the Pest Control Advisor)
A.Provide all materials and equipment,and perform all work necessary for and ineldertel to the soil preverstion Ord finish grading of ail plerting 6.09 weed Eradication:
and lawn areas as shown on plans,as reasonably implied,or as delineated in the specifications.
S.Furnishing,placement and grading,of topsoil for backfilling of planters if required. M in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting areas will require control prior to removal.
spray these areas per Pest Control Advisor's recommendet'ons.
G.Gleaming Ord finish grading of planters areas end planting areas. A.Prior to the Installation of the Irrigation system remove and clear all weeds and deleterious motefans from planting areas.
9.02 Topsoil: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of I"- 2"below the surface of the soil. Mmysle ally remove aft weeds
A.Existing on-site soils listed ss'seesotable under Site Grading'specificatlom.true from the site.
B.Topsoll imported to site for use as fill,backfill In planters and mounding,shall be sandy textured. aft plus clay content of this sow shot)be no PART 1-LANDSCAPE MAMTiENANGE
greater than 15%by weight. The boron content of this soil shall be no greater than 1 part per mTllion as measured on the saturation extract. 9.01 Scope of Work:
The sodium absorption ratio(SAR)shad not exceed 5.0 millimohos per centimeter at 25 G. In order to ensure comformance samples of the
imported soil shall be submitted to an agronomic soils testing laboratory,approved by the project Landscape Architect for analysis prior to Provide all materlels,labor Ord equipment mecessery for,or incidental to,performing oil maintenance requirements as ressonably implied or as
use. Result a testing to be delivered to City for approval. Sall test to include analysis and recommendat"ons. C"delineated in the evecificatlomebefore f100O0 InREVISION
Including,but not limited to the following: DESCRIPTION OF DATE
9.03 soil Amendments:
mwwwm
Maintain Of plants and planted areas.
All soil amendments shelf be as specified in the Agronomic Sultabllity/FertHlty sows report furnished by the Gontrector Keep planted areas free of weeds and debris.
Prune trees and shrubs. CITY OF RANCHO C U CAM 0 N GA
9.04 Soi!Preparation: Pertllized all parts and planted areas.
Irrigatior.
All work am irrlgetior system she"be complete and inspected for reeelmmended approval and,fine grading Completed,prior to rototlwing end Insecticide spraying.
prior to soil amendment work.
9.02 Pertfllzers:
After rough grades have been asteblished,prepare all Iswn and planting areas by tNfng or cross ripping to a depth of 12. AN rock and debris L. M . D . LANDSCAPE PLANS
more than 2"in diameter shad analysts
be removed from the site,except for areas that are to be sodded, in which all rock and debris more then 1"In A.Commercial fertilizers with an of 9-S-1-fro-Power Plus,and 1 2-8-8 fro-Power Controlled Release Nitrogen,as deslgrated herein,
diameter shaft be removed. or approved substitute as required by the Agronomic soils report. Available from Gro Power(41001)SCI21-5944.
Apply.spread and rotatil In ON soil amendments as recommended to a depth of 6". water area thoroughly after rototPting is Complete. B.Ammonium Sulfate: Orenu!ar form containing not less than 21 %nitrogen and 24%sulfur and shall be registered as an agricultural miner,with PLANTING SPECIFICATIONS
Incorporate evenly into the top 4"to b"the following for each 1,000 square feet of Porting area: the State Depertment of Agriculture in compliance with Article 2-"Fertilizer Meterials,"Section 1 050 of the Agricultural Code.
4 cubic yards of mttroflzed Redwood or FIr shaving or equal. 9.09 fereral: TRACT NO. 16332 - STO N E B R I D G E DEVELOPMENT
200 lbs.of arra-Power or approved equal. APPROVED
� ^.
Malnttmemce shall start Immediately after landscape Irrigation and planting. _ODSCgpe AP RO ED W' / / vin L
The above soil conditioning are minimal qualities only and should be used only for bidding purpose,because sow conditloms may change drasticawy O ��urr CITY ENGINEER �(��/L�i'` � RCE: �, 953
from the time these speaificatiors were deve'ooed to the time the actual soil conditioring take place. Therefore,the Contractor shall obtain his Maintain all plants and planted areas on a continuous basis is they are installed during the progress of the work,and continue to maintein them yF, f ,
own soils analysis at a rate of one per every 29,000 square feet of planted area. These soil tests shall be conducted by an sporoved until final acceptance of total project. Replace any dead or dying plants as directed by the Landsaape Architect and City representative. ��6 No. 4373 q►s
Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the v - r^ OEM PLAN PREPARED BY: PRMSMAI
Pre-construction job conference. A.Irrigation: Operate Irrigation system on an established program to maintain ON plants and planted areas in a healthy condition. Irrigation -+ A E A C h
System run-off shall be kept to a minimum. Damage to Irrigation system resulting from maintenance and equipment and/or maintenance
5.06 Finish Grading: personnel,shall be restored to its original Condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the - - [ /ASSOCIATES
attention of the Glty. No repairs other than emergency repairs shall be accomplished without written permission from the City. �r andscape Architects OUT
After rototilling aprattons are complete,grade areas to establish finish grades for plerting. All flow Imes Shaw be maintained and proper ...1 F ��
tolerances shell be met after settlement at the end of the project malrtenerce period. B.weed Control: Keep all planted areas free of weeds and debris by cultivating areas at Intervals not to exceed 10 calendar days. 4 zr3 raPo sneer6ul213 `-' L-7
CALtF aney,Zsl'F Q 93063
The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. 6rao��xs ,�< fax(eos)sz6-.n1
Finish grading shall leave surface of the ground uniformly smooth Ord free of abrupt grade change. RAA MAUL-
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