HomeMy WebLinkAbout1797-L DEVELOPER I OWNER
L D.. SCAPE ARCHITE TURAL PLANS
AN c JEFF TAimJEN LEE
TRACT NO , 15955 2135 HUNTINGTON DRI E #202
V
SAN MARIN'O CA 91108
SAN BERNARDINO ROA,D TEL : 626m229mO9
LANDSCAPE MAINTENANCE DISTRICT N � . LMD1
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION 'NITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY.
c
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED �-ROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. SHEET NO, DESCRIPTION
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-1 TITLE SHEET
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY
DAMAGE INSURANCE AS REQUIRED BY LAW. L-2 CONSTRUCTION PLAN
N. T S. 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS PRIOR TC CONSTRUCTION. IRRIGATION PLAN
6. AT THE CONCLUSION OF ROUGH GRADING, AN AG`ZONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL
W Ei� RECOMMENDATIONS FROM THIS REPORT SHALL SUDERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. PLANTING PLAN
O 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
� HAVE BEEN APPROVED BY THE CITY ENGINEER. L-3 IRRIGATION D
C � 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL t AVE A 2' WIDE FLAT AREA AT THE TOP OF SLOOP, AND ALL SLOPES SHALL HAVE A 1 FOOT
. m WIDE FLAT AREA AT THE TOP OF SLOPE.
< W 9. UPON COMPLETION OF INSTALLATION AN ESTABLF HMENT PERIOR SHALL COMMENCE,
INSPECTOR THAT AND UPON WRITTEN VERIFICATION FROM THEP T L-4 PLANTING DETAILS
73
S/ E ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY
180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-5 IRRIGATION SPECIFICATION
OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
SN BERNARDINO ROADGRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER L-6 PLANTING SPECIFICATION
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY S1ATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525.
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
MAINTENANCE RESPONSIBILITY MAP * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS CONSULTANTS
* BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS
* BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
* BENEATH METAL FENCING ADJACENT TO CI'Y-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS LANDSCAPE ARCHITECT:
13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MAID IN THEBEN LUNDGREN & ASSOCIATES
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER.
PRIOR TO FINAL CONSTRUCTION, 1110 E. GREEN STREET, SUITE 404
13 __-- 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: PASADENA, CA 91106
PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
* PRIOR TO THE COMMENCEMENT OF ANY P-ANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. TEL: (626) 535-9544 FAX: (626) 535-9534
* ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
* PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
CIVIL ENGINEER:
12 EGL ASSOCIATES, INC.
14 --� 11823 SLAUSON AVENUE, UNIT 18
SANTA FE SPRINGS, CA 90670
11 15
TEL: (562) 945-0689; FAX: (562) 945-0364
10 16 LANDSCAPE QUANTITIES
17
9 TOTAL S.F. OF HARDSCAPE AREA: 710 S.F.
18 TOTAL S.F. OF NON—TURF LANDSCAPE AREAS: 1,660 S.F.
TOTAL S.F. OF ALL AREAS: 2,370 S.F.
A `RO
6 T 8 DUSONNET DR TOTAL ACRES: 0.0544 ACRE DESCRIPTION OF REVISION DATE� APPROVED:
CITY OF RANCHO CUCAMONGA
o } o
r( WBTBRON COURT �
19 TITLE SHEET
CITY-MAINTAINED AREAS 20 TREES: �, TRACT NO. 15955
4 21 � `TUSCARORAMIA INDICA CRAPE MYRTLE HYBRID 24" BOX 10 TREE 20' O.C. SAN BERNARDINO RD. SAN BERNARDINO ROAD
3 2 1
DATE:
CITY ENGINEER
22 APPROVED BY: RCE: 4963
_ _ — y 9,p� DESIGN PUN PERPARED Bv: RECOMMENDED
SAN BERNARDINO ROAD
�, -t \�� T.L. HEN LUNDGREN do ASSOCIATES
_ _
DRAWN 1110 E GREEN STREET, SUITE 404 SHEET
�= i _ c� -• PASADENA, CA 91106
N. , ;t' S t e " T.L. TEL.• (626) 535-9544 FAX: (626) 535-9534 L-1 OF a
# * CHECKED R.L.A. NO 3109 DRAWING NO.
Date �4.
I > Q
B.L. DATE 09-28-01 FILE No 121200 1
PRnm T SRT. N0. OF
w STREET TREE
6' PCC MOW CURB PER
6' PCC MOW CURB PER EXIST'G P.P. CITY STD. 534
CITY STD. 534 (TYP.) RIVER WASHED GRANITE A S'LY R/W. N'LY R/W. P.L.
I COBBLESTONES (TYP.) EXISYG P.P. W.
I VINE ON WALL
36"4 24'/ 36*0 I „ `'-,' _ 6' HT. DECORATIVE
36*o 18'4
0.; 4 MASONRY WALL
24"4 36"0
SHRUB NEXT TO
WALL
3' RAD. (TYP.) — — — I ►� —'
2: " C.F. -�I 2' I
4' SIDEWALK � — — — � 8" C.F � � — � :�
1
_ — = '"� _ _ _ _ — —_ _ _ "'-. ,--,�`�,>--}-,�'-I�..`L.r-CI-',-,,; ,�-- --�.-- _ _ _ •.-� >--<�,�-- ,--,�� � �-�-_ -_- -; ��-,��� -_-_- -, ,- ROPOSED SIDEWALK
18"o 24*0
24'! EXISTING A.C. PAVEMENT
2' RAD. — — — I— — - �' ;- �- - "� XISTING CURB & GUTTER
(TYP-) 24'0 18"ri 24'0 24"� - - -w YEXIST`G
10-3 10'-3' 24 I 17'-7' 10._3.— 17'-7" CURB & GUTTER SECTION 'A-A'
10-3 10'-3' 17'-7' I ST. LT. NO SP. SACLE
6-2 �._1. 10'-3'
22'-10' 38'-1•
22'-10'
38'-1"
28'-e• IRRIGATION LEGEND
A ACCENT BOULDER SIZES S AS SHOWN. SYMBOL MANUFACTURER MODEL NO. DESCRIPTION PSI RAD. GPM
SAN BERNARDINO ROAD USE 18"�-36"� SCALE: 11'=10'-0'1 J- 'a bL RAIN BIRD 1812-SAM-PRS-8 H, T, Q SHRUB POPUP 30 8' 0.52, 0.35, 0.26
AL 1& 11111. RAIN BIRD 1812-SAM-PRS-5 H, T, Q SHRUB POPUP 30 5' 0.20, 0.13, 0.10
_ v RAIN BIRD 1812-SAM-PRS-6-VAN-0 SHRUB POPUP 30 6' 0.37
RAIN BIRD 100-EFB-CP-PRS-8 REMOTE CONTROL VALVE W/ CARSON VALVE BOX
CONSTRUCTION PIAN RAIN BIRD - QUICK-COUPLING VALVE W CARSON VALVE 33 DNP Q / C 0 E BOX
® CALSENSE ET-2000-8-LR-RR W/ TP-1, 8 STATION CONTROLLER W/ SB-24-SS-120V
TP-110 W/ ANT 1 METERED ELECTRICAL PEDESTAL
ANTENNA PORT
Q FEBCO 825Y-BV-1.00 1" REDUCED PRESSURE BACKFLOW PREVENTER
W/ SBBC-45 AL STRONGBOX BACKFLOW COVER
L-2/7 L-2/9 N NIBCO T-585-70-66 LINE SIZE GATE VALVE
CALSENSE ET2000-8-LR-RR W/ TP-1, NIBCO T-585-70-66
TP-1 10 W/ ANT 1 ANTENNA PORT GATE VALVE (TYP.) W WILKENS 500 SERIES 1-1/4- PRESSURE REGULATOR
8 STATION CONTROLLER INSTALL IN V ® SUPERIOR 3100 N/0 1" ELECTRIC DIAPHRAGM GLOBE VALVE
A-1 588 S.F. STRONGBOX SB-24-SS/120V
1" METERED ELECTRICAL PEDESTAL- A-2 ® CALSENSE 220P i DATA INDUSTRIAL FLOW METER
19.48 OWNER TO PROVIDE 110 VOLT SERVICE 1" 543 S.F. A-3
TO PEDESTAL LOCATION
vr ,fir �� r�K 18.18 1" 568 S.F. APPROVED PVC SCH 40 MAIN UNE-18"MIN. COVER
�� 'K 'R 18.54 APPROVED PVC SCH 40 LATERAL LINE-12"MIN. COVER
'-'4 /r. +/r yr ,A• 'K ______= APPROVED PVC SCH 40 SLEEVE-24"MIN. COVER
-
'tr. I� I USE 2X DIA. SIZE OF MAIN OR LATERAL LINE
F•G• -- -- a�/r r _
STATION NO.
EXIST'G
N1 AO I yr yr '� '"P.P. ,K I VALVE SIZE
yr
'r1E yr ,/r ,-Vr , SQ. FOOTAGES
K I 'K +A
G.P.M.
4 SIDEWALK '� 'K
J '� ,A• �R �� - --- - - - - - - - - - - - EXIST'G P.P.
��, �� �. -.- �_ __ �_ -- �- - *-1 �`- `-( ,� ?-tom'•
MASTER VALVE- SUPERIOR 3100 N/0 1" WATER METER FOR CITY-MAINTAINED 'K 'A +a ,� ,A. — — — — = = - — _ _ _ _ _ _ _ _ - I PLANT LEGEND
ELECTRIC DIAPHRAGM GLOBE VALVE 2'16 AREAS IRRIGATION USE ONLY — — — — — — _ _
EXIST'G CURB do GUTTER SYMBOL ITEM NO. BOTANICAL NAME COMMON NAME SIZE QUANTITY TYPE SPACING
F.G.
CALSENSE DATA INDUSTRIAL 220P FLOW METER TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVICE., ST. LT. I TREES:
W/ WILKENS 500 SERIES 1-1/4- PRESSURE REGULATOR LAGERSTROEMIA INDICA CRAPE MYRTLE HYBRID 24" BOX 10 TREE 20' O.C.
FEBCO 825Y-BV-1.00 BACKFLOW PREVENTER SOURCE: CCWD 909-987-2591 • 'TUSCARORA'
INSTALL AT LEAST 18" ABOVE FIN. GRADE., NO RECLAIMED WATER AVAILABLE
W/ STRONGBOX SBBC-45 AL BACKFLOW COVER STATIC PRESSURE: 75 PSI SHRUB:
DATE OBTAINED: 12-19-00
O a JUNIPERUS SQUAMATA NCN 5 GAL 15 SHRUB 5' O.C.
'BLUE CARPET'
SAN BERNARDINO ROAD SCALE: 1"=10'-0nRAPHIOLEPIS INDICA NCN 5 GAL 23 SHRUB 5' O.C.
O 3� 'JACK EVANS'
NANDINA DOMESTICA NCN 5 GAL 74 SHRUB 2' O.C.
'NANA'
IMUGATION
PLAN �:
B
a PARTHENOCISSUS BOSTON IVY 5 GAL 14 VINE 15' O.C.
TRICUSPIDATA
4
5
14
`PNOS�;p
PLANT CALLOUT LEGEND:
1 3 4 3 4 3 4 3 - �
2 1 PLANT SYMBOL / ITEM NO.
10 7 12 7 12 7 12 U PLANT QUANTITY
A
a f
Dale
I 4 lArF 4F
0I
-- EXIST'G P.P.
-
�', EXIST'G P.P.
Z�l
- - _ -_-- DESCRIPTION OF REVISION DATE �PRovEO:
CITY OF RANCHO CUCAMONGA
EXIST'G CURB & GUTTER
4 2 4 4 2 4 A ST. LT. I CONSTRUCTION PLAN
4 5 4 4 5 4
MULCH COVER (TYP.) IRRIGATION PLAN
4 2 4 PLANTING PLAN
4 5 4
TRACT NO. 15955
SAN BERNARDINO ROAD
SAN BERNARDINO ROAD111=10'-O" APPROVED BY: DATA:
SCALE:
CITY ENGINEER ;)1/LfZjZRCE: 4953
DESIGN PUN PERPARED BY: RECOMMENDED
T.L. BEN LUNDGREN & ASSOCIATES
PLANTING PLAN DRAWN 1110 E. GREEN STREET, SUITE 404 SHEET
L-2/2 L-2/3 L-2/4 PASADENA, CA 91106
1.1 . III (117n) 1" 0',44 rAx (117e) Pm 2514
CHECKED R.L.A. NO 3109 DRAWING NO.
B.L. DATE 09-26-01 FILE NO 121200 17 Q7"
-- run rvr•r q"T wn nP
24" STRONG BOX MODEL NO:
S8-24SS/120V
_WY1f STRAP"
HARDSCAPING(SEE NOTE 4) ❑ �' tiT110100 � S WLSNEN 4•LAYER OFMIEC7I
LOCAL CODE. GRONHrOP SRf1W1SNEA0 BTR7F1lR TO
ENCLOSURE TO O GROUNDED PER ABSfARLY NA.CH TD TAPER AWAY FROM HELD SO'ABOVE PMtVl OAACE
UND ROD TO BE
yy y� •r.H(-- INSTALLED INSIDE ENCLOSURE. ON
�p
f'XN•'.J nom: t7�r�nN .•a•' rNmemw
�.C. �► 1i';. ;. �:<. • i. . CONTROLLER SIDE. (yFLACFE •f v't.n r,•.;� •'c'
IE-
III I L I I I I-III I i l- NP"z I
_ J
FINISH II I I L
GRADE oamm f x "D(L
OOIICIIETE PAD(lHIQ1H tdV11l9S
-III- I I-Ili MIN. i i i i 3'-B" X 3'-B' X CONCRETE A�q tt L i TO D �Jti AT
r tff
FOOTING INSTALL A MINIMUM OF r•
it 3" ABOVE GRADE AND SLOPE SEE LEOEND FOR MODOL
CLEAN BACKFILL - SEE I * TOP TO DRAIN AT MINIMUM OF 2%. AND �lIBH OiftADE
-III- ., 6 ,sI
_I=1_ 90% COMPACTION REQUIRED oD —
I I WE THFIO"PAD
eV -III I I- III III I I I IIT III III 3�*.14040 PYC/CC •`� ••• f•"=.t• '
PROVIDE 6" MIN. OF SAND
-ILII I BEDDING AND SHADDING - - ftACn COIL
120 VOLT WIRE IN RIGID STEEL I 6' I
CONDUIT (PER LOCAL CODE) 90" SWEEP
WH 40 Pvc VALE
EY j
I I I To POWER SIDE OF CABIN (Tl P.) ' •, R +u ADAPTOR
_ -III . . . . . . . . . . . . . . . . I I-1 _ -
- I I-I I I I— CONTROL WIRE SLEEVE - f.IIN To 8YS1E1t18
HEAVY DUTY WEATHER - RESISTANT FILLED LAMT I OCATED OUTSIDE
� t •t =� i
_ SIZE PER PLAN INSTALL PHOTO ELECTRIC SWITCH FOR SECURITY F , BOX. INSTALLATION/LOCATION
—III LIGHT CONTROL AS REQUIRED PER 1 PER CITY AND CALCENSE REP. COIiCFitT1E11IRU8TA� fl�{ly �RAM &Vd%"�,eT p.6TPC
Tg�
-III-I III ADJACENT TO PRESSURE PLANS. ® 1 rI<R CG1ND Sf
SUPPLY LINE MAUR�xvrttTREtTIu
i—III —I I ELECTRIC METER PER SCE IIID PIPE+V�RELATED FTT"WO 6MAU W KR CUCAMO M OOLWY f LATOW 1411
i-I I WATER DISTRICT STANDARDS,OOA'TRACTOR WPA-L VERIFY WITH
PRESSURE SUPPLY LINE CALS1 NSE CONTROLLER MODEL NO. L-� I CcWD PRIOR TO OONSTRUCTION. NON PR WJW LATERAL UNE
_ PER FLANS.
I —III—III—I —I I _ SLEEVE - SIZE TWICE REFER TO CONTROLLER -1 I MDT"
� LOCAL C01�� ANII OMM� = IEOLMIgD
I.; III 6" TYP I—III DIAMETER OF PRESSURE INSTALLATION STD. 1 J INSTALL PER
LOCAL STMIIDATAMIMMRJ�tOFfM'!'ROMMM
—�� SUPPLY UNE I
TIMEDSECUR UIRE r STRUCTlFeE80R+iARDEOAPVID Metl
TNAEF REQUIRED PER L
1.LOCATE MMtTDI•RIUMWlIW.0M,%V09CAFNO.MOWSTTUF3
NON-PRESSURE LATERAL ` FINISH S MOUNT T TEST OD Q ON�O�"J� 'M
LINE SLEEVE - SIZE TWICE GRADE 8' GROUND ROD 4 ORIENT UNIT PAAAILEL TO STREET. t.SE�ONOF
A�V ALL"R THI FADS
NOTESDIAMETER OF NON-PRESSURE 2" SCH 40 CONDUIT I I I I I E$WEN LWT WVT 4�f.�S WH5VER F'OKt�E i WALL HEADS WITH WTEW<k CHECK VALVF AVID PFE�UIE COMIPENS"M
FOR :ECURfTY LIGHT MIN. I S.OLM.EDC FI TV".AFE F1101FEO FOR CON'dECT10N8 OF 4.WADCON ECflON AT BOTTOM KET ONLY.
1 1 I RIATLIRE AS PER THE IR RATION"
1.�ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE WIRIN,. I ? 120 VOLT WIRE M R14'10 p911+ILARYETAIR.
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. "; `' y, STEEL CONDUIT (PER L VALVE PEA STD,IIB RFOIL*VDC RPM IIACRFLlW110RE+IEFfTBR
3. ROUE SLEEVING AROUND HANDICAP RAMPS. ; ; :;; ;; — LOCAL CODE) tA1EN MAJHIINE IB Y OR LARC•E7t.
4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY —
STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW
STRUCTURAL SECTION). _
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPROVED �Y CITY OF RANCHO CUCAMONGA, CALIFORNIA ,,, „�„� 6- f , - ,,,�„IC,BY
STANDARD PLAN n APPROVED .Y. CONTROLLER ENCLOSURE W/PRESSURE REGULATOR
STANYMRD PLAN
STANDARD PLA" HI-POP SHRUB SPRAY
TYPICAL SLEEVING 533 _ - TYPE A 522 anlwam •R DAT. ,,,E,�,,,.,�.,,,� ,e,,,t,,,� �.At ,�,o„ 517 C0 14„ ,4 539
SS ~101 DATE U.E wfTM{I/Y11Mbt2fRGKMJIT10M6 cJN MlfltK l•OI.ta DDrRTA41('Tll]II
CITY ENGINEER GATE USE WITH STANDARD SKCIfICAT10NS FOR PUBLIC WORKS CONSTRUCTION CITY ENANEER AC.e a/MtrlOit
R.C.E. 24953
SHEET I Or l L!LR.cr - 24953 DATE USE WITH STANDARD SP[CMICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
9
61 3 1
�- TO SPRINKLER - ANGLE PIPE TO
SPECIFIED DEPTH WITH 45• ELLS
STAND ADM CONTIROILLEIR WITH ANTENNA SCH 40 PVC MALE ADAPTOR
t ANTENNA PM SCH 80 PVC UNION _ •
XY FILLEb H OCATEO CONNECTORS ORS EQ AL
OUTSIDE OF BC C FLASY1C VALVA tox E COVER 1111111111ILMM OR BRASS OR PVC NIPPLE
INSTALL ATION'LOCATION COAXIAL 09" ETCHEO•W{CARBON OR EaHU %WDSCAPtNG ELECTRIC CONTROL VALVE ROUND PLASTIC VALVE BOX &
PER CITY AND +A►LSEN3E
COVER ETCHED "IRRIGATION GATE"
(CARSON OR EQUAL)
REPRESENTATI'/E �;j� ttl ATGRADE M LAW#1 AFEJLR e,MIlt 5 PLASTIC VALVE BOX
�I`il 1 CALSEWSE OONTAOLLER fP ABOVE GRADE as jHRI � (MARKED "IRRIGATION)RCV'
II•' + MODEL NO PER PIJNlB AND OR( IM ER AREAS w tr ETCHED WITH CONTROLLER M1 FINISH GRADE
A��:.• � CARSON OR EQUAL
RN"JH1 GRADE
_ AND VALVE SEQUENCE
NIfAAil CAL!@ISlE ----- -----• - - KSTAti CONDULETTE W1
TP I t0 DEEP WP V BOX •,••• ••�•• •• 6" MIN
120 VOLT DI�LEX , CAi>lENSE MAPNE3E 6 • • • < FINISH GRADE VALVE - 1 1�2. OR SMALLER WITH
OUTLET IOFQ ( 33 DNP OU" T
COUPLM VALVE
RESET WITH PURPLE STA(Nt_ESS STEEL HANDLERLIBBFR CAP SIDEWALK MOISTURE ILJENT WEDGE - 2' OR LARGER WITHAfwlESS STftl S0 E VALVE 2" OPERATING NUTTRANSIENTPItOTC(`T10NBOAib M"JMAm/10ES WHERE iXY COATED
••" REQUIRED 3w WASHED VALVE
CRLISH4I 3' PIG TAIL EXPANSION 40
ADGRt4ATE eA • . , . —
•�•�•� �.• j.• •... fJ;;
LOOP (MIN. 24" LONG)
ENCLOSURE MOUNT
. . y
FLOW BRASS ANGLE
SCH 40bRAS3 NlPPLLr VALVE W/UNION 3 r3
BCH 40 BRASS NIFPL.E. 0
1.IN 3
3/4" WASHED
1.INSTALL COF'TTHOLLER FLIT I".MkRtTED�AND MRLDCJY. � ..
MOOTO LOCATION TO APPROVED N FEtO BY THE CITY!!SE ECTOR ��L CRUSHED AGGREGATE
t CONTROL WIRE SEQUENCE TO OORRESF'OHA TO THE PLA"DESKtN R,p • : y,
SEQUENCE Of REMOTE CONTAOI VALVES c. p.P
2.RUN ONE EXTRA WIRE(COLOR:ORAI40Ef TO FARTHESTRGY ON EACH '— —
BRANCH OF THE W"W FOR RITU E USE. PIGTAIL EACH ORNIOE SCH 80 PVC NIPPLE
WIFE AT THE ENUOSURE
4.COMMON WIRE TO SE WHITE AND CONTROL WIRE TO BE FED M COLOR BCH BO PVC 80 am 40 aRA,SB"91 CONTROL At COMMON WIRES
L NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE 8TREET ELL , ro
CONTROL VALVES. PREt..SURE SVPPLY SCH 4*eRASs"I
UNE FITTING 9TRErT ELI. — „ •
B.ANT.1 ANTEI•NA.PORT TO BE COPNEY:TED TO OKUTAL TRUNK RADIO •�.
{DTF12T MID BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER — —
EYB�M PRIOR TO ACCEPTANCE, pFE3gUpE SUPPLY LINE �STAKE
).ALL SICTRICAL DEVICE&SHALL BE GROLhM PM LOCAL CODE
BRASS NIPPLE 3/4" WASHED CRUSHED
mm: SCH 40 PVC SXSXT TEE AGGREGATE BASE
1. PLACE A017RE0A M MIM TO 1"TALLATIOII OF VALVE KIX PRESSURE SUPPLY UNE NOTES:
NOTES: 1. PLACE AGGREGATE PRIOR TO NSTALLATION OF VALVE BOX.
1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING.
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS.
3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
- - - VALVE NUMBER.
p.
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA ,,, VALVE NUMBER.a
APPROVED BY: CONTROLLER ASSEMBLY STANDARDP`A" � �`'�°� GIUICK COUPLING VALVE WITHIN VALVE STANDARQPLAN � CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
— INSTALLATION - TYPE A 524 — BOX-FOR NON-TURF AREAS 535 ^Ar"RDVE° 'Y' REMOTE CONTROL VALVE WITH STANDARD PHJW �APPROVED SY' VALVE STANDARD PLAN
DA USEWITHST/NDARDSPECIFICATION3FORPUBLIC-WORKSCITYENOINFER Imn _ SE SHUT-OFF VALVE & UNION 518
520 _ - 3 or smaller
R.C.E
1 OF 1 `24 SHE�t t s CITY ENGINEER DATE UWITH STANDARD S►ECnCATIONS IOR ►URIC WOMB CONSTRUCTION s CITY ENGINEER DATE RA[ W7tN STANDARD S►ECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
I�R.C.E. 24953 SHEET l of 1 WR.CE. 24953 SHEET 1 DF 1
10 7 4 2
Ll Nn ,
WHITE SAKI �'ure
BLUE 3 -31-0 3 Pxf
I f+ Da:e Q
REDtKrK
CONCTOR OREQUALl�lE Or C At�F���\
PIG TAIL EXPANSION
III—( III—III FiMATION CONT111CILLMLOOP (MIN.24" LONG)
ui ui 2 III I I I I I L I I PLASTIC VALVE BOX (CARSON OR WI
RECONNECTIONS LL
n_cr -III EQUAL) WITH PLASTIC INTEGRATED
CLEAN BACKFILL - SEE LOCKING UD. PLACE AT GRADE IN c
- SPECS. FOR MATERIAL TURF AREAS AND 3" ABOVE IN y�
SOX COMPACTION REQUIRED PLANT BED.
r
-III
HE PIG TAIL EXPANSION
—I NON-PRESSURE LATERAL UNE: LOOP (MIN.24" LONG) '` ac (COM
9TM6)
III I I— SCH. 40 SNAKE PIPE IN
II TRENCH BLUE
I ��I F '4 DESCRIPTION OF REVISION DATE APPROVED:
PRESSURE SUPPLY UNE: MARES �:
n _III
III_
—I III_ SCH. 40/CL 315 SNAKE RED MASTER CONTROL
-III I I=1 j PIPE IN TRENCH VALVE CITY OF RANCHO CUCAMONGA
-I I I-1
+ CONT1tOL WIRES - BUNDLE FLOW METER
AND TAPE AT 15'—III I —II NSTALL ADJACENT TOC. AND SSZE AS OW
PRESSURE SUPPLY UNE METER SZE
i-Ili- I_I I I_ AS �
FLOW METER IRRIGATION DETAILS
DI FLOW R 511E
IIS—� 6" TYP PROVIDE 6" MIN. OF SAND
BEDDING AND SHADDING
MINIMUM DISTANCE DOWNSTREAM OF
OFNTERRUPTED FLOW METER PIPE (5X DIAMETER TRACT NO. 15955
MINIMUM DISTANCE UPSTREAM of
NOTE: SAN BERNARDINO ROAD
UNINTERRUPTED PIPE (10X DIAMETER 1. PIGTAIL AND LOOP CONTROL WIRE AT 90" CHANGES IN DIRECTION. OF FLOW METER SIZE) _
. . I., -I 1.1—. .. ..".
3" AND LARGER 24" MIN. DEPTH AT`POFYVTT► AV•
W r lc Lurl�in,nnn4ILLLZ4) , ,
nes; v
� DESIGN PLAN PERPARED BY: RECOMMENDED
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA RP �T�Y �T /��r� Cfin/
p A"ROVED BY, STANDARD PLAN ,p APMlC+VED �Y' STANDARD PLAN T.L. BLL\ L NDGRE & ASSOCIATES
TYPICAL TRENCHING 532 FLOW METER INSTALLATION 516 DRAWN 1110 E GREEN STREET, SUITE 404 S��
PASADENA, CA 91106
CITY ENGINECR DATE US[ WITH STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DAT US[ WTTN STANDARD tIPECIFICATIWM FDR ►URN WORK( CONSTRUCTION SHiET 1 � t
R.CE.—24953 sRtET 1 a t R.C.[. 24953 T.L. TEL (626) 535-9544 FAX: (626) 535-9534 L_3 OFA_
8 5 CHECKED R.L.A. NO 3109 DRAWING NO.
B.L. DATE 09-20-01 pU,g NO 121200 P q-1- L
PROJECT SHT. NO OF
NOTES:
^ 1. REMOVE NURSERY SAKES
STORM DRAIN/UND�GROUND ( Y l^
UTILCR 1 2. STAKES TO BE PLUMO AND
^ / PARALLEL
l 3. STAKE TREE PERPENDICULAR
TO PREVAILING WIND.
I ( 4' OF COMPACTED WOOD CHIP N
IN. _ _ _ I I MULCH. l
' SIDEWALK UTILITY HARDSCAPtNG (CONCRETE HEADER, FINISH GRADE v �v wLL E
S L CURB & GUTTER, SIDEWALK, ETC.) i I�
r �/ U $
CURB AND GUTTER--" METER 10' 5' vl 12" TKbNTLY COMPACTED 3' BERM TO FORM TOP TE TO BE PLACED AS
W
`� DEPRESSED WATERING BASIN. LOW AS POSSIBLE ON
:k * MIN. MIN. U� /�L� FPR p TOP
TOP OF ROOTMI EXTEND 2 ABOVE TO v 4' 101000 CNIP MULCH. fNOT SO LOW IDC of THESUPPORT OR �TO L BLIT HEOF TREE WHERE
AD
GROWTH F4IBif PERMITS
ff4 FINISH GRADE THE HEAD TO DROP. (MAIN TRUNK
SCREWS TO d LODGE PPOV E ZED
24'
SIDEWALKITT-TI i4
,I 2' DIA, LODGE POLE PINE STAKES
DRIVE A MINIMUM OF 6' INTO
FH DRIVE S.L. r 1 �O �� _ WOODUNDISTURBED SOIL APOSfT ON
Q I APPROACH J I� - -
SHOVEL CUT EDGE COMPACTED - STAKES OUTSIDE ROOT BALL..
CURB AND GUTTER-/" NATIVE SOIL _ _
5' S' 10, 1 ROOT BAIL FRONT YARDS.
IN TURF AREAS AND
MIN. I}c
TOP OF ROOTBALL TO EXTEND 2'
ADM ISH GRADE.
UNDERGROUND - -
PLANT PTT TOTIMES THESTRUCTURE Nlq. - - - WIDTH OF THE ROaT BOLL 11G1rtLY COMPACTED 3' BERM TO FORM
CATCH BASIN _ _ WATERING BASIN FOR RESIDENTIAL AND
_
TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE
- III OUTSIDE OF PLANT PiT. BERMS IN TURF
NOTES' _ - Imo' AREAS TO BE REMOVED PRIOR TO CRY
NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 111111����LLLLLL ACCEPTANCE.
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CRY ENGINEER SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. T Tui1T /
2 MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND NATIVE BACKFILL WITH _
2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT INTO EDGES AT GROUND COVER AREAS. ROCKS GREATER TwaN
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. DWAETM.
3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE iot 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. UNDISTURBED NATIVE SOIL
PARKWAY TREE AT A MIN. OF 25 FROM BCR OR ECR. 4. PLACE NO MULCH WiTHIN A 6" RADIUS OF THE CROWN OF A WOODY PLAINT.
4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND
FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY NOTES: ROOT NATIVE BACKFRL WITH NO
OWNED NATER do SEWER LATERAL LINES. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE ROCKS GREATER THAN 3' DIA.
5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. OF ROOT BALL DO NOT CRACK ROOT BALL
6. STREET 'REES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DMSION.
NATIVE SOIL IINDiSTWJRBEO
7. STREET 'REFS SHALL BE PLANTED AND STAKED ACCORDING TO THE CRY
STANDARD PUNS.
TWICEWIMH
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPROVED BY. STANDARD PLAN n APPROVED BY, STANDARD PLAN n APPROVED RY. STANDARD PLAN APPROM BY' DOUBLE STAKED TREE STANDARD PLAN
TREE PLACEMENT 501 MULCH INSTALLATION 509 CONTAINER PLANTING 506 _ 5 GAL - 24" BOX 502
CITY ENGINEER DATE USE WITH STANDARD SPECMICATOW FOR PUBLIC WORKS CONSTRUCTION fil[ET 1 OF 1 CITY ENGPCER DATE USE WITH STANDARD SPCCfFK:ATKM FOR PUBLIC WORKS CONSTRUCTION 1 I CITY ENGINEER DATE UK WITH STANDARD SPECIFICATIONS FOR WBUC WORK? CONSTRUCT10N SHEET 1 �1 CITY ENGINEER DATE IPE WITH STANDARD SPECIFICATIONS FOR PU/LIC WORKS CONSTRUCTION fiEET 1 � t
R.C.E. R.CE. t 'S13F R.C.E. R.CE.
24953 -2-�.-
9
61 3 1
N
NOTES: ( 1^
1. SLOPE IN TURF AREAS: W E ^ l
a. BETWEEN CURB AND SIDEWALK/TRAIL - 2X l v
IN. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX.
(1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4.1 WALL
PERMIT TED IN LOCAUZED AREAS WITH CITY ENGINEER'S APPROVAL ;op
PV
v �v
2. SLOPES IN SHRUB/GROUND COVER AREAS: * l Vr
a BETWEEN CURB AND SIDEWALK/TRAIL - 2X
TOP TIE TO BE PLACED 115 LOW
b. BEHIND SIDEWALK/TRAIL - 2X MIN. TO 3:1 MAX. AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD
(1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WALL BE PERMITTED CONCRETE HEADER - 1/2" RADIUS ALLOW FOR HAND FLEXING OF THE TREE. F TREE PE ERE SPECIES GROWTH
IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED EXPOSED EDGES AND FINISH PER PLAN BUT NOT SO LOW AS TO LOSE SUPPORT
THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE OR ALLOW THE HEAD TO DROP. ,� TRUNK
2 IN PLANT 13170 BOBBINGS)
3. DEVIATIONS FROM THE ABOVE CRITERIA WALL BE CONSIDERED ON A CASE v
BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. 6" OR 8" * SETS t2NCH TIES
EE NOTE FINISH GRADE / ADOF FINISHRO TO EXTEND Y GALLVAN ZED SC�SATO 3 WITH
ORIOPM GRADE (\ `� NATIVE BACKFILL WITH NO ROCKS it MAXIMUM LODGE POLES.
r DIA. LODGE POLE PiiE STAKES
jirr.►. _ _ GREATER THAN 3• DUMETER.
-II - ( At4r I -_- J" BERM TIGHTLY COMPACTED IN TOP of ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAN,
" I I-i I I I I-III-III= PLACE TO FORM WATERING BASIN. 2' ABOVE FINISH GRADE p URBED SOIL AND IPOSfT10N
IIS I) :k:
ORIGINAL GRADE STAKES OUTSIDE ROOTBALL
II + II 3' BERM TIGHTLY COMPACTED
III 3 RE-BAR CONTINUOUS IN PLACE TO FORM WATERING
11 I I i I I-I I li UNLESS OTHERWISE INSTRUCTED) -
BASIN. LOCATED OUTSIDE OF
_ PLANT PR.
GROUND I Roar BALL
Z�j
COV.- -
PLANT PR TO eE (2) TiMES THE NATIVE BACKF1tL NRiH
- - - - - -
WIDTH OF THE T BALL NO ROCKS GREATER
-
TURFS: MIO Mia OUTSIDE PUBLIC R.O.W. I -i i T- THAN 3• DuwETER ROOTSA -
IITIMES THE WIDTH -
TURFSHRUB THE ROOT BALL
-
AND
GR 6
GROUND COVER 2l�G A7TP7;-_�
---- _ UNDISTURBED NATIVE SOIL. - -
WITHIN PUBLIC RIGHT-OF-WAY UNDMTUReEo NATn�
(SEE NOTES HEREON) NOTES:
1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION NOTES:
JOINTS AT 20'-0" O.C. 1. UNTANGLE MATTED ROOTS BY LOOSEWW ALL ROOTS AT EDGE
2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND OF ROOT BAA. DO NOT CRACK ROOT BALL. NOTES:
GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND
PRIVATELY-MAINTAINED AREAS. 1. REMOVE NURSERY STAKES
2. STAKES TO BE PLUMB AND PARALLEL
3. CONCRETE TO BE 520-C-2500 MIN.
3. STAKE TREE PERPENDICULAR TO PREVAMNG wlNo.
A
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
I I I APPROVED BY. I APPROVED RY,
. APPROVED BY, STANDARD ►LAN APPROVED BY STANDARD PLAN o STANDARD PLAN n STANDARD PLAN
CONTAINER PLANTING ON SLOPE
ALLOWABLE GRADES
CONCRETE HEADER DOUBLE STAKED TREE ON SLOPE
_ 541 534 _ 507 _ 505
CITY ENGINEER DA TIE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION $EET L DF 1 RCITY CL ENGI.,EER DA USE WITH STANDARD SN•EGFTCATIONS FOR PURR WORKS OOMSTRUCT10N LITY ENGINEER DATE USE WITH STANDARD f►fCI1CATKINS FOR ►URIC WORK. CONSTRINCTION CITY ENGINEER DATE UB[ WRAP STANDARD SP[Cl/1CATIONS FOR PUBLIC WDMCf CONSTRUCTION
R.C.E. 24953 X4953
SHEET 1 I! 1 R.C.E 24953 SHEET 1 1 R.CL 24953 SHE" t 1
10 7 4 2
DoeeLesTONE :+t N R.O.W. RAT SIDE UP
SAN CqP
v
r PCC Mow aGL1X1 rDmAw
P!R Cm M.Su1001 MORTAR AINTTI Boewwc AA4a"
,�.,. TO ACCENT COBBLE opt rsrow R.RETE �``i T'y�• ', �G'( ?r�T
MORTAPEVBN
r MBACLM
AND WA
LaJ I _y
ALX
7 MINIMUM ow '
,.I WVERNEA'H ODW F.STONIE
7+
H am ���� �6-F�AT REQUIREMENT
ONE BALM OF SSPACINGJ' LI a e Q
sIOe++AIx oR a>A coeetrsTaNE
LIMiT OF PUNTER AREA
OOF1G!'tE IIT Af'M BED
r RR'
r
MAIL MORTMlDtTDlIE RJRAL!
O�TFf
comm. CM �
A CONCAFTE SED "83BAR CITY
DESCRIPTION OF REVISION DATE
I>�1N GABBLE APPROVED:
rrlrL trRaL RRA.
OURS BdIT11s1 FM M CITY OF RANCHO CUCAMONGA
NOTE:
k�
PA '. ALL (T AND GROUNDm CaTBE PLANTED AT EQUAL PLANTING DETAILS
aTYSTD.BSR •'�� - - •" � ' �'"• • • SPACINGTNG (TRIANGULAR) UNLESS OTHERWISE INDICATED ON
r�: ::�;; ', %�: ;•`�;�f�.••• PLANS: SEE LEGEND OR SPACING REQUIREMENTS.
!MN I C UM RAG.
• - s : 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
Nb1Wt SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER
1. 00"CRETTOAVISMD-Mi. JCSNATNOW AN"ITYP4 SHALL BE PUNTED AT ONE-HALF THE DESIGNATED SPACING TRACT NO. 15955
1 ROCK SIZES.WISSOTHEawf SIVCFIED.1W&LK' FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
BOLI UERG MAX.70-MIH 70
C400,LESIutS MAK Ir MW.rWITH OHEFLAT WIOE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES AN BERNARDINO ROAD
a SOMI";%W-LHAVE 0EWEDMENT,CoeBUSSHALL HAVT"pfeEDMBR. OF PUNT MATERIALS. PUNT QUANTITIES INDICATED ON THE
AL ALL SPAC I-S BF-NEFN STONES S-WL BE FL1F0 NTH MASS II MORTAR 1 PART CBJENT
TO 2-112 FARTS SAND.7000 PSI PORTLAND CEMENT CONCRETE NO'DRY'•PACr B Au.D4M LEGEND ARE ESTIMATES ONLY.
S A SAAIPLI ARE&WN.b 80 FT.SHAt BF APPf10VED BY THE CITY INSPECTOQ•PRIOR TO
APPROVED BY: DATE:
a PRpCEt(ANr,mIH nL1IAiNINa ROCK wrmK LANAI RE StwU POSITION OF ALL MOCKS TO Of APP110V®B"/T11E o1F'N M'ICTON.
7. NOOKS Bi tALI OE 810007H.HOUNDED AND HIST OF O&WCTgNMLF DIS"WRAIK)N8 A EXCES"MONCONTENT.
IL AL1 COWL FSTOIf WAt SNAL I HAVE R x R CONCRETE HEADER AS AN EDGE AT PLANTn+D CITY ENGINEER RCE: 24953a ROCx9GAPE SHOULD FOLLOW GRADE 1MHEHE SLOPES EXIST AND AEAPNTAM A 2%MIN.AT ALL TIES WITHIN TIE 0.O W.
CITY OF RANCHO CUCAMONGA CALIFORNIA DESIGN PLAN PERPAREo BY: REco>� D
� CITY OF RANCHO CUCAMONGA, CALIFORNIA
APFft'"0 BYRIVER WASHED GRANITE: STAK)AMPLN n APPROVED BY, SHRUB AND GROUND COVER T.L. BEN LUNDGREN & ASSOCIATES
STANDARD PLAN
COBBLESTONES 542 _ DRAWN 1110 E. GREEN STREET, SUITE 404 SHEET
PASADENA, CA 91106
CM CM 000-*FA DAM USE WITH STANMM WOCeICATIO""R.WUC WDA►XB CONBTIR)C1TpM B)MT 1 OF ICITY ENGINEER DATE IPC WITH STANDARD vtCKRATK)NS FOR PVRIC WOW CONSYRVCTION
R c F IL'R.c.E. 24953 - �_
WHIM 1 DF 1 T.L. TEL (626) 535-9544 FAX: (626) 535-9534 OF
5 CHECKED g•jA... NO 5109 DRAWING NO.
Q B L 09-26-01 121200
V DOTSFILL NO
PROJECT SPT. NO. OF
_- _. _ - __
6.Pressure supply line and lateral line seating-48 boars E.Line Clearance: P.Vandal Resistant Contra%Enclosure. D.Brass Pipe and Fittings: 6.When armpletod and apprmrod,the chat shall be hermetically sealed between CITY OF RANCHO CUCAMONGA
two pieces of plastic,each piece being a minimum 20 mils. IRRIGATION SPECIFICATIONS
1. All lines shall have a minimum clearance of six inches from each other I.Controller enclostm shall be of size and shown on the Irrigation L Where indicated on the _ ' � -'"
1.Coverage test-48 bows (� ryPe B�+t Drawings,use red bras screwed pipe conforming b .>__ ._ ,_ _ -_
and twelve (12)inches from lines of other trades,with the exception of the Drawings and Irrigation Detail sheet. Federal Specification#WW-P-351. 7.Tbese charts shall be completed and approved prior to the final field
8.Final observation-7 days control wire slei which shall be installed adjacent to pressure supply observation of the irrigation system.
line. Parallel lines shall not be installed directly over one another. 2.A backboard shall be secured to the oonuotfa enclosure having to provide a 2.Fittings shall be rod hires:conforming to Federal Specification#WW-P-W. SPRINKLER IRRIGATION SPECIFICATIONS X E R 1 SC A P E ASSESSMENT SYSTEM SUMMARY
B.Wben observations have begirt eothdm other dram the Cityof Rancho Cuearnonga, base for mounting the automatic sprinkler controller and terminal strip. D.Opel*6 and Maittter ante Manuals
show evidence in writing of when and by whom thew observations were made. F.Auenmatic Controller Assembly: E.Copper Pipe and Fittings: PART I-GENERAL
3.A 117 vol duplex box shall be provided with in On/Of f switch,and a 117 1.Prepare cess deliver to drc City of Rmclro Ctiscwnonga wid»rt tote calender POINTS REFERENCE
C.No site observations will cormmice without"As-Bail"record The install as per mouf ietmer's imtrnctiats. Remote cancel valves shall be eeereebd voltmeeptacle. Metal conduit shall rum from the 117 vol supply to the 1.Pipe: Type K,hard tempered days prior to completion of corotroction,two hard-cover,throe ring binders 1.01 DESCRIPTION CLAIMED (Sheet#/Ref.N)
�'1rtBs I. LANDSCAPE[Point Value]
contractor shall not all for a site visit without"Aa-Buil"record drawings,without to controller in numerical sequence as shown on the Drawings. controller housing. All power within the housing shall be property phased. corainiq the following information:
1.Filtin moron A.Scope of Wort: Provide sll labor,nhaterisM.trarrepertatioth,and services necessary b
completing previously noted corrections,a without Preparing the system for said 8s BM copper,�j�type. 1. Water conserving plants. 210] 20 L-2/1
visit G.High Voltage Wiring for Automatic Controller 4.A temriral strip shall be prae�ded clearly nhdiating the proper points of a.Index sbeet which stain Coahactots name,address,and telephone furnish and install the Irrigation System as shown on the Drawings and described
convection of all appropriate wiring(station valves,master valve,oornmoe, 3 Joints stall be soldered with silver solder,Me silver,I5%copper,16%zine, number,and which lists each installed equipmertt and material item fin• 2. Turf limited to 25%(45%residentlai.1201 20 L-2/2
CONCRETE SPECIFICATIONS 1.120 volt power connection to the stomatic controller shall be provided by on central control). 24%cadmium,solidus st 1125°F,and liquidtu at 1145°F. including rhamcs and addresses of manufactures local representatives.
Contractor, b.Catalog and parts shots on every material and equipment item B• ' AD work materials shall°DmP1Y governing uxtdes, y ceder, 3. ?lanes grouped by wanting nee[IOj 10 0/3
PART I GENERAL Q.Misallaneom Irrigation Equipment: F.G*Valves: installed under this Contract. standards,end regulations,and mat tine minimum requirements of the Standard 4. Hardscape(non-irrigated)surfaces.[10j 10 L-2/4
2 AD ekctrical work shall conform b loul odea,ordinaras and union c.Guarantee statement, Specifications For Public Worsts Construction(Gran Book)latest edition
1.01 Description authorities having jurisdiction. I.Refer to the irrigation Plans for sizes and types of miscellaneous irrigation 1.Ball Valves(I'A'and Pull" d.Canplete operating sed mainte.,M"6rstrtxtrotn on aN saga 5. Permeable paving.(SJ - -
H Resote Control Valves: �rl>� a Ball valves shall be a 125 h SM bronze valve with threaded ends ad w � 1.02 QUALITY ASSURANCE R REQUIREMENT'SFa eoecrete infomratioe refer b the Standard Sporiffcad ne fir Pabfie WorksCoestrnctioa 6. Low-water turf varieties.[5] - -
(Green Book: Edition per the City of Rancho Cucamonga). Refer to Sections 4,201,303, 2.All miscellaneems irrigation egvipttrem shall ben specitled a approved sell be equipped with a stainless steel handle. 2.h addition to the above mentiotned mnairttenstce trpmttala,provide the C"rty's A.Permits and Fora: The Com►tractor shall of>taith and pay for eery land all pem>la and aB - -
and 400,as well n any other sections related to the installation,per and post installation of 1.Install where shown on the Drawings. Where grouped together,allow at least equal b.Ball valves shall be Nibco T-585-70-66 or approved eual
q . maintenance personnel with instructicms for major equipment and show as i� 7. Mulch provided in non-ground covet areas.[3j
concrete wort,materials,labs,and clean-up. The Standard Specifications for Public Works twelve(12)inches between adjacent valve boxes. Install each remote control e.All Ball valves shall be installed per detail, evidence in writing to the City of Rancho Ctncarronga at the conclusion of the 8. Soil amendments.[5] 5 L-6/5
Construction is available from: valve in a separate valve hoz. PART 3-EXECUTION Project that this service has ban tendered. followed
Mmutacturers Dilations: blseufachrera directions sed detailed drawimtga:batt be
2.Resilient Wedge Gate Valve(2"and larger) followed in all am where the manufacturers of articles used in this Comract furnish Total Points Claimed: 65
B[Building News L FharAing of System: 3.01 OBSERVATION OF SITE CONDITIONS E.F.gtapmehrt to be Ptrmished:
directiom covering points no shown in the Draw•inga and Specifications. [Minimum Points Required: 601
3055 Overland Avenue a Ross UM Wedge Gate valroe sett be epoxy coated and equuiPPu'd with C.Ordinan►cra and Regulations: All loadme
, ericipul and state laws,ad lades ad
Los Angeles,CA 900M 1.After all new apt inflict pipe fines and risers are in place and otxmected A A.All scaled dimensions we app aximste. the Contractor dog check and verity all a 2"operating nut. 1.Svppty a a pat of this comso he following bots: regulations governing a relating to any potion of this work arc hereby incorporated
(310)202-7775 necessary diversion work her bean completed,and prior to installation of sire dimensions and receive approval from the City of Rancho Cucamonga prior to b.Resilient Wedge Gate valves shall be No.403 RT-RW a supplied by II. IRRIGATION[Point Value]
sprinkler heads,the control valves shall be opened and full head of water used proceeding with wort under this Section. Watts a approved equal. a Two(2)sets of special tools required for removing,disaaenNing and 'into and made a part of thew Specifications,and their provisions sell be caned out
1,02 Scope to flush out the system. e.AD Resiliem Wedge Gate valves doll be imrhdled per dletrhil. adjusting each type of sprinkler and valve supplied on this project by the Contracts. Anything contained in thew Specifications shall not be construed 1. Low gallonage irrigation synerrh.[20) 20 L-2/6
B.Exercise extreme care in excavating and waking near existing utilities. The b.Two(2)four-foot valve keys for operation of gate valves. to conflict with any of the above rules, regulations,a roquirernmts of the sense.
However,when thew Specifications and Drawings all for a describe rnateri 2. Automatic controller.(201 20 L-2
Famish alts install eD concrete sea}oompMe a indicted on he drawings a a specified, 2.Sprinkler hada scall be installed only after fluahirag of the systrrn her been Coetrsctor shall be responsible for damages to utilities which arc caused by his G.Quick Coupling Valves: e.Two(2)keys for each automatic controller. or constn►ctioin of abetter o higher afath � /
incl but not limited to the Poll el One 1 ick ler k and matching!row swivel for five SMP, quality, gher dard,a larger size then using, owing: accomplished to the complete satisfaction of the city of Rancho Cucamonga. operations or theglect Check existing utilities drawings for existing utility locations. ( )quick co+nP key B R'erY (� 3. Desi¢red to wear plants by waaering needs.[10] 10 L-2/8
1.Quick coupling valves sell have a brass,two-piece body designed for or fiactior thereof of each type of quick coupling valve installed u required by the above rules and regulations,the provisions of tbese Specification
A.Pumish and ad aD steel, and anchors. J.Sprinkler Heads: C.Coordinate inadt%tion of naterisls' and Drawings shall take precedence.. 4. Soil moisture sensors. - -
reetforc•ing bona, sprnrkkr rrrcludirtg pipe,oro there shah be cob waking prrssure of l50 P.S.I. [I OJ
inoerfcreoce with utilities or other construction or difficulty,in planing tams,drubs, 2.the above mentioned equiprem shall be tamed over to the City at the
1.install the sprinkler heads a designated on the beads to and covers. 2. Ina valve shall be with a K size cowhzion of the project. Before final observation an am,evhdence dhst D.Explanation of Drawings: S. Rain st:nsors.[SJ 5 l-2 9
B.h>atall all iters required by other trades which see b be ask into coaertte. � 1� Drawings. �er ground Quick coupling 8 q� coupler hY• sty Prot /
be installed in this work shall be equivalentin all respect tothose itemized. and type shall be as shown on the Drawings. the City has received material moat be shown to the City of Rancho 6. Wind sensors. S - -
Cysn 1.Dere to the Sc*of the DnwiiigR lt is not poeuibk to indicate all oAbets, [ j
C.applicde maw strips,footings for walk,forcing pouts bextches etc•,where D.The Contractor dhaD carefimlty check all grimes b aatiafy himulf that he my safely Ba fitting,slaves,ek.,which may be The Contractor shall carefully
2. of beads sell not exceed the maximum indicated on the before starting work on the iris mon ern. H.BscMow Prevention Units: & Y required. 7. Sensitive to sl factors. S 5 2 1
applicable. �°L""g � °� 8 ger 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING investigate the structural and finished conditions affecting all of his wort and ( ]
In no ase sell t1rc spacing exceed the ra cirmtm recommended by the 1.Backflow prevention unit sal l be of size and type indicated on the irrigation plan his work accordingly,furnished such fittings,etc.,as m y be required to 8. Reclaimed or recycled water.
1.03 Protection matsfecturer. 3.02 PREPARATION drawings. Install backflow prevention wits in accordance with the Drawings. (� - -
A.1laeuffinhg of PVC pipe and fittings: The Gtmttracts is dstrtiorhed b exercise arc is meet such conditions. Drawings are generally diagrammatic and indicative of
All finished concrete work sell be barricaded to pedestrian traffic for tree(3)days. 3.04 TEMPORARY REPAIRS A,Pbydicl layout: 2.Wye strainers at backflow prevention limits shall have a bronzed screwed boy bandling,loading,unloading,and storing PVC pipe and fittings. All PVC pipe shelf the work to be installed. The work shall be installed in such a marmer a to Tonal Points Claimed: 60
Barricade shall be placed imediately after concrete finishing. Contractor shall famish,plea with 60 mesh monel screen and shall be similar to Bailey#10013 a approved be transported in a vehicle which allows the length of pipe to lie flat so as not to avoid conflicts between the irrigation system,planting and architectural
at it to under bendier a a comerit ated external load at s int An section features. (Minimum Points Required: 601
and remove all of his own barricades. Contractor shall ha respomuble for arty damage to new The Cityreserves the right to make temporary repairs a necessary b kap the dptimkler 1.Prior to iristanatitm,doe Contracts shall sin dtrrte trot sfl presume supply equal. �1 8 Y Po Y
coostroaion and replacement or repair of the wort slhaD be made without added cost to the system equipment in operating condition. The exercise of this right by the City shall not linea,routing and location of sprinkler heads, of pipe that has been dented or damaged will be discarded,and if installed,shall be
City fa
relieve the Cofactor of his responsibilities under the terms of the guarantee as herein 3.All ptessun main line piping between the point of connection and the meplaced with new, instilled whether Piping, 2.All work celled o a the Drawings by nouns a details web be famished sod
specified. 2.All hyaat call be approved by the Cityof Rancho Cucamrongs priorb backflow pi ev enter shall be installed as required by local code. The r a riot specifically mentioned in she specifications.
1,04 Clark up installation. Contractor shall verify with the local governing body as to material type and 1.05 SUBSTITUTIONS
3.05 EXISTING TREES installation procedura prior to am of construction. Submit shop drawing for 3.The Contractor sett tho>t instep the irrigation n sti°'r°on he
wDlfinDy• mrngation dgaum
Upon completion of all concrete wort and before final acceptshce,the Contractor dell B.Water Suppfr. approval. Mf the Contractor wishes to wbsthlift any egaipmem a material for the equipment a Drawings when it is obvious in the field that obsmuctions,grade differences,
remove all tools, fus materials Where it is secessary to excavate lo Ss P Y by providing or es in area dimensions exist that mi root have been considered
sap apparatus,debris,etc.fico the site and the site shall be aulJscem exrstmg trees,ere Contractor thee!!use a!I maserials listed on the Drawings and Specifications,he may ob sothe BM
following mfoxmation to the C' of Rancho Cacumen for in engineering. Such obstructions a differences should be brought to the - .a_-- _�, _ - _ -:; .
left in a clean,nat condition acceptable to the City. possible arc to avoid injury to trees and tree roots. Excavation in areas where two(2)inch I.The hr igatim system shaft be connected towater aapply point(:)of L Check Valves: B ttY Ba aPP�al z ,.
and larger roots occur shall be done by hand All roots two(2)inches and larger in diamcher, connection as indicated on the Drawings, attention of the City of Rancho Cucamonga In the event this notification is
except directly in the path of pipe or conduit,span be tunneled under and shall be heavily 1.Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze I.Provide a statement indicating the reason for making the substitution. Uwe no performed,the Contractor shall an mere fuD responsibility for arry revision
wta rTed with burlap to prevent stirring or excessive drying. Where a ditching machine is 2.Ceanectioi shall be made at the approzirtak lotxtion(s)shown on the construction with replaceable composition,neoprene,or nibber disc and dell separate sheet of paper for each item to be submitted 00 y
rum close to tray having roots smaller Hain two(2)inches in dismcter,the wall of the trench Drawings. The Contractor is responsible for minor changes caused by attar) mat or exceed Federal Specification WW-V-51 D,Class A,Type IV. 1.03 SUBMITTALS
adjacent to the are shall be hand trimmed,making clean cuts through Roos one(1)inch site conditions. 2.Provide descriptive catalog litrntam,performance chaeta and flow ch"for
IRRIGATION WM and larger in diameter shall be painted with two coats of Tru Seal,or equal. Trend 2.And-drein valves shall be of heavy duty virgin PVC coinstnctam with F.I.P. tach item to be substituted•
adjacent to tin should be closed within twenty-four(24)hours;and where this is not C.Bectrical Sepply: thread inlet and outlet Internal its shall be stainless steel and A.Material list
1a �P�• PRESSURE CALCULATIONS
possible,the side of the trench adjacent to the era shall be kept shaded with burlap or Anti-drain valve shall be field adjustable against dram-out from 5 to 40 feet of 3.Provide the amain of cost sevinp if the wbstitatod sum is approved
1.NEW WATER METER(SIZE PER PLAN) AS PROVIDED BY CCWD,IS canvas. I.Electrical connections for any and all storrrid controllers sefl be e b madhad. Anti-drain valve shall be similar to the Valcon"ADV"or approved l'The Contractor shall famish he articles,egvipmieet haurtafs,a ptocrnes .
B.The C' of Rancho sell lave the sok 'bi' m or specified by name in the Drawings and Specifications. No substitution will be
REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL electrical point(:)of connection a indicated on the Drawings. equal, city Ctimcrnottga rcspomsr 1rtY• �'ptin8 Nater Meter / Size 1'
MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OFA QUALITY submittal item as an a mvod I to the equipment and materials allowed without prior written approval by the City of Rancho Cucamonpk.
3.06 FIELD AL1TY CONTROL �n8 su5' PI' u>gto Wui Pm Elevation r-,52j 1 f2
NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER 2,Connections sell be made a the appttntimeee loction(s)shown on the J.Control Wiring: hood on the Drawings and Specification. Static Pressure lei gh 8Q PSI - Lae 7
1. material list shall be submitsed to seat. .`Z.PSI
DISTRICT FOR COSTS AND INSTALLATION PROCEDURES, A.Ao strment of the System: Drawings. The Contractor is responsible for minor changes cause by acted Complete P P u>g Source of I nforn+ation ZUQAM0NG4 COUNTY WATER DISTRICT (CCWD) RUSSEL SILVA
site conditions. I Except a noted otherwise comations between he automatic mokotlers cod 1.06 GUARANTEE Material list shall include the manufacturer,model number,and description of Phone Number 909-987-2591 ENGINEERING DEPT.
2.TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, 1,The Contractor shall flush and adjust all sprinkler bads for optirrmm the electric control valves shall be made with direct burial copper wire all materials and equipment to be used Although manufacturer and other Oa t e of Information 12-19-00
FOLLOWED BY A PRESSURE REGULATOR(iF REQUIRED),FOLLOWED BY performance and to prevem m'ersn onto walks,roadways,and buildings as 3.03 INSTALL.ATiON AWG-U.F.500 volt. Control wiring installed in control wire conduit within A.The sm airline for the h i igal draterrh shall be made in accordame with the information may be different,the following is a guide to proper submittal
mach as possible. shall be with AWG-TW solid wire. Pilot wires shall attached form. The General Conditions and Supplementary Conditions of than fob: R.G.L. !Mean Elevation (Required if static
BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,
structure made are be
W V A.T a different color wire for each automatic controller. Common wires shall be Specifications shall be filed with the City prior to acceptance of the irrigation systtm. Pre s s u rt arse nawn)
FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. hem No. 'oo Msmf>cnmr Model No. Water Meter El ev a t 1 dxt
INSTALL ALL EQUIPMENT PER CiTY STANDARDS AND SPECIFICATIONS, 2.If a e determined tet stustments in he mtgation equi>'me°t will provide white with a different color stripe for each automatic controller. install m 52,16
MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL prom and more adequate coverage,the Contractor call make such 1.Dig trenches straight and support pipe continuously on bottom of trench. Lay accordance With valve manufactures specifications and wire chart. In no B.A copy of the Ouaramee form shall be inc!aded in the operations and mainteuaece X .433 � 22,51
adjustments a to planting. Adjustment may also include c m pipe to an even . Trenching excavation shall follow layout indicated on ase shall wire size be leas than#14. manual. 1 Backflow Prevemer Febco 825-Y-BV
LOCATION A THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A ✓dJ pr r g I Y lunge B Y 2 Automatic Controller Calsew ETi-24-DR Remote Control Valve 4 A-1 Size 1"
REPRESENTATIVE OF THE CITY. nozcle sins end degrees of arc a required. the Drawings and a noted C. form sen be onto the Co*wtWi ktterlrcad andslid 3 Master Valve Superior 3100 RCV Ma x ltnum Demand 19.48 T G.P.M.
2.Wiring shall occupy the same trench and shalt be instilled along the nese re-t9P� - _
iA. 4
Etc. Linc. Etc.
Elevation of Hi hest Head
3.BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A 3.I,osverirtg raised sprinkler heads by the Contractor shall be aocomhphshed 2.Provide for a mirtimnm of twenty-fou(24)inc�tea cover for all irrigation linea rose a pre ssunrc suppty a lateral lines wherever possible. 000dsin the following inforrrtation. 9 _i5 5 4
Pressure @ R.C.V. 4 P.S.I.
within urn 10 days atter thoxificatiom the C' installed under vin a -__--�.�--_
STRONG BOX(SB)SBBC-� AL ALUMINUM ENCLOSURE,AND SHALL ( ) y b rtY paying aping'
' 3.Where throrc than one(1)wire is placed in a trench,the wiring aeD be taped GUARANTEE FOR[RRDGATiON SYSTEM
BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS Iniption submittrd must be specific sd complete. AN items mast by� .
WHENEVER POSSIBLE. 4.All sprinkler breads shall be set perpendicular to finished grades unless 3.Provide for a min irtmm of twenty-four(24)itches cora for am Pru:ssare together at intervals of fifteen(I 5)fed,
otherwise designated on the Drawings. supply lines of three(3)inches a larger in diameter. We bereby guarantee that the imgetim p,*m we have firnished and installed is free fico and should include solvent primer,wire,oxiiuhectors,valve,boxes,etc. No i�. Si z! 1 tent
copies of manufacturers literature( cuts are as
4.M expansion curl shall be provided within three(3)feet of each wire defects in materials and workmanship,and diewort hes been completed in accordance with � (catalog ) �� submittal Mater Meter 0.5
4.THiS DESIGN iS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN information. 1" 2
5.Rain Bird EFB-CP-PRS valves will be set manufacturers so 4.Provide fare minimum of el 18 inches Dover for all dxiertection. Expansion curl shall be of sufficient len a each splicethe Drawings end Specifications,oirdman•wear and tar,unusual abuse,a neglect excepted. "
WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL s 1 ( ) �S°re s° ca 1-1 4 Press. Reg. (Fal l-off) 4.00
that each lateral operates at design pressure. lived of two and one half(214")inches a smaller connection at each electric cofal valve,so that m case of repay,the valve We agree to repair a replace any defects in materiel a workmanship which may develop ��- g
BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY 3.Equipment a materials hisI a fin led without of the 1 R.P. Back n ow Dev 1 c e 12.00
hams ma.be brought to the surface without disconnecting the control wires. doing the period of she year from date of acceptance and also to repair a replace any �� 1>��'al --a---
CONFLiCTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LiGHTS, dams resultin from the a lacier of such defects at no additional costa to the City of Rancho Cucamonga may be rejected and the Contractor nay be 1 Flow Meter 2.40
B.Testing of Irrigation System: 5.Provide for a minimum of twelve(12)inches for all than-pressure lines. Control wires shall be laid loosely in trench without stress a stretching wire Be B �� mp B 1" Master Valve 0 40
SIDEWALK,UTILITY LM AND EQUIPMENT,AND ARCHITECTURAL conductorsCity. We shall make such repairs a replacements within a reasonable time,as determined required to remove such materials from the site at his own expense.
FEATURES. die Ci receipt � Gate Val vac (a) 0.60
1.The Contracts shall request the presence of the City of Rsmhclho C�matnethge 6.Provide for a minimum cover of eighteen(1�ache for ser control wiring. by City,after of written rwtiu. In the event of our failure to Bake such ser a ��' Ma f n L t rat
m writing at least 48 hours in advance of testing. 5.AN splices shall be made with Scottfi-Lot#3576 Connector Sealing Pacts, replacements within a reasonable time after receipt of written notice from the City,we 4.Approval of any item,shenative or substitute indiatea only that the product 'a5l �4' Na i n Line -_.QSa4-._....-_sew___
S.CONTRACTOR SHAH.VERIFY ALL CONDITIONS AND DDENSiONS SHOWN 7.Refer to C Surd 120?reach R within smhoriu the C' to to have said ins a lacomomb made at our and or products apparently meet the mquirernerrts of the Drawings and -- _____.___ _ _.
when C strati nor it P�� rep
Rainbird S Tile wire connectors. a I. Make only one 1
ttl' � ttY R.C.V. Assembly
ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL °v�e� Y we win the cosb &m f �� Specifications on the bests of the information or samples submitted �- y 4.75
2.Teat all stere lines arhder of i 50 susceptible to traffic low. 1xY charges upon '
pre: hydrostatic pressure pounds per:gran sma+ceptr ice with each obmhdxtor satin k. 1 S Lateral Line loss _
WI B pack. .4
DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO inch and a watertight, � Lateral Line Loss 0-5Z
Z
1�
_ ._
THE CITY. .Manufictuaea warranties sett 0.57
C B.Backfilling: 6.Field splices bd:ris•ern he autoeetrc each Der and electric control valves will PROJECT: TRACT NO, S no relieve the Cotrtractttr of Ms labrlrty 122' �Z_ Lateral L 1 ere Loss 0.52
Note.T of main linea call occur under the guarantec. Such we rantin shall only supplement the guarargee. r .
�n8 pressure prix sot be allowed without phis approval of the City of Rancho Cucanomga. Fi tt f rags L055 LO$) 1,gg
6.THE CONTRACTOR SHALL FAMILIARIZE HLMSEL.FMERSELF WITH ALL to installation of the electric control valves I.The tranches aihdl not be backfilled hirthl all required lead we performed. LOCATION: SAN BERNADINO ROAD Et ev a t f on Cha mgt (�-) 0.43
UNDERGROUND UTILITIES,PiPES AND STRUCTURES,AND SHALL TAKE B.RECORD DRAWINGS: --
Trenches shall be oxrcfimlly backfilled with the excavated materials approved K.Automatic Controller
SOLE RESPONSIBILITY FOR THE REPAiRIREPLACEMENT,AT NO COST TO 3,AD under rod arty shall be tested under c of 150 for back cohsistin of earth,loan, clay,sand,a other approved SIGNED Total System Losses: 29.74
Piping played hydrostatic!xsassre & B �Y Y PPro L The Contractor Shan ere and a
THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. provide ° record>d of Pressure to Operate Head:
pounds per egtate inch and proven watertight phis to paving. materials,fru from large clods of earth a stones. Backfill shall be 1.Automatic comtrotlen(s):balt be of size and type shown on the I)maw•iaga. blueline ozalid is which shall lx corrected daft showier every � 30.00
mechanically compacted in landscaped areas to a dry density equal to ADDRESS®: P>� Y, B erY change
7.CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS ANDfrom the original Drawings and Specifications and the exact installed Total Pressure Required-i red:
4.Sustain prexsue in limes for not leas than six(6)hours. if laky develop, adjacent undisturbed Boil ro planting arca. Backfill will conform to adjacent 2.Fial location of autortatic corutrotler(s)shall be approved by the City of q 59.74
VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTOPrints f
PHONE: DATE OF ACCEPTANCE: locations, , qpment a his purpose Lowest Sts t1 c Pressure Avail 1 abl e:
replace joints and report use wtil emirs system is proven watertight, grades without dips,swkrn areas,humps a other surface irregularities. Rancho Cucamonga. sizesand kinds of euimay be 75.00
WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND obtained from the City of Rancho Cucamonga at cost. This set of drawings Pre-Set Regulated Pressure (If requ 1 red):
INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN 5.All hydrostatic tests shall be made only in the presence of the General 2.A floe granular material backfin will be initially placed on all lines. No 3.Unless otherwise noted on he Drawings,he 120 volt electrical power to tach PART 2-PROD UM call be kept on the site and call be used only u a record set. Residual Nater Pressure: _15.26
ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. Contractor and the City of Rambo Cucamonga. No pipe shall be backfilled foreign matter lager than one-half(%)inch in size will be permitted in the stomatic controller location is to be furnished by others. The final electrical
until it has been observed,tested,and approved in writing. initial beckfill. book-tip shall be the respomibility of the Conthactor. 2.01 MATERIALS 2•The Contractor span make rat ad legible notations on he record drswieg City Requ f red Re s i dual Water Pressure: 15-TO P 51
progress shorts daily as the work proceeds,showing the wort a actually
� 8.WHEN VERTICAL OBSTRUCTIONS(ETRE HYDRANTS,STREET LIGHTS, progress
For example,should a ' of be installed in a ldcatiao f
A.Geseral: Use new mate, of brands ad noted on
�P 1� equipment only tYPes
3.Flooding of tmericba wBl be with J
TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER 6.Furnish necessary force pump and all other teat egnrpmtem. g permttted only approval of the Cry of L.Electric Corhtrol Valva: k,�N S C,4rp
HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION Rambo Cucamongs. herein,or approved equals• that does not match the plan,the Contractor must indicate that equipmem ha �� e,
CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY 7.Wben the irrigation rystem is completed,perform a coverage vat in the 1.All electric control valves s an be he same size and type shown on the ban relocated in a graphic ma mer so as to match the original symbols as Revi Sed 12/92 �Q- 'II L N p I �
of the Ci of Rscfio Cucamonga to determine it the water 4.If amtderrhettt oceurs and m B.PVC Pressure Main Line Pipe sd Fittings: indicated in the irrigation legend. The relocated equipment and dimensions _'' �• F
INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON > ry ger 1�,valves,� Drawings. '" Al �'
EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE, fa planting eras is complete and adequate. Furnish all materials and heeds,lawn,planting,a other construction are necessary,the Contracts sell will then be transferred b the original record drawing plan s she proper time. �" -�,
all work acres to correct an N hes of coven due b make all rred ad' is without coat to the Ci 1.Preesare mainline piping for sizes 2"and larger call be PVC Class 315. `� `J
ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE P�0"m reg y adequoc 8e f equ' NshmeA ty• 2 AN electric control valva sell have a thrsmtma!11dnv dlsstmeat 2.Class 315 pipe shall be made from an NSF approved Type 1,Garde!,PVC 3.Before the date of the final observation,he Ghntractor shelf transfer aD :� C -
ALL
CITY. deviations from the Drawings,a where the system has ban willfully " " �' �-----.(=)
installed a indicated on the Irawings when it l obviously inadequase, C.Trenching and Backfill Under Paving 3.Provide and install she control valve box for each electric control valve. compound conforming to ASTM resin specification D1784. Allpope must information from the record drawing prints to a sepia mylar a similar a* W yk n a r w e `0
meet requirements as ad forth in Federal Specification PS-22-70,with an material. Arrangements shall be made through the city for obtaining said
9.INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE EIMH LENGTH OF without bringing this to the attention of the City of Rancho Cucamonga, Ibis 4x j-I!-�_� *
tat shall be accomplished before covet is ted 1.Trenches located under area where altic concrete,a concrete M.Control Valve Boxes: appropriate standard dimension(S.D.R)(Solvent-weld Pipe). sepia mater or similar mylar by,a tech. All wort shell be m waterproof India
THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON ��°d �" ��'� ink and applied to the mylar by a technical pen made expressly for use oo ,f Oa to Q.
EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. will be installed,shall be backfilled with sand(a layer four(4)inches below l \
Upon comp phase system pipe ( ) pipe) compo Y gate 3.Pressure main line piping for siva I.1/2"and smaller shall be PVC Schedule mylar material. Such pen shall be similar to Chow matifictaed by '4T
S. completion of each of work,the entire sell be tested and the and six 6 inches above tha m a�compacted in layers 095 1.Use 10"x 10-3/4"round box for all valves. Carson Industries#910-12B I OF 1F�
INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 40 with solvent word joins. Ralhidngraph Kueffel A Esser,a Faber Castell. The dimensions shall be CA
adjusted to mat site requirements. corrhpaction,using manual or mechanical tamping devices. Trenches for with green holt-down cover a approved equal. Extension sleeve shall be made as to be easily readable even on the final controller chart(sac Section
10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF piping shall be compacted to equal the compaction of the existing adjacent PVC with minimum size of six(6)inches.
307 MAINTENANCE undisturbed soil and shall be left in a firm unyielding condition, All trenches 4.Sdheduk 40 pipe alall be Wade tom NSF approved Type 1,Grade 1 PVC C). The original mylar"record drawing"plan shall be submitted to the City of
.
WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER WEEK " " compound conforming to ASTM main specification D1785. All pipe must Rancho Cucamonga for approval prior to the completion of the controller
GROUNDCOVER/SHRUBS APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK shall be left flush with the adjoining grade. The Contractor shall ad in piece, 2.Use 9-1/2"x 16 x I 1 rectangular box for all electric eomrol valves. Cuaoe
( ) menet requirements as net forth is Federal Specification PS-21-70. chart
A.The entire irri 'on sun be under frill auifomatic far a of and test all piping under to the vin work. Industries a 1419-12B with boh-down cover a ort �'
BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE VALVE PER � D� o�ou l� � P 1„p 8 �8 P� paying B� �°V °�
CONTROLLER SHALL OPERATE AT A TIME. seven(7)days prior to any planting. 2.Generally, S.PVC solvent-weld fittings shelf be Schedule 40,11-1 NSF approved 4.TbeCamactor sun dirneroion from two(2)i IGenerally,Pipinglaser existing walks is dose by jacking,boring,a hydraulic 3.Use 6"diameter x 8-314"dap ®d plastic valve box for oil coapting
B.The City of Rancho Cnxammonga reserves the right to waive or shottam the operation driving,bun w here any cutting a breaking of sidewalks and/or concrete is valves. Carson Industries#608-12 with green flex-lock cover or approved conforming to ASTM test piocedwe D2466. such u building comers,sidewalk edges,med intersections,est.,the location
11.THE SYSTEM iS DESIGNED FOR THE MIN MUM OPERATING PRESSURE AS it be dare and laced the Contracts as a of the of the following items:
Period.
"��, rep by _
SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF 6.Solvent cenhent and for PVC solvent-weld ' abs dean be of
GALLONS PER M1NU't'E iS AS SPECIFIED. THE IRRIGATION CONTRACTOR Contract cost. Permission to cut or break sidewalks and/or concrete sell be " " " type and mstallati methods ods prescribed by the manufacturer. a Conmermon to existing water Imes'
SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SiTE PRIOR TO 3'08 CLEAN-UP obtained frau the City of Rancho Cucamonga. No hydraulic driving will be 4.Use 9-1/2"z 16 x 1 I rectangular box for all electric control valves installed b. Connection n to existing electrical power,
permitted under concrete Paving. within on-grade landscaped areas. Carson Industries#1419-12B with green c. Gate valves.
THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE �.up shall be rade a ash portion of work progresses. Refile and excess dfet sla be bolt-0own cover s approved equal. 1' PVC> insist bar fofbwzmg��' d Reutin of ler fines dimension mak.100' CIT'T
ATTENTION OF THE CITY. 8 '�rimk �'�` � ( • d0`�1°mti°g) DESCRIPTION O F REVISION DATE
removed from the site,all walks and paving shall be bloomed a washed down,and any 3.Refer to City Standand 120"Trench Repair"when within City stress e. Sprinkler control valves. APPROVED:
dinner sustained on the work of dithers stall be repaired to its original condition. aeceptrble to traffic loads. 5.Use 10"x 10.1/4"round box for all quick coupling valves 6rstalled within a "�Nominal ominal iin f, Routing of control wiring and locations of all splice boxes.
12.AUTOMATIC CONTROLLER TO BEA CAISENSE ETI- 8 (STAT .• bpipe sCITY 0 F RANCHO CUCAMONGA
on-atrueture landscaped areas. Canon industries No.910-128 with groan S. Quick cowling vafvea.
DR(DIGITAL RADIO)W/TP-1,TP-I 10 W/ANT-1 ANTENNA PORT INSTALLEDc.Schedule a cls
3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE D.Assemblies: bol-down cover a approved equalStub-outs for future connectins.
WITHIN A STRONGBOX(SB)24SS/120 VOLT COATROLLER/ELECTRiCAL d Pressure rating in P.S.L i Otber related equipment as directed by he City of Rancho Coctttonga
ENCLOSURE. MOUNT THE ANTENNA PORT(EPDXY-FILLED)ON TOP OF THE A.The Contractor sell opera tach system in its entirety for the City of Rancho 1.Routing of sprinkler irrigation lima as imficakd on he Drawings is N.Sprinkler Heads: e.NSF(National Sanitation Folundation)approve!
ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL E Dose of extrusion 5.On or the date of the final field observation,the Contractor sett
Cucamonga at time of final observation. Any items deemed not acceptable by the diagrammatic. Install lithos(and venom assemblies)in such s mummer n b ��T
CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. City of Rancho Cucamcmp shall be reworked to the complete satisfaction of the City conform with the details in the Drawings. 1.AD sprinkler heads tall be of the dame size,type,and deliver the same ran of deliver the corrected and coimpleud sepias to the City of Rambo Cwwnmga IRRI ATI
SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. 8.All fittings shall bar the ble I.P.S.schedule
come orb ademark,..in v Deli of the has will not relieve the Contractor of dx bila of G ONSPECIFICATIONS
of Rancho Ctrcamcmga precipitation with the diameter(a radius)of throw,pressure,and discharge aDelivery � •�ry
ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A B.The Contractor shall show evidence to the City of Rancho Cucamonga that the City 2.install NO multiple assemblies in platin lines, Provide tach aaxmbly with shown on Oil:Drawings and/or specified in these special provisions. daignatiorh size,applicable I.PS.schedule and NSF seal of approval. fiarnhing required info nvation dot may be omitted from the prints.
REPRESENTATIVE OF THE CITY. has received all accessories,charts,record drawings,and equipment as required its own outlet
C.PVC Non-Prcasure i,sseraf LinePiping:' C.Controller Charts:
before final site observation an occur. 2.Spay heads shall have a screw edjnstrttent.
13.THE CONTRACTOR SHALL SUPPLY TIM CONDUIT NEEDED FOR THE 3,Install an am:mbtids specified herein in accordance wilt respective detail. In TRACT NO. 15955
CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR 3.10 SITE OBSERVATION SCHEDULE absence of detail drawings or Specifications pertaining to specific item 3.Riser wits shall be fabricated in accordance with the detail shown on the i,Noe-pressure buried lateral line piping shall be PVC Schedule 40 wilt 1.As-builts drawings shah be approved by due City of Rancho Cucamonga
THE IRRIGATION CONTROLLER ELECTRICAL CONDUCTORS AND METER required to complete work,perform such work in accordance with beat drawings. solvent-weld joints when installed in planting arras, before controller chain arc prepared SAN BERNARDINO ROAD
TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE A.The Contractor loll tx tespomsubk tor trotifying the City of Ranhcho Cucamonga in standard practice with prior approval of City of Rancho Cucamonga
DEVELOPER, advance for the following observation meetings,according to the time indicated: 4.Riser nipple•:for all sprinkler heads sell be the same size a he riser opening 2.Noe-pressure lateral Tae piping in-eta.led under paved areas shall be PVC 2.Provide one controller chat fa tach txxrtrollei sequence. G,
4.PVC pipe and fittings M be thoroughly cleaned of dirt dual and moisture 4.
the sprinkler body. Schedule 40 with solvem welded joints. APPROVED BY: DATE:
14,ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE I.Pte-Job Cortfercrnx-7 days before installation. Installation and solvent welding methods shall be a 3.The chart sell saw the sea controlled by the r m retic coetrofler and sss8 CITY ENGINEER 2RCE: i4953
OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE recommended he and fitting mharnfect rer. 5.All sprinkler heads of the ssnre doll be the rine marrrfadtaet.
by Irapa B Prim ryPn 3. Pipe tan 6e maple from NSF approved,Type i,()rade 11 PVC dxhrrrpouhd be the maximmim size which the controller door will allow.
PLANS. 2.Premie supply line installation-24 hours conforming to ASTM rain specification D1784. All pipe most meet DESIGN PLAN PERPARED BY: RECOMMENDED
S.On NC to metal connections,the Grntnda call work he m tal connectim 0.Slaving: requirements set forth in Federal Specification PS-22.10 with an appropriate 4.The dart is t be a reduced sequence
of he actual instilled system However, p
15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO 3.Lateral line and sprinkler instillation-24 hours taut Teflon or vert equal,shall lx used on all dreaded PVC to PVC, dimension ratio,
in the event the controller seoghenc�e is not legible when the drawing n T•L BEN LUNDGREN & ASSOCIATES t'/
� 1� standard ,
THAT THE TOP OF THE SPRINKLER HEAD IS'/."ABOVE FINISHED GRADE. and on all treaded PVC to meal joints. U wrench pressure is all that is ire& 1. under ha a seas for mainline,lateral lines or contl reduced,it shall be enlarged to a size dist will be readable when reduced 1110 E. GREEN STREET, SUITE 404
>o fdtt P� �� S�'in8 � 1� DRAWN SKEET
4.Aubmatic mob a ler installation-24 haus Where threaded PVC connections arc required,use treaded PVC adspters min wiring shall be Schedule 40 P.V.C.or approved equal. 4.Except as noted in paragraphs 1,2,and 3 of his section(2.01B),all SPASADENA, CA 91106
.Tine cwt dura be a black line a bMelvhe amidi
prim ana different mer
which the pipe may be solvent welded. requirements for nal-pressure lateral link pipe and fittings stall be the seme ld diT.L. TEL (626) 535-9544 FAX: (626) 535-9534 L-5 OFA_
5.Control wire instillation-14 bars fall be teed to indicate the area of coverage for each statiohn
n for eolvo;m-weld pressure maim line pipe and fittings ore ad forte in section
2.01 B of the Sped fications. CHECKED R,L& NO 3109 DRAWING NO.
B.L. DATE 09-26-01 FILE NO 121200 ' L-
r'pnivr-T gvrr Wr, np
PLANTING SPECIFICATIONS
3.01 Tops*
5.07?rotec6oa: PART 1-GENERAL
A.Eichtahg OR-site soils W r 9oaeptabk under'S*Ors ft sped6atian
PLANTING NOTES Elect temmporary fencing a bartiere to protect pMted area Gan danage prior to Beal 1.01 Scope of Work
sompdhnce. B.Topsoil imported to tete for rase a fin,backfin in phnters ad Ad be
sandy textured. Sift plus city cotton of this soil shall be no greater thaR9 by Contractor shelf protide on malerfab labor and e0twi eta Incldeetd to and secession for
1.CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF PART 6-WEED ABATEMENT weight The boron Content of this 161 1111111 be no grater than I part per miltim at completing all work,a indicated on the drawings,as reasonably implied,or a delineated in
SITE CONDITIONS WHiCH PREVENT INSTALLATION PER PLANS AND
SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING measured on the saturation extract. The sodium absorption ratio(SAR)shall not the Specifications a follows•
6.01 Scope of Work: exceed 3.0 millimohos per acetimeter at 25 C. In order to ermat conformance,
AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS samples of the imported soil shall be submitted to an agronomic soils testing 1.02 Standards:
WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION Provide all material,equipment,and labor nece"ary to perform on work as indicated an laboratory,approved by the project Landscape Architect for analysis prior to use.
plena,as reasonabl}implied,and as delineated in the specifications. Result of testing to be delivered to City for approval. Soil teat to include malysis and All wort and mate,lot #here comply w*Soventh codes,safley orders,standarb and
2.CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR recommendation. regulations,and meet the minimum requirements of the Standard Specifications For Public
SOIL PREPARATION,PLANT PIT REQUIREMENT'S,STAKING AND BACKFILL 6.02 Quality Assurance: Works Construction(Green Book)latent edition.
REQUIREMENTS. 3,03 Soil AArridments:
A.The Applicator of all weed control mat. share be by the State of 1.03 Quality Awarmce:
3.CONTRACTOR SHALL FAMILIARIZE HIMSEi F/HERSELF WITH ALL California as a Pcst Control Operator and a Pest Control Advisor in addition to any An soil arrienchi ea alien be as speeifled in the Agronomic Sultobity%liifity sons report
UNDERGROUND UTILITIES,PiPES,STRUCTURES,ETC.,AND SHALL TAKE subcontractor licenses that aro required. ffunished by t}1t Contractor A.An Contractors performing Site Development work,meet be licensed in aecerdanoe
SOLE RESPONSIBILITY FOR THE REPAiRAEPLACEMENT,AT NO COST TO B.All materials and methods must conform to Federal,State,and Local Regulations. with the laws of the State of California.
THE CITY,ANY DAMAGE OF SAiD UNDERGOUND FACILITIES. 3.04 Soil Reperstioe:
6.03 Submittal: B.Gttractor share provide the l.andxape Architect sod the City with a list of
4.NO RANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION An work on irrigation system span be complete and inspected for reconnnended opprvvd Subcontractors and Material Suppliers expected to be employed during the coarse of
WITH THE TNSTALLAT70N OF THE SPRINKLER SYSTEM HAVE BEEN Prior to the instatltl of any weed condor materials,die Ladwspe Contractor*A vAmit sed,fine grading completed,prior to rototilling and prior to soil amendment wort. construction,
COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING b dee Landscape Architect/City a list of the weed control materials and quantities per acre
AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND 'intended for use in controlling the weed types prevalent and expected on the site,as supplied After tough grades have been estalblislied,prepare all lawn and pf rtt q areas by tilling or C.Contractor shall obtain and keep h Gita Pablic Lrabnity and Property Demage
THE WORK APPROVED BY THE CITY. by the Pest Control Advisor. Peat Control Advisor shall famish the Landscape Contractor cross tipping to a depth of 12", All nock and debris more than 2"in diameter shall be insurance,during entire course of the Construction Contract. The amount of
and Landscape Arcl itecl and City data to demonstrate the compatibility of the weed control rem ed from the site,except for areas that are to be sodded, in which all rock and debris insurance shall be determined by City.
S.ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY materials and methods with the intended planting and sad varieties present. more than,I"in diatmetet shall be removed
AND LANDSCAPE ARCHTTECT PRIOR TO INSTALLATION. FINAL LOCATION D.Prior to start of site developrneet work,the Contractor shall notify dee Ladecope
OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A 6.04 Responsibility and Coordination: Apply,spread,and toroth in all soil a tendmen a recot vended to a depth of 6. Wda Architect and City to give starting and oomph-tion dates. Contractor shall also supply
REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. arca thoroughly after rototilling is complete. Incorporate evenly into the lop 4"to 6"the the Landscape Architect and City with the name and telephorx number of the person
A.Landscape Cont-actor is responsible for the erection of an signs and babas required following for each 1,000 square fat of planting area: in charge of the wort.
6.CONTRACTOR iS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT In preen intrusion into the treated areas and to notify the public.
OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LiMIT OF WORK,THAT 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 1.04 Responsibilities and Coadi>neon:
IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS B.No material or methods shah affect the landscape planting or hydroseed germination. 200 lbs,of taro-Power or approved equal.
SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF No material or rr ethod shall render the job site unusable for more than 10 days from A.Pot... The Contractor droll obtain and pay for an permits and empettio+rs required
ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. due of application. Tlx above soil corditicmrng arc minimal qualities mdy and shmM be used only for bidding by governing authorities for the work to be performed.
purpose,because soil conditions may change drastically from the time these specification
7.QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. 6.05 Non-Selective Herbicides: were developed to the time the actual soil conditioning take place. Therefore,the Contractor B.Existing Conditions The Coittratyor dnA vat all conditions and ufimxnsiens
FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE shall obtain his own soils analysis at a rate of one per every 25,000 square fat of planted shown on the plans at the site prior to commeecemeet of any work wider this
GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. Noo-selective contact herbicide mWor systemic he*cides(a recon v Peihded soca. Tliese soil tests shall be conducted by an approved Agronomic soils testing laboratory comma Ilse Contractor shall verify the location and depth of all underground
by the Pest Control Advisor) approved by the project Landscape Architect and City. Copies of the soil teat to be provided utilities prior to start of work.
8.WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS daring dee Pre-construction job Conference.
OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE 6.06 Selective Herbicides: C.Temporary Utilities: The Cmeactor shin apply for arid pay dl coat its meed for al
AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY 3.05 Finish Grading: temporary utilities such a water,electrical power and gas u required by him for the
STANDARDS AND DETAILS HEREON. Selective pre emM ml herbicides compatible with coed mixtures(a retomntatded by due construction of the project. Tarnporary services shall be coordinated with the City
Pest Control Advisor) Aft rototilling operations ore complete,grade areas to establish finish grades for phmft and other contractors on the job site.
All flow lines shall be maintained and proper tolerances shall be met after settlement at the
9.CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWiSE 6.07 Weed Eradication: and of the project maimenancr period D.Survey,Reference Mate,and Ekva6oes: 111e Contractor is responsible for
APPROVED BY THE CITY. establishing all surveys,reference points and elevations required by bim ,sod shown
ffin the opinion of the Pest Control Advisor,pe emuiel grasses and weeds existing in due Finish groding duan leave surface of dee ground uriformfy unm0l and free ofabrupt grade on plans for proper execution of site construction.
10.THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BiD PURPOSES ONLY. pig area will require control priorto removal,spray these area per Pest Control chartge,
FINAL SOiL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON Adv'isor's reconnmendation. E.Traffic: The Contractor is responsible for all temporary traffic barriers and detour.
SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE 3.06 Coorfientioe required by frim for the construction of the project. All temporary traffic barriers sod
REQUIRED SOiL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES A.Prior loft insvillation of the irigation system remove and clear allwads and detours shall conform to all Conditions required by the City or governing authorities.
PER 1,000 SQ.FI, deleterious materials from planting areas. Weed sbatemert wort shah be cmd5noted with the hhatanation orf dee irigetian system
rototilling and soil amend work,and planting. (Sar Wad Abatement section). 1.05 Defective and UnatrTrorined Work:
4 CY.NITROGEN STABILIZED SAWDUST (ED) Allow berbicide to kill all weeds. Rake orhoe off all dead weeds too depth of I"-2"
120 IBS GYPSUM below the surface of the soil. Physically remove all wads from the ante. PART 4-TREES AND SHRUBS All wad which is determined by inspection to be defective in its eomeuctim or deficient in
125 IBS GRO-POWER PLUSny of the requim
trertts of the plans and specification,droll be remedied orremoved ad
PART 7•LANDS(APE MAINTENANCE 4.01 Scope of wort: replaced by the Contractor at his own expense in a manna acceptable to the Landscape
11.LANDSCAPE AREAS SHALL RECEIVE C OF WOOD CHIP MULCH UNDER ALL 7.01 Scope of Work: tnovide an materiel,equipment red labor ommy to fasten an trees sod�as shown Architect and City.
TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS,
PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING on plans,as reasonably implied and a delineated in the specifications. 1.06 Inspections.
Provide all CONTRACTOR SHALL material-,,Igor and egtriptneat necessary for,or incidental to,performing an
OPERATIONS SHALL ACCOMMODATE THE MULCH,
SUBMIT A SAMPLE FOR THE CITY'S APPROVAL CH,PRICTO PURCHASE AND maintenance mqurcmenta a reasonably implied or u delineated in the specifications 4,02 Products The Catractor shall arrange for inspection by notifying dee Landseape Architect,City and
PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: including,but not limited to the following: A.Nomenclature-Plant soma indicated onthe confirm�"3fa>zdffid P1aat Inventing wthontmi,24 hours prior to time of inspection,unless otherwise noted
Names"established by the American Joint Committee on Horticulture. Except for Inspection shall be as listed below,but not necessarily is this order. Only the inspection
EARTHWORKS Maintain all plants and planted areas. mines covered therein,the established custom of the nursery is followed pertaining to the project scope of work will apply:
13510 CITRUS AVENUE Kap planted arca free of wads and debris.
Ptux tress and shrubs. B.Condition•Plmb shall be symmetrical,typical for variety and spares,semd, Rough Grading.
NORCO,CA Fertrlizod all plants and planted at heahhy,vigorous,Iia from plant disease,insect pests,or their eggs,aid shall have Drain Lmes and Catch Basins.
(909)538-3321 Irrigation. healthy,normal root systems,well-filling their container,buy no to the point of Irrigations(main(me pressure,covener R lymm opelatim 1*•
Insecticide spraying. being root bound. Plants shall not be pruned at centime,ad in no cue shall trees be Soil Preparation and Finish Grading.
"Ped. Paint Material(delivery R placement).
7.02 Fertitizers: Substantial Completion Inspection(atcornpletiat of landscape improvements)-7
C.Trees and*crabs shin be grvwhl at a recognized nurseryin accotdsma wd good Do)-&.
A.Commercial fertilizers with an analysis of 5-3-1-Gro-Power Nue,and 12414 borticulture practices and shall be of the sin and caliper normally associated with The Finsil Inspection(a*maintenance peri*-7 days.
Gro-Power Conirolled Release Nitrogen,as designated herein,or approved substitute container size specified on plan. Removal of all tags,[abets,nursery stakes and ties
n required by the Agronomic soils report. Available from Oro Power(909) from all plart material prohibited until the approval of the Laiidscape Architect or 71st contractor shall arrange a Protxmatrrctrat job coafeitnee with the Landscape Architect
393-3744. City, and City a minimum of seven(7)days prior to the beginning wort.
B.Ammonium Sulfate: Gramdr form containing not lees than 21%nitrogen ad 14% D.An plait nntaial delivered to dee site allowing signs of damage ordisease oris 1.07 Onuutiea:
sulfur and shall be registered as an agricultural miner,with the State Department of insufficient in size to carry out the intent of the planting plan will not accepted and
Agriculture in c,,mpliance with Article 2-"Fertilizer Materials,"Section 1030 of the will be replaced at Contractor's expense. A.Ham Meetals: An trees,drabs,ground odver,bedding phots and lawn shin be
Agricultural Cock. guarmteod from date of final scoxrptance of landscape construction for periods a
E.Sizes of Plants-Shan be as sated on the Plan. Conner stock(]-gallon,5-gallon, follows:
7.03 General: and 15-gallon)shall have been gross in containers for at least one(1)year,but not
over two(2)years. Trees 24"box dt terga i yew
MaWertmce shall start immediately after landscape irrigation and planting. Tres 15 Id.et smaller I yam
F.Sube hu iom•Substkutiom fox indicated phint inakrial wnl be permitted provided Shrubs All sizes 120 days
Maintain all parts and planted seas on a continuous basis u 6"are installed daring the the substitute materials are approved in advance by the City,and arc made it no Ground Cover 120 days
progress of the work,and continue to maintain them until final acceptance of total project additional cost to the City. ExoW for authorized variations,all substitute plant Bedding Plant 120 days
Replace any dead or dying plants as directed by the Landscape Architect and City materials shah conform to the requirements of these specification. Lawn(sod) 120 days
representative. Lawn(sad) 120 days from first mm*
G.Plants Not Approved-Hants not approved are to be removrod from site immnediaMy
A.irrigation: Operate irrigation system on on establislhed program to maintain an plants and replaced with suitable planta. The City reserves the right to reject entire los of Gua niten begin after the project acceptance by City and at Tie end of the 11"
and planted areas in a healthy condition. irrigation system run-off shall be kept to a plmts represented by defected samples, maintenance period. Landscape Contractor shun replace and plant all materiah
minimum. Damage to irrigation system resulting from maintenance and equipment which have died within the time spm stated above,at no cost and within 5 days from
andror maintena ice personnel,shall be restored to its original condition at no cost to H.Stake an trace,at per details immediately atter planting to prevent wind damage. receiving written notice from tie Landscape Architect or City. If dead material is
the City. Failure of any part of the irrigation system shall be brought to the attention not replaced and planted within the 5 day period,City may replan dead material with
of the City. No repairs other than emergency repairs shall be accomplished without L Pant trees that we to be located in lawn,or gnxmd cover areas atter fmiah Ueda are new material and charge the Landscape Contractor for all expenses incurred,
written permission from the City, fust established and allow at least 7 calendar days prior to installation of said awns
or ground cover to provide for thorough watering of trees. An planting holes shall be B.Construction Materials: The oantracbr tall guarantee an workmanship and
B.Weed Control: Keep all planted areas Gee of weeds and debris by cultivating am excavated a defined on appropriate details.
at intervals not to exceed 10 calendar days. materials for all site development,for•period of one year from dm of final
acceptance of proJoct l PN D S CoThe Contractor maa)elect to remm such concentrations of weeds mormanmen
y or by an 4.03 Sol Amendments: 1approved herbicide proram. .08 Material and Labor Releases QUO L U N p
Sal aeenen,enhb dman be are recortnrherdtd h the Agrahemk awls report Upon completion of the work,the Comaactor shall present to the C of in ��M
C.Pest Control: Spray on pima e d phnted areae at beghming of maintenance program
4.11 Tres Stats: labor and materials relessea for all work performed under site Development.
1.09 Disposal and Clam up:
and a may beceix necessary thereafter by an approved method of pest control,to C co -
stakes dont donbe lodge lick plat rice sbka.511 tea staking dotal on pten for fbrTxr Sc6' a h re �� V
kap all plains a,id planted areas free of insects and disease. Method shall be iefortnation
reviewed by the City prior to any applications. Pest Control shall include Gopher Remove all waste materials CuKluding excavated eukritl classified esu seoxlhtablesoil # 3�L-03 E�
control, material),tush and debris generated or encountered during the course of iandscnpe Dat e
PARTS•GROUND COVER AND BEDDING PLANTS construction,and legally dispose of rt Diving the course of the wok,remove surplus vfl \P
D.Printing Prone an plants as designated and directed by Lane Architect,at start 5.01 Scope of Wo1r, materials from tie site and leave premises in a ant and clean condition. Clean up and qjF of, AL%k Jl-
of maintenance program and continue to prune plants as directed or as may become remove all remaining debris and surplus materials upon completion of work,leaving the
necessary until the end of the maintenance program. trovide an materials and egripriemt and perform on wort necessary for and incides to premises treat and clean. The site shall be cleaned upon the request of the inspector.
Remove trash werkty. Edge ground cover tokap in bounds and trim lop growth a installing all giotnd cover and bedding plants,■shown on pan,as re"onably implied,or
PART 1-EXECUTION
necessary to achieve and overall even appearance. Exterminate gophers and moles;
delineated in the specifications.
repair damage. 5.02 Bedding Planta: 2.01 Protection:
Kap allplant materia!delivered to skin t beafthy coad;tiom fbr phn*. Plants share act
PART 8-ACCEPTANCE OF PROJECT be&I lowed to dry out. Barr root stock shill be separated and haled-tri,in most earth or
Perennials and Annuals: Provide beall1b}•eoeteiner grown plum Gem a. amstty, o1 her suitable material until planting. Balled and burlapped plots shall have root ball
8.01 General: and of the species and variety shown on plans. covered with moist sawdust,wood chips or other suitable material until planting.
Upon completion of installation,a inaimenanre period of 1 mrrtltnam of 180 days for all handxaped 5.03 Ground Cover. 2.02 Installation:
arae is required prior to final acceptance of the work by the City. The Commencement date for the Ground Cover: Prmide Bernd cel of the species sawn on Pl[m Ground oav dull be
maintenance period shall commence upon written approval for all phases of planting installation by established and well rooted in,flab or similar containers. Detailed ayotit of phmb within Tx plantingreas adun be perfumed by Contractor and CITY
the City Public Works Inspector. Maintenance period shall be adequate to verify plant approved by the Landscape Architect and city prior to planting. DESCRIPTION 0 F REVISION DATE ApPROVTt;'D:
characteristics and establishment, 5.04 Mulch:
Soil cntcavatod from planting holes share be soaerrded to backfin around trees and shrubs
A.Two inspections shall be made that affect the establishment period: The first after a8 Mulch. Shall be of compaic wend chip f1banew the following mixture: CITY OF RANCHO C U C AM 0 N GA
plantings have born completely installed in order to approve the beginning of the
establishment p-rind,and the second at the end of the establishment period. If Native,On,-Site Soil with rock no greater dhn 3"m diameter
plantings are not acceptable at the end of the 180 day period,due to defective S'�mon' Gro Power Plus,5.3-1 15 Ibsrry
maintenance,then continue establishment until all work rneets with the Uam Sulfate 2 �cY
Specifications and can be approved A Ib tot govt plana delivered d the job low ro site mist
acid conditions sot ready for PLANTING SPECIFICATIONS
planting. [f planting is delayed,keep plant roots moist and place in a sheltered o be used for
B.At termination of establishment period all plant material shall be live,beefthy,
bcation protected from time stn,wind and other damaging elements. (T X81 �Y,��'with Agronomic Soils Test.)
undamaged,and free of infestation. Inferior plantings shall be replaced and brought B.Soil on and fax shall be completed and trete i d shrubs installed After backfilling,contract a 3"erdmen berm to form watering buin around Cath phi,In
b a satisfactory condition before final acceptance of work will be made. All arcs pr`s' grading °°i"I' allow thorough water-in and establishment TRACT NO 15955
shall be neatly raked and fru of weeds. prior to bedding plants and ground cover planting.
5.061umatallatioa:
Prior to instillation of turf and ground cover,ra ieve water basins hm around trees and SAN BE RNARDINO ROAD
shrub,. Berme m turf areas to be removed prior to City acceptance.
Plato ground cover and bedding phma in utast soil and space a indicated on phot APPROVED IBY: DATE: G
PART 3-SOiL PREPARATION AND FINISH GRADING
Each plant shag be planted with its proportionate am=!of and so a to mi»imin root CITY ENGINEER _A) RCE: 24 963
disturbance. Soil moisture shall be such that soil does no crumble when remol platos 3.01 Scope of Wort:
from stainer. DESIGN PLAN PERPARED BY: RECOMMENDED
A.Provide all materials and equipment,arid perfbrn afi wort maessay fbr and
Regrattl,tode planter areas after phri restore sttnoolh finish insure and to i> ce proper mciderrtal to the soil preparation and finish grading of all planting and awn areas r T L HEN LUNDGREN k ASSOCIATES
VI
arrfacedrainage. A 4"layer of mulch material shall be spread over the afire planter area shown on plans,a reasonably implied,or as delineated in the specification. DRAWN 1110 E. GREEN STREET, SUiTE 404 SHEET
after grade is established Watering shall begin immediately after mulching.(Grading shall PASADENA, CA 91106
accommodate the mulch) B.Furnishing,placement and grading,of topsoil for backfilling of planters if reclub d T.L. TEL: (626) 535-9544 FAX: (626) 535-9534 L_6 OFa_
C.Cleaning and finish grading of planters area and planting ata. CHECKEDDRAWING NO.
R.L.A. NO 3109
B.L. DATE 09-20-01MX NO 121200 7�7=L
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