HomeMy WebLinkAbout1984-L - - DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLA S
MANNING HOMES
BAT'IIIIIIIIIIII AN STREET & ARCHIBALD AVENUE 20151 S.W. BIRCH STREET SUITE 150
TRACT
RANCHO
CUCAMONGAIF RN
NEWPORT
BEACH, CALIFORNIA 92660
� (949) 250_4200
Fax (949) 250-9008
Landscape Maintenance District NO * 1
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
FLL»E READ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
SHEET NO. TITLE
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-1 TITLE SHEET
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
9AN'►ANffnvFT � L-2 CONSTRUCTION PLAN
6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL
RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
L-3 IRRIGATION PLAN
LBAOH A AMM 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.
PROJECT _j/ 8 SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-4 IRRIGATION < PLANTINGS DETAILS
SITE "°�"'°
WIDE FLAT AREA AT THE TOE OF SLOPE.
WH ffrFEE7 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-5 IRRIGATION SPECIFICATIONS
ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE
OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-ro PLANTINGS PLAN
RANCHO GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
CUCAMONGA REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-1 PLANTINGS SPECIFICATIONS
BASIFLNE ROAD 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
* BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS
* BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS
PW
I * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
NOT TO SCALE BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
PRIOR TO FINAL CONSTRUCTION.
LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS
« PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
► PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
* ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
* ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: FRANK RADMACHER ASSOCIATES, INC.
* PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 14841 YORBA ST. SUITE 204
TUSTIN, CA 92180
(114) 832-1114 Fax (114) 832-5121
PROJECT
CIVIL ENGINEER: MDS CONSULTING
SE 11320 rEDHILL aVENUE SUITE 350
BANYAN STREET IRVINE, CALIFORNIA 92114
(949) 251-8821 Fax (949) 251-0516
LANDSCAPE QUANTITIES
00 0 Z BANYAN ST. ARCHIBALD AVE.
co 00
2,150 1,520 TOTAL S.F. OF NON-TURF LANDSCAPE AREAS
C11CA
0
W k- 00 $ $ TOTAL SF. TURF 0
>lu Q 1,160 3,040 TOTAL S.F. HARDSCAPE AREA (INCLUDING WALKS V
N Q1D (40%) (40%) BEYOND 4' WIDTH)
z
$ $ TOTAL S.F. TRAIL AREA (IF APPLICABLE) � 10>1 DESCRIPTION OF REVISION DATE NSM
3,956Sr-.10 10, 0 TOTAL SOF ALL AREAS �
0
w 171 CITY OF RANCHO CUCAMONGA
.09 24 TOTAL ACRES 0 O
BANYAN$ TOTAL L.F. OF TRAIL FENCING >_'' sT�aKl��C AVE.
$ $ TOTAL L.F. OF CITY MAINTAINED WALL � � TRACT 16545 RANCHO CUCAMONGA
L.M.D. AREA $ $ TOTAL LF. OF CITY MAINTAINED FENCE U
£ TITLE SHEET
L
Q
TOTAL STREET TREES BY BOTANICAL NAME:
lql�kpUnderground Service Alert FRA •2660 APPROVED BY: �9 DATE: 4K�_12 a LAGERSTROEMIA INDICA 'MUSKOGSEE' - CRAPE MYRTLE 9 CITY ENGINEER ..c. l�G(.l�t ' (/�� RCE: 24
ANDSC�IpF DESIGN PLAN PREPARED BY: RECOMMENDED
N_
FRANK
- 1� PLATANUS ACE RIFOL I A - LONDON PLANE �°" e ocher F.R. RA CHER
CALL t —800-2LL FREE 1110 c> DRAWN ASSOCIATES. INC. SHEET
N, 1 •v - �j * * STAFF landscape Architects
o MACSNOL I A G. ST. MARY'S - N. C. N. �l roc b ,� PHDN :(•1. > . m4 • , �. o> o L—� of 7
\ 14"1 (714) ses-i't7� rug(�na) ON-GMtmCA
CHECKED DRAWING N0.
TWO WORKING DAYS BEFORE YOU DIG p f ��
w F.R. DATE 8/20/2003 R.L k NO. 1110 1984—L
PROJECT SNEET NO.
- — - - - - 5 OF .�
CONCRETE HEADER GkANITE BOULDER -TYPICAL
of
Oi �' • ��� t2' 1:Z' 10' Z7' 14' 15'
• g 42, I�} ?$ t3 S q !2 Eo 29 l3 to 1 31
8 N1'A eTREET
Ilv'✓!3 3�r.c.
x.12. G-
L _j }� s — - Sd STORM DRAIN !� - -
-' �: ,'
--- ------
• �� -f-- -- ------ _ - 1�,� ISS ,I ------- --- 5 ____-_---- - --- - - --__ -- — — --_ _ - --A 1 -
�` , ((0 19 TG
111d
ALL BOULDERS IN PARKWAY IN FRONT OF SIDEWALK SHALL HAVE A MAX.HEIGHT OF 24"
GRANITE BOULDER TYPICAL I
I _
-Q N
RIVER WASHED COBBLESTONE-TYPICAL _
6
lo'
E _
TONE EDGES SHALL HAVE SMOOTH TRANSITION (SEE DETAILS BELOW) --�1� N GRANITE BOULDER -TYPICAL
TYPICAL—ALL COBBLES r
tu
-
e
- 0
181'
-o
- O N
f N
O F _
''^^ ry_> _ 1'Z
O ,
• RIVER WASHED COtMESTONE-TYPICAL ° N
W/b"CONCRETE DEADER ON ALL EXPOSED
EDGES (SEE DETAIL BELOW) 'o r�
12' '
Id
1[i3�G.0 F<a.
_ r
IV 1 v.
NOTE:BEFORE ANY WORK COMT MgCES.A CONFERENCE SHALL BE HEU)
CASE 1 111~n^mass Pur=9 v —
cum me ouc Toa MORTAR JOWM TO ACCENT COW". WITH THE CITY'S REPRESENTATIVE AND T`HF CONTRACTOR REGARDING
ooeeemoPs
moewKx • �F" f GENERAL REQ OF THIS WMX,
w
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN
ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORIG ALL
DISCREPANCIES SHALL BE REPORTED FOIA DIRECTION IlYSMIATELY TO
Nampo copcogg"m
O
N THE CITY INSPECTOR
CASE 2 �E PERISTD 542—A rl ata s/M ff "
ao�eeFsraF� Ew OF COeas CONCRETE HEADER 11r RADIUS -
EDGES AND F*M PER PLAN Q
I Of LAW INSTALL AT GRADE LEVEL AT SWALF
Rossa�cs) 34 0 12 -
- F`.
- ��rT rnewtRr 6' OR 6' ';
PEE NOTE FFM GRADE -
CASE 3 --� #'1—24---1 r f— 1 _
y M
� r rw roRTrFem saoMc TwRu
-r
Ln BANYAN ST»T «�.
_
O'N
;c
.. � °D1EA � •/p VA ' •' RE-eliR ootmNuous AT
en r wL r r� Rf10. �M OTHEhWtSE TED) td _ NO. D E S CR 1 PT 1 ON OF REVISION D E APR Y
-- - = VED
r roe Ton ane
CLIPS 4UM SEE DETAIL FOR -
•� rex CRY SM L34 END �M0"10N . O
•� FM �' �' CITY OF RANCHO CUCAMONGA
jz PER Cmr STo 534
"� ' t {
_
_1A o
1
' BANYAN ST. & ARCHIBALD AVE.
Lr M.. JO, -VWOLI� STREETSCAPE
r L r i i 0R WN-K -
- w s i 1 M CO"Dr " i N ,.
, p = TRACT 16545 RANCHO CUCAMONGA, CA
,. CoKWM Cuss 323-D-2300. _
+ CONSTRUCTION PLAN
L ROdt S12E5, lnitfSS 0TiE1irRSE SFEtrtED lMt1 R
—�, - ---�- i — RUi1Cs)E1tS: WJ(. 3'0' !W. 2'0• � 1
COMESTOMM: wa. ,-s• - WK r""OK RX we ICD I Lo24.33 T.G • SCALE: 1 s 2�
c ( 3 906MM svu K" 1 J3 DAKOWPIT• COSSIM aFMll M W 2/7 EtlePOMF1F► 1.•PROVbE SCORE JOINTS AT 10'-0' O.C. ANO 3/Q' EXPANSION
JOINTS AT 20'-0' O.C. l&3J.2 F.R.A. #2660 APPROVED BY: -
�y _ w SPACES eerTR�M sroMEs sou eE nuc wm+ «aes•o�woar,re T P�F1r cae„► RCE
- _-- - --r -- Q TO 2-1/2 PMTS vw, ZOM PS POOR t co+n r COWRM (no IM-Prcrc' s ALLOW l Z $* WIDE CONCR HEADER BETWEEN CITY-UWTAMEO TUW ANO '
� _ DATE•
,�wr,E, , „sa FT, a,w ec w* O sr ,►+E an .rrcc,at rna, r0 GROUND COWER W-,kS AND 13ETWEM CMY-MONTNNED TURF AND CITY ENGIN EER (,(,(,( / 24953
-, _ � WM RE> RO« , PRNATELY-AMltv^I4,.�1 AREAS. GRANITE BOULDER -TYPICAL --�-
L i t' a FRUL RESTIM PONTI M a Nl RCCMS TO W rrrna+Er W TNe TW CRY wPECTa1
L � RECOMMENDED
I z I1oaa_srOLL eE seroorlt nocntoEO iFeo FTSE Cr asncnew+eTe Dena>raerlOMs AF0 deesy[aTa1 ooFFtEF1I' 3. CONCRETE TO BE 5�0-c:-s:+e�C WN. Lt�N CAPE
DESIGN PLAN PREPARED BY: FRA 26(00
Au CONWE STOME� Swu HAW rte-COMM, WJM Is rw ma Ar PL," CONCRETE HEADER
,` Frank W. Cy FRANK
It ROC=W[ 90" FOLLOW CRAM NHM MOM DOST AMD MOM PIN n n i1U.a KL Win " M TM[ RAk. cdmacher � —
Q a 0 RANCHO CUCAMO GA CALIFaRNIA R RADMACHER
�s CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY F
C. #� Io
F '4 DRAWN secn��rATES, INC. SHEET
j AREA MAPPED o" °"`° ° RIVER WASHED GRANY"I'$ STANDARD F•LIW CONCRETE HEADER Tia KAM PERIMETER WALL/PtLASTERS PER SEPARATE PLANS * _ l_ J Landscape Architects L- 7
NO &--ALF- N COBBLES'fONLS , b42 634 BY FRANK RADMACHER ASSOC. `��� (Dote) �.t` v v ;�Y '� FAX 4 4� 6 CA �� 2 of
f p CHECKED DRAWING NO.
.-+ > C"11 PIGUCCJt DA 11e W M STAMWM WOUIPWAT10MS FOR PU" WON" COMSTRIXT10M E
� a cR.ei o�1�rcR BATE use wrtx srA+eowie sPcrncArlol.s Tae Pusex roRles ooMsrttacrlOM sir i � 1 THEtT s Cer t f7 f C A 1.�
B F DATE RLA NO 1/16 1984-L
i
i PROJECT SHEET NO.
—� OF 1L_
r
I
x+51 1-1/2"DOMESTIC WATER METER "A"
5� o� BY OTHERS
Anrl372 5•F
Anri 111r
X70�F " �QO 5.F
��� STR��T ELEVATION = 1633.82 rc,
STATIC PRESSURE= 105 P.S.I
.10 COBBLESTONE—TYPICAL I `}Tc MAXIMUM DEMAND=25.0 G.P.M.
1C04(oQ2 T-c- CCWD CONTACT: RUSSEL SILVA (4J2412004)
STOR C7RAitd f4c -L dAol.
el
�n.a.s. a aw.,w.er ` ,i wwa
- _ +�*�*-.� "" i , ' MAKE IRRIGATION POiNT OF CONNECTION IMMEDIATELY
Y
y f �•j� DOWNSTREAM OF NEW 1-1/2"DOMESTIC POTABLE WATER METER TO
ii 1 4 3 � r -- /� z d i �a 7L /y w -v� y. '/i i. BE PROVIDED BY CCWD,COORDINATED AND PAID FOR BY THE
--
lei, V41 `1 — — DEVELOPER. EXTEND NEW TYPE`K'COPPER PIPE(OR AS PER LOCAL
�"' .� CODE).
Ir,54.91 T C. AT P.O.C.INSTALL A PRESSURE REGULATING VALVE IMMEDIATELY
DOWN STREAM OF METER. AFTER PRESS. REG.VALVE INSTALL A
�Z REDUCED PRESSURE BACKFLOW DEVICE. INSTALL BACKFLOW IN A
- r
~L MODEL' COGS_2'COAST GUARDSHAI STAINLESS pTEEL'ENCLOSURE
5 'h•' I �' ,iV i(i 33.82 T G•
-INSTALL CONTROLLER IN ENCLOSURE PER CiTY DETAIL. NOTE:
DEVELOPER SHALL PROVIDE 110420 VAC ELECTRICAL OUTLET TO THIS
LOCATION. CONTROLLER SHALL BE CALSENSE(SEE LEGEND)INSTALLED
IRRIGATION LEGEND - ' �/t`, MASTER VALVE IN A STAINLESS STEEL METERED ENCLOSURE. (SEE LEGEND). MOUNT THE
Description L I ANTENNA PORT ON TOP OF THE ENCLOSURE PER MANUFACTURER'S -
_ Sym. Manufacturer Model No. p
Q „ pop-up p spray psi, Q gpm) 'Y211 SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE
ra olo ra o�0 res ow vcs-ora v�-aeo ra-oao PGsazs res tis PCS-M ra 3�0 - Rainbird 1812-Sam-Prs-8-Q 12 o u shrubs ra (30 s� 8 R Qtr,.26 r `
tr �r s6.0 S-0. S- o.9 1.n t-1 r.r 7.T Rainbird 1812-Sam-Pis-B-H 12" pop-up shrub spray (30 psi,8'R, Half, .52 gpm) I ""' OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF•
am ' 1 1 a'67 r' Ill ill 0,1 °'� 421
ti 11 0,9°'s) "+a — Rainbird 1k2-Sam-8-Van 12" pop-up shrub spray (30 psi, 8'R,Varies, .26-1.05 gpm)cow Al
i THF.ENCLOSURE TO BE DIRECTED BY THE CITY'S REPRESENTATIVE.
aw .>Iy►, aw rd AM a,eMrs art u
Rainbird 1812-Sam-Prs-10Q
1Z"pop-up shrub spray(30 psi, Qtr, .39 gpm) 1
r
A n _ _ _ __
V- Rainbird 1812-Sam-Prs-10-H 12" pop-up shrub spray(30 psi, 10'R, Half, .53 gpm) 1, ,�y y THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE
s r nA Rainbird 1812-Sam-Prs-10-Van 12" pop-up shrub spray (30 psi, 10'R,Varies, .39-1.50 gpm) l� �� CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR _
r pa ♦ p,4 __ _ -� I r! THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO
a — r nA r Qp r _RA ,
Rainbird 1812-Sam-Prs-12-Q 12"pop-up shrub spray (30 psi, 12'R, Qtr.,.65 gpm) �� BE PROVIDED BY THE SCE,COORDINATED AND PAH)FOR BY THE
— -- -- —
♦ r � r or Rq , I DEVELOPER:
Rainbird 1812-Sam-Prs•12-H 12" pop-up shrub spray(30 psi, 12 R, Half, 1.3 gpm) �Z 20,4,'
r nr f -- Rainbird 1812-Sam-Prs•12-Van 12" pop-up shrub spray(30 nsi, 12'R, Varies, .65-2.6 gpm) ' n jf� I t i 9A05-F
-- - r
rw r Al r n,�-_ x 94 x 9n � _-- R-inbird _ 8:2-Sam-IPrs-12-F 12"pop-up shrub spray(30 psi. i2' R, Full,2.6 gp:r;r
r R4 W 91) ® �l►"'
lx r AA r RA n' Q4A_ ___
1Yr - r - Q Ir nA --� ao ��' 94 >t 911 _. Rainbird 1L'12=Sam-Prs-15-EST 12"pop-up shrub spray(30 psi,4' x .15' R,.6 gpm) y .4� \
�U t
'a' r --n4-_- ° - -_al) __�'_-_ an 0 - - Rainbird 1812-Sam-Prs-15-SST 12"pop-up strip spray(30 psi,4' x30'-R, 12-gpm) �� ' r1 M 1520 -P,
fin r g� r p r_ nA r 2n u M
i1r0 r 0 T AA r pA r RA --'r--Rr) n 9n 7 tr
lzr r AR s -PA T al) e' 94 1r go Superior #3100 N/O Brass master v$lve. Wire to Master valve circuit. l'
iso r /lA s ng 9_ Rn 1r an - 1s 94 _ �
isr ---- - s 1 r Qli lr an �� N•�__ � M- -- Wilkins #500 .1-1/Z" pressure reducing valve.w be set at 83 Psi er fielA ald)ust to Provide a
lsl r r p1) r A4 it- Rq is - -- city required residual of 15 psi.
A�
!p__ �t11_ r�' Kq W Nim #585-70-66 Brass ball valve.Line size. Install in round box.
ism - s OAI 8" R4 _ ,r N� W M
1s< r oa s nA �a-p.l; -rr-=_pTi 1r M Rainbird #33DNP Quick coupler valve. Install in round box.Heat brand top "QC" .
W,SlA r p,� r pg r RI m A4 r µ� _ _ ___ —_ _� Rainbird #f?FB-CP-PRS-D Brass automatic pressure regulating valve. Sizes noted.
'' r oa- q- JZ4 Ir P'' 4 '"� Data Industrial #220P 1-1/4"flow sensor. Install per manufacturer's recommendations.
- -- --
;e1su AA r AN _ 'I !� W
7a SS r A•8 7 RN-- 1r AA Zr -Al) — --
s- pq r -pa _r z,4 lr _ N� ��_ - J — � Calsense #ET2000••12-LR/RR,TP-I,TP-110 w/LR/RR dome. Install in a V-I-T.stainless steel metered �
mss r pq k r A$ r M I
sae r Al _ r nA r _n,4 _. enclosure. Model No.SB-24SSJ124V. ': �v � ,
- --- - ,
A4d r p4_ r A4- ► ng - Q
Febco #825-YBV.1.5 reduced pressure h ckilow device. instae in a"CAASTAUAMSMAC K"STAMILESS STEEL OSIJRE _ -
- - �. Rq_ r-- 0- r A9 s _ nA Model No. Cii-2 }
scsr-0 r as r ,aq s n,� 'Q
lssc rrr n1r1 A Tr7' QIr21) I1'rit'QIr34 �r1r(4fr4q Krlr)t9rra 1-1/2"De"wstic Water Meter by C.C.W.D./Irrigation Point of connection
ASST rrr Rrr;1J fill' Q704 frli Qlr4,4 9x11' a,lrl3) — k
- — - -
�is(Si rrr nlrl,q rrir n2ra11 1119 pZr4b1 rrir p1rSid 10 19' nzrS,S - _ 105 PSI Static pressure available. +7L r
usn rrs nzrl,q rrla 0,20..11 r1W n?r4q- �x1e n?r�,$ Pressure n+ainline,bury min. 18"deep. Use Class 315 PVC for 2"and larger,use
lisp rrir nsrltn'fair VIM SCH 40 PVC for 1-1/2"and smaller n
aord type indcaks Me mme l ranWxrel coria rna i b ar•nieve cam"pertamanae at 3a w t7,1 W. 1 L + �
Sari wane*Ved at 50 asp I W a•10 m.,tl Pnwr a MkOV dcclance mm%"mel Dint x",may�'r*hffy vMr W-P ane'17"
nn� SCH 40 PVC non-pressure lateral line,bury min. 12"deep.
Mvfe-Rekr b cabriv nmarm br Doom no?*xkcrion. � 14 '
Valve Station Number
G.P.M. M
Valve Size h tj COBBLESTONE—TYPICAL
Square Feet DOS. q
IRRIGATION NOTES: r�
1. Contractor shall install all irrigation equipment per local codes and ordinances.
2. Contractor shaft inform Landscape Architect & City Inspector of any field water pressurelmeter discrepancies.
3. Contractor shall eliminate excess over-spray onto buildings and pavement by installing R.B.PCS screens. I .
4. This design is diagrammatic for clarity purposes,do not willfully install valves or equipment outside of planting areas. 1i N
5. Contractor shall install Rainbird"PCS"screens in each head. (Refer to chart on this page) ''
riL
hi - yy r/L
y4
NOTE: BEFORE ANY WORK COMMENCES.A CONFERENCE SHALL BE HELD
WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING
' GENERAL REQ OF THIS WORK
9 1„ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN
PRESSURE CALCULATIONS 1 yt ON PLANS AT THE SFFE PRIOR TO COMMENCEMENT OF ANY WORK. ALL
r�Z r, rl
n DISCREPANCIES SHALL BE REPORTED FORZ DIRECTION IMMEDIATELY TO
Mater' Meter # * 1 Size -_ THE CITY INSPECTOR
Elevation !1033.8 J h1° Ib5
Static Pressure High b S Low 98.
Source of Information G U IL-\/A
I �q QQOS•F
Phone Number - -7-
Date of Information .4-2G -Zoo �y
H.G.L. Mean Elevation — (Required if static _ I
N pressure unknown)
.4 I F
Hater Meter Elevation ICi33•S2'
k.
f � _ X .433 /ASN1q 2�
Q
� Remote Control Yat=e : r_Pt i0 Size
BANYAN STREET Me�iak; vera •^ > G.P.M. f JJ /40o S• .
Ln o - f
Elevation of Highcs, -r 1 - 23
M Pressure @ R.C.V. - ____ P.S.I.
$ I '. L/ NO, DESCRIPTION OF REVISION DATE i rf
.-,
s - - Size Item P.S.I. Loss {•
-� Hater Meter f.3 � t �
CITY OF RANCHO CUCAMONGA
Press Reg. (Fall-off)
1 2-S
--- -- rr R.P. Backflow Device 1Z.,0
F?ow Meter �. 1 O L
"`--
- AN ST. & ARCHIBALD AVE.
Master Valve .�
Zr Gate Valve (s)
3_� r Main Line 4.0
A Main Line 3 STREETSt" ,& DE
r
III R.C.Y. Assembly ,1
- Lateral Line Loss . 2
"• `J w Lateral line Loss . 2 TRACT 16545 RANCHO CUCAMONGA CA
--• ` i. _.
Q - -
r ✓ Lateral line Lvss
_ - g l2 _ IRRIGATION PLAN
I
Fittings Loss �10�) r I � SCALE: 1 s20
�- Elevation Change ,+-) 14 CD, F.R.A. X2660 - -
APPROVED BY: DATE: O
- - 1 t'�--:-_� Q Total System Losses: 32 te?�f'33Y'c CITY ENGINEER _ _ �/'L. RCE: 4953
-. Uy
T Pressure to Operate Head: 30,0 -
JOSCAPF DESIGN PLAN PREPARED BY:
Lp FRA "2660 RECOMMENDED
F onk W. cy� FRANK
.r Total Pressure Required: Cn 2•LD
- _ lowest Static Pressure Available:
Pre-Set Regulated Pressure (If required): 5.p mocker
� �'R• RA�MACHER
Residual Hater Pressure: 2,,0. 4- #1110 �" _
AREA MAPPED � .�.-.�vCIATES, INC.
City Required Residual Mater Pressure: 15-20 PSI DRAWr. SHEE'
* * l.J Landacnpe Architects
�.v. L-3 DF 7
0 NO !SCALE ,� �4� ;Dote) ��`! 14841PHonY(orbe 9tree t4 FAX 9uib 047- Ti CA S26W
F OF CA`\Ep CHECKED DRAWING N0.
fo -FillDATE !Z 0 _ RLA NO /110 1984—L
PROJECT SHEET NO.
�Z OF _.L�_
i
COAST GUARD SHAICiC BACKFLOW PREVENTER
o ENCLOSURE. MODEL CGS-_ ASSEMBLY
NIPPLE - TYPICAL o
(4) PLACES w N
WHITE r-__--------- - --- S M STOity DRAIN/UNOERCRCUNO I ', 07S
7� UTILITIES [ � �(^\ I. 7lEr0wr NURSCRT STALES
I STALKS TO fE Plums ANO
BLUE 1 __-- 1 z � ROUND PLASTIC VALVE BOX do `! � .
COVER ETCHED "IRRIGATION GATE" J R
1 o (CARSON OR EQUAL) I 2 sr I►EItP
TREE ENOI[I/LAR
ACR'
1 NIPPLE O
Z I
IS
TO PVAKON; "NO,
BLACK EPDXY FILED WATERPROOF I { 6" THICK X 12' WIDE ';,, FINISH GRADE I MIN. I I / ` �� ,•
CONNECTOR PRESSURE I i I CONCRETE PAD (LENGTH VARIES
IRRIGATION CONTROLLER_ REGULATOR BRASS NYE--- ( PER SIZE/MANUFACTURER) SIDEWALK UTILITY *TO► M INC K RACED AS LOW v
PIG TAIL EXPANSION FOR LEGEND
DIVND( STRAINER WITH eD I SLOPE
OPE TO DRAIN AT MINIMUM _
LOOP (Mi1.24- LONG) -._4.�: ST MESH L AS POSSIfIE ON TNNL' TIRYNK r0 DOP OF STAKES i[lON NKAO
PLASTIC VALVE BOX {CARSON OR MODEL NO. ( I�1 V( 1 I S L GUT�IDtFOR so FLCXWX
LOSE�SU►ON a IT P W-ERE SPECIES CROMTN l n v
EQUAL) WITH PLASTIC INTEGRATED ` MONEL SCREEN FINISH GRADE � • * NyirT PERK ` [
BALL VALVE - 1 1 2" OR SMALLER WITH I U N•A N tRuwK `
LOCKING LID. PLACE AT GRADE IN WATERPROOF ALL UNION �) IFI I STAINLESS STEEL HANDLE OR �l0 THE NEAo r° pR0'
TURF AREAS AND 3" ABOVE IN WIRE CONNECTIONS REQUIRED FOR I I I I I CURB AND GUTTER METER 10' I S' L r jx + v
•:!„..! " II MIN MIN \ "" Tk `(7) SETS of QI.IN;H rN[s i0► M to iE PLACED As S
RESILIENT WEDGE - 2" OR LARGER WiTH I I >! I * \ ACED 2' APART ATTACH WITH LO„ ,S POSSWE O„ THE
PLANT BED. '�>< :':� •' %'.! i'; ti`! Y'' I PIPE THROUGH I I TE V 2" OPERATING NUT F --'� ....,C.� CALVANIZEO StrWS TO T t TO AE Ow r
PIGTAIL uEXPANSION x x ! ? ":! I I fI I�- PAD �I 11=� PDXY COATED I +
LOOP iMIN.24• LONGI -- - -- I Z IbI I I NOTSOPON AS i0 L RKp HEAD OF TR[C .»ERE
_ Ir um w,Y `7� Loa: Pals ►l'Ct`INc or THE rRgc 'R,1 TOP or StAtccs iElor+
' I rr_J I I I NIPPLE - TYPICALC�I -� i VALVE I I Z' 0�. LODGE POLE ►avE s;wKEs TS
x io _ - - - - - - - - - r AIJ rw s.� c�Dc. �� o A WIN OF [' INTO UN-
1 2 PLACES 1 N W,,,, THi MEAD TO ORO>-� IIAIN TRUNK
FROM WATER SOURCE ( ) 1 TOP OT MOTS.L TO Ext:HD rF00D P*EstwvArw STAIN- SV'►OR* OR ALLOW ° - SPECIES GROWTH INAiIT P[RMI
NOTE: � �I (-
CONTRACTOR TO NSTALL x WHITE _ SCH 40 PVC MALE I
ETS OF CINCH
SPACED
SCOTCH LOK EPDXY FILED "� A.c (COMMON) I I I- ADAPTOR ---i� W 1
CONNECTORS FOR Ail FLO aD I I 90X COMPACTION - ILII E ypEwALM ;��� oaNcNu CRAOE dsruRDEo sols ANo roSArON ✓AEWS TAS LOOTATH G�ALSvLES 24
I � STA<ES OUTSIDE RppTs„LL SCREWS TO t' Loaf POLES
BLUE 77� = I 3" Y APPR l J 1� _ NN r Nr ItAI
REQUIRED 111 3" DR A S 1. r-_j \Qp ,a T f[RN tIG.Nro COMPACTED I I �- LTC- LODGES TINE STAMPS
SENSOR WIRE CONNECTION �_ I I CNK (r/
INSTALL SCOTCH LOKS 1/ I I� I II- ( I I I + _ I w00p PRE OF g-vE TO
I RAC_ iO tORr NATERINC •nTH
_ _I I--- - 33I - .. iLSIN LOCATED DUTSIDE OF ORTvE* I41HIA/UM OF E Hip
MIAEDIATELY AFTER WIRES ♦ f- -I II _ __.L I , CURS ANO GU�•EQ- ►I,Ar,T PIT I umO, uRIJED SOIL AND Pos,TIpN
NSTAILING FLOW METER. ♦ • METER - _III I� - _,..-II - I �y '- - 1!_111=III I STAKES OWSIN ROOT i.0
RED Tr II = LINE TO SYSTEMS 4 5 T 10-
V
10' III=II ��
BLACK MASTER CONTROL _ vI� MIN ,, MI•♦ I MIN YARDS
FLO VALVE RIGID PIPE AND RELATED Ff rNGS SHALL BE PER ELBOW
WL (4) PLACES ►' . '• I 1If'I III- TT w YUP: AR¢,.s ANO
FLOWMETEi4- WASHED CRUSHED CLICAMONGA COUNT( WATER DISTRICT STANDARDS. ;op VNOERGROUNO "I-IIC E-II1-
��.i AGGREGATE TO BE .•50'
STRUCTURE tS NATvE tYCKFKI .i w 1 j l-^ - i I "pP D: R s- GR TO (INTE,:� 7'
•11►4• OIAMIfTl11 FAME PLACED TO A DEPTH OF I CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO Z CATCH BASIN NO RY•<S v._.:R?t1I "% :OM GRAD;
SIZE AS FLOW 6• IN FLOW METER AND CONSTRUCTION. !"t. I�.i� II I I-I
'1` TRANS'Or'2MER VAULT twit )' pI;,V_i.�l ILII *= SALL -III- M�'RINC Sit" FOR RC90:vTIAL AND
T _ _L COMPACTED 3" iE>fv TO FOI!v
_ pouND COra NIST LATIDNS LOCATE
NOTES ! AICTES •INN; A T_TO A. (7) i-1 I n � -ILL OVTSAO: O R AT PIT s,RNS tt TuR-
METER SIZE MASTER VALVE BOX. Dv.S ,^ WIOTr O� �I /I II-II MEAS TO iE R;.OVLO PRrpi TO C;T"
pAMETER SAM!SIZE 1. INSTALL PER LOCAL CODES. AD :`f� �.°ti
THE ROOT BALL
AS FLOW METER SIZE I 2. EQUIPMENT TO BE INSTALLED AT A MIITMUM OF 24" FROM ANY bo * 1. TREE SPACING SHALL CONFORM TO PLANS ADP�O BY TH'_ CITY ENGINEER I=1�iRoI -I I-_ _-�III� ACCEPTANCE
MINIMUM DISTANCE DOWNSTREAM OF k STRUCTURES OR HARDSCAPING. � 2 ALL TRCES IN THE R.O W ARE SUBJECT t0 LINE OF SIGHT -111= : HE111-11 =I I El I111 61
UNINTERRUPTED PIPE 15X DIAMETER 3. WHEN UNIT iS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) CRITERIA AS APPROVED By TRAFFIC ENGINEER _ _OF FLOW METER SIZE) 3. AT ALl LOCAL R.S 1II I iI -III=I I i-I 11- =111-
_ MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3/4" WASHED CRUSHED ► TDSNTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1 sl I I I EI I LI I EI I I-I I I_I I tf I f-I I I I i
4. ORIENT UNIT PARALLEL TO STREET. AGGREGATE BASE PARKVIAY TREE AT A MIN OF 25' FROM BCR OR ECR. - - f-'I ^II(=11
IN MULTIPLE FLOW METER/ M.V. 5. SCREEN UNiT WiTH SHRUBS WHENEVER POSSIBLE. II1=111-111=III-_1111=111-III-III=Iii- i E
uNOISTVPlED NATIVE SOI -A I I-I -ilI
MINIMUM DISTANCE UPSTREAM OF INSTALLATIONS MAXIMIZE THE a MAINTAIV S FEET FROM CENTER OF TREE TO EDGE OF ALL uT+OERGROUN� IEIII-III-III-III-ii IE _:II
UNINTERRUPTED PIPE (LOX DISTANCE FROM THE 'TEE' TO 6. DLALETK FITTINGS ARE REQUIRED FOR CONNECTIONS OF I NOTES:
PLACE AGGREGATE PRIOR TO INSTALLATKNI OF VALVE BOX. FAC41TIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY
DIAMFTER OF FLOW METER SIZE) EACH FLOW METER TO MINIMIZE DISIMILAR METALS. I
TURBULENCE. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING. OWNED WATER ! SEWER LATERAL ONES IL-III=I .IICII \ 11
-•/ ROOT f•LL i
3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. S TREES SHALL NOT BE LOCATED ON PROPERTY LINES „DOTS 11- 1 Y i1 NATIVE iACKFILL wT».Np
ND ES WHEN MAINLINE IS 3' OR LARGER. I 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. II I EE
ROCKS VII-AT-ER tww 3-
NOTES:
-
pea
T. WATERPROOF ALL WIRE CONNECTIONS WITH EPDXY FEL. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. S. STR£:t TREES ARE SUBJECt TO ILS?£CTION AND ACCEPTANCE Q1' THE I. REMOVE Nu4SERY SrAKEs 11=�I� ;I=1'' If=11E1 11(= 1F_: L F�11
ENGINEERING DINSNON 7 STAKES TO SE PLUMS AND PARALLEL. IIS IL-1I IPIE�1E11F_-II EIIEII II
B. IF ET SID ET), PRESSURE RLOOP. RTO 8E INSTALLED ON 3. STAKE TREE PERPENDICULAR TO ►REvA/LING WIND __ I I_j I�1 E33� 1�'I f�I S 1- I e I El 1 NArM SOIL UwdSTURlfo
INLET SIDE OF BACKFLOW LOOP. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7 STREET TREES SHALL SE PLATED AND STAKED ACCORDING TO THE CITY elk=lid_ sl�ll 'IEiI�11F_icllE'I�IIFII
2. MAXR,/IZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. ,
VALVE NUMBER.
- - - - STANDARD PLANS
CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA J
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA L TTI CI Rpp iKl WOTH
APPRDVED BY. STANDARD PLAN �"°°"°`�"Y' REDUCED PRESSURE ST"'m"'t°°`A" APPROVED ,Y, STANDARD PLAN
FLOE► mr= INSTALLATION V�'� CITY OF RANCHO CUCAMONGA, CALIFORNIA
516 BACKFLOW PREVENTER 517 - 3" or smaller 518 TREE PLACEMENT � 501 DOUBLE STAKED TREE ON SLOPE 505
1.5
CTTY ENGDEER IAA USE WN STANDARD SPECKICA,IOMS FOR PMOC WORKS CONSTRUCTION �T I CF, 5 DOUBLE STAKED TREE
CITY ENGINEER DAT USE NIR(STANDARD SPECNICA,On FOR PUBLIC WOWS CONSTRUCTION SHEET 1 0 1 R.C.. CITY ENGINEER DATE USE MRH STANDARD SPECWXATIONS FOR►UBl1C WORKS CONSrrtUcT*" $WET I DT l - 1502
R C.E. -" RCE. 24953 '
5 W - 24" ROX
STAND ALONE CONTROLLER WITH ANTENNA
LR DOME ANTENNA PORT
EPDXY FILLED LOCATED
OUTSIDE OF BOX. COAXIAL CABLE
MSLALLATKNI/LOCATION A HARDSCAPBNG SEE NOTE 4
PER CITY AND CALSENSE ( ( )
REPRESENTATIVE. " t CALSENSE CONTROLLER "
I i $ MODEL NO. PER PLANS - ;-- ,;1, .`,L �. 4' OF COAAACT[O COARSE GRN+O
;f,l S', y T,`. x` i WOOD FIBfR MULCH.
I- CALSENSE HARNESS =III I I-III-III- iIEAO£RKMOSC� / CONCRETE FINISH SOIL GRADE
120 OUTLET (GFCR. IRDWSWITCHE CALSENSE TPA BOARD I-I 1 I IA I I III III I I-i 113 I i-
OONTROL7LER�TO BE WIRED• Z Z 1 1-III I I-III- ETI I I( I I I T2'
MATCH CONTROLLER I,,,
`. "CHRr COM►ACTEID T Kft TO /ORT
TERMINAL STRIPS TO W� I-1 III -I I I�I OEPRiSSEO rATfRtNG sAsNN '
SIZE. vN =III - CLEAN BACKFILL - SEE I-I _ TOP OF 000TYIILL to ETTEND r
NO OPEN ELECTRICAL W1RMK3 SPECS. FOR MATERIAL. Z =III - CLEAN BACKFILL - SEE 4' tgop CHIP WAC.I DDP o► ROO*fAu ro v ORIGINAL GRAD ( �. •Dor r1MSN GRADE
SHALL BE IN CONTROLLER Y 90X COMPACTION REQUIRED SPECS. FOR MATERIAL. + [I nNO T ATO r
NA r-'- "::FILL WITH NO ftMCd
MOUNT AREA. FIELD WIRES N I-I Ell 1=I Ell 90% COMPACTION REQUIRED N FINISH GRADE
}y L GREAtCR tNu►N Y OwnNETER
00
I I I F l I I_ - (L.-I 1 F-I I IM!i iLi I(--I I ELcI 11- J WIN TtGrrit COWA:TCO tr
ALL CONNECTtON3 SHALL Z I=I NON-PRESSURE LATERAL UNE: N -III PROVIDE 6' MIN. OF SAND - - I LI I I�I -i f It�1=1 I L !I l=1 ILII I RAC, To tOar WATERI,.0 iASIN
BE WATERTIGHT -OUTDOOR =III I I C4H0 SNAKE PIPE IN I-I I - - -
-1 11- I -I i t-I
TYPE' CONNECTIONS. j -III BEDDING AND SHADDING
ENCLOSURE MOUNT �--� I I VSHOVEL CUT EDGE COMPACTED L I I I-
" =III = -I II Elie ll' 1111 111�11iEl11, I=II I IIII►IIII�L-
PRESSURE SUPPLY UNE: NATIV' SOIL
NOTES: SCH. 40/CL. 315 SNAKE _ . . . . ROOt "t _I l t l:
_ -I I( 11=1 I _III=11 I i 1=1Ti-I
LEI I I I= PIPE IN TRENCH - - - - -III - ROOT Mu I III
t INSTALL CONTROLLER PER MFG, PRINTED MTRUCTIONS AND PER LOCAL -I I (-I I I i-
_- - I III (III
CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR IA I I I I-I I - CONTROL WIRE SLEEVE - I I-
-I I 1-i l
ETI I( _ SIZE PER PLAN INSTALL I-i-1 I-I I=111=_i I_ I I- I
PRIOR To CONSTRUCTION. =1 I I=1 =I4=- _ PUI.tT .Ir ro L7) T.,Es THE I-III=III-11f-III=I 1-III-111=III '4'�° "T c» iW_s THE
CONTROL WIRES - BUNDLE - ADJACENT TO PRESSURL -I I I_I I ED I El I E I I=1 I-r 1(I_1 I I I+IOTH or t": RDOT i.Ll. •vT OF TN: AGO SAL_
2. CONTROL WIRE SEOLIENCE TO CORRESPOND TO THE PLAN'S DESIGN 1_1 I I _ AND TAPE AT 15' O.C. AND • -III-I I I (- SUPPLY UNE I-III-I I I�I I I -)I i�I I _I� I�E
SEQt1ENCE OF REMOTE CO/iTRGL VALVES. INSTALL ADJACENT TO NOTES: _
_ - I-III - . . . . . . _ _=1 i 11 i I=11 n I f=11 f=1 i c-I I- -I LTi i-I 11=1 I
PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE 1. "MR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL I LI I EI I L=1 I t_1 I F-1 I EI I _
3. RUN ONE EXTRA WILE (COLOR: ORANGE) TO FARTHEST RCV ON EACH -III-I-III -- I III--Iii-I I ( I _)I I---I _ _
I I I I I III-I 1 - _ SUBMIT A SAMPLE TO THE R+SPECTpR FOR APPROVAL. (IFI .- 'III-i I CI I E-III-III-III_I i f--i I I=
BRANCH OF THE MARNLNE EOR FUTURE USE. PK;TAI EACH ORANGE I i-�III= I-III- PROVIDE 6' MIN. OF SAND •I -)( _ -III-) I I-I I -I I - = SLEEVE - SIZE TWICf -1I Ell I I_I III I FI I I_I -I I=
-III= I- I I- DIAMETER OF PRESSURE 2. MULCH UNDER TREES AND SHRUBS AS DrRECT'LD ON THE PLANS AND BLEND r 311 I-I I-I I-I t=1 I I r-I 1=
WIRE AT THE ENCLOSURE. II=I 6" TYP. _
BEDDING AND SHADDING III-I I I SUPPLY LINE INTO EDGES AT GROUND COVER AREAS.
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK 6" TYp DL fACKFgL WITH I.O
ROCKS GREATER rNAN T
3. MOISTEN Mt1lCH AFTER INSTALLATION TO ASSIST M COMPA,'710N. D"'"'`TER
IN caoR � uANoIsTURsro NIIINE SOK
NON-PRESSURE LATERAL 4. PLACE NO MULCH WITHIN A C RADIUS OF THE CROWN OF A WOODY PLANTER. UND sTURSED NATIVE sOl
i. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE LINE SLEEVE - SIZE TWICE
CONTROL VALVES. DIAMETER OF NON-PRESSURE
i. LR DOME ANTENNA PORT TO BE OONWCTED TO LOCAL RADIO NOTE: NOTES: LATERAL LINE
ILRI AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 1. PIGTAIL AND LOOP CONTROL WiRE AT 90' CHANGES IN DIRECTION. 1. ALL SLEEVES TO BE SCH 40 PVC. NOTES
SYSTEM PRIOR TO ACCEPTANCE. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. N OX ROOT
fttwAr0 RNOT RA LOOSENING ALL IR;OTS At[OCE NOTES
(Mrs
2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 18" MIN. DEPTH 0� ROOT sAll 00 NOT CRACK RDpT TALL 0 ROOTS BT 100SENNC ALL ROOt3 At EDGE
3. ROUTE SLEEVING AROUND HANDICAP RAMPS. o• Ropr iA_ pp "IDT CRACK RooT All
T. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL COOS. 3' AND LARGER 24' MIN. DEPTH 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 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
'APPROVED /Y, STANDARD PLAN CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA "
"APPROVED 'Y' CONTROLLER ASSEMBLY STANDARD PLAN TYPICAL TRENCHING FAPBY, STANDARD PLN(532 TYPICAL SLEEVING MULCH INSTALLATIONINSTALLATION - TYPE A 524 _ 533 - 509 CONTAINER PLANTING COc CONTAINER PLANTING ON SLOPE �07
> IU CITT ENGINEER to .WIM STNiDARO SPECIFICATIONS FOR ftl" WORKS CONSTRUCTION SF[ET 1 �'1 :7 V CCICTYY ENOWEES VA UK TWIN STANDARD SPECWXATIONS FOR PUSUC WORKS CONSTRUCTION TAEET I OF I ¢R.C.E. 24953 R DATE USE WITH STANDARD SPECIfICATIONS FOR "UC WORKS CONSTRUCTION _ -
23 53 SHEET I OF E
W-POP SHRUB HEAD BODY SET TO PLANTING NOTES
1/4- ABOVE FINISH GRADE 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST QL1aFAsi acC
FINISH GRADE ROUND PLASTIC VALVE BOX AT COVER: STRUCTURE OR Stainless Steel 'ENCLOSURE.AND SHALL BE INSTALLED PARALLEL
SffE
ETCHED 'QC" (CARSON OR EQUAL) HARDSCAPING I TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. i. CCRNTiMONSRSWHICHCJfIREVENT T ANSI LLAT"}'MR
PAND
CONDIfTT01YS WI11cH PREVENT BrsTALUTIQN PER PLANS AND
FINISH GRADE 4. THIS DESIGN IS DIAGRAMMATIC.ALL PIPING,VALVES.ETC.SHOWN WITHIN SPECiFiCATiONS. CONTRACTOR SHALL BE RESP'ONSiBLE FOR REMOVING
L� PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE AND RE-RNSTALLMG IRRIGATION EQLRPMFM, AND REPLANTING AREAS
( .I(I�I I AT GRADE IN LAWN AREAS ' 18' MAX. I INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION
_f I I I I�I I I�I , BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LiGHTS.SIDEWALK,
t -1 I I- I(�( IF 1 I 1 - �•�,�.,> + UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES.
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPEC fFICATiONS FOR SOfL
-i __ - k. d.:w 1 S. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PREPARATION, PLANT PIT REQUIRFMENTS, STAKING AND SACKFiLL
OPEC ►ALF OF SPACING
I I I I I I I I I I I II I I I-i I I-III CLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL REQLARFMFMS. REOLITREMENT
_ DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE LIMIT OF PLANTER AREA
33 DNP QUICK I- T ). CONTRACTOR SHALL fAMIL1ARiZE IRMSEL fMERSEI F MTH ALL
COUPLING VALVE I i I 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF W LTH ALL UNDERGROUND UTMJTIES,PiPES•STRUCTURES,ETC,AND SHALL TARE SOLE
I-III WITH PURPLE I I- UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAiRIKEPL.ACEMENT,AT NO COST TO THE CRY,
RUBBER CAP I I T ANY DAMAGE OF SAID UNDERGOUND FACILITIES.
(III iii III RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,
STAINLESS STEEL FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
SCREW CLAMP 4. NO PLANTRVG SHALL M DONE UNTIL ALL OPERA I IONS M
MINIMUM (3) PLACES =I I I I 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES WiTH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN
Z I- FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS, COMPLETED, FiNAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING
2 3/4' WASHED I- WALLS,ETC. THIS SHALL INCLUDE THE;SELECTION AND INSTALLATION OF A AREAS HAVE BEEN PROPERLY GRADED AND►RFNIRFD AS SPE(IFIED,AND
ap CRUSHED •� ►-�- -°� PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS THE WORK APPROVED BY THE CiTY.
• > ► > >.
AGGREGATE BASE ►► f: • >► -A 1 �: AT INITIAL CONSTRUCTION.
S. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY A' I
SCH 40 BRASS NIPPLE _ _ 8. TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER AND LANDSCAPE ARCHITECT PRIOR TOINSTALLATION. FINAL LOCATION OF
III-III--I 11= HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION E AI
SCH 40 BRASS NIPPLE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A ALL PLANT MATERIAL SHALL BE EXCAVATION.To APi'ROVAL BY A
SCH 40 PVC 24" LONG QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RFPRFSFNTATTVE OF THE CRY PRiOR TO EXCAVATION.
MARLEX 90" STREET ELL QO' STREET ELL NEMN OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS
NON-PRESSURE SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 6 CONTRACTOR fs RFSPONtitll F FOR ALL.REPAIRS ANDI"OR REPJ►CEMFNT OF
LATERAL FITTING MARLEX 90' STREET ELL ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT iS
SCH PVC NIPPLE 9. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS S[)6
NON-PRESSURE LATERAL LINE TYPICAL (2) PLACES SCH 40 BRASS 9EP ELL MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH CONTRACTOR REPLACEMENT PLANTS,
U ITEMS SHALL OTHERWISE EXACT DUPLICATE OF NotE
ORIGINAL.WORK OR PLANTS.11T TIT SSHAL EXACT
ED BY THE CRY. I. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EOUAL
BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL SPACING (TRUNGIJLAR) UNLESS OTHERWISEEOUIR MENTSINDICATED ON
PLANS SEE LEGEND FOR SPACING REOUIR£MENTS.
ANTI-GRAM VALVE AS REQUIRED SCH 80 PVC 90° TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTTMATE KWOM ONLY.
NOTE:
� STREET ELL SCH 40 BRASS 90• FiNALQUANTITiESFORPLANTMATERIALSINSTALLEDSHALLBEGOVERNE'D 2. WItERE PLANTED ADJACENT TO WALLS. WALKS. CUR3S 0=
STREET ELL 10.IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER BY THE INDICATED PLANT SPACING REQUIRED SIMILAR LIMITATIONS. ALL SHRUBS AND GROUND COVER
i. LOCATE HEAD 2" TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY SROM U PLANTED AT LEGEND
THE DESIGNATED $PACING
AND EDGES of LAWN. LINE FITTING t4 REBAR STAKE WEEK(TURF)AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS) FROM SUCH LIMITS 5£E LEGEND FOR SPACING R£OUIREMENTS DESCRIPTION OF REVISION �'"'
2. USE TEFLON TAPE ON ALL MALE THREADS. 24" LONG) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 t WIIFTNEVER SHRUB+GItOIUNDCOVER ARF-AS ARE ADJACENT TO TURF AREAS BRiE Af►ROVEp
PRESSURE SUPPLY LINE P.M.TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE 3 SPACING MAT REPENTS ANT GOVERN THE FNWIL ON THE S
OF PLAT MATERIALS PLANT OUANi1TIES INDKAT,D ON THE
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. TIME. AREAS,ACONCRETE HEADER 1S REQUIRED,Pl1RSU 710 LEGEND ARE ESTIMATES ONLY.
4. HEAD CONNECTION AT BOTTOM INLET ONLY. AND DETAILS HEREON. CITY OF RCUCAMONGA
NOTE: 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF
4+ GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR !. CLEAN-UP SHALL TAKE PACE GN A DALLY BASiS UNLESS OTFIERWTSE BANYAN ST. & AD CHIBALD AVE.,
CITY OF RANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE ArPR°VEnBY THE CITY.
,p APPROVED DY. STNroARD PLAN- 40 H STANDARD PLAN START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE CITY OF RANCHO CUCAMONGA, CALIFORNIA
.;APPROVED BY, QUICK COUPLING VALVE IB. THE FOLLOWING SOIL AW"NDMENT'S SHALL sE FOR IIID PURPOSES ONLY.
HI-POP SHRUB SPRAY 539 w 53B ATTENTION OF THE CITY. SHRUB AND GROUND COVER S T�`C a PE
FINAL SOIL ANMFNDMFNT TYPES AND QUANTITIES SHALL BE BASED ON SOiL 508
v 1 V 11C
Y,CITY ENGPNEFa DA USE W,RN STANDARD STECNICATIONS roR►Usti: Wates eoNsrlNUCrION SLEET , , W elrr EINGtNEER 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000- 12 -LR(LOCAL TEST MFNDMENDATiONS(SEE SPECIFICATIONS). RFD RA THE REQUIRED SPACING
RCE. 24953 DATE NrSE 1RrIN STANDARD SPECKICArIONS FOR PLNlt1C 110RK5 OONsrRHCTION AETT 1 pF t Sal AMFTIDiriEN TS 6'IPTTO THE SOUL AT THE REQUIRED RATES PER 1,000 SQ.
IE R.cE. RADIO)W/TP1,TPJ 10 AND LR DOME INSTALLED WITHIN A STRONGBOX(SB) _
24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA ': �' TRACT 1654✓ RANCHO CUCAMONGA
PORT(EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFA(•TT IRER -"
4 CY.NITROGEN STABILIZED SAWDIUST _. _
NOTE: BF.FORF ANY WORK COM WNCES.A CONFERENCE SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT 120 iRS GYPSUM I�A IGAT I O N / PLANTING DETAILS
PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL 125 IBS GRO_POWIFR PLUS
-SHALL BE$F.LD WITH THF.CITY'S RF,PRFSF.NTATIVE AND IRRIGATION NOTES PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE C R -
THF.CONTRACTOR REGARDING GENERAL REQUIRF,MFNTS TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 11. LANDSCAPE AREAS SHALL RECMT 4-OF WOOD CHiP MULCH UNDER ALL - r'"''A'�26 6O` APPROVED BY: ' DATE: U
1. NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CCWD,IS REOUIRED
OF THIS WORK. AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE 13.THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE TREES AND SHRUBS.AND BLEND MTC)EDGES I G HERR N. G AREAS,
ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING CITY ENGINEER RCE No.- X4953
WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR
CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE OPERATIONS SHALL ACCOMMODATE THE MIL PRI CONTRACTOR SHALL �L�SCIPf DESiC►NE Br
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND PROCEDURES. PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER. SUBMIT A SAMPLE FOR THE CITY'S APPROVAL FROM
TO PURCHASE AND ?� R£COMMPENTKO
DIMFNSION3 SHOWN ON PLANS AT TAE SITE PRIOR TO PLACEMENT. SHREDDED MULCH is AVAILABLE FROM _ �� Frank W
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, 14.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF dmo hN!F ,, )''RANK
C ON"WNC%WNT OF ANY WORK. ALL DISCREPANCIES FOLLOWED BY A PRESSURE REGULATOR(IF REOVIRED),FOLLOWED BY THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE "EARTH WORKS" (909) 270-0088 1 DIPAwrN RADMACHER
BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED PLANS. ASSOCIATES, INC. SHEET T
SHALL BE OPORTFD FOR DlitECTION IIMR'IF.DIATELY TO BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN.INSTALL ALL r�j
EQUIPMENT PER CITY STANDARDS AND SPECIFICATKNNS,MANUFACTURERS' Jt .F'Y ! � Of�
THE CITY INSPECTOR RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE 15.ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO 1-1774 FAX
Architects
EQUIPMENT TO BE As oiRECTEO ON SITE BY A REPRESENTATIVE of THE CITY. THAT THE TOP OF THE SPRINKLER HEAD IS'4"ABOVE FINISHED GRADE. DoN e
tf. �-�OQL CI#CKEn � PNOiTE (7l4) BS2-1'1"F4 PAIL (7'I4) dJt-s921 ORAN7NG NO
14641 Yore. Street, Sn214 204 • TurttrL CA 111680
DATE _ 5'7.0-4 R.L.A. NO. 1984-L
PROJLCT S111 1-1 NO
I
I
-__..-_ _- -.-.......__...... - ...._.___....__L.._-_--__.__ -____. . _. -. __. _.._...______...._., .. . _....... _ _.-.. __.._. .__. _._......-._-_.._..._.._- ... '__ - __. . .- .. -.....__._ . _... _. -_. _ . :_ .. I _ '
I
3
S11"M ER MIRfQAT10N SPECiMATIONS
I
I
PART 1 - EQ"AL
1.01 DESCRIPTION I I
C. The m shell forbe re-fyp•d onto the CenfreeMr's Well ecd and shell cavi!.!, the fe11ow1n9 5. Use Ile x 10-1/4' round box for all quick aeupRweir rrb weihtsfeffed within en-structure landscaped cream. 3.04 TEMPORARY REPAIRS
A Soo" et Werk: Provide all "ober, materiels lntneaoAetlavi, end eerNeet "809961 /• fu all Neste" ill Information: Coon Industries No. 910-128 with green bolt-down cover or approved equal r
The City resve• the ftM 10 mall to ry ep mporarepoli as necessary t• kethe sprfnkhr system equipment In
Ir 1poin flon System as shown on tDrawings and deeo•Ibed herein. operatingcondition. The exercise of this right by the City shall not relieve the Contractor of his rot"netbttMies
W 21anda•dr. AN work ell recitals Ntol oompty w11111 ^9 *ad", •ehly order* s- q wife, and GUSYSTEM
GUARANTEE FOR IRRIGATION N. Sprinkler Hoadr: terms under the of the guarantee at herein specified.
regulations, and eet the minimum reoutrerr+ents of the fcndard Speclftcotions for Iubilc Works Cenwtrve"orr We hereby guarantee that the irrigation syel•m we hew furnie!ad and Installed k free from defects In materialsm1. All sprinkler hoods shell be of the some dee, typo,!and dellvor the some fate of preclplaloe with fin dleneeter 3.05 EXISTING TREES
(Green Book) blest edition. and workmanehlp, and the work has been completed in accordance with the Drawing• and Specifications, ordinary (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified In these special
1.02 DUALITY ASSURANCE t REQUIREMENTS woof and tear, unusual abuse, or neglect excepted. We ogres to repair or replace any detects In material or provisions. When M Is neeeseory to excavate OdJocent to MmQ Sx1strees, 1M Contractor shot" us* all ps*ttbls core 1e acct
workmanship which may develop during the period of one year from date of acceptance and oleo to repair or Injury to trop and tree roots, Excavation in areas when two (2) Inch and larger reoh occur shall be done by hortd.
A. P•rn+th and Fes•: The Contractor shell obtain and pay for any end all permits ell ell om- as required. _ replace any damage matting from the roroIring or replacing of such dof•oh at no additional cosh to the City. We 2. Spray heads shelf haw a screw adtustment. All roots two (2) Inches and larger In diameter, except direclty in the path of pipe or comduti, shall be tunneled
shall make such repairs or nploeem*nts within o reasonable time, as determined by the City, offer rocoW of i under and shall be heavily wrapped with burlap to provent *coring or excessive drying. When a ditching machine
6. Manufacturers 01reeflonr. Manufvehrroes dhectiol and dNe"ed 4111-0011 s shotI be followed In all cam" whom written notice. In the went of our failure to make such repairs or roplocernenh within a reatonobl• time after 3. Riser units *NON be fabricated In accordance with the details shown on the drawfngs. Is run close to tress having roots smaller then two (2) Inches in diameter, the wall of the trench adjacent to the tree
the manufacturers of articles used In this Contract furnish directions covering point not shown In the Drawings receipt of wrtlfen notice from the City, we authorize the City to proceed to hove sold ropolre or replaeemenh made shall be hand trimmed, making clean outs through. Roots one (i) inch and larger In diameter *hall be palnhd with
at our expense and we will pay the cosand charget mMin therefore upon demand. 4. Riser nipplht for all sprinkler hoods shall be tsame Nze as the Ase, opening In the sprink or body. two *ooh of Tree Soo[,I, or equal. Trenchadjacent to tree should be *loved within twenty-four (24) hours; and
ell Specifications. h when this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or conves.
Ordinance*C. Ordh+eneand Mpubrtm
lor. AN Iseal, umpet iciand Note larules, end rue ell n*reguletie �ev*rning or IROJECT S. All sprinkler hoods of the some typo shell be the some menufoefurer.
relating to any porton of this work an herby Inoorperoted Into and made o poi of these Speclfioottons, and their 0. Slewin 3.06 FIELD OUAUTY CONTROL
provlslons shall be carried out by tin Contractor. Anything oontelned in these Speeffleollons shall not be LOCATION. g• .
oonstrued to conflict with o of 1M obey* rules, regulations, or uMoments of the -erne. However, when "hese A. Adtuelm.nt of the System:
Specifications, and Drawings*off for or describe metrial,, workmonship, or construction of a bolter quo"ty. 1. Stewing under haqual. a or paved oras for motnl{r•, lateral ln*s or control wiring shall las Schedule 10
Spec _ P.V.C. or approved equal.
higher stondard, or larger size than h required by the obey* ruler and regulation. tin prevlsione of thoseADORfSSED. 1. The Corttrootor shoes flush and edjuN ole sprinkler heeds for op" turn psrfonhwemoe and to proven! overeproy
Spec•tflcoNone and Drawings shall take preoed"ow. P. Vandal Resistant Controller Eneiowvn:
o walks. roodwoys, and buildings as much os pose. le.
0. Expbnaflon o/ Dn*wfrtgr PHONE• DATE OF ACCEPTANCE: 2. N M Is determined that odjuetmerrhe in the Irrigation equipment will provide proper and mon h odequecoverage,
1. Contrelter enclosure shell be of *We and type of on the IMgetleh Orawtnge and "Ver"on Dole theel. the Cw7+roetor shall mak• ouch odjur"offt prior to planting. Adjus+mente may oleo Include chonge• In nozzle
1. We to the Seale of the Nowlt . it is net possible to Indicate all of elle, I'll". sheave, e+*.. whbh may be PART 2 - PRODUCTS
required. The Contraefor shall carefully InvesMgote the Structural and finished eondMlons offec1ti all of his work 2. A backboard shoes M s*evred to ill controller *ncl6suro housing le provide a loose for mourtlrtg the autornolfe efzes and degrees of oro a required.
and plan his work accordingly, fumlehed such flung*, etMi
c., as may be f"vlr*d to meet such oondorts. Drowingt 2.01 MATERIALS sprinkler controller and terminal strip.
O generoly
diagrammatic and Indicativeof ill wort: fc be Instolihd. The work shall be Installed In such a 3. Lowering raised sprinkler Mods by the nfrootOr shall be aeeomPHaled within ten (10) days oiler notMoeaon
by the City.
manner os to avoid conflicts between the Irrigolon system, planting and areh"ecturol feefures.
A. General: Use only new I ol*riais of brande ort typo* noted on drawings, speeffl*d herein' or airplay equals• 3. A 117 vote duplex box shall be provided with on On/Off ,witch, and a 117 volt receplaole. Metol conduit shall
run from the 117 volt supply to the controller housing. All power within the housing shall be properly phased. 4. All sprinkf•r hoods shall be set perpendicular to finished grades unto" otherwise d909 a! on the Orowings.
. 2• All work *&Wfor on the Drawings by notes Or detach Such be furntsh*d and If !a"*d whetter or net 6. PVC ►nssvn Mainune Pipe and Fittings' 4. A terminal strip *Wl be provided, siearty indlea"m the proper points of eonnecflon of all appropriate wiring S. Rain Mrd EFB-CP-PRS vetw• will be sin per nnanufociurers epeetflcOlon so that each lateral operates at design
SpecificaSpecificallyeeeolly mentioned In the specifications. 1. Pressure main Brie piping for Wz- 2" and kwW shag be PVC Close 315. (stolon valva, master valve, common, control contrail, pressure.
2. Class 315 pipe shall be made from an NSF approved Type 1, Gerd* I, PVC compound OoMorming to ASTM
3. The Contractor shah not wade Install tis• r discrepancies
system w shown to tin Orowhuq wrfml " k obvious In rosin spoelfleallon D1784. All pope must moot requiremsMs os sof forth in Federal Specification PS-22-70, with 0. Mfteeti0neous IrHgoaon Equipment B. Tooling of Irrigaiion System:
1M Held that obrhvaHons, grade difitnvio**, or discrepanetet In or*e dhneneiens exist that might not have been
oeneldhred In engineering. Such obstructions or differences should be brought to the attention of the City of an appropriate standard dimension (S.D.R.) (Solvent-weld Pip*).
Rancho Cucamonga. In the event this notification h not performed, the Contractor shall assume full reeponofbitly 1. Refer to the irrigation Plan* for sites and fYPo* of It !see! IniQelen equip tell. 1. em Contractor shall ngvetf fin of the C of Rancho Cu
for arty revision necet«rry. 3. Pressure e»atn Nn* piping for sizes 1-1/2" and smotler shell be ►VC Schedule 40 with solvent welded )Dinh• P�'*Ce fh' Cucamonga In wrilmQ nt IeeN 46 tun In
2. All mlee9floneous Irrigation equlpm*nf *hall be as sd•offled or approved equal. advance of testing.
j 4. Schedule 40 pipe Mel be coed* from NSF approved Type 1, Grode 1 PVC compound conformfn to ASTM 2. Test all p re Ines under hydrostatic Prsssure of 150 pounds per equar. Inch and prove we!*,i9M,
1.03 SUBMITTALS reel" spoclfioaflon 01765. All pipe must meet nqulrhm*mty as set forth In Federal Specification PS-21-70. 11 fAKLA - EXECUTION �.,
A• Material Noir S, PVC soivent-weld flingo shod be Schedule 40. 11-1 NSF approved oemfonminq to ASTM test procodure 3.01 OBSERVATION OF SiTE CONDITIONS Not•: Testing pressure main Rho* shall occur prior to InsteNoflon of the electric call!, I vcivee,
In cite Draw" 02466. 3. All piping I under paved areas she" be ivied under hydrotfofic prestun of 150 pounds per square Inch and
1. S Cencatlon shell famish fin will
llowedeent, ut prioh, i proeo*o*e l by he ►y A. All scot•d dimowf&m on approximate, The CORWV64W sell clwek end verify el sin dimensions and rsceM proven watertight prior to paving.
and Sp•cMlcoften*. No SubalMution evil b* allowed without prior written approval by the Cly of Ranch 6• Solvent cement and primer for PVC solvent-weid pipe obd ftftimgs *hail be of type and installation methods approval from the City of Rancho Cucamonga prior to proceeding with work under "his Section.
Cucamonga. prove b" by the manufacturer. 4. Sustain pressure In lnet for net IoM than •ix (6) hours. M leeks dewfop, nproae }Nark avid repeal test until
2. Complete mefeAot pet Mole he submltT•d prior to petforrrIng er►y work. Mvieriol RsT sheet Il�alude /M 9. Exercise *xheme core In excavating and working near exrallng utilities. The COrrtrvotor shall be r•sponsibto for entire system is proven water"ghf.
2. Com tivio model number, and do* fitted prior
all performoferiming
area equipment et be wed. Although momufoehrnr' 7. All PVC pip* must bear the following morkings. damages to utilities which ore caused by his operations or neglect. Check exlt"mg utilities drawings for existing
end other Information may be riflennt, Mo following all
k+ o guide to proper t to be
format: utility l000tione. 5. All hydrowtotle tests shall be made dnty im the Proven" Of the General Contractor and the
Cly of RerheM
o. Nominal pipe home C. Coordinate In lalalon o/ sprinkler mahrtah inctudi so there shall be no interference with U...*9 or Cucamonga. No pipe shall M baekttllod until " has beer+ obtervod, tested, and approved in wrong.
as Monufachirer Med* No. 0. Nominal pipe vis• other construction or difficultym lantin trees, shrubs, and round covers. 6. Furnish noeo*se force
o. Schedule or *lose planting 9
ry pump and all other Nei equipment.
d. Pressure rating In P.S.I.
1 6eNAfow Prey~ F•boo 625-Y-9V •. NSF (National Sanitation F•undelon) approval D. The Contractor shelf carefully check all grades to satisfy himself thot he may safeiy proceed before sim"nQ 7. When the Imigolon system is oampleled, perform a oorerage test In the pr*o,"e* of the City of Rancha •
2 Automatic Controller Colsonse ETi f. Date of extruslon work on the Irrigation sytf*t . Cucamonga to determine M the water oovwjge for planting orem b oompl*h ano adequate. Furnish all mohriols I 1
3 Matter Votes Superior 3100 RCV
4 Eta. Eta. [to. B. All f"lrigs ~ bear the manufacturer's name or had•n+ark, mohAof dMlgnolen, ofze, eppleobl I.P.S. 3.02 PREPARATiON one perform S all workboonrequired to cornet any s lmdl otod of coverage Dwi des to It Is deviations from the equate, or
when the system hos boon wilituNy, InNailed as tndteared on ileo Drawings when M Is obviously Inadequate,
IIschedule and NSF wen of approval. without bringing this to the ofhrttlon of the City of Rancho Cucamono°. This test shall be cceompllshed before
hrlgelon subnolflo must be specific and compi*te. Al items Inusl by Rated and shourld Inctu- solvent, primer.
wire, oonn*mort, votes, boxes, etc. No Ooplos of manufacturers literature (oatalog outs) are required as subm Mall C. PVC Non-Pressure Lateral Line Piping: A. ►hyelool loyoul: any ground *over h planted
Information. 1. Prior to Installation, the Comhoefor shall etre alolr• out oil pies re supply il"es, fouing and location of sprinkler 8. Upon completion of each phase of work, the •Mtn system shall be tested omA edjutted to m••f sle
3. Equlpmwi! or mahriah In-IoN d or furnished without prior approve" of the Cly of Rent C4eemenge mey be 1. Nen-txrssvn buried Iclora fine piping shall be PVC Schedule 40 with solve if JoHMs whom installed in heads.
njeeled and the mfrom the may be required to of eye Such materials frothe dk of his own expense. pbmtirtg areae. 2.
NTE
2. All layout shelf M approved by fin Cly of Rancho Cucamonga prior to Installation. 3.07 MAINTENANCE
4. Approve) of any tarn. elemaliv* or Sub iltule Indicates only that the product or products epterently moef the 2. Non-w amours 10101el line piping installed under payed omit the" be PVC Schedule 40 with solvent welded .
requlrhmenh of the Drawing* and Specifications on the bash of the Information or samples Subnmm+ed. j�� 6. Water Supply: A. The entireI,rtoaom g -y !no shall M under full aurlemole oporotion for o period of hewto(7) days prior any r
heet
3. ►Ip• sha" be made from NSF approved, Type b m trod• 11 PVC oompound conforming to ASTM rosin 1. The Irrigation systesh0" be oannecle A to wafer supply point(*) of 0omn*oaom as Indicated on tinrawinga.
j planting.
D
S. Manufacturer's woman" a snot nlwe the Contractor of his Nobllin jl
y under tuoreritee. Such Woman"es specification D'1711114. All pipe must meet reaulremt *et
mee forth in Fedsrot Speeffloa"on PS-22-70 with an
6. The Cly of Rancho CueomonQa reserves the right to waive or shorten 1M aper orlon ported.
*hall only supple.nont the guarantee, appropriate standard dimension ratio. 2. Connection* shall be mode at the approximate beolbn(s) shown on the Drawings. The Contractor is
responsible for minor changes *ousel by actual sit• eondinons. 3.06 CLEAN-UP
6. RECORD DRAWMCS: 4. Except as noted M paragraphs 1, 2, and 3 of this seeMen (2.018), ale requlmments for non-pressure loteral Nne
up -date a � set of Mus" 0 evo"d which shell be pipe and fMtinge shall be the Some as for solvent-weld pressure main line pipe and ftfingt as set forth In oeeNon C. Electrical Supply: Clean-up shall be mode on each portion of work progresses. Refuse and excess dirt Sholi be removed from the
1• The CerMraeto► Neots pe evtdS and keep ehp- 2.01 B of the Speelloelons. sine, all walk* and paving short be boomed Or washed down, and any damog• sustained on the work of others she"
coreeled daily, showing every change from the original Drowtnge and Spoelfloaflens and the exact Installed _ _- -_-.
._ _ locations, *lies, and kinds of •qulpmenl. Prints for this purpose may be obtained from the City of Rancho t. Electrical she Drawin for any and ole ovfemale eeMrellers shall b• mode to eleefrleel poinf(s) of caneneetion as be repaired le its original condition.
D. Mass Pip* and Flftinpr Indicated on the Drawings.
Cucamonga of coat. This sof of drawings shall be kept on the alto and Moll be used only as o record set. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
!. TM Centreeb► •hal make reef and legible notafMns on the record drawing progress sheets baly as the work 1. When khdleeT*d on The DrawInQ*, use red brats screwed pipe *dviforrning b Federal SpocNiaetion jWW-P-351. r Connections shall be mods of the by actual * l condrr(*) shown on the Orawfmgt. The Contractor b
proceeds, showing the work as octvalty installed. For example, should a piece of equipment be installed Ina 3.03 INSTALLATION
for minor changes souse by actual sine oondlHorts. A. o Con. Amyctor shall o •ooh In Its •
leectlon that dose reef match tike plan, the Contractor must Indicate that *qutprnent hot been ►�IooafM in a grapRle 2. Fittings ,hell N red braes conforming to Federal SpeeHletMon ;WW-P-460. 3.03 INSTALLATION PK°h fysfe►m mlr'el)' for the City of Rancho Cveamengo of fhne of Ansi
manner th as to match the engine" , tis ell ret indicated mu in the Irrigation legend. The room r4 equipment In a and Observation. Any items themed not Rancho
by the City of Rancho Cucamonga shall be reworked to the
complete satisfaction of the City of Rancho Cueomeng0,
E. Copper Pipe and F"tings: A. Trenching:
. dim"elons will then be trontferred to the original record drawing plan at the proper time. B. The Contractor -hail Mow widoi to the Cly of Rancho Cueamon a That the City has reesivd 0.1 accoveorles,
3. Beton 1M dote of the final ebssrvaftan, /M Contractor shah transfer eel Mrforrt+alen from 11�s record drawing"
1. Pip*: Type K. hard tempered. 1. Dig ionnshall sollow and wppori pipe aoretiDrawin on beffom + frerhah. Loy pipe to on own grad•. Trenching chat, record drawings, and •qulpmemt as required before final site observation can occur.
to er or Nmher m for material. Arrangements Moll M meds through tiny /or ebfafnlnQ said excavation shall follow layout Indicated on the Drawings and as noted.
P� �a Y 2, Flingr. wrought eopper, solder joint type•
s•pla irytor or similar mybr material. All work *hall be In waterproof India Ink end oppled b the mylor by a - 3.10 S OBSERVATION SCHEDULE
. t chnical pen made exprettfy for use on mylor rmaloriel. Such pen spoil be eim"ar to the** nWrtufcetured by 2. Provide for * minimum of hrerrty-tour (24) inches never for a" Irrigation ilnes Imia"ed under peeing or
Rapidogroph, Kuoffel k Esser, or Faber Coste11. The dimensions shall be mode as to be eatity roodoht* even On 3 J red aha" M eoldend with eilf-.rttMrtel! oer,X161ne,lt4eedminm, Boldus 174 1125 hordscaping.
1M treat eortiroler chart (*es Section C). The original mylOr 'record drawing" plan -hal he *ub**ilried to the Cly F, and Nquidue sit 8145 A. The Contractor Moll M roeponsible for nolfyfng fin City of Rendre CuoemorhQa In advance far the following
th Ronoho Cucamonga for ** Secti prior to tis• oginal fon of the controller chart. S. Provide for a minimum of twenty-four (24) Inches *°ver for all pressure *uppty lines of thr" (3) Inches or obs*notion meetings, according to /M time Ividfc�ted:
F. pohVches. larger In diameter, 1. Pre-Job Conference - 7 days
4. The Contractor •tel Nmemtie from two (2) permanent pol"to of Vie 0 0 , such es bWd%4 eerers, eldowe I. Bet Voles* (IN' and emelel 4. Provide for a minimum of efghiven (18) inches esu•► for ale pressure ouppty Ines of two and one hell (2)4') 2. Pressure supply line Insfa"olon - 24 hours
edges• road Intel sof ttons, etc., the le er"em of this following ltemr
nehes or lection
•• Conn*~ M exit" water Mmes. e. Bell valves tool M o ITS lo P b
SWronze cafes with threaded ends end sheet he •quipped with o sfefnteme •tele ve 3. Lateral Ilne and sprinkler Instotlelort - 24 hours
fear dl
S. Provide for a mlntmurn of feel
b. Conneetton to existing electrical power. i b. Bole velvet shall be Nthoo T- US-70-66 (12) Inches for ON nen-pressure Ries.or approved equal. 4. Automatic contra"sr Installation - 24 hours
O,
Gate volvet a. All Boli velvet shall be Instatied per detail.
6. Provide for ° mhrlmum cover of Nghherr (16 Irheh*t for ON centre! wiring.
d. Routing of aprhekhr pressure lrhee (dfinenalon Max. 100' obn9h9)• 5. Control win installation on - 24 hou
•. Sprinkler eontrot valves. 2. Reellent Wedge Dote Valve (2' and larger) 7. Refer to City Standard 120 'Trench Repair' whom within Cly pools sysoopflble to traffic lead*.
f. Routing of control wiring and beafloi a of ale price boxes- .
9. Qulek ooerpting vents a. ReelhM Wedge Gate valve shall be epoxy 600W and equipped with a 2' epsieling nut. B. Beekftling: 6. Pressure supply Ilse and Ieter0l lit Totting - 46 hours
h. Stub-outs for future oon we"omt. Is. Ro*lllent Wedge Gate valves *holt be No. 403 RT-RW as supplied by Wath or approved equal.
7. Coverage toot - 46 hour
1. Other rioted equipment as directed by the Cly of Rancho Cueemonge. a. All RotTilent Wedge Gate valves shall be Installed per detail. I. The trenches shot fs not be baektMod until all required Nsen performed. Tnnaho* she" be carefv" MlH
y baced f
S. On or before the date of the final field observation, the Contractor shall deliver the and aampfeted with fin excovolod mdterlah approved for backfilling, oonsiwNng of earth, loom, sandy cloy, sand, or other s. Final obesrvation - 7 days
I* the of Rancho G. Oufak Coupling Valves: approved material•, free from large clods of earth or stones. Backfill shall be mechonloally oompoeted In
�erbnly of fumtthng required nformationvthat amay be omitted from they prints.
for of a lands-opted areae to a dry density equal to adjacent undlrfurbad sell in planting areas. Backfill will conform to B. When obtervalons have been canduel ollm than tin Cly of Rancho Cucamonga, to Ow Md•nee In vy"
1. Qulek coupling valves shot" haw a braes, two-piece, body designed for working pressure of 150 P.S.I. odjocent grades without dips, sunken areas, humps or other surface Irregularities, of when *red by whom these observations wen mods.
C. Contra", Chorh:
2. Qulek coup" vch, shall be operable with a qutek ooupter key. Key Nze and type Mm
all be at shown on the 2. A fln• granular eleAle Im
al backfill will be initially placed on omo*. He foreign atter longer than one-hal (j4) C. He site observations will ceec
mmence without "A•-Bute rord drawings- The contractor sheet not 0011 for o
t. M-buflte drawings steoR he epprovsd by fin C11y o/ Rbrathe Cueemevige before e•ntre"e► e era pnpend. Drowtngs Inch In Nze will be permitted In the Initial backfill. slt• vlsM without "As-BvIM' record drawings, without completing pr•vioutly noted co"oe lone, or without
2. Provide on* eantro"M oheA for each oo"+r~ Soqu*me*. I N. Beekflew Prevmlen Unite per...111 � "prove City Cueamenge, preparing the system for sotd whit.
S. Flooding of trene►tes well b* a with ravel of the st Ronoho
3. The chert Mol •haw the eroe *oft! cited by the oufomalle eentroler ell shell Be 1M rviaxhr+I N-e which 1MCONCRETE SPECIFICATIONS
oonfrolf*► door will allow. 1. BoelfHow prsvemfbm unit she" be of size and type indtetimd on 1M lrrlgotien drawings. inset" bockfiow 4. M -eftiemetM eeovn end wbeequ*nf edhrshnsnts In pipe, valves, spAnMor hood*, l0wrrh, plomting, or other
Prevention units in accordance with the Drawings. oonstruoNon are noceetary, the Contractor shall make all required odjutim•rMs without *est to the City. PART i GENERAL
1
4. The chert Is to be a *due ed draw!rhg M tin eohro! InsMl•d sVehm. However, In the event 1 the eenhe"er 2 Wye sholmen of beekflow plover"or units shall haw a bronzed screwed boy with 60 n*all nroi i screen and C. TromehlnQ and Beokftii Under Paying:
1.01 Descrip"on
sequence Is net bQlDle when tho drawing Is reduced H shall be enlarged to a size that will be readable when WWI be similar to Balley *1008 or approved equal.
redvcsd. 1. Trenches lootod aunder armwhere pawl , asphaltic eencoo! , or oenereh led
will be insia , Shaft be backfil•d For *oncrah Infal lelom refer t0 the n
Siodard Sp*eMoelont for Public Werk* ,;onshvelon (Green soak: •
S. The chart she" b• o black "n* or bluelhhe oro"d print end a different color •hell he used 1{s kwileahin area tof - • 3• AN pressure main lin piping between the point of connection and the backflow pravontll b
e! shall Installed as with sand (o layer four (4) inches below the pipe and six (6) Inches obey* the pipe) and compacted in layers to 95 Edition per the City of Rancho Cucamonga). ilefor to Sections 4. 201, 303, and 400, as well as any *lees
r etle to
required by local code. The Contractor Moll verify with the local governing body as to material type and X compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the related to the Installation, per and post Installation of concrete work• materials, labor, and clean--up. The Stondord
cove eve for each etotlon. Installation proeedur" prior to start of construction. Submit shop drawing for approval. compaction of the existing adjacent undisturbed So11 and shall be left in a firm. unyfeidl,9 condition. All trenches SpS^_Ifloolion* for Public Works Construction is available from:
Shall be left flush with the adjoining grade. The Contractor shall set In place, cap and pressure test all piping under
6. When oemplefed and approved, the cite, shoes be hermetically soled between two pteeo- of �lo , each plea• 1. Cheek Vohs: paying P g
prior to the pavin work. 81 building News
being o minimum 20 mils. 3055 Overiand Avenue
r to the final field oboervolon of Itis on 1. Swing eheok vett 2' and amo"*r Moes be 200 pound W.O.O. Imo,20 eonstrueNom with nplac•ebre I. Ofnerefty, piping under exie"vig walk h dorm by Jacking, boring, or hydroulc driving, but where any cutting or Los Angeles, CA 90034
7. Tines chat tool M eompfaed end opprowd pin > ' clomposMlon, neoprene, or rubber disc and Mall most or exceed Federal Sp*elfiaollon WW-V--51D, Class A. Type brooking of sidewalks and/or concrete b mee•etary, l shall be done and replaced by the Contractor as a part of the (310) 202-7775
' IV. Contract cost. Perml"lon to out or break sidewalk* and/or concrete Moll be Obtained from the Cly of Rancho
D. Opo,~ end Melntei or" Manuals. Cucamonga. No hydraulic driving will be permitted under concrsfe PoAng. 1.02 Scope
i. Propel and delver b the of Rvnalte Cueemange w111eh "en eahI do days Prior to *Smtletior+ eT p Alliheroin valves mho" ol •f heavy duty virgin PVC construction ftert bewitF.I.P. thread fMet and drawl, hthrmof
Ctfy pads shelf M Stainless sfe*I and neoprene. Anil-drain corks shall b• Acid adjustotrte against drowout from S M 40 3. Refer to Cly Standard 120 "Troneh Repair" when within City streets suseeplbh to "raffle "cods. iumish and Insfo" all oenerefs work complete os Indbeled on the drawings o" as, specified, Irhaltrdlmg, but not
eenstruttion, two hard-eewr, three ring binders containing the following Informtollon: foot of Mod. Anti-drain valve shall be similar to the Valeon "ADV" or approved equal,
D. Assembles limited to the following:e. hada. stet which which eta! Comirectoes name, address, and t-1•phoe ll number, awhish Mats 1060h Itata"ed
rol
J. ContWiring- A. Furnish and est oilInf
neorcMQ steel, bo"s, old anthers.
•qulpm*mt end material Item Including nerves and addresero of mo*onufoehrr10001 rpmov"40Mwe 1. Routing of sprinkler krlgoMon "e* as Indicated on the Oraw mp Is dlogrortoo eatia. testa" ln•e (and various
b. Catalog and ports shoots on every material and equipment item Installed under this Conlrool. 1. Except as noted o"herwis*, commee"ons between the oufemale oeMro"ere and the eleeMa oonhroi valves thou oweemblies) In such a manner as to conform with 11% deft"s in the Drawings. I. Install all Mems required by other trades which on to be cost info come a!*.
o. Guarantee viol*morel. be made with direct burial copper win AWG-U.F. 600 vote. Control wiring installed In control wire oondv"
d Complete operating and meh+hnenee Irish v°Mome on all major equlpm wri. within structure shall be made with AWG-TW solid oopptr win. Pilot wlres shall be a different color win for 2. Install NO mufitple as"rmb"es in pfov"c lines. Provide each oeeembly with ifs own OU+W. C. Concrete mow step*, footings for walls, fencing, posh, benches, oft., when appilcoble.
- each automatic controller. Common wires shall be white with a different color stripe for each outomalc
2. M addMlon to tis* ober* mentioned maintenance manuals, provide tin city's mNntenance per�erhrtel wilt+ cantroller. Install in accordance with valve manufacturer's specifications and win chart. In no cosh Mall win efts 3. Install ON osoemb"es specified imo n in accordance wfth retpee"ve detail. In absence of detail drawings or 1.03 Protection
InNruetiome for motor equip merit and Mow avid**,** In writing to the City of Rancho Cueamango at the comet be lest them #14. SpScifleoilons pertaining to spscffla lams required to complete work, perform Such worts In accordance with best
of the ro that this service has boon rendered. - standard practice with prior approval of City of Rancho Cucornongo. All tinfth•d concrete work Nwl be barricaded to ped•oh am troftia for three 3 d
P jva+ ( ) eye• Barricade shot" M pbe*d
2. Wiring that occupy tin Same trench amd shod be indaled along the some route as pieswe supply or lateral �, lrn"atofy after concrete finishing. Contractor shall furnish, place and remove all of his own barricades.
E. Equipment to be Furmfthod: lines wherever possible. 4. PVC pipe and fl"ngs •hall be thoroughly cl•omed of dirt, dust, and mowure before instalfatlon. InstttialOn and Contractor Mall be responeibl• for any damage to new construction and nploeement or repair of the work shall be
Solvent welding methods sholl be as recommended by the pipe and Afting manufacturer. mods without added cost to the City.
1. Supply q a pori Of this eomtreot ill following toots, I S. Where mon than one (1) win is placed in o "remark, 1M wiring sheet be taped tog~ at 1,110 vale of fifteen (15)
eiN flet, S. On PVC to metol eonneelons, Me Contractor shall work the metol connections first. Teflon tope or Wrowb 1.04 Clean-up
e. Two (2) sola of special bah required for removing, dkessemblmQ end eQve"ng •cork tyle tpAnkler ell equal, she" be us" on all threoded PVC to PVC, and on all threaded PVC to metal }ants. Light wrench presrrre
VON e w "ed on this project. 4. An exporter" curt Shea be provided within three (3) foot of each wire *onn•e"on. Expomslom curl shell be of is all that h required. When threaded PVC connections on required, uta threaded IVC adapters Into which the Upon completion of ON eel cun cute work and before fine? acceptanee, the Con!cc! r she" remove ell took, surpiw
b. Two 2 tour-fool valve keys for Operation of gate valves. I sufflelent length of each p"ce connection Or each NecMc control cafes, w that In case of repair, ileo vale bertmal pipe may M Solwnf welded,
materials, apparatus. debris, Ste. from aft one and the Nshall be left in a clean, noel condition occoptable to the
a. Two 2 keys for each automatic controller. 1 may be brought to the surface without diseoncflng the central wins. Control wires shall be laid loosely in E. Line CI
n* •crone*: City.
d. One 1 quielt coupi*r key and matching hove MW for awry the (S) or froe"on thereof et each "O of quick trench without she or of elehing win conductors.
**up" votve installed. - 1. All lines *hail have a minimum o"eoronee of six (6) becthes from each other and twNw (1 2) 1 rel a from !tines of I i
2. The ober• n,entieed equrfpm•M shell be turned over to the City at the *anstueiom of the pf4w. BeFols final 5. All sp►love shall be mod* with Scotch-Lok #3576 Cortm*cior Sealing Packs, Ralnbfrd Snap-TIB wire other trades• with the exception of the control win N•we(s) which shall be instalfed adjacent to pressure supply
obeervatlon can occur• evidence that the City hos received material must be shown to the City of Rancho oonrt*ctors., or approved equal. Make only on• splice with each connector seolfng pack, Ile. Parallel lines shall not be instailed directly ovef one another.
Cucamonga. 6. Field pose b•lwoom the automatic oontroller Ord electric eentrof valves wll not be allowed without prior F. Automatic Controller As"""-
1.04 PRGDUCT KLIVM. STORAGE AND HANIXING i approval of the City of Rancho Cuoomonge.
Install as per rwonufoctunr t intfnrction*. Remote control votvM -ha" be eenneeted to controller In mrmMcoi
A. NOnd"ng of PVC pip• and fittings. The Conhoclor h cautioned to omegais• erne In hend"ng, M°dMp. K. Autornale Controller. Sequence as Mown on the Drawings.
unloading, and storing PVC pipe and ftfings. All PVC pipe Malt be tronst+orfed In a vehicle whleh allow* 1M 1. Automatic controiler(s) sholl be of size and type -hewn on the Drawings.
length of pip* I.; ilo flat •o es not to subject N to under bonding or o °oncomhall external load at any pelt. Any G. Nigh Volego Wiring for Automatic Confraller
section of pipe that has been dented or damaged will be dltcorded, and If Installed, shalt be replaced with new 2. Final location of outornatie eonfrolfer(s) shall be approved by the Cly of Rancho Cueemonge. - I 1. 120 vote power connection to the automatic controller shall be
provided the contractor. DESCRIPTION OF REVISION CITY
Piping. P� by DATE APPROVED
3. Untoes otherwise Holed on the DrOwingt, the 120 vol *leefrioal power, to ouch cvfemaffo eentrelor "coolers h to
1.05 SUBSTrivTiONS `` be furnishedher•
by ot . The final electrical hook-up shall be the responelblMy of the Contractor. 2. All electrical work she" cenform to local codes, erdlnonees, and union outhoAh
"es avli 9 Po%dletbn.
A, N the Contractor w%l oo to wb*tiwe
tute weir equipment or malMah for fhe M equilpm• or renatef►cte toted on the L Elleetrre Control Valve
N. Remote Control Valves CITY OF RANCHO CUCAMONGA
Drawings and Sphetfloation*. M may do so by provldng the following lntin ormaflon to fCity of Rancho
Cuaomongo for approval: 1. Ail electric control valves shall be the some Nze and type shown on the Drawings. 1. Install when shown on the Drawings. Mien grouped tegethor, allew at kcal iwehe (12) Inches bohoem
II adtanonf valva boxes. Install each remote control valve In ° seperOte valve box.
1. Provide a statement indicating the reesen for making tin *ubw►Hvflon. Use a eeporete shoed of pop" for each 2. All •lochia control vahr shall have o manual flow edtustment.
> wbmlri.d B�sJYAN ST. & ARCHIBALD AVE.
1. Flushing of System:
3. Proytde and instc" one control vel" box for ooah electric control votes.
2. ►reside seoMpttw eetoteg Rleretun, perfermorheo eheM and flew chaffs for *cork Iterrh te b� subslhrted. - 1. After ale new pAmkler pipe Knot and fleas are In place and oennecled, a" necessary diversion work hes been 1..
M. Centro) Vat sox*•: oomptefed, and prior to Installation of sprinkler heads, the central vatves shall be opened amid full Mod of water ST1�J..JETS Cl 11 E
3. Provide the amount of cost *evkege N the substriutSd item Is approved. used to flush out the system.
6. The City of Rancho Cucamonga Mol have the vale responefbMy In coceptfng or *cl^9 .4 tubmtltal Item t. Us* 10' x 1. Extension
round box hafor all gate with Conon ix* of Industries (6)#91Inches.
wlh gnerh bot-down oewr or
an an approved equal to the egvtpm•mt and materials listed on the Drawings and Specifications, approved eqtrel. Eztentlon sleeve -Mil be PVC with minimum size of lex (6) Inches. 2. Sprinkler f the Ma" a installed C only *Mer Hushing of the yet* hos boon accomplished to the complete
J. Spaatien of tis• sly o* R°^°^° cueamong TRACT 16545 . -RANCHO CUCAMONGA. CA
1.06 GUARANTEE 2. Use 9-1/2" x 16" X 11" reefengvlor box for e11 ekeMe control voNes. Corton IndvtfA•s � 1419-129 with g^sen
bo"_,,,,,m ae� o< equal. J. Sprinkler N•adr. IRRIGATION S P E C I F I CAT 1 C N S
A. The guarantee for the krfpaMan filial -haN be mode M ae0oMonee with 1M Of~ foul The Owwfal 3, Use 6' dlornw er x 8-3/4' deep round plastic valve box for all quick coupling valves. Corson Industries / 60e-12 1. fnaf°fl tis• sprinkler Mads w designated am the Drawing*. Sprinkler heads to be Instoflod in this work shall be � A � A L+L►0
Conditions and Suppkmvmtary Cond"tons of these Sp•efficatfor» shall be filed with the City prior lo occaptano• ,sit, grew^ flex-tock oevw or 0pprowd equal, equivalent In all nespec o to those Itemized. MA C V V
of the Irriganom sysfern. APPROVED BY: • . Pf1T�1 l �D`'Ja
f. A Dopy o/ the ouaroM►e form shall be htck,dee in tin oprallol� gree Rler"femofie. rlertuol. 4. un t-1/2" x te" x til" roi tonqufor box ter an 0oft control Valva InttaNtd wMin on-omb lanOmptd arm, 1, Speft of htadt !hall not eyead the maylmum Nfem on thl (11QM'IIIQt, hl M em !hell N tpaelml symg ■ -
Canon IndutMes / 1419-128 with green bolt-down cover or approved equal. the maximum ncommonded by the manufacturer. CITY ENGINEER - -2 / l/�/L�/�O249_53
RCE No.
`WSC�ip£ DEStCNED BY:
. rVQ � RECOtfNFNDED:
Fr k h Cry r. R FRANK f1
Rod ocher 1J
. >10 S - RADMACHER SHEET
;V_ -_ I
DRAWN BY: ASSOCIATES, INC,
� � L- 7
s; vo6 �� Landscape Architects �F
!fr ( CHECKED BY: PHONL (714) 692-17'74 FAX (714) 632-5721 G No.
pF C Ase
��E V 14841 Yorbe Strt Butte 204 Tustin r
CA 92880
F, w 1984-L
PROJECT SHEET NO.
COBBLESTONE, PER CITY DETAIL SHEET L-2 (TYPICAL) B
OF SIDE 111 '1 N rAN STREET 'III 11 �
ORM DRAIN:. f /r"� ►u _ ntt i1 1 • ,. t W LY
ir
_ R
liv
y k 4
'"v LMD EASEMENT —
_ / TRACT 16545 OT' ARCHIM D AVENUE
.f ,Y ,- ... .. _ ._< - � ,. f}r i < •r r _ , J�; <1-) t� '.1 .+.-_�'�..7�. a'b.v .� _ ,.,� s'- ,. h - ----- --
i1t k
a
. a
S 6
�� ...............
i `_�` 21
` VARIES .50'
r ' �/ PER1A/f7FR wACL PLR-3 (0.0' - 22.5)
S DD I PRFC6E GRADING PLAN Y 14' 36•
2' 4.5' 9.5'
- �j( 2 ,}- .• ' 5 PAD ELEVATXJN m 4 SIDENALK
2! s►a 5 PER PLAN
B � h csy�,� ��
F h
5 FA r
STReT o`t
5
T ,
Co t SECTION 'A=A'
Fj d REAR YARD SLOPE (LOTS 6-10 ALONG ARCWRA D AVENUE)
NTS
t
- AI
} PLANT LEGEND
2 $' LY
BOTANICAL,NAME COMMON NAME SIZE '� r ►1 0
QUANTITY TENTATIVE TRACT eoUNDARr
Q_ANYAN AVENUE
2 : k IWA771ef TR4CT 16545 LOTS 5 AND 6
TREES BANYAN ARCHIBALD rn s'I r uARLFs
LMD (0.0' - 10.0)
EASEMENT
T-1 PLATANUS ACERTFOLIA Landon Plane Tree 15 GAL. @ 30'O.C.(STD.) 10 Q , s.5' 4.5'
+' ' SIDEWALK 4 3—PER/MEIER WALL PER
O T-2 MAGNOLIA G. ` St. Mary's ' N.C.N. 15 GAL. @, 25' O.C.( -� — y `
Y ROUGH GRADING PLAN
• 4. : w
ad
T-3 LAGFRSTROF,MIA INDICA IIrItISKO Tr Crape Myrtle 24" BOX @ 20' O.C.C�a� 12 s•
O � MlN
SHRUBS fi_ �
5' MIN.
3 z ��F o
S-1 TRACHELOSPERMITM JASMTNOIDES Star Jasmine 1 GAL. (a) 24" O.C. 3�1 0 f o
O S-2 RAPITIOLEPIS 1. `BALLERINA' Indian Hawthorn 5 GAL. @ 36" O.C. -- 24 SECTION 93-14' PAD LZf1YM
PER PLAN
TYPICAL SIDE YARD $LOPE (LOTS S AND 6 ADJACE1�tT TO BANYAN STREET)
• S-3 ABF,IJA GRANDIFLORA N.C.N. 5 GAL. @ 50.C. ✓o NT5
0 S-4 PITTOSPORUM T. 'VARIGATA' Tobira 5 GAL. @ 6' O.C.
- A
5 IETE BICOLOR Fortnight Lily 5 GAL. (u� 4' O C. e -- 43 x
�- D S � y U -
S-6 LAVANDULA DENTATA Lavender 5 GAL. @ 36"O.C. _ 31
4 S-7 NANDINA DOMESTTCA `COMPACTA' Heavenly Bamboo 5 GAL. @, 36"O.C. 12- 21
84 ,
p S-8 AGAPANTHUS A. `QUEEN ANNE' Lily of Nile 5 GAL. ng, 36" O.C. p
• s ( 1
Q S-9 NANDINA DOMESTICA Heavenly Bamboo 5 GAL. @ 30"O.C. '72 b
Q S-10 PHORMTUM T. `TOM THUMB' New Zealand Flax 5 GAL. @ 24" O.C. 4� —
0 S-11 SANTOLINA ROSMARINIFOLIA Lavender Cotton 5 GAL. @ 36" O.C.
' z NOTE: BEFORE ANY WORK COMMENCES.A CONFERENCE SHALL BE HELD
VINES 53 '• WITH THE CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING
GENERAL REQUIRE F,NTS OF 1`11 WORK
4 s CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN
V-1 PARTTTENOCISSUS TRTCUSPIDATA Boston Ivy 5 GAL. @ 15' 0.C. 24' 2 3 , ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK ALL
DTSCREPANCIFS SHALL BE REPORTED FOP,DIRECTION IMMEDIATELY TO
5(p THE CITY INSPECTOR
GROUNDCOVER
o �
ALL
4" THICK LAYER "APPROVED" WOOD CHIP MULCH FROM - -
PLANT BEDS "EARTHWORKS" (SEE SPECIFICATIONS SHEET L-7)
a a
o BANYAN STR ES r /
COBBLESTONE PER CITY DETAIL SHEET L-2 c
�z NO. DESCRI�'tfON OF REVISfON p.4TE APPROVED
.110
r ' j CITY OF RANCHO CUCAMONGA
NOTE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CORRECT ON—CENTER SPACING OF PLANTS IN THE FIELD REGARDLESS OF QUANTMES SHOWN ON PLAN to
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JU . COBBLESTONE PER CITY DETAIL SHEET L-2
STREETSCAPE
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L . s (T�`PICAI,) TRACT 16545 RANCHO CUCAMONGA, CA
SCALE: 1'=20' PLANTING PLAN
F.R.A. #2660 APPROVED BY:
q DATE:
IIIILLLL -'" -� �• ,.. CITY ENGINEER __��/l/L RCE: 24953
\,N%0SCAPf DESIGN PLAN PREPARED BY:
r FRA 02660 RECOMMENDED
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- - -� odmccher % }2. RADMACHER
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#-, 10 DRAWN ASSOCIATES, INC. —
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AREA MAPPED s t- H P L!60F 7
NO _4w_-AL E 9J rote; �� 14841 Yorbe 9treeL SWte 204 • Ruti., CA 92880
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Ivy DATE —1Z RLA NO /!/j2 X984-L
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PROJECT SHEET N0.
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PLANTING SPECIFICATIONS
PART 1 - GENERAL`
1.01 Scope of Work: 3.02 Topsoil: PART 6 - WEED_A@ATEMEtIL
Contractor shall provide all material*, labor and equipment incidental to cmd 'necessary for completing all work, as A. Existing on-site tolls listed as 'acceptable' under 'Site Grading' speciflcatlon. ' 6.01 Scope of Work:
indicated on the drawings, as reasonably Implied, or as delineated in the Specifications as follows.
B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Slit plus Clay Provide all malarial, equipment, and labor necessary to perform all work as indicated on plans, as reasenabfy
1.02 Standards: content of this soil shall be no greater than 15X by weight. The boron content of this soil shall be no greater than Implied, and as delineated in the specifications.
1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0
All work and materials shall Comply with governing codes, safety orders, standards, and regulations, and most the mlilimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.02 Ouaiity Assurance:
minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysfs prior A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control
to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required.
1.03 Quality Assurance: 3.03 Soil Amendments: B. All materials and methods must conform to Federal. State, and Local Regulations.
A. All Contractors performing Site Development work, must be "comes d in accordance with the laws of the State
of California. All soil amendments shaft be as specified in the Agronomic Suitreport soils port furnished by the 6.03 Submittal:
Contractor
B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Prior to the Installation of any wood control materials, the Landscape Contractor shall submit to the Landscape
3.04 Soil Preparation: Archttect/City a list of the wood control materials and quantities per acre intended for use in controlling the wood
Suppliers expected to be employed during the course of construction. types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall
C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course All work on irrigation system shall be complete and inspected for recommended approval and, fine grading furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the
of the Construction Contract. The amount of Insurance shall be determined by City. completed, prior to rototilling and prior to soil amendment work. weed control materials and methods with the intended planting and seed varieties present.
D. Prior to start of site development work, the Contractor shalt notify the Landscape Architect and City to give After rough grades have been established,»prepare all lawn and planting areas by tilting or cross ripping to a depth 6.04 Responsibility and Coordination:
starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and of 12". All rock and debris more than 2 in diameter shall be removed from the site, except for areas that are to be
telephone number of the person in charge of the work. sodded, in which all rock and debris more than 11" in diameter shall be removed. A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into
the treated areas and to notify the public.
1.04 Responsibilities and Coordination: Apply , spread, and rotoill in all soil amendments as recommended to a depth of 6". Water area thoroughly after
rototilling is complete. Incorporate evenly into the top 4 to 6 the following for each 1,000 square feet of B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method
A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities planting area: shall render the job site unusable for more than 10 days from date of application.
for the work to be performed. 4 cubic yards of nttrotized Redwood or Fir shaving or equal. 6.05 Non-Selective Herbicides:
B. Existing Condttions: The Contractor shalt verify aN condtftons and dimensions shown on the plans at the site 200 lbs. of Gro-Power or approved equal.
prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because sell Non-sefective contact herbicide and/or non-selecffve systemic herbicides (as recommended by the Pest Control
underground utilities prior to start of worts. conditions may change drastically from the time these specifications were developed to the time the actual soil Advisor)
conditioning take place. Therefore, the Contractor shall obtain his own tolls analysts at a rate of one per every
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing 6.06 Selective Herbicides:
water, electrical power and gas as required by him for the construction of the project. Temporary services shall be laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the
Pre-construction job conference. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor)
coordinated with the City and other contractors on the job site.
D. Survey, Reference Points, and Elevations: The Contractor is responstble for establishing all surveys, referents 3.05 Finish Grading: 5.07 Weed Eradication:
points and elevations required by him, and shown on plans for proper execution of site construction.
After rototilling operations are complete, grade areas to establish finish grades for planting. All flow Imes shall M If in the opinion of the Post Control Advisor, perennial grasses and weeds existing In the planting areas will ,
E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. require control prior to removal, spray these areas per Pest Contra Advisor's recommendations.
construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by
the City or governing authorities. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. A. Prior to the installation of the Irrigation system remove and clear all weeds and deleterious materials from
planting areas.
1.05 Defective and Unauthorized Work: 3.06 Coordination: Allow herbicide to kill all woods. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the
Al! work which is determined by inspection to be defective In its eonstr6efion or deficient in any of the Wood abatement work shall be coordinated with the installation of the irrigation system rototilling and soil soil. Physically remove all weeds from the site.
requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his amendment work, and planting. (See Weed Abatement section).
own expense in a manner acceptable to the Landscape Architect and City. PART 7 - LANpSC�PE MAINTENANCE
PART 4 - TREES AND SHRUBS 7.01 Scope of Work:
• 1.06 Inspections: 4.01 Scope of Work:
The Contractor shall arrange for Inspections by notifying the Landscape Architect, City and governing authorities, Provtds oil materials, labor and equipment necessary for, or incidental to, performing all maintenance
24 hours prior to time of Inspection, unless otherwise noted. Inspections shall be as listed below, but not Provide all mntsed 1, d equipment,
Heated lain or necessary
specifications.srytoIti) all tress and shrubs as shown on plans, as requirements as reasonably implied or as delineated in the specifications including, but not limited to the
necessarily in this order. Only the inspection pertaining to the project scope of work will apply: Y P
Grading. 4.02 Products Maintain all plants and planted areas.
Rough
Drain Gra and Catch Basins. A.Nomenclature Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of woods and debris.
f American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Prune trees and shrubs.
Irrigations (main line pressure, coverage & system operations test).
nursery is followed. Fertilized all plants and planted areas.
Sall Preparation and Finish Grading.
Irrigation.
Plant Material (delivery & placement).
Substantial Completion Inspection (at completion of landscape Improve 11 - 7 Days. B.CondfMon- Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Insecticide spraying.
Final Inspection (after maintenance period - 7 days. plant disease, Insect pasts, or their eggs, and shall have healthy, normal root systems, well-filling their container,
buy not to the point of being root bound. Plants shall not be pruned of anytime, and in no case shall trees be 7.02 Fertilizers:
The contractor shall arrange a Pisa nstruction job conference with the Landscape Architect and City a minimum topped. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release
of seven (7) days prior to the beginning work. C. Trees and shrubs shotl be growing at a recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from
1.07 Guaronties: shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, Gro Power (909) 393-3744.
labels, nursery stokes and ties from all plant material prohibited until the approval of the Landscape Architect or
A. Plant Materials: All trees, shrubs, ground cover; bedding plonk B. Ammonium Sulfate: Granular form containing not fees than 21% nitrogen and 24% sulfur and shall be and lawn shall be guaranteed from date of final City.
acceptance of landscape construction for periods as follows: registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 -
D. All pldnt material delivered to the alto showing signs of damage or disease or Is Insufficient In size to carry out Fsrttlizer Motartala,» Section 1030 of the Agricultural Code.
Trees 24" box & larger 1 year the intent of the planting plan will not accepted and will be replaced at Contractor's expense.
7.03 General:
Tress 15 gal. & smaller 1 year E.Slzes of PlantsShali be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-galfon) shall have
Shrubs All sizes 120 days been grown in containers for at least one (1) year, but not over two (2) years. Maintenance shall start immediately after landscape irrigation and planting.
Ground Cover 120 days
Beddln I Plant 120 days F.Subst tlttl4ns- Substitutions for indicated plant material will be permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work,
Lawn sod) 120 days approved in advance b the Cf City. p p project. P Y dying P
Lawn seed) 120 days from first mowing pp y ty, and are made at no additional cost to the Ci Except for authorized variations, and continue to maintain them until final acceptance of tocol ro act. Re loco an dead or in lents oa directed
all substitute plant materials shall conform to the requirements of these specifications. by the Landscape Architect and City representative.
Guarantees begin after the project acceptance by City and at the end of the 180-day mofrrfsnonee period•
G.Plants Not Aeoroved'lants not approved are to be removed from site Immediately and replaced with suitable A. Irrigation: Operate Irrigation system on an established program to maintain_ oft plants and planted areas in a
Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no
cost and within 5 days from recsfving written notice from the Landscape Architect or City. If dead material is not plonts. . The City reserves the right to reject entire lots of plants represented by defected samples. healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting
replaced and planted within the 5 day period, City may replace dead material with new material and charge the from maintenance and equipment and/or maintenance personnel, shall be restored to Its original condition W no
Landscape Contractor for all expenses ass incurred. H. Stake all trees, as per details immediately after planting to prevent wind damage. cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No
p P repairs other than emergency repairs shall be accomplished without written permission from the City.
B. Construction Mcterlals• The contractor shall guarantee all workmanship and materials for all site development, I. Plant trees that are to be located In lawn or ground cover areas after finish grades are first estobitshed and allow
for a period of one year from dot* of final acceptance of project. at least 7 calendar days prior to installation of sold lawns or ground cover to provide for thorough watering of B. Weed Control: Keep all planted areas free of weeds and debris by cuftivoting areas at intervals not to exceed
1 1.08 Material and labor Releases- trees. All planting holes shall be excavated as defined on appropriate details. 10 calendar days.
The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program.
Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments:
releases for all work psrforrrysd under Site Development. rt C. Pest Control: Spray sit plants and punted areas at beginning of maintenance program ,and as may become
Soil amendments shall be as recommended in the Agronomic soils reponecessary thereafter by an approved method of pest control, to keep all plants and planted areas free of Insects and
disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include 24Dher control.
1.09 Disposal and Clean-up:
4.04 Tress Stokes:
Remove all waste materials (including excavated material classified as unacceptable soil material), fresh and debris
generated or encountered during the course of landscape construction, and legally dispose of it. During the coupe Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further Information.a D. Pruning: Prune oil plants as desfgnatsd and directed by Landscape Architect, at start of maintenance program
of the work, remove surplus materials from the sit* and leave premises In a neat and clean condition. Clean up and and continue to prune plants as directed or as may become necessary until the end of the maintenance program. '
remove all remaining debris and surplus materials .upon completion of work, leaving the premises neat and clean. PART 5 - GROUND COVER AND BEDDING PLANTS
Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and
The site shall be cleaned upon the request of the Inspector. 5.01 Scope of Work: overall even appearance. Exterminate gophers and moles; repair damage.
PART 2 - EXECUTION Provide all materials and equipment and perform all work necessary for and Incidental to installing all ground PART 6 - ACCEPTANCE OF PROJECT
2.01 Protection: cover and bedding plants, as shown on plans, as reasonably Implied, or delineated In the specifications.
a.01 General•
Keep all plant material delivered to site in a heaithy condition for planting. Plants shad not be allowed to dry out.
Bore root stock shall be separated and hosted-In, to most earth or other suitable material until planting. Balled and 5.02 Bedding Plants: Upon completion of Installation, a maintenance period of a minimum of 180 d for all landscaped to
burlopped plants shall have root ball covered with moist sawdust, wood chips or other suitable material until Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the specles and required prior to final acceptance of the work by the City. The Commencement ate for the maintenance eperiod
planting• variety shown on plans. shall commence upon written approval for all phases of planing installation by the City Public Works Inspector.
Maintenance period shall be adequate to verify plant characteristics and establishment.
2.02 Installation:
5.03 Ground Cover.
roved b the A. Two inspections shall be made that affect the establishment period: The first after all plantings have been
Detailed layout of plants within planting grass shall fee performed by Contractor and app Y Ground Cover. Provide ground cover of the species shown on plans. Ground cover shall be established and well completely installed in order to approve the beginning of the establishment period, and the second at the end of fhe
Landscape Architect and City prioorr to planting. rooted in flats or similar containers. establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective
Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following 5.04 Mulch: maintenance, then continue establishment until all work meets with the Specifications and can be approved.
mixture: B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of
Native, On-Site Soil with rock no grater then 3" In diameter Mulch: Shall be of compacted wood chip fiber. infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of
work will be made. All areas shall be neatly raked and free of weeds.
Gro Power Plus, 5-3-1 15 lbs/cy 5.05 Coordination:
Iron Sulfate 2 !be/ey
(To be used for bidding purposes only, verify with Agronomic Sells Test.) A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed,
keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements.
ct a 3" earthen berm to form watering basin around each plant, to allow thorough DESCRiPIION OF REVISION `�
Atter backfliting, constru
B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and CAlt A}RRM
water-in and establishment.
� ground cover planting.
Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms In turf 5.06 Installation: CITY OF RCUCAMONGA
areas to be removed prior to City acceptance.
PART 3 - SOIL PREPARATION AND FINISH GRADING Plant ground cover and bedding plants in moist soif and space as Indicated on plans.
Each plant shall be planted with its proportionate amount of soil to as to minimize root disturbance. Soil moisture Bl N it u � ST. & 111\CHIBl ILD AVE.
3.01 Scope of Work:
shall be such that soil does not crumble when removing plants from container. STREETSCl11 E
and finish grading of all planting and lawn areas as shown on pions, as reasonably implied, or as delineated in the
A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation
- Regrade planter areas offer planting, to restore smooth flnlafi grade and to insure proper surface drainage. A 4"
layer of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin
specifications. immediately after mulching. (Grading shall accommodate the mulch) TRACT 16545 - RANCHO CUCAMONGA, CA
B. Furnishing, placement and grading, of topsoil for backfl111ng of planters if required. 5.07 Protection:
rel finish grading of nt.re .reoe ..,d plar+lfng areas. Fi2,4 � zeta PLANTING SPECIFICATIONS
C. Cleaning and gr Q plo Erect temporary fencing or barters to protect planted areas from damage prior to flnol acceptance. APPROVED BY; NATE, MIX
CITY ENCIAER ,i t ( -af -WL'_2 LJ_� tiC RCE No. X953
�►,NDSCgp£ DESIGNED BY. RECOWW£MDM
Fronk W. �
fZ. FRANK
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MAW^, By: RADMACHER
ASSOCIATES, INC.NMI s"
IAndscape Architects 1-7 OF 7
!l� Dole 0� CHECKED BY: P11M (714) ext!-1774 RAX (714) SW-6711 DRAWING No.
OF C A`\ 14841 Yorbe Street. Suite 204 • TU#ttn. CA eResO
_ FR . 1984-L
PROJECT SHEET NO.
L of ..LL_