HomeMy WebLinkAbout1577-L •
DEVELOPER/OWNER
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LAND %9CAPE ARCI 'i EC 11111111111"Imw U RAL PLAN
Li Q9 ? LEY S DlEvao ` Fif co.
LJ LH_j ❑ P 0. 80XT67000NTAN56 NORH pV AVENUE
UPLAND, CA. 91786-0670
TELEPHONE : (714) 985-09TI
BASE LINE ROAD MEDIAN
ETIWANDA AVENUE TO SWANSON PLACE AND BASE . LINE ROAD ( N' LY PKWY) AND ETIWANDA AVENUE (W LY PKWY)
LANDSCAPE MAINTENANCE DISTRICT NO . 2
VICINITY MAP GENERAL NOTES SHEET INDEX
GENERAL NOTES
COVER SHEET L-1
1. N work shall be done In W"dal with these plans, the City 13. Street signs per City of Rancho Cucamonga Standard Number CONSTRUCTION PLAN (ETIWANDA AVENUE) L-2
of Rancho Cucarra Standards and the MandardCucamonga401 shall be constructed at each intersection. CONSTRUCTION PLAN (BASELINE ROAD) L-3
Swciflcatton for ftok _.�fiuctiQa-current edition,
incfudirog its annuai oxo—rents of amendments. Contractor 14. city approvaf of plans does not relieve the developer from CONSTRUCTION DETAILS L-4
shall befamthrwdhand" be responsible for adherence to responsibrlidyy for the correction of error and omission IRRIGATION PLAN (ETIWANDA AVENUE) L-5
PROJECT SITE these Standards and Spec-ftations. discovered during construction. Upon request the required IRRIGATION PLAN BASELINE ROAD L-6
r plan revisions shah be promptly submitted to the City Engineer ( )
_ _ 2. N piplif or sutystniMues of any kind, telephone or power for approval. IRRIGATION DETAILS L-7
poles, *vW pins etc. shown a ` 15. work site�d exterior streets shall be n a resat, dem, hazard IRRIGATION DETAILS L-7A
on tiese.� O�� improvement�����n� � five, r�n�e��a i �ion. see steal be PLANTING PLAN (ETIWANDA AVENUE) L8 _
> PLANTING PLAN (BASELINE ROAD) L-9
y requiree a< to me C of Raimo Cum��a. PLANTING DETAILS/PALM TREE SPECIFICATIONS L-1�0
�� t6. Contact all utility companies as required, 48 hours prior to
excavation. Call Underground Service Alert 2 working days�P 3. Any oone^actor p841omrinq worts on this project shag fame
himself with the site and shalt be solely responsible for any prior to excavation at 1-800-277-2600. I IA R I G AT I O N SPECIFICATIONS L-11
Highland Ave.
damage to existtng tams , Ring directly or indlr" from 17. Provided for your convenience are the following: PLANTING SPECIFICATIONS L-12
tis operations, whether or not such taalbes are shown on .
Baseline Rd. these plans.
A. San Gabriel Valley Municipal Water District (818)969-7911
C 4. A perp*shall be obtained from the Cly of Rancho Cucamonga Mr.James Frei
Base Line Road Construction
1� Public Works, Engrrwerxq Depart Tient prior b any
���' Foothill eh+e. encroachment or construction within any City of Rancho B. General Telephone (800)483-3000
Cucamonga ea,temer><or right-of-way.
S. N grade stakes shad be set by 1M Contractor or Engineer.
C. Southern California Gas Company (800)427-2200
Paving stakes shad be set at al hinge points, edge of
32 , D. Cucamonga County Water District (909)987-2591
- C W P pavement points within 0.01 toot of sib-grade elevation and
• " not more than 50 toot inNov vab Additional 9641 San Bernardino Road
> > ; ` ` > Rancho Cucamonga,CA 91730
All
I 0 W be re aired by City Engineer as needed at warped or verticai
aNe areas. E. ` Metropolitan Water District (909)593-7474
aERNARDuvO l r:4EE NA� � 6 N sewer, water eNctrie ne or other a e Moreno venue
I � �� �° � La Verne, CA 91750
mons, or crossings shall be oortstructed prior to paving.
\
7. Compaction tests of xcl
oanstron, hof icti bactdl , F. Comcast (Port 983ed oompa trig onginaf ground and al sub-grades shad be Dupont St. (Portion off Red Hill)
•? Ontario,CA 91762
pertormed at no cost lo the Cly of Rancho Cucamonga. A
written report with these compaction tests shad be submitted G. Marks Cablevision (800) 566-2757
N.T.S. to the City Engineer for Ww oval prior b the placement of base Foothill Blvd.#120
materials and/or sLwtww*q Rancho Cucamonga,GA 91730
S. At the completion of paving, a nmlerfals report shag be t8• The four existing Califomia Pepper trees along the Etiwanda Avenue
submitted to the City Engirseer. Listing all tests or frontage shall be preserved in-place abd protected in accordance with
determinations completed to verify sU y of oontent and the requirements of the Tree Preservation Ordinance(Municipal Code
MAINTENANCE RESPONSIBILITY MAP gradation of asphalt paving. Section 19.08.100) and the recommendations of the Arborist Report, CONSULTANTS
dated March 8, 1996, and prepared by Dave Matias, including,but not
9. Prior to instaftatkon of any pavhtg, a rratrtrtats roport shad be limited to,the following:
submitted to the civ Engineer. Listing ad tests or LANDSCAPE
determinations oomplMea to verify: R-Value, sieve analysis a) No construction activity shall take place within 6 feet of the tree
and sand equivalent of a� base trunks, except street improvements. ARCHITECTURE
10. Paving shat be performed in s000rdanxx with R-VaMe and b) No soil grade changes shall occur that would either expose or SITE PLANNING � E ARD A",, � W.
Pavement tests taken b determine struch�ral sections. bury any of the trees' roots. '
m
10630 Town Center Dr. OF THF IN APD EV7 P. '
11. When an b be placed on nadvs sod whist, c) No irrigation or planting of landscape materials shah occur within Suite 121 OOKIS LTING CIVIL ENrvr rF",jG
consists of a rocky mvh-faIl.the sub grade shad be peecoar+ed 6 feet of the tree trunks. Furthermore, the irrigation system shall Rancho Cucamonga AND LAND PLAKt:"
OfIov0 g ad rocks which protrude above the sub-grade and all be designed to avoid any spray-over or over-flow of water near CA 91730
voids or depressions shad be filled with a tine 10601 Church Street,Sutte 107
grade mattniail of the trees.
_ _ - _ (909) 484-2800 RANCHO cucAl!PoNGA, CA 91730
quality better thw the r�atfve ma ial. PHONE(909)943-1311
qualitySCREENED AREA INDICATES LANDSCAPE d) Trees shat)be enclosed with chain link fence prior to the issuance ( � � ( Fax (909) 4842602
FAX (909)941-8454
MAINTENANCE DISTRICT,LIMIT OF WORK. 12 EstirnaM of quantities is provided by the beer for the of any grading or building permits, and prior to commencement of Richard Knnw
xede
oonven►ence of the developer, the aontrar-or shad make his work. Fences shall remain in place during all stages of construction CA Lic. #283#446 Al Lic. #29115 •
and may not be removed without written consent of the Cit Planner. I , 3 NV Lic. #446
CRAIG DR own determination of oonstruetion quantities before 19. The site contains (6) Palm Trees which shall either be preserved in-placejf 4
,i
a bid. ilerrt d work Tea red these ars
subr>rttin9 Any by plans
or relocated on-site. Whether or not the trees are relocated, the soil depth
I i which is not specifically listed in the estbnate of quarnities shad
be oonsictered as inckuit+d in the other items of work. around the trees shall not vary from the original level, See sheet L,10 for
palm tree specifications.
i i I
LU LANDSCAPE QUANTITIES �CA A10
o BASELINE ROAD MEDIANS 0 C Q>;vls�n 11115, cow V6N WAIL,
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L.. C
W SEF, 5H (5 -T2, -3, _ �03Qd)b 'o- 7G
TOTAL ACRES CITY MAINTAINED AREAS - 1.07 ACRES
TILDEN DR TOTAL SQUARE FOOT CITY MAINTAINED AREAS - 44,235 S.F. _ CITY of RANCHO CUCAMONGA
ii TOTAL TREES - 15 GALLON - 75
z MBAR TYRACIFLUA `FESTIVAL' - 14 PINUS CANARIENSIS - i9 , T
z LIQUIDA S Q � O
zz MAGNOLIA GRANDIFLORA `SAMUEL SOMMERS' - 28 QUERCUS COCCINEA - 7 TENTATIVE TRACT NO. 15732
Q TOTAL TREES - 5 GALLON �" PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
EUCALYPTUS CAMALDULENSIS - 6 F"" sm"z (ETIWANDA AVENUE TO SWANSON PLACE)
:.y TOTAL TREES - 24 BOX
BASELINE ROAD.. I QUERCUS COCCINEA - 2 U
I
TOTAL SHRUBS - 1 GALLON - 717 LINERS - 2358 _ COVER SHEET
_ . .-. 5 GALLON - 964r a =
TOTAL SQUARE FOOT LANDSCAPE AREA - 26,390 S.F. AI µ0 ' p£ r i
CTT , ENG UE` i::CE tiG . 24953.
=� TOTAL SQUARE FOOT COBBLE STONE AREA (EXCLUDING NOSES) - 5,398 S.F. � �� GE 3 = N ARCHITERRA DESIGN GROUP F l I`AE%C E u
n T CTURf" -L -
A -a RWK LANDSCAPE ARCHI E to
N.T.S, SITE PLANNING -
PERCENTAGE OF COBBLE STONE AREA IN MEDIAN EXCLUDING NOSES 56% 'j G F a w N 1 HO TOWN CENTER DR. ISH E -
( � - E .. e � RANCHO CUCAMONGA, CA 91T.�
S (909)484-2800 F 12
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OF �``� CHEF,'{ Eu RLANo2834 Aw _ NG NO .
_ CITY 1OATE 9/9/961. FILE No 1577-L
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SHEET OF
CONSTRUCTION NOTES {
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1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS
DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING
DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR
SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE
TO A FAILURE TO GIVE SUCH NOTIFICATION.
0 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR
0r WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED
DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
I L V 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH
OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION
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NOT A PART OPERATIONS.
4. SEE GRADING PLANS AND OFF-SITE STREET IMPROVEMENT PLANS FOR VERTICAL CONTROL.�_ wwwwww�►www %
T ' 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER
cv) .. N Pp, LIMIT OF WORK LINE l PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS.
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6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY
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COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER
U) .. , /,' SPECIFICATIONS.
W J1 / �A ( ( ` I I I I �' / 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG SMOOTH GRADIENTS
1
4 i TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS.
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W SIGHT LIN_ —�`— ! I / 8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL
Z �-- - i , coy �� �I �I i HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS
- CIO, - MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF
= i ETIWANDA AVENUE i WORK.
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9. SEE ARCHITECTURAL PLANS FOR MAILBOX DETAILS NOT INCLUDED UNDER THIS CONTRACT.
LIMIT OF WORK LINE
10. IF IN FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES,AND/OR ELEVATION,THE DESIGN
ELEVATION SHALL TAKE PRECEDENCE.
CONSTRUCTION LEGEND
AG) 36"HIGH COBBLE VENEER WALL WITH 42"HIGH COBBLE VENEER PILASTERS, PER
DETAILS fl, B. L C, SHEET
OLOCAL GRAY GRANITE BOULDERS - DIAMETER AS NOTED ON PLAN. INSTALL
BOULDERS PER DETAIL F, SHEET -
CRETE MOWSTRIP PER DETAIL SHEET"-
EXISTING
HEET -
3. CON E, L1
XI TING PEPPER TREE TO REMAIN - PROTECT INPLACE. 4 TOTAL).
4. E S (
i RAS
SUMP, PC
9. FIRE HYDRANT, PER CIVIL ENGINEER'S PLANS. (CCWD)
10 STREET LIGHT, PER OFF-SITE CIVIL ENGINEER'S PLANS.
11 'HIGH PERIMETER WALL PER ON-SITE CIVIL ENGINEER'S PLANS. (PRIVATE WALL)
12 SET BOULDERS INTO END OF WALL, PER DETAIL� SHEET .
SITE REFERENCE MAP
QQEVr=,W THE COBBLE VENEER WALL .LAK
CRAIG DR b /0--41-5 14!7±
I I III DESCRIPTION of REVISION
E ISION
DATE APPROVED
j P p �Q� p~� LANDSCAPE CITY of RANCHO CUCAMONGA
a
ARCHITECTURE
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Ir SITE PLANNING
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o iZ? suite 121 TENTATIVE TRACT NO. 15732
Fla^chOC1C8"'°"g° PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
CA 91730
1>� A. (9os)484-PBM (ETIWANDA AVENUE TO SWANSON PLACE)
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CALL 82" CONSTRUCTION PLAN
• N.T.S. TILDENDR ;F C�•; ,-i
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eL .�,_. 1446 APPROVED BY : _ D ATS E. i t
- Q CITY ENGINEER RCE No .24953
DIAL TOLL FREE
PLAN CROSS REFERENCES DESIGN ARCHITERRA4SIGNGROUP R COMMENDED
R LANDSCAPE ARCFi1TECtt/f1E
k 1-800-277-2C0� FOR NOTES AND LEGENDS, SEE SHEET L- 2
SfTE PLANNING
AT LEAST TM DAYS FOR DETAILS, SEE SHEET L- 4 DRAWN 10630 TOWN CENTER DR SHEE1
BEFORE YOU °�° BASEUNE ROAD FOR SPECIFICATIONS SEE SHEET L- 12 BDS RANCHOWQ4"U MW cA 9tr�o 2 OF 12
UNr*WVVWX►0SFT CfAUMOfSOUTHFMCALIF00"A - FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5 1"=20' CHECKED RLA No 2834 DRAWING NO .
FOR CORRESPONDING PLANTING PLAN SEE SHEET L-8 CITY DATE 9/9/96 FILE No 1577-L
.PO PLAN BLANC, k0fi LAW)SCAPL - 5(U. 3121 PF. 1140 143 13-Apr-9E• 03. 37 Ptd
SHFFT OF
SITE REFERENCE MAP - a-
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CRAIG DR
DASH LINES INDICATE EXISTING I HARDSCAPE. AND WALLS ON EXISTING ADJACENT TRACT.
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TILDEN DR I I A 36 .
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LIMIT OF WORK LIN
CONSTRUCTION LEGEND
A036"HIGH COBBLE VENEER WALL WITH 42-HIGH COBBLE VENEER PILASTERS, PER
DETAILS H. B. 6 C, SHEET j.�.
C2� LOCAL GRAY GRANITE BOULDERS -DIAMETER AS NOTED ON PLAN. INSTALL
BOULDERS PER DETAIL L SHEET
3. CONCRETE MOWSTRIP, PER DETAIL E.SHEET L-A.
J
. 7. COBBLESTONE PAVING, PER DETAIL Q, SHEET j,_.�. (CASE t)
Q 8. DRAINAGE SUMP, PER DETAIL(i,SHEET LA.
O NOT APART
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9. FIRE HYDRANT, PER CIVIL ENGINEER'S PLANS. (CCWD)
Q 3 \` ( 10 STREET LIGHT, PER OFF-SITE CIVIL ENGINEER'S PLANS.
MATCH LINE SEE S H T. L-2 11 'HIGH PERIMETER WALL PER ON-SITE CIVIL ENGINEER'S PLANS. (PRIVATE WALL)
/j/j j ■1/i/1/j/i/j/j■1/1 11/1/1/1 Q 12 SET BOULDERS INTO END OF WALL, PER DETAIL , SNEET"- .
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?� 36. �� QTENTATIVE TRACT NO. 15732
Pa4'6 �4' \ \ ` PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
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((9019)91730PERIMETER
(ETIWANDA AVENUE TO SWANSON PLACE)
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APPROVED Y , _ A :b f6
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LIMIT OF WORK LINE PLAN CROSS REFERENCES DESIGNR MMENDED
ARCHITERRA DE GN GROUP
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DIAL TOLL FREE �J
FOR NOTES AND LEGENDS, SEE SHEET L- 2 RWK LANDSCAPE ARCHITECTURE / _
� 61TE PLANNING
1-804- 277-2600 FOR DETAILS, SEE SHEET L- 4 DRAWN 10630 TOWN CENTER DR SHEET
AT LEAST TWO DRYS
FOR SPECIFICATIONS SEE SHEET L-12 BIDS RANCHO i
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7, io CASE t CURB MORTAR COBBLE510NC
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1 2 3 4 BOULDER UNDERNJAIH COOKESIONE
11 I J J +I CAP ELEVATION f# 4
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- �� �� LEGEND - ,�. �� 1 ',� T ---.,�-.---�� _ �� coeeLEsroNE-� sENu,� COBB, w/N BAR
1. PRECAST CONCRETE WALL CAP. QUICK CRETE MODEL SO-1630 WIC AVAILABLE 'I; OIL
z
`i t0 FROM QUICK CRETE PRODUCTS CORP (909)737-6240. ' / CURB k CUTTER
2' MIN. / 4' MAX. RAD
36' SQ.
_.-_- � 2. WATERPROOFING. 5
LEGEND 3. 6X8X16 CONCRETE PRECISION BLOCK,GROUT CELLS SOLID WHERE STEEL
1. 24 SQUARE PRECAST CONCRETE CAP. WICK CRETE MODEL#Q-SPC AVAILABLE
OCCURS LEGEND PUNTER O�
FROM QUICK CRETE PRODUCTS CORP. (SIN)7376240 4. 3-6'DIAMETER SMOOTH GRAY LOCAL GRANITE COBBLE-SET IN MORTAR BED. i. BOULDERS AS SHOWN ON CONSTRUCTION PLAN. SET BOULDERS HALF WAY INTO AREA T LEGEND :
2. 2X6X 16 CONCRETE PAVER-COLOR AND FINSIH TO MATCH PILASTER CAP TRIM AS 5. 1/2'THICK FULL DEPTH POLY FOAM EXPANSION JOINT. WALL. c c / I • GRANITE BOULDER SIZE PER PLAN,BURY 13
REWIRED PAVER AVAILABLE FROM ORGO BLOCK CO(909)685.1521.
6. ADJACENT CONCRETE PAVING. 2. PRECAST CONCRETE WALL END CAP. QUICK CRETE MODEL N0-1630WC/E � HARos E O F T 0 T AL DEPTH BEL 0 W FINISH GRADE A$
3. 3-6"DIAMETER SMOOTH GRAY LOCAL GRANITE COBBLE-SET IN MORTAR BED 3 AVAILABLE FROM QUICK CRETE PRODUCTS CORP.(909)737-6240. SIDEWALK
SIDES 7 CONTINUOUS CONCRET FOOTING JOIN AT RIGHT ANGLES (TY6) AS SHOWN .
4. 04 REBAR VERTICAL SET NJ ALL 4 CORNERS
6. 90%COMPACTED SUBGRADE 3. 3-6"DIAMETER SMOOTH GRAY LOCAL GRANITE COBBLE VENEER. 3- MIN / 4- MAX. W. F FINISH GRADE LINE
6' PCC MOw CURB PER CITY STp 534
S. 16XSX16 PRECISION COLUMN BLOCK,GROUT ALL CELLS SOLID. 9. FINISH GRADE OF SLOPE 4. PRECAST CONCRETE WALL CAP. QUICK CRETE MODEL#0-1630WC AVAILABLE
10.04 REBAR VERTICAL AT 32"0C. FROM QUICK CRETE PRODUCTS CORP. (909)737-6240 NOT1 ROCK SIZES UNLESS OTHERWISE SPECInCD, SHALE vt NOTE: LANDSCAPE ARCHITECT AND CITY TO APPROVE
6. rz REBAR TIE-3 PLACES AS SHOWN. BDULD[ MAX 30- - MIN 2'0
S7
D SDNEs MAXBOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION.
11 04 REBAR HORIZONTAL-3 PLACES AS SHOWN. 5. FINISH GRADE. IB - MIN s- S'TH ONE 2 SDE
7. 12"THICK FULL DEPTH POLY FOAM EXPANSION JOINT. 2 BOULDERS SHAALLLL HAv[ ,/3 EMB[DMENT•EoeeLEs SMALL HAVEE 2/3 EMBEDMENT
S. ADJACENT CONCRETE PAVING 12,6X4X16 CONCRETE PRECISION BLOCK,GROUT CELLS SOLID WHERE STEEL 6. SET LARGER COBBLE AND SMALL BOULDERS(6"-18"DIAMETER)INTO ENDS OF 3 ALL SPACES BETWEEN STONES SHALT, BE FILLED WITH CUSS 'D' MORTAR 1 PART CEMENT
OCCURS. WALL APPROACHING BOULDERS SHOWN ON CONSTRUCTION PLAN. IO 2-�12 PAR'S SAND, 20DO-PSI PORTLAND CEMENT CONCRETE (NO•DRY-PACK IS ALLOWED)
4 A SAMPLE AREA VIN 1 r' SNALL BE APPROVED BY THE CITY INSPECTOR. PRIOR TO
9. CONCRETE FOOTING 13.3/4'DIAMETER SCH 40 WEEP HOLE AT 36'0.C. PROCEEDwC WITH R NC ROCK WORK '
10.90%COMPACTED SUBGRADE. 14. 1 CUBIC FOOT OF CRUSHED AGGREGATE CONTINUOUS.
5 FINAL RESTINO ON OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR
11.WATERPROOFING 6 ROCKS S` BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE OISFIGURAnONS AND
EXC IRON CON'ENT
7,2l5NCR['[ CLASS 520-D-2500
12.FINISH GRADE OF SLOPE.
Ll i*4 BAR HORIZONTAL WALL TE,(2PLACE8 AS SHOWN)SEE DETAIL IV.
COBBLE VENEER PILASTER COBBLE VENEER WALL WALL END CONDITION COBBLE PAVING BOULDER INSTALLATION ,
SC.AJ_E: N.T.S. SCALE: N.T.S. - SCALE: N.T.S. SCALE: N.T.S.
SCALE. N.T.S.
1MLTBES MW 4'MAX 101 MRIES -
SFF C0NSTFtUCTK7N PLANS FOR SEE CONSTR UCT10N PLANS FOR OIMFNSIONS
DIMENSIONS
4
CONCRETE HEADER - 1/7- RADIUS rs MW. 3 2 1
EXPOSED EDGES AND FINISH PER PLAN
1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE I
2 IN PLANT 13LD CROSSINGS) 5 ?~ V
FINISH GRADE '
EE NOTE
SEE DETAIL'D THIS SHEET.
8
_ _ _ _ (�
I 1-1 I 1 11 . -_ 1 1 1_ NOTE WATER TO BE DIRECTED TO SUMP.
e '�-_Ili III-III-i 11=
1=III • ; -Ili-�' � �
1- •"t• 1 1 r 3 RE-BAR CONTINUOUS
rUNLESS OTHERWISE INSTRUCTED)
12'� �1•
LEGEND `
1. CONCRETE CURB PER CIVIL ENGINEERS PLANS Y
2. CONCRETE MOWSTRIP PER DETAIL E THIS SHEET.
& GRADUATED 6'DIAMETER TO lr DIAMETER LOC ,RIVER RUN
GRANITE COBBLE(SEE DETAIL'D'THIS SHEE
4. LOCAL RIVER RUN GRANITE BOULDE DIAMETER TO 4r DIAMETER
WHERE OCCURS-SEE CONSTRUC N PLAN FOR LOCATIONS-SEE
DETAIL E.THIS SHEET
�.
REINFORCED CONCR 12'DIAMTETEM R DRAIN BOX SET FLUSH WITH
NOTES:
1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/fr EXPANSION
JOINTS AT 20'-0" O.C. •6. 12 DIAM G DEEP AUGERED DRAINAGE SUMP. LOCATION PER
2. B" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND CONSTR ION PUN BACKFILL WITH 314•DIAMETER CRUSHED
GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND AGGR TE
PRIVATELY-MAINTAINED AREAS
3. CONCRETE TO BE 520-C-2500 MIN. 7. DIAMETER PVC PERFORATED PIPE-6Fr.LONG. WRAP PIPE IN
FILTER CLOTH OR SOCK. CONNECT TO DRAINAGE BOX.
l 4•WOOD CHIP MULCH.
CONCRETE MOWSTRIP DRAIN SUMP
SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE: SCALE:
i
• ! I �) � ` � ' _ � �I ISI � � � � _ _ � I r, 1 �
Pwo'CApF LANDSCAPE
CITY of RANCHO CUCAMONGA
,. KRUI'll IV/f 11.po ARCHITECTURE
4 °F 1% SITE PLANNING
1063Town cBn D�.
s� 12, TENTATIVE TRACT NO. 15732
Ranft Cucamonga PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
'?) 91730 (ETIWANDA AVENUE TO SWANSON PLACE)
( )484-2800
Fox(909)484-29M
OF CAXi CA Lc #2834 CONSTRUCTION DETAILS
AZ Lc /29115
NV LIc. #446 _-- _ ----_ --_ oe
4P�)±-�� , � �Ii� Tc
I T Y r N N =' NCE N cl . 24953
rJESIuN I - ----- - RECOrr1MENC�ED
ARCHITERRADE N GROUP /� p D
_RWK LANDSCAPE ARCHITECTURE ?j G l- uSITE l G
NG OF
N I`I' 10630 TOWN ENITER DR. S H r t 1
BDS RANCHO`DUC 494 2800 CA 91730 L-4 0 F 12
SCALE: SCALE: SCALE: SCALE:
H "F S RLA No 2834 D 4 N I N G NO .
CITY DATE 9/9/96 FILE No 1577-L
AN bL ANh JF' ANL,JL /+' _ �'M :-
SHEET OF
8 1
•( -�l �_/ 12• FU' SIDE UP
CURB MORTAR COBBLASI ONE �
T
CASE , zx -
!I I .I-t 112' 71-
a a
-�-3/ - ' °Pry
1 _ / � UNDERI,EAIH COBBLESTONE
--- � l' / • , \9� � }- M'NIUU4 CONCRETE
4 BCD
� 1
CAP ELEVATION
._,�/YI\_�-�7�%-7 l �J- 11 1''1 �2r}. �, I 4�r:�N'�.rc J ./- �• 5� -__.��.? / - +- 1 _-t!J/\)'f �"^/ _.�_ _-J-2
3�f (O�- •ECASE 2 CATDEPP-iEHR
PUN)
I
�3-
MIN son
DEP
TH AT
coeDLEsroNE EDGE Of COBBLE
12
6 CONCRC'E BEDT 0•F• 3-1/2 MINIMUM
8 Cs CASE 3 7i---1 1- U6 ) -4 ;, MDR1AREDsroNE swA E
C4J / MAY
2M
/J) K\\`
1`
/•
:-
���" SECTION -24'
/ `11 ! i C AIH DC D /
` CONCRETE CURB
! COBBLESTONE
LEGEND BE AIH COBB.[coW/13 BAR
\ i CONTRACTOR TO INSTALL MASONRY VENEER t. 2 6X2X16 SLUMPSTONE CAPS. COLOR TO MATCH WALL CAP ,� �i \ �1 o06 /
( ) / a� CURB k GUTTER
AT -
LEGEND
TIES 0 8"O.C.TYPICAL ON PILASTER AND 16"O.C.TYPICAL ON WALL FACE. !2' MIN / 4 MAx RAD36' SO. 2. WATERPROOFING U 5 3 6X8X16 CONCRETE PRECISION BLOCK,GROUT ALL CELLS SOLID. - °
LEGEND
1: (2)6x2x16 SLUMPSTONE CAPS. C TO MATCH PERIMETER WALL CAP PUNTER LEGEND
4. 3-5'DIAMETER SMOOTH GRAY LOCAL GRANITE COBBLE-SET IN MORTAR BED. 1. BOULDERS AS SHOWN ON CONSTRUCTION PLAN. SET BOULDERS HALF WAY INTO AREA
2 20X2X20 SLUMPSTONE CAP. COLOR 1ATCH PERIMETER WALL CAP 5 FINISH GRADE/SURFACE. WALL.
° 1 . GRANITE BOULDER SIZE PER PLAN,BURY 1/3
SIDEWALK HARDSCAPE OF TOTAL DEPTH BELOW FINISH GRADE AS
3. 3.5-DIAMETER SMOOTH GRAY LOCAL GRANITE COBBL T IN MORTAR BED 3 6 CONTINUOUS CONCRET FOOTING
SIDES JOIN AT RIGHT ANGLES (TLP.) A SHOWN .
7 90%COMPACTED SUBGRADE 2, 3-5K DIAMETER SMOOTH GRAY LOCAL GRANITE COBBLE VENEER. S MIN / 4' MAX. RAD 2 . FINISH GRADE LINE .
6 PCC MOW CURB PER CITY STD 534
4. Ir4 REBAR VERTICAL SET IN Allo CORNERS
8 FINISH GRADE OF SLOPE 3. SLUMP STONE CAP. SEE DETAIL B, SHEET L-4. NOTES: NOTE: LANDSCAPE ARCHITECT AND CITY TO APPROVE
5. 8XBX8 PRECISION COLUMN BLOCK.GROUT ALL CELLS SOLID 1 ROCK SIZES UNLESS OTHERWISE SPECIFIED. SHALL BE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION.
6. R2 REBAR TIE-3 PLACES AS SHOWN. 9 X14 REBAR VERTICAL AT 32'O.C.
BDJ.DRS MAY 3'0- - MIN 7'0
WIT
HORIZONTAL-3 PLACES AS SHOWN 4. FINISH GRADE. OBD,EE S 1/3 MAY 1B - MIN 6• SHH ONE Ful SIDE
10 N4 REBAR z BD.,LDERs SHA.; HAVE 1/3 EMBEDMENT, COBBLES SHAG HAVE 7/3 EMBEDMENT
7 FINISH GRADE/SURFACE.
5. SET LARGER COBBLE AND SMALL BOULDERS(6"-18"DIAMETER)INTO ENDS OF 3 ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS -0' MORTAR 1 PART CEMENT
8 1 CUBIC FT. CRUSHED AGGREGATE CONTINUOUS WALL APPROACHING BOULDERS SHOWN ON CONSTRUCTION PLAN. To AMPLE PARTS SAND, 7000 . PORT LAND CEMENT CONCRETE 'f I -DRY-PACK b AtlOw[0)
9 CONCRETE FOOTING 11 y4"DIAMEQER SAH 40 WEEP HOLE AT 36-O.C. A SAMPLE AREA MIN •o sD O. WOR BE APPROVED BY THE Cllr KNSPCCipR, PRIOR To
PROCCEOING WITH REMAINING ROCK WORK
S FINA'. RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR
10 Spy.COMPACTED SUBGRADE. 12 1 CUBIC FOOT OF CRUSHED AGGREGATE CONTINUOUS.
6. ROCKS SHALL BE SMOOTH. ROUNDED AND FREE Or OBJECTIONABLE DISFIGURATIONS AN
EXCESSIVE IRON CONTENT
11 WATERPROOFING CONTRACTOR TO INSTALL MASONRY VENEER
7 CONCRETE CUSS 570-0-
12 FINISH GRADE OF SLOPE TIES 0 8"O.C.TYPICAL ON PILASTER AND 16"O.C.
TYPICAL ON WALL FACE.
13 K BAR HORIZONTAL WALL TE,(2 PI..ACES AS SHOWN)SEE DETAIL'S'.
COBBLE VENEER PILASTE COBBLE VENEER WALL
WALL END CONDITION COBBLE PAVING . BOULDER INSTALLATION ,
r
SCALE: N.T.S.
SCALE: SCALE: N.T.S. - SCALE: N.T.S. SCALE: N.T.S.
I, 11 2 1
I I .
O �2'
VARIFs MIN 4'MAX 10' �RFTTE3
SFF C0N:TRVC10EI FLANS FOR SEE CONSTRUCTION FLANS FOTT DIMENSIONS I !�(<� I 17 - 1. 4
DIMENSIONS 7 I 1613 I MIN.
4
L. 3
CONCRETE HEADER - 1/2" RADIUS tx M>N 3 2 1 4 I r I I �• I ,
EXPOSED EDGES AND FINISH PER PLAN F
INSTALL AT GRADE LEVEL AT SWALE v
1" IN LAWN ( / 5 � .
CROSSINGS) el „r I• I _ 6
12 I'•I
6" OR 8' 6
-c -
FINISH GRADE D
EE NOTE SEE DETAIL D'THIS SHEET. 9 -
I
T 8 17 I ��' �� 9 a
I •
12 _
-i I-i • I- -1 NOTE WATER TO BE DIRECTED TO SUMP.
;�! 'i=Ili-. ill=111=III- , ". i � �_ I• • �llF<-il��
10 /, .00.
-� #3 RE-BAR CONTINUOUS O)_
_ /
(UNLESS OTHERWISE INSTRUCTED) ,I -
---rrr c C•J A'��'
13 15 I C-
/ 3 1
LEGEND 0'SO.
1. CONCRETE CURB PER CIVIL ENGINEERS PLANS
3 SECTION
2 CONCRETE MOWSTRIP PER DETAIL E.THIS SHEET.
i GRADUATED T DIAMETER TO 18'DIAMETER LOCAL,RIVER RUN 17 NOTE:
GRANITE COBBLE(SEE DETAIL'D THIS SHEET). CONTRACTOR TO INSTALL MASONRY VENEER
TIES AT 8"O.C.WHERE STONE VENEER OCCURS.
4. LOCAL RIVER RUN GRANITE BOULDER IT DIAMETER T04r!•DIAMETER
WHERE OCCURS-SEE CONSTRUCTION PLAN FOR LOCATIONS-SEE LEGEND:
DETAIL t.THIS SHEET 1. (2)6X2X16 SLUMPSTONE CAPS. 8. FINISH GRADE/SURFACE.
�. REINFORCED CONCRETE 12,DIAMETER DRAIN BOX SET FLUSH WITH COLOR TO MATCH PERIMETER WALL CAP. 9. 1 CUBIC FT.CRUSHED AGGREGATE CONTINUOUS.
NOTES: FWISFIGRADE CHRISTY*V-1 W/#716213 GRATE
2. 20X20X20 SLUMPSTONE CAP. 10. WATER PROOFING.
1. PROVIDE SCORE JOINTS AT 10'-0" 0-C. AND 3/8" EXPANSION
JOINTS AT 20'-0" 6, 1T DIAMETER X G DEEP AUGERED DRAINAGE SUMP. LOCATION PER COLOR TO MATCH PERIMETER WALL CAP, 11. FINISH GRADE OF SLOPE.
2. B" WIDE CONCRETE O.C..C. BETWEEN CITY-MAINTAINED TURF AND CONSTRUCTION PLAN, BACKFILL WITH 314•DIAMETER CRUSHED 3. 3-5"DIAMETER SMOOTH GRAY LOCAL 12. #4 REBAR VERTICAL AT 32.O.C.
GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND AGGREGATE GRANITE COBBLE-SET IN MORTAR BED(3 SIDES). 13. #4 REBAR HORIZONTAL WALL TIE-2 PLACES
PRIVATELY-MAINTAINED AREAS 7. 1T DIAMETER PVC PERFORATED PIPE-6 FT.LONG. WRAP PIPE IN 4• BEND #3 REBAR INTO U - SHAPE, EXTEND ASSHOWN.
3. CONCRETE TO BE 520-C-2500 MIN. FILTER CLOTH OR SOCK CONNECT TO DRAINAGE BOX.
INTO GROUT CELLS, 24-EACH SIDE 14. CONCRETE FOOTING.
a.
C WOOD CHIP MULCH. 5. 144 REBAR VERTICAL. 15. 90%COMPACTED SUBGRADE.
6. 8X8X8 PRECISION COLUMN BLOCK,GROUT 16. EDGE OF SLUMPSTONE CAP.
ALL CELLS SOLID. 17. EDGE OF CONCRETE FOOTING BELOW.
7. 6X8X16 CONCRETE PRECISION BLOCK,GROUT
ALL CELLS'c SOLID.SEE COB131-E VENEER WALL
DETAIL'B'FOR SECTION.
CONCRETE MOWSTRIP _ DRAIN SUMP COBBLE VENEER PILASTER
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: SCALE:
I
i I
I
I
-
'
LANDSCA� `A E CITY of RANCHO CUCAMONGA
DP
ARCHITECTURE
SITE PLANNING
10630 Town C nt -Dr. TENTATIVE TRACT NO. 15732
-+ -� Suite 121
r ` Rancho Cucamonga PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
NOTE: THIS SHEET REPLACES THE CURRENT O ` °' �''� )48429M (ETIWANDA AVENUE TO SWANSON PLACE)
SHEET NO. L-4, PURSUANT TO DELTA 1 fJ ,P-y �Q• Fax(909)4842802 -
REVISION FOR THE COBBLE VENEER WALL RId,Brd K,.U,,,,,I
OF CACA Lc 12834 CONSTRUCTION DETAILS
AZ Lc 129115
NV Lc i446 ------ -- - - -- -- T /-
.. I T Y - N - - r�r! 24953
D _S � I"ti rsE CII' ML- �'�vL_ D
ARCHITERRA DESIG OUP
RWK LANDSCAPE ARCHITE TURE
_ SITE PLANNING
A',V�r, 10630 TOWN CENTER DR. r)-L1
BDS RANCHO (909 484 2800 CA 91730 L_4 U F 12
ri` `LJ
R LA No 2 D H�; til ? N G N .
SCALE: SCALE: SCALE: CITY DAT_ 9/9/96 FILE N o834 1577-L
SCALE:
AN E+_ANE
SHEET OF
IRRIGATION NOTES
1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE,VALVES, ETC. SHOWN WITHIN PAVED
AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
PLANTING AREAS WHEREVER POSSIBLE.
2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS
OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION
cr OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND CITY. IN THE EVENT THAT
Q THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL
RESPONSIBILITY FOR REVISIONS NECESSARY.
0
_ 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH
` c - POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION
CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO
U
.. CONSTRUCTION TO OWNER'S CONSTRUCTION REPRESENTATIVE.
�►�►���n���a�.����►��,.��.�.� �w�.�.w���w��,��.�0.��►�.�� ��__ 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE
._ = � " " i_a0." - ���`\ HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAININGWALLS, CURBS, ETC. HE SHALL
y4 �4" f' �,� �� �'�� ✓�{ 04`� �� CON RACTOR AND OTH RSUBCCOONTRIACTORS FOR LOCATION OF PIPE
NATE ALL HIS WORK WITH THE GENERAL
SLEEVES THROUGH WALLS, UNDER ROADS, PAVING, AND STRUCTURES.
a14 LIMIT OF WORK LINE / 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW
-j` - �/,�+ /,++ �.�y !y.�• s� ," �4� y 3�- - �`� �►� +••• �••� ��. �� �� �� l PREVENTER TO BE OF MATERIAL AS REQUIRED BY CUCAMONGA COUNTY WATER
0/4, 7/�• --- , ,��f, _ i DISTRICT.
'`� 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE
Cn - ----- ---- - ,- - -- -- ----- -�- -� " BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S
�Q ' f Q r '/e REPRESENTATIVE, AND LANDSCAPE ARCHITECT, WHERE
t�4" ' APPLICABLE.
Ll
9 26.2 4 22.4 8 25.9 _ PEPPER t 1l4
7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION
W .--- �wcT�►�r. cvsr�l,l� Ex+sriNc ' - CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL
_ 1235 1500 1 1/4" 1235 PEPPEk REE PEPPER THEE PEPPER TREE
Z : 1 1/4' 1 1/4 2 SLEEVES OF SUFFICIENT SIZE UNDER THE ALL PAVED AREAS PRIOR TO PAVING
J �
21.5 5 7 25.0 6` 22.6 ' UPON APPROVAL OF THE CITY IF REQUIRED TO
_ ETIWAN DA 1450 1 1/4' 1/4" 1365 AVENUE 1 1/4" 1283 ' OPERATE SYSTEMS.
U 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
~ MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,
LIMIT OF WORK LINE
Q STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE
SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR
APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT
AND CITY 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS.
9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE
SPECIFICATIONS.
PRESSURE LOSS CALCULATION XERISCAPE ASSESSMENT SYSTEM SUMMARY IRRIGATION LEGEND 10. CLEAN-UP ON A DAILY BASES PER CITY AND OWNER'S REPRESENTATIVE
APPROVAL.
POINTS REFERENCE
PROJECT: TR. 415732 BY: JAK IT IRRIGATION (Point Value) CLAIMED (Sheet#IRef.#) ,fid MANUFACTURER MODEL NUMBER QESCRIPTION $AQP G.P M- P.S.t. i4�1i 11=T 11. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT
STATIC PRESSURE HIGH: 155 psi LOW: 150 psi ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS
SOURCE OF INFORMATION: O
RD R►CHAAXACA
SUPPLIER: RICHARD
OA COUNTY WATER DISTRICT 1. Low gallonage irrigation system. (20) 20 L-5/11.1 -�-- AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER.
CONTACT THE CUCAMONGA WATER DISTRICT FOR COSTS AND INSTALLATIONS
PHONE NUMBER: (909) 987-2594 2. Automatic controller. (20) 20 L-5/11.2 hL RAIN BIRD 1806-100-LA POP-UP SPRAY HEAD 10' 0.39 30 HIL-7 PROCEDURES.
VALVE STATION /G.P.M.: Station: 6 30 gpm
3. Designed to water plants by watering needs. (10) 10 `& RAMI BIRD 1806-I OT-LA POP-UP SPRAY HEAD 10' 0.52 30 H/L-7 12. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,
ITEM: P.S.I. LOSS:
FOLLOWED BY A BACKFLOW PREVENTER DEVISE, FOLLOWED BY A PRESSURE
4. Soil moisture sensors. (10) 0 A- RAIN BIRD 1806-I OH-LA POP-UP SPRAY HEAD 10' 0.79 30 H/L-7 REGULATOR OR PUMP(IF REQUIRED), FOLLOWED BY A FLOW METER, FOLLOWED
WATER METER SIZE: 1 1/2" ® 30 G.P.M. 1.80
BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL
BACKFLOW DEVICE SIZE: 1 1/2" 0 30 G.P.M. 12.00 *5. Rain sensors. (5) 5 N RAIN BIRD 1806-I OF-LA POP-UP SPRAY HEAD 10' 1.57 30 H/L-7 EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURER'S
1.20 6. Wind sensors. (5) 0 } RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE
FLOW SENSOR 1 1/4" ® 30 G.P.M. 1
MASTER VALVE 1 1/2" 0 30 G.P.M. .90 0.69 80 EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
GATE VALVE(S): 2" 0 30 G.P.M. 0.20 7. Sensitive to slope factors. (5) S b- RAIN BIRD 1806-150 POP-UP SPRAY HEAD 15' 0.93 30 HIL-7 13. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE
MAINLINE (SCH. 40): L.F. 0 30 G.P.M. STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
MAIN LINE (CL. 315): 2" 706 L.F. 0 30 G.P.M. 5.40 8. Reclaimed or recycled water. (5) 0 `a RAIN BIRD 1806-15T POP-UP SPRAY HEAD 15' 1.23 30 H/L-7
AUTOMATIC VALVE SIZE: 1 1/4" 0 30 G.P.M. 6.00 14. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON
LATERAL LINE SIZE: 1/2" L.F. 0 G.P.M. 0.00 n_ RAIN BIRD 1806-15H POP-UP SPRAY HEAD 15' 1.85 30 H/L-7 PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL
3/4" 53 L.F. @ 6 G.P.M. 1.49
DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE
1" 16 L.F. 0 10 G.P.M. 0.32 Total Points Claimed: 60 v RAIN BIRD 1806-I SEST END STRIP SPRAY 4'X15' 0.61 30 H/L-7 CITY.
1 1/4" 5 L.F. O 23 G.P.M. 0.15
1 1/2" L.F. 0 G.P.M. 0.00 (Minimum Points Required:) (60) O RAIN BIRD 1806-15SST SIDE STRIP SPRAY 4'X30' 1.21 30 H/L-7 15. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFIHERSELF WITH ALL
2" L.F. 0 G.P.M. 0.00 UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE
2 1/2" L.F. 0 G.P.M. 0.00 N/A OLSON 1708 EH 12 EMITTER HEAD - 0.40 30 F/L-7 RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY,
* POINTS CLAIMED FOR E.T. SENSOR CONTROLLER.
FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
IRRIGATION HEAD PRESSURE: 30.00
16. INSTALL ONE(1)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE
SYSTEM LOSSES SUBTOTAL: 59.46 XER. REF. It.l MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE RCV ON EACH BRANCH.
FIITING LOSSES(10% OF SUBTOTAL): 5.95 MASTER VALVE CLA VAL PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN
ELEVATION LOSSES/GAINS (ELEV.X.433) +/-: 0.00 ® CIL-7
136-ACSKC ENCLOSURE FOR IRRIGATION WIRING.
TOTAL SYSTEM LOSSES: 65.41 24 VOLT D/B
17. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER
AVAILABLE PRESSURE (SET PRESSURE REGULATOR 0 85 P.S.I.): 85.00 0FLOW SENSOR DATA INDUSTRIAL SUPPLIED BY CALSENSE- CIL-7 WEEK (TURF)AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)
(-) DEFICIT OR (+) RESIDUAL PRESSURE: 19.59 220P APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF
9:OOP.M. TO 5:OOA.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT
0 PRESSURE REG. WILKINS 500 SERIES FACTORY PRE-SET AT 85 P.S.L A/L-7A
A TIME.
H VALVE SEE DETAIL B/L-7 18. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN
AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER
t9 RAIN BIRD EFB-CP-PRS SERIES REMOTE CONTROL VALVE - LOCATE IN SHRUB AREA- D/L-7 MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE
SIZES NOTED AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF
INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE
Q FEBCO 825-Y-BV 1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER - A/L-7 CITY.
LOCATE IN SHRUB AREA
® RAIN BIRD PEB SERIES REMOTE CONTROL VALVE - LOCATE IN SHRUB AREA- D/L-7
SIZES NOTED
XER. REF. 11.2 M RAIN BIRD RBY-100.200MX IN LINE WYE FILTER B/L-7A
a RAIN BIRD 33 DNP JOUICK COUPLER AT 150'O.C. MAX. E/L-7, F/L-7A
Lj
CALSENSE ETI-DTR2 W/ANTI AUTOMATIC CONTROLLER - SEE PLAN AND DETAILS L/L-7, C-E/L-7
APPROVED SCH 40 PVC NON-PRESSURE LATERAL LINE - 18'COVER - SIZES J/L-7
NOTED I I I " I DESCRIPTION of REVISION
APPROVED SCH 40/CL 315 PVC PRESSURE MAIN LINE - USE SCH 40 FOR PIPE 1 1/2' J/L-7 _ DA TE JAPPROVEL)
SITE REFERENCE MAP AND SMALLER, USE CL 315 FOR PIPE 2"AND LARGER - • - CA , CITY O f RANCHO 18"COVER - SIZES NOTED LANDSCAPE
ARCHITECTURE
APPROVED SCH 40 PVC PIPE SLEEVE - TWO TIMES DIAMETER OF PIPE K/L-7 SITE PLANNING
Q PROPOSED 1 1/27 WATER METER 1063T°'""�'`wDr.
1
Suite 121 TENTATIVE TRACT NO. 15732
CRAIGFlanc
DR -- 1OC10w"0f98 PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
--t -- = APPROVED SCH40 PVC 4" WIRE SLEEVE KIL-7 CA 91730
N���A F F9os4ao� (ETIWANDA AVENUE TO SWANSON PLACE)
a I . O K R U mi '9.QC
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A Z `" `' �^ ALL NOZZLES LOCATED IN SHRUB& GROUND COVER TO BE INSTALLED ON RAINBIRD E� r�>>s
1 W Lc 0446
o �+ 1812 POP-UP BODIES. SEE DETAIL I, SHEET L-7.
APPPOVED BY: D ATE elllrk
DIAL TOLL FREE `I �
CITY ENGINEER RCE No . 24953
N.T.S. TILDENDR ,rr - >��. PLAN CROSS REFERENCES
1-8W-��//�� DESIGN ARCHITERRA IGNGROUP RECD MENDErD
277-2600 Q \qlf �� -flWK LANDSCAPE ARCHITECTURE
Z ; �Qf_�p��� VALVE SIZING KEY FOR NOTES AND LEGENDS, SEE SHEET L-5
AT LEAST TWO DAYS SITE PLANNING
BEFORE YOU � FOR DETAILS, SEE SHEET L- 7 DRAWN 10630 TOWN CENTER DR. SHEET
FOR SPECIFICATIONS SEE SHEET L- 11 BDS RANCF/O CUCAMONGA, CA 01730
VALVE 4 1 •-G.P.M. t�14a4 2eoo L-5 OF 12
� M�OiSO`m�"C"1FO1"'A °�"��°"° � FOR CORRESPONDINGCONSTRUCTIONPLAN SEE SHEET L-2 1"-20' CHECKED VALVE SIZE 3�4" 10000--AREA IRRIGATED O .
FOR CORRESPONDING PLANTING PLAN SEE SHEET L- 8 s CITY GATE 9/9/96 FILE NNo 1577-L N
.P% PLAN BLANK FOR LANDSCAPE - n [0, 3121 PF. 1140 143 13-Apr-96 03, 37 PN /. 126- 1140-
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NOTE: ESTIMATE 100 S * INDICATES MAXIMUM FLOW RATE IN G.P.M. WHEN PLANTS ARE MATURE.
" S.F. PER TREE (TOTAL 15 TREES)
INSTALL FLUSH VALVES AT END OF EACH DRIP LATERAL LINE, TO CALCULATE AREA IRRIGATED.
PER DETAIL G, SHEET L-7.
IRRIGATION LEGEND MASTER VALVE CLA-VAL36 CSKC DETAiLC.SHEET' NOTES FOR DRIP VALVES (STATIONS 1 TO 4)
24 VOLT DB
MANUFACTURER MODEL NIJM13FR DERr P-ADII 6 p u E.&1
FLOW SENSOR DATA INDUSTRIAL SUPPLIED BY CALSENSE
- -f.04B1RE) 1886+eWMN PEIP UP SPRAY 1 1EAD +e' 220P DETAIL C,SHEET 7. 1. PROVIDE OLSON 1708 EH-12 SERIES EMITTERS AND OUTLETS TO PLANT
® PRESSURE AEG WILKINS 500 SERIES DETAIL-A-.SHEET 7A. ROOTBALLS PER THE FOLLOWING SCHEDULE BELOW:
I< RAIN BIRD 1806-100-LA POP-UP SPRAY HEAD 10' 0.39 30 FACTORY PRE-SET AT 85 P.S.I.
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THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS a RAIN BIRD 1806 VALVE SEE DETAIL SEE DETAIL B,SHEET 7.
IOT-LA POP-UP SPRAY HEAD 10' 0.52 3a PLANT DRIP EMITTER RATE
MOTE
AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION a RAIN BIRD 1806 10H-LA POP-UP SPRAY HEAD 10' 0.79 30 RAM BIRD EFB-CP-PRS SERIES SIZESSNOTE CONTROI VALVE-LOCATE IN SHRUB AREA• 1 GALLON SHRUB 1 EMITTER OUTLET PER SHRUB
CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, >,I RAIN BIRD 1806 iOF-LA POP-UP SPRAY HEAD 10' 1.57 306 SHRUBS PER EMITTER
COORDINATED AND PAID FOR BY THE DEVELOPER. Q FEeco 825-Y-BV 1 1R' REDUCED PRESSURE BACKFLOW PREVENTER-
� PI SIPS -Pas •svAIr pap-FfP-sPI6AY#IEAB +5' see ee LOCATE N SHRUB AREA CAP 6 REMAINING PORTS FOR FUTURE USE
RAIN BIRD 1806-150 POP-UP SPRAY HEAD 15' 0.93 30 ® RAIN BIRD PEB SERIES REMOTE CONTROL VALVE-LOCATE IN SHRUB AREA-
SIZES NOTED S GALLON SHRUB 2 EMITTER OUTLETS PER SHRUB
`a RAM BIRD 1806.157 POP-UP SPRAY HEAD 1s' 1.23 30 4 SHRUBS PER EMITTER
XFR REF.11? ® RAM BIRD RBY-100.200MX IN LINE WYE FILTER-DETAIL 8 SHEET 7A CAP 4 REMAINING PORTS FOR FUTURE USE
MAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW DOMESTIC a N RABIRD 1806-15H POP-UP SPRAY HEAD 1s' 1 es 30
POTABLE WATER METER TO BE PROVIDED BY DEVELOPER. REFER TO UTILITY PLANS 0 RAIN BIRD 33 DNP pUICKCOUPLERAT150'OC MAX,
s RAM BIRD 1806-15EST END STRIP SPRAY 4X15' 0.61 30 C
FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE 'K'COPPER PIPE (OR AS PER LOCAL CALSENSE ETI-DTR2W/ANTI AUTOMATIC CONTROLLER-SEE PLAN AND DETAILS 5 & 15 GALLON TREE 4 EMITTER OUTLETS PER TREE
❑
21 30
CODE) AND INSTALL A 1 1/2" REDUCED PRESSURE BACKFLOW PREVENTER, FEBCO 825- D RAIN BIRD 1806-15SST SIDE STRIP SPRAY 4'X30' 1. - APPROVED SCH 4oPVC NON PRESSURE LATERAL LINE-1e"COVER-SIZES 1 TREE PER EMITTER
Y-BV INSTALL BACKFLOW PREVENTER WITHIN A STRONG BOX SBBC-30AL ALUMINUM NIA OLSON 1708 EH-12 EMITTER HEAD - 0.40 30 NOTED CAP 8 REMA11ING PORTS FOR FUTURE USE
BACKFLOW ENCLOSURE VERIFY FINAL LOCATION WITH CITY'S REPRESENTATIVE. DATA _- APPROVED SCH 400CL 315 PVC PRESSURE MAIN LINE-USE SCH 40 FOR PIPE 1 1rr
OBTAINED 5/6196. AND SMALLER,USE CL 315 FOR PIPE 2 AND LARGER 2. INSTALL THE EMITTERS REQUIRED FOR EACH VALVE AS NOTED BELOW.
J xeR REF II 1 18-COVER-SIZES NOTED NOTE NUMBERS BELOW ARE FOR REFERENCE ONLY. CONTRACTOR TO INSTALL
STATIC WATER PRESSURE: 150 PSI --NOTE: APPROVED SCH40PVC PIPESLEEVE TWO TIMES DIAMETER OF PIPE EMITTERS AS REQUIRED TO MEET SCHEDULE ABOVE.
Q SYSTEM DESIGN PRESSURE: 67 PSI ALL NOZZLES LOCATED IN SHRUB b GROUND COVER TO BE INSTALLED ON RAINBIRD p PROPOSED 1 1/2''WATER METER
z PEAK IRRIGATION DEMAD: 30 GPM 1812 POP-UP BODIES. SEE DETAIL 1,SHEET L-7. APPROVED SCH40 PVC 4-WIRE SLEEVE STATION 18 32 EMITTERS
O _ STATION 19 45 EMITTERS
STATION 42 EMITTERS
Z STATION 21 37 EMITTERS
Q STATION 22 39 EMITTERS
UTOMATIC CONTROLLER TO BE ACALSENSE ET1-24-DTR2 W/ANTENNA PORTMATCH LINE SEE SNT. L- rJ 3. SIZE LATERAL LINES ON DRIP VALVES AS FOLLOWS:
INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT CONTROLLER/ELECTRICAL
ww ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED)ON TOP OF THE Mimi i N ml 1�y 1 1 1 1 N 10101 1 1 1 I>t 1 FLOW THROUGH PIPE
ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SEGMENT(IN GPM) SIZE OF PIPE SEGMENT
4SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL " I W
LOCATION OFT E ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF , � :D9-12 i'
HE CITY. z 13-22 1 1/4'
23-30 1 1/2'
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zBASELINE ROAD w :�.� �te DATE APPROVEE
i ■ �PNDSCgpF LANDSCAPE CITY of RANCHO ' CUCAMONGA
4 ;F �,y ARCHITECTURE
SITE PLANNING
U y a " 10630 Town CA)II Dr
Sure 121 TENTATIVE TRACT NO. 15732
Q - -- RanchoCucemonga PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
• ' 1ev 808 4B4a2800 (ETIWANDA AVENUE TO SWANSON PLACE)
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PLAN CROSS REFERENCES IDES IGN F. jC MME
DIAL TOLL FREENDED
ARCHITERRA SIGN GROUP
FOR NOTES AND LEGENDS, SEE SHEET L-5 -RVVK LANDSCAPE ARCHITECTURE -Z
1-800-277-2600 (r SITE PLANNING - -
L L FOR DETAILS, SEE SHEET L- 7 O DP�NN 10630 TOWN CENTER DR SH_ _ T
AT LEAST TWO DAYS FOR SPECIFICATIONS SEE SHEET L-11 Z BIDS RANCHO i
11111CWLOw PREVENTER (Instate in 8 Strong box SBBC - 30 AL
ASSEMBLY aluminum encliasure) < TO SPRINKLER - ANGLE PIPE TO
W PED =;NIPPLE - TYPICAL
SPECIFIED H WITH 45' ELLS
(4) PLACES z
SCH 40 PVC MALE ADAPTOR PLASTIC VALVEx k COVER STRUCTURE OR
N "SNAP-TITS- WATERPROOF ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING
Q SCH BO PVC UNION
CD WHITE CONNECTORS OR EQUAL FINISH GRADE
BLUE a BRASS OR PVC NIPPLE
I z ROUND PLASTIC VALVE BOX k N z ELECTRIC CONTROL VALVE 1 6" MIN, I
18-MA—X._j
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6" THICK X 12" WIDE - U ? CONNECTOR OR EQUAL
CONCRETE PAD (LENGTH VARIES
BRASS WYE STRAINER f PER SIZE/MANUFACTURER) 4 FINISH GRADE PIG TAIL EXPANSION g (CARSON OR EQUAL) 7-7-
- -
BRAWITH 60 MESH SLOPE TO DRAIN AT MINIMUM W ETCHED WITH CONTROLLER _ ° •.°
IRRIGATION CONTROLLER LOOP IMIN N" LONGI a a AND VALVE SEQUENCE
MONEL SCREEN _ v 6" MIN. -III I III III=III- °
FINISH GRADE I1, ' WATERPROOF ALL a FINISH GRADE I _
1 UNION I = I-II III=III PLASTIC VALVE BOX IC ARSON OR I I 33 DNP QUICK I- ( T
WIRE CONNECTIONS
PVC SLEEVE -II _III BALL VALVE - 1 1/2" OR SMALLER WITH I—LII=� EQUAL) WITH PLASTIC INTEGRATED ''° COUPLING VALVE
REQUIRED FOR I=III=-'II STAINLESS STEEL HANDLE III=II LOCKING LID PLACE AT GRADE IN AS PER STD x j
DETAIL 520 >< � WITH PURPLE
PIPE THROUGH III=-I III-III- TURF AREAS AND 3' ABOVE IN =�I„ !1,- SIDEWALK RUBBER CAP _
II I CONCRETE PAD ' I 1
RESILIENT WEDGE - 2" OR LARGER WITH 1=-III-' PLANT BED z - i �_ - �il -. MOISTURE STAINLESS STEEL
• -= ATE VA;VE 2 OPERATING NUT = I I I I-
III " .. SENSOR SCREW CLAMP
NIPPLE - TYPICAL Z EPDXY COATED pIG TAIL EXPANSION -I I ^�� WHERE
_ _ _ MINIMUM (3) PLACES
- I-1 - x ICOMMONI ( 3" _ PIG TAIL EXPANSION 2 3/4" WASHED I I—
Z -- (2) PLACES -_ LOOP IMIN2. LONGI x °•c WHITE N III-+ I- REQUIRED -II II
FROM WATER SOURCE I- _ III—I VALVE I z
I = SCH 40 PVC MALE o I I -
=_III= - - ADAPTOR -ISI=-I i II—I BLUE _I II LOOP (MIN. 24" LONG) pp CRUSHED ► ' • • '
co _ 907. COMPACTION - _ uF a -_
1= 1=I I I- I
- AGGREGATE BASE . ►. • ►. . :.
1 REQUIRED ll1
_ °
-Iii=1''I _ III—I z_
VALVE W/UNION °
_ _ _ WIRES . . . to . . . .
J_ "'—� IIIII_'I _II 3 3" III�IIII�I RED MASTER CONTROL FLOW BRA$$ ANGLE - -
_ _ VALVE m -� 3 "�` ~ III- SCH 40 BRASS NIPPLE
TO ME'E't :. F I t: 111 I III= o• 3/4" WASHED -
I _ - -UNE TO SYSTEMS BLACK ,o•
a II—III=..i,i III=1I_ L °
FL 1= °oPo: -� CRUSHED AGGREGATEI-
CONCRETE THRUST BLOCK ELBOW FLOW METER _; O DP •d•pP A. SCH 40 BRASS NIPPLE
PER CCWO STANDARDS TYPICAL (4) PLACES t' - III, II 24" LONG
SIZE TER SAME I o •o ' •°' I
_ SIZE AS FLOW III- _
_ METER SIZE i II= 1I-__i SCH BO PVC NIPPLE
RIGID PIPE AND RELATED FITTINGS SHALL BE PER z _IIII__, .ao ° ° II _I LI __I.,__li —1
CUCAMONGA COUNTY WATER DISTRICT STANDARDS. I_ I- I I=III: I DIAMETER SAME SIZE - CONTROL dL COMMON WIRES
. - I p„° AS FLOW METER SIZE -- "-
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO 1-' o III=I
CONSTRUCTION °'6 •o-° IElI1'
NOTES I=III ' o.p ��o-o _ __ ___-- -_-__ - -- SCH 40 BRASS 9Cl ELL
1 INSTALL PER LOCAL CODES .11I I. dao' •'°':P, III—I f '
2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24” FROM ANY -- - - II-_III" MINIMUM DISTANCE DOWNSTREAM OF
- - III=111=III=1 I UNINTERRUPTED PIPE (5x DIAMETER STREET ELL SCH 40 BRASS 90°
STRUCTURES OR HARDSCAPING __ _ SCH BO PVC 90°
3 WHEN UNI? IS NEXT TO A STRUCTURE (IE. WALL. BUILDING, ETC.) OF FLOW METER SIZEI
MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE AGGREGATE
WASHED CRUSHED MINIMUM DISTANCE UPSTREAM OF
BRASS NIPPLE PRESSURE SUPPLY STREET ELL
AGGREGATE BASE UNINTERRUPTED PIPE (IOx DIAMETER UNE FITTING
4 ORIENT UNIT PARALLEL TO STREET. SCH 40 PVC $XSXT TEE PRESSURE SUPPLY LINE (2 RLON STAKE
5 SCREEN UNIT Ill SHRUBS WHENEVER POSSIBLE. NOTES OF FLOW METER SIZE) PRESSURE SUPPLY LINE (2♦ LONG)
1 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTES
6 DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 2 INSTALL CONTROL VALVES A MIN OF 12" FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING.
DISIMILAR METALS 3 INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS
7 VALVE PER STD 518 REQUIRED BEFORE BACKFLOW PREVENTER 4 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 3 PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING NOTE:
W,IEN MAINLINE IS 3" OR IAFtGER 5 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4 PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
6 ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER.
BACKFLOW PREVENTER - BALUGATE VALVE FLOW METER REMOTE CONTROL VALVE QUICK COUPLER (TURF AREAS)
SCALE: N.T.S. R.C. STD #517 SCALE: N.T.S. R.C. STD #518 SCALE: N.T.S. R.C. STD #516 SCALE: N.T.S. R.C. STD #520 SCALE: N.T.S. R.C. STD #536
POP-UP TURF HEAD BODY SET TO Ht-POP SHRUB HEAD BODY SET TO
1/4" ABOVE FINISH GRADE 1/4" ABOVE FINISH GRADE
FINISH GRADE FINISH GRADE
1 •
2 _
3" IN PLANT BEDS
OLSON MULTI-OUTLET EMITTER AT GRAD[ IN LAWN AREAS -III-
1jI 3 — =-i, —I I SII!= III-1 -III= I-III- iE-!I1=1I —1 _
11-1'
OLSON BUG CAP OR EQUIVALENT FINISH GRADE
EMITTER DISTR'B'JTION TUBE 4- THICK WOOD CHIP .SI I_. _ = - ILII III I -
,� _ -1 i=III- 1=1 I' I=—I 1=1 1-
MULCH COVER I-I 1 _
I=1i Z Z I I
T- III 5 ry III III W -� 1—III-
I I-
li 6 N I I —III �r _ SPECS CLEAN BACKFILL
FMATERIgEE
SCH 80 PVC NIPPLE _ fT I 90% COMPACTION REQUIRED
4 (MINIMUM 2�� LONG) -
L
7 -- z NON-PRESSURE LATERAL LINE
I SCH 80 NIPPLE - 6" LONG SCH 40 PVC SCH. 40 SNAKE PIPE IN
T X T 90' ELL I- TRENCH
OLSON TURIN m ei
1_7 it I i- STAKE OR MARLEX 90' STREET ELL
EQUIVALENT - j ;= ' PRESSURE SUPPLY LINE:
PLACE AT • ^ SCM 40/CL. 315 SNAKE
OUT I ° °O 1 - III- PIPE IN TRENCH
3/4- WASHED SDE EOG °'° o.� t_-I _
1 { / OF ROOTBAL:rTI oq'°
r�i r FI GRAVEL ,o':o'.p b - -
0
'o' SCH 40 PVC
MARLEX 90' ELL MARLEX 90 STREET ELL 90' STREET ELL -1 CONTROL WIRES - BUNDLE
r
OLSON
NG CCESS GRAOE SLEEVE OR �- K
AND TAPE AT 15' O.C. AND
LATERAL FITTING _ - 4 -=) INSTALL ADJACENT TO
I,I
EO'J VALEN7. SET LIC ABOVE NO - - -- PRESSURE SUPPLY LINE
-NON-PRESSURE
NON-PRESSURE
F + MARLEX 90' STREET Ell �. '�-�J _
I LATERAL FITTING L - _ _-__-
NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE _ I___I I I_
NON-PRESSURE LATERAL LINE ( ) --
t/2" DIAMETER SCH 80 NIPPLE - TYPICAL 2 PLACES I 6" TYP. PROVIDE 6 MIN, OF SAND
--I
B' MIN. 1 LOCK BOLT ANTI-DRAIN VALVE AS REQUIRED BEDDING AND SHAMING
LIF' HOLE
FIN SH GRADE NOTE: NOTE:
4, 3/4" PVC BALL VALVE - THREADED 1 LOCATE HEAD 2" TO C FROM WALKS. CURBS, HARDSCAPING, MOW STRIPS, 1. LOCATE HEAD 2' TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS,
SCH. 40 LATERAL ` 3/4" X 36" LONG - PIG TAILED AND EDGES OF LAWN AND EDGES OF LAWN.
6 PLASTIC VALVE BOX - CARSON OR EQUAL 2, USE TEFLON TAPE ON ALL MALE THREADS. NOTE:
DOUBLE STREET E'_L (TYP) 7' PVC MALE ADAPTER - LINE SIZE X 3/4" (S X T) 2 USE TEFLON TAPE ON ALL MALE THREADS. 3 INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANCES IN DIRECTION.
6" THICK OF 3/4" WASHED CRUSHED AGGREGATE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN
3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE � 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4 HEAD CONNECTION AT BOTTOM INLET ONLY, 3" AND LARGER 24" MIN. DEPTH
4. HEAD CONNECTION AT BOTTOM INLET ONLY.
DRIP EMITTER FLUSH VALVE 6" POP-UP 12" POP-UP TRENCHING
D :
SCALE. N.T.S. R.C. ST #530 SCALE; N.T.S. R.C. STD #531 SCALE: N.T.S. R.C. STD #537 SCALE: N.T.S. R.C. STD #539 SCALE: N.T.S. R.C. STD #532
L 24" STRONG BOX MODEL NO
--� SB-24SSI120V
HARDSCAPING(SEE NOTE 4)
. ., NOTE
;• I ENCLOSURE TO BE GROUNDED PEP
-� - -- _ —� LOCAL CODE GROUND ROD TO B'.
_ �! I INSTALLED INSIDE ENCLOSURE ON
CONTROLLER SIDE
FINISH
- - GRADE
CLEAN BACKFILL - SEE I 3'-6' x 3'-6" x 6" CONCRETE
SPECS FOR MATERIAL M'^ FOOTING INSTALL A MINIMUM OF
-- •� n� �__ 9CZ COMPACTION REQUIRED 'LJ Z�'..� pPA80 DRAOVE GRADE
AT MINIMUMAND OF 2%
1 1O I I I
f
PROVIDE 6" MIN- OF SANDt9S".CEP
BEDDING AND SHADDING - � -� I � I� .III COMMON WIRE/CONTROL MnRES IN
3' SCH.O PVC CONDUIT _TrT f �; - -, T0, T I I i T V W R N RI20 OL E .,D S EEiCONUUiT ;PER LOCAL CODE)� ELL All I
TD POKER SIDE OF CABINET (TYPCONTROL WIRE SLFFvE _ 6_ �p . � � , t.�.• CITY o f RANCH
_ SIZE .ER AN IN-;'A_L O CUCAMONGA
N SC
A`i.'JACF N7 ';; I�R�SS.iRE ' ��� ' ,,____ i ANT t ANTENNA PORT EPDXY / ,9 l A N D S C A P E
'ry - - SUPPLY LINE LIE Avr DUTY WEATHER - RESIStAN' FILLED LOCATED OUTSIDE OF _---
-� P"010 E.E"'R1^ SIl FOR SECURITY ) F BOX INSTALLATION/LOCATION ICI�u!.I!^�f �C� � ARCHITECTURE
,_ CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. C~O O� \ SITE PLANNING
��_ PLANS - lJ� En
PRESSURE SUPPLY UNE
SLEEVE - SIZE TWICE
-- - DIAIJE'ER OF PRESSURE ELECTRIC METER PER SCE -J = > 10630Toin"'�"`�0r TENTATIVE TRACT NO. 15732
- SSURE SUICE `��
-- SUPPLY LINE PEP P-SE CONTROLLER MODEL NO L I '`` PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
TV[J
PEP PANS 1 �_
RE SER � CDNTRQ'.'-ER � i R8nGI10 Cucamonga
30
NON-PRESSURE LATERAL 'NS'A„A'IDN S'J I J CA 917
e J e
LINE SLEE,'E - S,ZE TWICE SE:'JR-� LIGE-- �sosryay��a-�ps�oro�p�y� (ETIWANDA AVENUE TO SWANSON PLACE)
'IMER REOUIRED PER L_ J \ •/ ����/ Fax .7U.7 464-2O1)C
DIAV,'ER OF NON-PRESSURE -
NO'ES PANS r- FINISH
ALE SLEEVES TO BE SCH 40 PVC. LATERAL SINE GRADE D' GROUND RDD \9lF df CA1\E�� / `A Lc 028 ° IRRIGATION DETAILS
2 EX'ENL: A'lL SLEEVES 12” BEYOND EDGE OF HARDSCAPING AT BOTH ENDS T CA Lc /2834
2' sc� .D cONoul L��-y. I I! I I I �-�/ AZ Lc 129115
3 ROU?E SLEEVING AROUND HANDICAP RAMPS AOR SECURITY LIGHT Mi' 27, NV Lc 1446 /
WIRING 120 VOLT WIRE IN RIGID - --- - !/jTa
a P'PING UNDER PAVEMENT SUSCEPTIBLE ?C TRAFFIC LOADS REFER TO CITY STEEL CONDUIT (PER
S'_^ NO '20 (24" MIN TO 36" MAX DEPTH TO TOP OF PIPE BE_OVJ ..ti I .: = LOCAL CODE) `� ~ - - - - L.- L*4 /
sop
S7R„�'LJRA, SECTION) 14 �71i11 F1' -lil
I
_ - I L
1.--1 NII 111 -..- -_. -- ---
r
I T l' � N T Nr E � �,�' �, (` RCE ND . 24953
'}`c' ` `'N ARCHITERRA D LGN GROUP R F C O M M E N D E D
RWK LANDSCAPE ARCHITECTURESITE - -
`' �'+• --—- 10630 TOWN CENTER DR. -�NG
!-�'_ L
SLEEVING AUTOMATIC CONTROLLER
s, T � DS
I RANCHO CUCAMONGA, CA 91730
- J - I (909)484-2800 L-7 O F 12
SCALE: N.T.S. R.C. STD #533 SCALE: N.T.S. R.C. STD #522 SCALE: SCALE: � = RLA No 2834 D; jµw i NCS N0 .
CITY ! DATE 9/9/96 FILE N o 1577-L
AN - _ KN• G'v.. _l _ - `. I ... Jim i.. :4 I J -A[)' - IC T �'N, , ic't-- I ' 41'- ]
SHEET OF
---1 ?; 1 ANit AI 1141 t.4tN 11401 I I It WI I II AN I I INN RADIO ANTENNA (ANT-1)
/ r INSTALLATION
= /--- - 3- IN ?UN- arDS
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- MachYTe Screw MOUNTING TEMP
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LATE FOR RADIO ANTENNA
m ! �I "� ANT
V2 -1 INSTALLATION
2^ 11 T (.rrvi 1. li r �•�► �---� n '.1>J'r rr ncl.Jf
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A_ A IPP A-ICr• Mte'lno
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-
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3.5' "a Scrw 1-7/16 I . 2 119/32" \
Mlnlmum I Into Anremo Hex Nut
LJ
I \
ENCLOSURE MOUNT
_ ^ 9RASS ANGLE VALVE WITH UNION SAME SI,'`- AS RCV �. I
W"' STRAINER WITH INTEGRAL BAS'_ FLJSH VANE AND DOWN -!{-)
REAM PPESSJRE GAUGE (ORIEN' GAUGE SUC!a r1A' ITS REAGAB'_E) CodXlai COb12(4H�
NOTES I/
o. SFG P;AN S.ZE✓ SNpoed W/
a%o�O_-- ------- P- -,�E CONTROL VALVE - RAIN BIRD SER!ES - P'_AN SIZED 1 INS"ALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCAL
- - 4 Sc- BC C,CS-E NI??LE - SAM: S'ZE AS RCV CODES LCCAT-CN TO BE APPROVED IN FIE..D BY THE C'I-v INSPFCTOR Model
` F F XED F S REGU.ATCR - NE S ZE: PRIOR TO CONS RUCTION ETI
ETl-DTR2 1 5/16'did '
�- /a' AAS E RJS ED SOc^c4G cPVC S V S X T iEE 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN Mounting
_�A'F BAS_ FR-�_ R� C NI LINE
�/ 9
^' B" aVC NIPPLE -- SAME S�Z` AS RCV SEQUENCE OF REMO-E CONTROL VALVES -DTR2 -
` �1,
- Screw /.
SC- 40 PVC F�i.LNG \ Hales(4)
'�' 3 RUN ONE EXTRA WIPE !COLOR ORANGE! TO FAR-HES' RCV ON EACH _
P'-AS-!C VALVE BCX AND LOCKING COVER ETCHED "IR4IGAT'�CN BRANCH OF THE MAWUNE FOR FUTURE USE PIGTA''; EA7- ORAN S:
CONTROL VALVE•• (CARS- CR E^.UAL) WIRE AT 1rrF ENC.CSURE
SCLENCID WIRES PIG-7A,L EACH 36" LONG CALSENSE
N---S �> » Jv'Ac. c^ ^RAS�EO AGGRE:A-E 4 OMb10N WIRE TC BE WHITE AND CON'RCL WIRE TO BE REO IN CCLOR
:S-A,'_ C%-RCL VALVES A MIN Cr '2" "R^V c-q�C c:c CO NA4^c^_-=!%-
2 .tiS =__ vA_;ES N '-A%- _SS W--R` -��,-X S,O'i t- NC'ES ' NO SPLICES SHALL BE MADE BETWEEN CONT ROI',ER ANC REVUE
' AO vA OX A- RG ANG_- - -c - c Ap'` p:\:
INS 7A' CONTROL VkVES A MINIMUM 12 FROM S-R_'C"JRES OR -ARCS, CCN-ROL VANES
4 _-.�= AGGRE OA-E aP'C^ ., 'vS-A4y0\ ., Yf= t ^.c-A�_ VA,V« IN P',AN" ?:_GS K"^:R['•l;.R PCSS,B'.E NE X- .. S:CEJ'!A�•(;
_ _ _ _ 6 AN' . ANTENNA PORT TO BE CONNECTED 10 DIG 'A, TRUNK. RAD�C
.,E V�F,CAT",N TAG ,4.-.. A: ...-- _R A• i G' - A- rc rR Rrc, D:, -
-,. .. _ _ VA,' - BCx R!G- ANG." S R:;C UR_. `.A �';A r,C (CTR2) AND BE CPFRABLE HE C;- YARDS CFNTRA. CMP. _
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PRESSURE REGULATOR VALVE REMOTE CONTROL VALVE (DRIP) CONTR. ASSEMBLY INSTALLATION RADIO ANTENNA INSTALLATION MOUNTING TEMPLATE
SCALE: SCALE: N.T.S. R.C. D 521
T
N.T.S. R.C. STD #519 C S #
SCALE: N.T.S. R.C. STD #524 SCALE: N.T.S. SCALE: N.T.S.
RAIN BIRD 33 DNP WITH PURPI E w
RUBE
BR CAP - SUPP'_- CNE K � CALS�.NSE RENDITION OF TYPICAL ET1
P - c,s N N, s; ' S-RUC-URE OR CONTROLLER INSTALLATION
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FINISH GRADE - INSTAL'. IN
PLANTER BEO ONL
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Adak
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SCH 4C BRASS 9C' ELL
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SCH 40 BRASS N!PC>LE - SCREW C AMF /
-7I 24" LONG MINiM'JM (3) PLACES
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I �� (24'
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UNE -T-,.NG MASTER FLOW PRESSURE BACKFLOW WATER
PRESSURE SL'PP l LINE VALVE METER REDUCING PREVENTER METER
VALVE
I
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QUICK COUPLING VALVE (SHRUB AREAS) CONTROLLER INSTALLATION -
I
SCALE: N.T.S. R.C. D #535 SCALE: N.T.S. Oil SCALE:
SCALE: SCALE:
i
it IiI iPTI0N of REVISION
`� r I
_ DATE APPROVE
LANDSCAPE CITY of RANCHO CUCAMONGA
�Ph�S�.apF
ARCHITECTURE
SITE PLANNING
SOW 121 Town Center dr. TENTATIVE TRACT NO. 15732
Rancho Cucamonga PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
f CA 91730
(909)484-2800 (ETIWANDA AVENUE TO SWANSON PLACE)
Fax(909)484-2902
qlF �c•28Kr 34 IRRIGATION DETAILS
OF ChOi AZ Lc :29115
NV Lc 0446 _
UATElo / �,(,
� I TY ENGINEER GGA RCE No .. 24953
DESIGN RECO MENDED
�K ARCHITFRRA DE GN GROUP
LANDSCAPE ARCHITECTURE 1'w
SITE PLANNING
NN 1063 C
0 TOWN CENTER DR. S HL` I
S D S RANCHO UC MO 484-2300
G(A,, CA 91730 -7A O F n
SCALE: SCALE: SCALE: SCALE:
RLA No 2834 ���;w ; N C-) N
Y CITY DATt 9/9/96 FILE No 1577 -_
PLANTING NOTES
1. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND CITY OF SITE
CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS.
a: 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION
0 EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
SPECIFICATIONS.
XER. REF. I.3 Y- Z - -� 3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.
3
(
4. IRRIGATION SYSTEM SHALL BE INSTALLED S LLED PRIOR TO PLANT MATERIALS.
5. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT
w ww ww w► ww111glill 1111. �►�. w 5-(D j-2 BEFORE IRRIGATION COVERAGE TEST HAS BEEN APPROVED. (SEE SPECIFICATIONS)
Ir Vol, Vftft
� S �: w •-- , -�- �l �� . � 6. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.
-y� Ink
7. LANDSCAPE CONTRACTOR SHALL TAKE FOUR (4) SOIL SAMPLES FROM THE SITE AT
LOCATIONS APPROVED BY LANDSCAPE ARCHITECT AND CITY. THE SAMPLES SHALL
LIMIT OF WORK LINE '
BE TAKEN AT A DEPTH OF 12"AFTER ROUGH GRADING AND SUBMITTED TO AN
S ' l '.' j < ' . }.:� / / , I/'__ a� w _ w��► ww w�► / APPROVED SOIL AND PLANT LABORATORY FOR AN AGRONOMIC SUITABILITY/
ow
FERTILITY SOILS REPORT. THE COST OF TESTING SHALL BE INCLUDED IN THE
CONTRACTOR'S BID AND NO COST TO THE CITY.
2 '
8. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL
� � 1 i � �, ��( ;, PREPARATION AND BACKFILL MIX SPECIFICATIONS ( SEE SPECIFICATIONS). THE
W ' CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE LANDSCAPE
ARCHITECT AND CITY PRIOR TO MODIFICATION OF THESE SPECIFICATIONS.
V) EXIS NG
PEPPER TREE
EXISTING
W • PEPPER EXTITREE PEPPER TREE PEPPER TREE ' 9. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL TREE AND
z , -�_ I i ,BHRUB AREA$ PER SPECIFICATIONS, UNLESS OTHERWISE INDICATED ON PLANS.
_J BLEND INTO EDGES AT GROUNDCOVER AREAS.
�' 4
r ! ETIWANDA `� AVENUE i 10. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY
U F_ www DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT
{_IMIT OF WORK LINE RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR.
REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,
UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT AND CITY.
11. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL HEADBOARD
OR SHOVEL CUT AS INDICATED ON DRAWINGS AND DETAILS.
12. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED
XERISCAPE ASSESSMENT SYSTEM SUMMARY PLANT LEGEND BY THE OWNER'S REPRESENTATIVE AND CITY.
GRAPHIC SYMBOL 13. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND
POINTS REFERENCE CALL-OUT CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACINGCOMMENTS QUANTITY UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY
I LANDSCAPE (Point Value) CLAIMED (Sheet#/Ref,#) TREES FOR THE REPAIR/REPLACEMENT AT NO COST TO THE CITY, ANY DAMAGE OF SAID
1. Water conserving plants. (20) 20 L-8/1.1 •T-1 Eucalyptus Camaldulensis Red Gum 5 gallon Per Plan Standards 6 UNDERGROUND FACILITIES.
(30' 0.C.) 14. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL
2. Turf limited to 25% (45% residential). (20) 20 L-911.2 T-2 Liquidambar styraciflua American Sweet Gum 15 gallon Per Plan Standards 14 PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL
3. Plants grouped by watering need. (10) 10 L-8/1.3 'Festival' (250.C.) REQUIREMENTS.
T-3 Magnolia grandtflora Southern Magnolia 15 gallon Per Plan Standards 28 15. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL
4. Hardscape (non-irrigated)surfaces. (10) 10 L-9/1.4 'Samuel Sommers' (30' O.C.) QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE
• T-4 Pinus canariensis Canary Island Pine 15 gallon Per Plan Standards 19 INDICATED PLANT SPACING REQUIRED.
5. Permeable paving. (5) 0 XER. REF. I.1 (25' 0.C.)
• T-5 Washingtonia robusta Mexican Fan Palm Relocated Per Plan Palms are existing on-site 1 16. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CfTY AND
6. Low water turf varieties. (5) S L-8/1.6 LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT
T-6 Quercus coccinea Scarlet Oak Per Plan Per Plan Standards 6
MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY7. Mulch provided in non-ground cover areas. (S) 5 L-8/L7
PRIOR TO EXCAVATION.
8. Soiln m -
ame d ents. (5) S L I2/I.8 SHRUBS
17. EXISTING TREES ON SITE
(aimed
• 5 65 A. THE FOUR EXISTING CALIFORNIA PEPPER TREES ALONG THE ETIWANDA
Total Points -1 Dietes vegeta Fortnight Lily 5 gallon 36" o.c. AVENUE FRONTAGE SHALL BE PRESERVED IN-PLACE AND•PROTECTED IN
7 - . .
C . . • S
ACCORDANCE WITH THE REQUIREMENTS OF THE TREE PRESERVATION ORDINANCE
•� S-2 Hemerocallis hybrids Dwarf Evergreen Da i 1 gallon 24" o.c. Yellow Flower 316 9 Yf IY 9 MUNICIPAL CODE SECTION 19.08.100 AND THE RECOMMENDATIONS OF THE
(Minimum Points Required:) (60) Stella D' Oro ARBORIST REPORT, DATED MARCH 8,1996, AND PREPARED BY DAVE MATIAS,
• S-3 Nandina domestica 'Nana' Dwarf Heavenly Bamboo 1 gallon 24" o.c. 401 INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING-
OS-4
OLLOWING:
f•f•t•1•t•:
tir•ftirti fti fti f • S-4 Phorrnium tenax'Rubrum Dwarf' Dwarf New Zealand Flax 5 gallon 36" o.c. 154
ti•�•ti•ti•ti•ti• 9 1 NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN FEET F
) 6 O THE
TREE TRUNKS, EXCEPT STREET IMPROVEMENTS.
• S-5 ' Potentilla fruticosa 'Primrose Beauty' N.C. N. 5 gallon 36" o.c. 155 2) NO SOIL GRADE CHANGES SHALL OCCUR THAT WOULD EITHER EXPOSE OR
BURY ANY OF THE TREES' ROOTS.
• S-6 Rhaphiolepis indica 'Ballerina' Indian Hawthorne 5 gallon 36" o.c. 539 3) NO IRRIGATION OR PLANTING OF LANDSCAPE MATERIALS SHALL OCCUR
CONSTRUCTION NOTES FOR STREET TREES (% WITHIN 6 FEET OF THE TREE TRUNKS. FURTHERMORE, THE IRRIGATION
•S-7 Trachelospermum jasminoides Star Jasmine LINERS 24" o.c. 2358 SYSTEM SHALL BE DESIGNED TO AVOID ANY SPRAY-OVER OR OVER-FLOW
2 1/4" pots OF WATER NEAR THE TREES.
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD ' SHRUBS AVAILABLE FROM ALTA NURSERY, (909) 654-8210. 4) TREES SHALL BE ENCLOSED WITH CHAIN LINK FENCE PRIOR TO THE
PLANS ISSUANCE OF ANY GRADING OR BUILDING PERMITS, AND PRIOR TO
COMMENCEMENT OF WORK. FENCES SHALL REMAIN IN PLACE DURING ALL
2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STAGES OF CONSTRUCTION AND MAY NOT BE REMOVED WITHOUT WRITTEN
STANDARD PLANS, AS PROXIMITY TO HARDSCAPE DICTATES. VINES
CONSENT OF THE CITY PLANNER.
3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS V-1 Distictus buccinatoria Blood Red Trumpet Vine 5 ga!lon Per Plan 21 B. THE SITE CONTAINS SIX PALM TREES WHICH SHALL EITHER BE PRESERVED IN-
REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL PLACE OR RELOCATED ON-SITE. WHETHER OR NOT THE TREES ARE RELOCATED,
TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL V-2 Parthenocissus tricuspidata Boston Ivy 5 gallon Per Plan 30 THE SOIL DEPTH AROUND THE TREES SHALL NOT VARY FROM THE ORIGINAL LEVEL.
AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. SEE SHEET L-10 FOR PALM TREE SPECIFICATIONS.
4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE XER. REF. I.6
NOTE:
ENGINEERING DIVISION.
GROUND COVERS Shrub planting areas to receive a 4"layer of wood chip mulch top dressing,5. STREET TREES ARE T BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. GC-3 Marathon III Fescue Dwarf Tall Fescue Sod -
O as supplied by Blue Ribbon Nurseries, Orange, CA (714) 633-3666.
6. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS XER. REF. I.7
CLOSER THAN THREE (3) FEET TO THE FACE OF CURB, UNLESS OTHERWISE
NOTED. NOTE:
Tree and shrub planting areas to receive a 4"layer of wood chip mulch top dressing as supplied by Blue Ribbon Nurseries,
Orange, California. Phone number (714) 633-3666.
I
II
SITE REFERENCE MAP
R DESCRIPTION of REVISION
DATE APPROVED
- �oscap
F
F .,\ LANDSCAPE CITY of RANCHOCUCAMONGA
K N P
�4� c ARCHITECTURE
� z
SITE PLANNING
w
J � � 10630 Town(;enter far.
' CRAIG DR $Ulte 121
TENTATIVE TRACT NO. 15732
RA,91730rjn,«,ge PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
X11484-ffoo (ETIWANDA AVENUE TO SWANSON PLACE)
a
Fax(908)4842802
Z °-r c, G 82834PLANTING PLAN
Aj �I10,
Az Lc 14„sDIUj� NV Lc /4d6
� a ;W APPROVED Y . A
I
i
DIAL TOLL FREE N.T.S. J TILDEN DR i SYMBOL LEGEND CITY ENGINEERjoV RCE No . 24953
TREES sHRues PLAN CROSS REFERENCES DESIGN ARCHITERRADEIs1GNGROUP RECOMMENDED
1-800- 277-2600 IZI FOR NOTES AND LEGENDS, SEE SHEET L-8 RWK
LANDSCAPE ARCHITECTURE
`•
AT LEAST TWO DAYS / Q `• '- CALL-OUT CALL-OUT SITE PLANNING
FOR DETAILS, SEE SHEET L- 10 DRAWN 10630 TOWN CENTER DR SHEET
BEFORE YOU DIG SYMBOL SYMBOL RANCHO CUCA GA, CA 91730
9ASEUN*ROAD f FOR SPECIFICATIONS SEE SHEET L- 12 BDS (WO) 42800 L-8 OF 12
U►+oIFr+c;AocMs>mv>c> ALERT t>FSOUTHERN cA1>Fa+r,tA �--- SIZE QUANTITY QUANTITY FOR CORR ES PONDI NG CONSTRUCTION PLAN SEE SHEET L-2 1"=20' CHECKED RLA No 2834 DRAWING NO .
(gal. / box) FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5 CITY DATE 9/9/96 FILE No 1577-L
■P» PLAN BLANK FOR LANDSCAPE - 5 (0, 3121PF. 1140 143 13-Apr-96 03. 37 PN / 1?6- 11*0-1
SHFFT OF
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LIMIT OF WORK LINE ■
1) The four existing California Pepper trees along the Etiwanda Avenue
frontage shall be preserved in-place abd protected in accordance with -
the requirements of the Tree Preservation Ordinance(Municipal Code .
Section 19.08.100) and the recommendations of the Arborist Report,
dated March 8, 1996, and prepared by Dave Matias, including, but not PLANT LE
limited to,the following: TR_LL SYMBOL
-CA CALL-OUT BOTANIC NAME �MQN_UkME SIM SPS GQMMENU QUANTITY
EES
a) No construction activity shall take place within 6 feet of the tree
•T-1 Eucalyptus Camatdutensls Red Gum 5 patlon Per Plan Standards 6
trunks, except street improvements. (15 anon
T-2 Liquidarrrbar styraciflua American Sweet Gum 15 gallon Per Plan Standards 14
Testivar (25'O.C.)
b) No soil grade changes shall occur that would either expose or T-3 Magnolia grandiltoro Southern Magnolia, 15 gallon Per Plan Standards 26
bury any of the trees' roots. •Samuel Sommers' (3C'O.C.)
•T-4 Pinus canariensis Canary Island Pine 15 gallon Per Plan Standards 16
c) No irrigation or planting of landscape materials shall occur within x�R.REF.I.I �2s o.c.)
•T-5 Washingtonia robusta Mexican Fan Palm elocaled Per Plan Palms are existing on-site 1
6 feet of the tree trunks. Furthermore, the irrigation system shall T� Quercus coccinea Scarlet oak Per Plan Per Plan Standards 6
be designed to avoid any spray-over or over-flow of water near
SHRUBS
the trees.
d) Trees shall be enclosed with chain link fence prior to the issuance � •s-1 Dieles vegeta Fortnight Uy 5 gallon 36'O.C. 65
of any grading or building permits, and prior to commencement of F
OS-2 S-2 Hememcalfis hybrids Dwarf Evergreen DayFly 1 gallon 24•o.c. Yellow Flower 316
work. Fences shall remain in place during all stages of construction ;, •Stella D Oro'
and may not be removed without written consent of the City Planner. �'-'� •s-3 Nandlna domestics Nana' Dwarf Heavenly Bamboo ,gallon 24•o.c. 401
>
„`}r`.�.ti GS-4 Phormium tenax'Rubrum Dwarf Dwarf New Zealand Flax 5 gallon 3G o.c. 154
2) The site contains six Palm Trees which shall either be preserved in-place I •S-5 •Polentilla fruticosa 'Pdmrosa Beauty N.C.N. 5 gallon 36'O.C. 155
or relocated on-site. Whether or not the trees are relocated,the soil depth
around the trees shall not vary from the original level. See Sheet L-10 for palm •s•6 Rr,aphlolepis indica Ballerina' Indian Hawthorne s gallon 36'O.C. 539
�� *S-7 Trachelospermum jasminoides Star Jasmine LINERS 24'o.c. 235a
tree specifications. 2 v4°Pots
'SHRUBS AVAILABLE FROM ALTA NURSERY,(909)654.6210.
T G 5- 7 VINES
` l�T Z %j V-1 'Distictus buccinaloria Blood Red Trumpet Vine 5 ga!bn Per Plan 21
V•2 Parthenocissus tricuspidate Boston h'Y 5 gallon Per Plan 30
._j -�-�� �. v I T (o s y- MA H LINE SEE SHT• L- 8
c� 3 IJ \ \
N 1�1�1■1■1■1■1�1 1■1t1�1■1 GROUND COVERS XGR.REF.LG
Q —� ':,y «• 1\// t t GC-3 Marathon III Fescue Dwarf Tall Fescue Sod
r 7 11 1 XGR.RGI'.1.7
O =�t: 3 I 2'''t• \ NOTE
■ '•'«;_'_�• Tree and shrub planting areas to receive a 4'layer of wood chip mulch top dressing as supplied by Blue Ribbon Nurseries,
•t..S —� r \ _ Uj Orange,Calilornia. Phone number(714)633 3666.
�:••:i•: �•: - .. -..- s.-.axe - •�.—e4T"-. - �'.�:�•��y�• N � �,r �
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2 S-4 � I
W I I DESCRIPTION o f REVISION * DATE IAPPPOVEP
W � � T�, BASELINE ROAD - - _ � -��,� �:,• -
_ ■ Pj1DS APE LANDSCAPE CITY of RANCHO CUCAMONGA
J �� 4,� ARCHITECTURE
SITE PLANNING
0 70!7c� - rn r\I 10630 Town Culler Dr
t f'�vlti� �a y Suite 121 TENTATIVE TRACT NO. 15732
S R�and911o7arnonga PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
(so9) a15a29oo 30
(ETIWANDA AVENUE TO SWANSON PLACE)
Fax (909)4154-2902
s- r, s �`� PLANTING PLAN
J-3 � �qtF of p �� •2934
\ , ► -1 t' r \_ C� AZLc 12911;
NV Lx ,446
fA� J A V Y . A E
DIl ,�
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CITY ENG I N E E R `dIi RCE No . 24953
LIMIT OF WORK LINE
PLAN CROSS REFERENCES DESIGN RECOMMENDED
DIAL TOLL FREE ARCHITERRA DE N GROUP
FOR NOTES AND LEGENDS, SEE SHEET L- 8 RWK LANDSCAPE ARCHITECTURE g-�-��
1-800-277-2600 FOR DETAILS, SEE SHEET L- 10 O SITEPLANNINGNNI E
DRAWN A W N 106.30 TOWN CENTER DR SHEET
AT LEAST TWO DAYS FOR SPECIFICATIONS SEE SHEET L-12 Z BQS RANCHO(�484 800OCA91730 L-9 OF
12
BEFORE YOU DIG
FOR CORRESPONDINGCONSTRUCTIONPLAll SEE SHEET L- 3 1"=20' HECKED HECKRLA No 2834 DPAWIN N
u11RcouNosrRVtcEA�EaroFso�m+ERNCAL�FORt�►A FOR CORRESPONDING- IRRIGATION PLAN SEE SHEET L- 6 CITY DATE 9/9/96 FILE No 1571,1117111F7-L
•�• PLAN BLANIc F uH LANCSCAPE - 5 t0. j1,21 Pc 1140 14 j 13- Apr-yb 03 JI PM / Ieb- 1 146- I
0,11-11Z FT (lF -
NOTES:
IREMO^1/ 2 STAKE E NURSE P STAKES Y l� 2 STAKE70 BE PLUMB AND (C
PARA-LEL.
3. STAKE TREE PERPENDICULAR STORM DRAIN/UNDERGROUND
TO PREVAILING WIND '' UTILITIES? OCR
' N I /
MIN I I
I ) W E
ONE HALF OF SPACING _ OF COMPACTED WOOD CHIP
i
LIMIT OF PLANTER AREA REQUIREMENT a
S p�A MULCH W SIDEWALK UTILITY
TOP ITE TO BE PLACED AS Q r HARDSCAPING (CONCRETE HEADER. ? I POLE
CURB & GUTTER, SIDEWALK, ETC o
TIGHTLY COMPACTED BERM 10 FORM FINISH GRADE
LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN / _y
ri V I / METER
TRUNK TO ALLOW FOR WIND TOP Of STAKES BELOW
FLEXING OF THE TREE BUT WOOD CHIP MULCH.
NOT SO LOW AS TO LOSE HEAD OF TREE WHERE IOP Of ROpiBAIL TO `�
$UPPOR` OR ALLOW '^ SPECIES GROWTH HABIT PERMITS EXTEND 2- ABOVE + ,
THE HEA TD DROP -7Tg MAIN TRUNK FINISH GRADE 12" CURB AND GUTTER- * �D MSN �\\ wl
- (2) SETS OF CINCH TIES SPACED 24-
A
4-
APART, ATTACH WITH GALVANIZED
SCREWS TO B' LODGE POLES
Iz VAX! 2 DIA. LODGE POLE PINE STAKES 1Z _ I yxxy�xy �� K Y N
WITH WOOD PRESERVAT POSITION
S'AINN I II- - Ov n1 � - R _ _ - _ SIDEWALK C' Z
Y
DRIVE A MINIMUM OF fi INTO - - - !
-� I J� :Z - -- z
UNDISTURBED. SOL AND OS O - - - - -- '(
STAKES OU1SIDE ROOT BALL. - I- - �- ��" -_ _- -'T -- �- i- -1 -- - FH DRIVE S.L,
ARBOR GUARD XV TURF AREAS AND I III=I - -''- -- -- �'•- I APPROACH J
.- ROOT BALL I- I ;. I EOU_A '1 -----. -.- - .. - -__ _--- - ---- -- Q
FRONT FAROS - _- III-I I-II PLANT
O T THE R002)BAMES THE `SHOVEL CUT EDGE COMPACTED
ySOD I- -- ~ -'' -- L__
- , - - --70P OF ROOTFIALL TO EXTEND YABOVE FINISH GRADE. I - _ I- TO BE ( CURB ANL GLT�yER-'
TIGHTLY COMPACTED 3- BERM TO FORM -I I -I - I -- -I I_ III 5I� I IN^i" 0'
WATERING BASIN FOR RE SIDENIIAL AND I I -III=-1 I I-III III-III-III-1 III-_ MIN I- * IN I MIN.
GROUND COVER INSTALLATIONS LOCATE =1 _ III - �I IIII
UNDERGROUND
-II - --I -. 1- - I
OUTSIDE OF PLANT PIT BERMS W TURF STRUCTURE eq.
AREAS TO BE REMOVED PRIOR TO CITY I I I i--!I I-III-III--III-I I F - CATCH BASIN
ACCEPTANCE. _!I!-i I-I I__I I-III-III- !-1 I I-1 NOTE: TRANSFORMER VAULT.
=_ 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
-III- -1 11-
NATIVE BACKFILL WITH NO SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NOTES NOTES:
ROCKS GREATER THAN S PLANS SEE LEGEND FOR SPACING REQUIREMENTS.
DIAMETER
1 PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER
2 WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SUBM T A SAMPLE TO THE INSPECTOR FOR APPROVAL-
\//\\/�\��\/i
UNDISTURBED NATIVE SOaSIMILAR UMITA'IONS, ALL SHRUBS AND GROUND COVER 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT
SHALL BE PANTED AT ONE-HALF THE DESIGNATED SPACING 2 MU':CN UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND CRITERIA AS APPROVED BY TRAFFIC ENGINEER.
FROM SUCH LIMITS SEE LEGEND FOR SPACING REQUIREMENTS. IN, EDGES AT GROUND COVER AREAS 3. AT ALL LOCAL RESIDENTIAL LOCAL RESIDENTIAL INTERSECTIONS PLACE lsl
BALL / \..
\,f'II--' NATIVE BACKFILL WITH NO NOTES- 3 M015?EN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR.
ROCKS GREATER THAN S DIA. t. UNTANGLE MA7tED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS
QUI RIALS T SHALL GOVERN
THE FINAL INDICATED QUANTITIES
I= OF ROC BALL DO NOT CRACK ROOT BALL 0 4 PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT 4 MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND
LEGEND ARE ESTIMATES ONLY. FACILITIES IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY
OWNED WATER do SEWER LATERAL LINES.
NATIVE SOIL UNDISTURBED 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.
6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
TWICE R00' BALL wIDtH _ ENGINEERING DIVISION.
7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY
STANDARD PLANS.
TREE PLANTING SHRUB PLANTING SHRUB SPACING MULCH TREE REPLACEMENT
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
f I
Palm Tree S e C I f I Ca}L I O 1�1 1 S H. Palm planting shall be in accordance with planting detail on construction documents.
212-1 Landscape Materials: 308-4.5 Tree and Shrub Planting:
I. Palm planting shall be executed in a manner which protects all adjacent hardscape. Damage to hard
212-1.6.� Palm Tags scape incurred as a result of palm planting operations shall be replaced by Contractor at no cost to City.
The following subsection shall be added to the Standard Specifications for Public Works Con- Contractor shall review intended method of protecting concrete during planting operation with City prior to
The following subsection 212-1.6 Shall be added to the standard specifications for Public Works Construction (1994 ed.) A. Palm tags shall be approved b Ci Arborist. 9 commencing any work.
9 PP Y City struction 1994 ed.) with the following
with the following: .
(
9
212-1.6 Palm Trees
B. Contractor shall tag and record the following data for each palm: 308-4.5.1 ' Palm Planting ,308-4.5.1.3 Cleanup
1. Palm number 308-4.5.1.1 Palm Tree Source and Preparation for Planting. Where shown on the plans, existing palm Following planting work, all remaining excavating shall be backfilled and compacted in accordance with the
i n debris from he
Quality Assurance requirements of the Cit Burying of debris in holes will not be permitted. All excess soil and deb s o t
212-1.6.1 qua y
trees are to be relocated using the materials and methods shown herein with the source being defined as q y ry 9
Quality Control: 2. Source (street address if necessary). the existing location of these palm trees. Should the Engineer, Palm Tree Expert or City Arborist deter- relocation work shall be disposed of off the site by the Contractor. This site shall be left neat and clean to the
A. Source satisfaction of the City.
mine that replacement palm trees are required due to disease, improper or incomplete transplanting or Y
Submit documentation to cit within 15 days after determination that existing relocated palm trees 3. Photograph (Polaroid acceptable)... maintenance methods, a suitable source for palm trees shall be determined using the materials and 308-4.5.1.4 Maintenance
I 1. Sub d y y 9
did not survive the relocation and that suitable replacement palm trees are available. Contractor method shown herein. ti
A. Contractor shall be responsible for the maintenance and guarantee of all relocated palms to the satisfac-
4. Brown trunk height base of tree at existing finish rade to base ofpineapple). -
is responsible for all palm tree materials. 9 ( 9 9
A. Obtain source of palms for inspection and approval by'Palm Tree Expert'. Contractor to submit tion of the City.
to unavailability must be requested in writing prior to confirmation of ordering. All 5. Trunk diameter at 12 inches above existing grade. qualifications of proposed Palm Tree Expert to city for review and approval. Contractor shall
Substitute due y q 9 P 9 1. Maintenance will include spraying to control or prevent disease and weekly water management to
submit hour) rates of Palm Tree Expert, ass specified herein to be paid by Contractor. Palm Tree
materials are subject to inspection by the City Arborist at any time after confirmation of ordering. s Y p p
acquisition, removal ort storage, plant
include soil probing and observation of soil moisture as well as palm tree pruning.
6. Trunk diameter at proposed final grade. Expert shall be involved in all stages of palm tree ac q trans p g , p
n the tans
ing, and maintenance. If any discrepancies occur between the Palm Tree Expert and p
2. Plants are subject to observation and approval of City Arborist at place of growth. 9 2. Pruning shall be accomplished with extension ladders or boom trunk. Climbing spikes shall not
19 P 9
iattention of the En Engineer and resolved in
. 7. Trunk diameter at 48 inches above proposed final grade. ands specifications, it shall be brought to the immediate g
P
of further work. be used.
21216 Guarantee an acceptable manner prior to the commencement
- .2
8. Palm Tree Expert's written and signed inspection as to palm tree's health and disease free
3. Pruning shall be done with reciprocals saws (chain saws will not a allowed).
.
A. Newly Planted or relocated palm trees shall be guaranteed against any and all poor, inadequate, or condition. B. Submit documentation and permits (if required) that the source of palm trees is approved. Obtain
alms from an approved source and replace or repair damage from palm tree removal.
inferior workmanship for one year following planting and acceptance b Cit P pp w blades shall be sterilized prior to pruningeach tree with 50% household bleach and 50%
e P Y Y 4. Sa b a
P Y 9P 9
9. Lineal Inches of trunk intended to be buried at project installation.
min
,,, water for five utas
for planting shall be grown under climatic conditions similar to th•.se in locality of
n trees found dead or not in a satisfactory growth condition shall be
C. Palms collectedp g g
guarantee period, a t
B. Duren the ua p y ry
9 9
v the site b Contractor. C. Prior to transportation, submit to the City documentation and required permits regarding replacement project. ill n to maintain a neat appearance as approved b the City.
removed b 5. Pruning w be done Y Y 9 PP PP Y Y
palm procurement, removal, and transport. Contractor is responsible for any associated cost including
C. These relocated trees and disturbed improvements shall be replaced with the same variety and size as cost of permits and replacement or repair of materials damaged from palm tree removal. D. Palms shall be inspected by the 'Palm Tree Expert'to include health, tying and palm removal.
existing palm trees. Palms and all disturbed areas shall be guaranteed for one year from time of planting Any palms rendered unsuitable for planting because of this inspection shall not be used. 6. Proposed pruning schedule shall be submitted to the City for approval.
h satisfaction of the City. D. Schedule delivery dates with City. Reinspection of suitable palms will be at the Contractor's expense. fronds should be cut 45-60 days after planting during the hot months and after 90
and replanting to a sa B. The strings tying the o ds s o
P 9 Y 9 Y 9 Y P 9 9
I'I 212-1.6.3 Inspections and Permits 212-1.6.7 Replacement Palm Tree Condition Requirements - E. All palms must be tagged, inspected and approved by the 'Palm Tree Expert'for planting prior to days during the winter months.
shipment and installation. Contact: City -
A. Inspections: Contractor shall contract with 'Palm Tree Expert', Dave Matias (909) 737-6321 or approved A. Replacement palm trees shall be similar in quality, size and appearance to existing palm trees as origi- Inspection Observation Palm Tree Expert ` -FFeepresentative
equal, a minimum of 48 hours two working days) in advance to schedule required inspections. Inspec- nall relocated. F. Defronding and Tying:
q ( 9 Y ) Y
1. Inspection of palm trees
tions are required as follows:
B. Trunk condition shall be free of any scarring or blemishes. Contractor to clean trunk and form pineapple 1. In preparing palm trees for relocation, all dead fronds shall be removed and entire trunk at source X X
1. All palms shall be inspected by'Palm Tree Expert'for disease prior to their preparation for per specifications. skinned clean to the height of the green fronds. Care shall be taken to prevent injury to
and a for inspection. The inspection will take the trunk of the tree. Green fronds below the horizontal position shall be neatly cut off 2. Inspection of defronding,
relocation. Contractor shall contract, schedule, p y p p _
place from ground level with field glasses. If disease is suspected, a man lift shall be provided for C. Brown trunk height shall be the average of the existing tree. leaving a 4" stub. skinning and tying prior to
closer inspection of palm crown. Provide the man lift or other equipment as required, at no removing trees X X
D. Trunk diameter per heights stipulated in the survey shall not vary more than 25 percent. 2. All remaining fronds above horizontal shall be lofted up and tied together around the
additional cost to the City.. P 9 rY
' crown in an upright position. Due caution shall be taken not to bind or injure the crown. 3. Observation of palm tree
2. All palms will be observed by the 'Palm Tree..Expert'for height, girth and overall form in meeting 212-1.6.8 Palm Backfill Soil. Native soil backfill as indicated on planting detail. A lightweight rope or cord not less than 1/4" in diameter shall be used in tying up the locations prior to digging,
design intent. Said observation and approval does not constitute a review of the palm's health, fronds; wire will not be permitted. Defronding and tying work shall be completed prior to planting pits. X X
vigor, and required health- free state, for which the Contractor is solely responsible. 212-1.6.9 Installation digging the rootball. Submit documentation that palms have been reviewed by a licensed
horticulturist and that they are disease free. Contact: City
3. On site inspection of palm tree to be relocated or at the source of replacement palm trees for A. Root Growth Stimulant: Stimulant shall be Iron Roots Concentrate'as manufactured by Roots Inc., or Inspection Observation Palm Tree Expert Representative
conformance to specifications. other as approved. G. Gigging the Rootbatl: --- -- - - _
4. Observation of typical palm
4. On site inspection of equipment to be used in the removal, backfill, and relocation or replacement B. Fertilizer shall not be used at time of planting. At three months, apply 5 lbs. 13-5-8 Palm-Plus Polyon with 1. When digging out the rootball, no excavation shall be done closer than 24"to the trunk at ground planting X X
of the palm trees. micronutrients, by J.R. Simplot Co., per tree, cultivated into the soil. level and the excavation shall extend below the major root system to a minimum depth of 6'. The
bottom of the rootball shall be cut off square and perpendicular to the trunk below the major root 5. Pre-maintenance observation X
5. Inspection and approval of new tree locations prior to and after digging pits. C. The meaning of'brown trunk height' is that distance between finished grade and the top portion of the system. Under no condition-shall the Contractor cut down the size of the rootball in width or
pineapple. depth. Rootball shall be 6' x 6' x 6' cube.
6. Inspection of defronding, skinning, and tying prior to moving of trees. I I
a. Trees shall not be removed from any given field condition without excavating trees at the properly speci- 2. The Contractor shall not freefall, drag, roll, or abuse the tree or put a strain on the crown at any
7. Inspection of palm planting operations in place.
fied root ball size or by any other type of excavation not outlined in this section. time. A protective device shall be used around the trunk of the tree while lifting and relocating so
----_ _-- -- --_ - _
as not to scar or skin the trunk in any way. This device shall consist of either a rubber or leather
8. Inspection for final acceptance and release from maintenance following completion of the E. While excavating root balls, all consideration shall be given in keeping the root mass intact and in a sling made out of timbers sufficiently sized to withstand cable/choker pressure. At no time will - -
maintenance period. relatively moist condition. Burlapping of the root mass is required during transport of hauls greater than trees be balled out and laid on the ground with rootball left exposed to direct sunlight and air. The
60 miles or on any palm procured from a sandy soil condition. It is also understood that shade cloth or rootball shall be kept moist and shaded at all times.
saran cloth, 70% grade or better, shall be wrapped around the crown and fronds of all palm trees for -
212-1.6.4 � Planting Sequence --- - - ------- ----- � � - - •
loads traveling greater than 60 miles. � 3. Palms shall not be stockpiled for replanting. • � ��r �. " CITY O f RANCHO CUCAMONGA
A. Locate and tag palm trees for inspection and approval by'Palm Tree Expert'for disease and design LANDSCAPE
intent. F. Pruning. 35% to 40% of live palm fronds shall be removed during the excavation process from the bottom 308-4.5.1.2 Planting of Palms ARCHITECTURE
up with the use of hand loppers and chain saws. ----- - - - - - -
B. Schedule relocation and/or delivery dates with City. Note: Planting of palm shall not begin until approved A. Excavation for planting shall include the stripping and staking of all acceptable topsoil encountered within SITE PLANNING
by the City Arborist. All remaining fronds above horizontal shall be lifted up and tied together in two locations around the the areas to be excavated for the tree holes. 10630 Town Cenw Dr.
crown in an upright position. Due caution shall be taken not to bind or injure the crown. A lightweight Suite 121 TENTATIVE TRACT NO. 15732
cotton rope or cord, not less than 1/4" diameter, shall be used in tying up the fronds. Wire will not be B. Excess soil generated from the planting holes and not used as backfill or in establishing the finral grades Rancho Cucamonga PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
C. Determine satisfactory relocation of existing palms. 17
930
CA
permitted. Defronding and tying work shall be completed prior to digging the rootball. or watering basins shall be removed from the site. CA 9 4 30 (ETIWANDA AVENUE TO SWANSON PLACE)
D. Provide guarantee statements and final inspection approval. Fox(909)464-2802 -G. Loading of Palms. All trees shall be loaded with hydraulic or conventional cranes. Front loaders, fork C. Protect all areas from excessive compaction when trucking plants or other material to the planting site. Pki K7„i,w„ds
212 1.6.5 Sample and Tests lifts, or tractors shall not load or unload any palm with over eight foot of brown trunk. No chains shall be CA Lc 02834 PLANTING DETAILS/ PALM TREE SPECIFICATIONS
considered in loading or unloading of palm trees. All rigging shall consist of the highest quality wire rope D. Center palm in pit or trench; align with adjacent palm plantings as indicated on plans. All replacement AZ Lc,
115 -
i h o take and analyze samples of materials for conformity to specifications at an Y 9 rigging pineapple P P p (height, N�S9 a
A. City reserves the right t y p y p y with nylon slings. When ri in is to be in contact with the trunk surface or inea le crowns of alms, alms shall be matched specimens het ht, size, trunk diameter, character, etc. and shall be installed at P RPF �r'' " _ � � � � •• �//��
2" x 6" and tree surface. This shall be done under the direct supervision of the City Arborist or his repre- matched planted heights).
reasonable time. � q,Q� _ r T _
sentative. Boards shall be situated between tree and rigging to avoid any possible scars or unsightly ��� v FOF y�� v I T �' N I` 1 N.` F ` T- _ Py r, _24953
B. Provide samples upon request by City Arborist. abrasions. E. Set palm plumb and hold rigidly in position until soil has been tamped and water jetted firmly around ball -- _
or roots. A S� D�c'T _3 N ARCHITERRA D SIGN GROUP r i c IL L ty M NDE Li
RWK LANDSCAPE ARCHITECTURE -L- - -
C. Rejected materials shall be immediately removed from the site at Contractor's expense.
F. All excavated holes shall have vertical sides with roughened surfaces per palm tree pfanthg detail. SITE PLANNING
10630 TOWN CENTER DR.
D. Cost of rejecting materials not meeting specifications shall be paid by Contractor. 1 1� I RANCHO CUCAMONGA, CA 91730
G. Root-growth stimulant shall be applied when the backfilling is completed. Contractor shall submit root- _ BDS (909)484.2800 L-10 OF 12
growth stimulant product information for City review and approval prior to application. `*4 �� _
�' qF ���Fo l .a` ` RLA No 2834 IDij�,w I N�� NO .
CITY DATE 9/9/96 FILE N o 1577-L
AN _AN, �:�. _QN', _ - �.�. � _ _ _. -�1 IEyL�J _T N by.'C,�- „a_I- �
CITY OF RANCHO CUCAMONGA 2. Provide one txrttrolkr chart for ash controller 4. Sustain in lines for not less than six (6)hours. if leaks develop,replace
PLANTING AND IRRIGATION SPECIFICATIONS sequence. 7. All PVC pipe must bear the following markings: M. Control Valve Boxes: 4. Ja settlement occurs and Subsequent ajarc n rrents in Pipe, ontract r shall bads, f�eTe
lawn, planting, or other construction arc necessary, the Contractor shall make all joins and repeat test until entire system is provers watertight.
3. The chart shall site*the area controlled by the automatic controller and dull be the a. Manufacturer's name 1. Use 10"x 10-314"round box for all gate valves Carson industries 0910-12B with required adjustments without cost to the City
maximum size which the controller door will allow. b. Nominal pipe sin g approved eq 5. All hydrostatic tests shall be made only in the presence of the General Contractor std
maximum
SPRINKLER IRRIGATION SPECIFICATIONS minimum size of six(6)inches obs
green bolt-down cover or oved ual Extension sleeve shall be PVC with
C. Schedule or class C. Trenching and Backfill Under Paving the City of Rancho Cucamonga No pipe shall be backfilled until it has been
observed.tested,and approved in writing
4. The chart is iobe s redurxid drswinC of the actnaf installed system However,in the d. Pressure rating in P.S.I.
PART I -GFNFRAl. evet the oonti Iler secluce is not legible when the drawing is reduced,it shall be C. NSF(National Sanitation Foundation)approval 2. Use 9-IR" x 16" x 1 I" rectangular box for all electric control valves Carson I Trenches located under areal where paving,asphaltic concrete,or concrete will be
ncn
enlarged to a size that will be readable whe^reduced. f. Date of extrusion Industries M 1419-12B with green bolt-down cover or approved equal installed,shall be backfilled with sand is laver four(4)inches below the pipe and six & Furnish necessary foto pump and all other test equipment.
1.01 DESCRIPTION (6)inches above the pipe)and compacted in layers to 95..compaction,using manual
5. The chart shall be a black line or blueline czalid print and a different color shall be f. All fittings shall bear the manufacturces name or trademark,material designation, 3. Use 6"diameter x 8-314"deep round plastic valve box for JI quick coupling valves or mechanical tamping devices 7 renches for piping shall be comnacted to equal the 7. When the irrigation system is completed,perform a coverage test in the prtsentx of
used to indicate the area of coverage for each station size,applicable I.P.S. schedule and NSF seal of approval Carson Indu_stnes#608-12 with green flex-lock cover or approved equal compaction of the existing adjacent undisturbed soil and shall be left in a firm the City of Rancho Cucamonga to dete ire if the water coverage for planting areas
A. Scope of Work: Provide JI labor,materials,trntsportation,and services tlaxssany to furnish
unyielding condition All trenches shall be left flush with the adtotning grade The is complete and adequate Furnish all materials and perform all work required to
and Install the Irrigation System as shown on the Drawings and described herein 4. Use 9-1R"x 16"x 1 1"rectangular box for JI electric control valves uwalled within Contractor shall set in place.cap and pressure test all piping under paving prior to the correct any inadeouacies of coverage due to deviations from the Drawings,or where
6. When completed and approved,the chart shall be hermetically sealed between two C. PVC Non-Pressure Lateral Line Piping' o the system has tier willfully installed as indicated on the Drawings when it is
B Standards: All work and materials shall complp with governing codes, safety orders, pieces of plastic,each piece being,a minimum 20 mils on-grade landscaped areas Carson Industries M 1419-1-B with green boh-don paving work
Standards, and regulations. and meet the minimum requirements c s, the Standard l. Non-pressurr buried lateral lire piping shall be PVC Schedule 40 with solvent-weld cover or approved equal. obviously inadeouate, without bringing this to the attention of the City of Rancho
Specification-For Public Works Construction(Green Book)latest edition 7. Thee charts shall be completed and approved prior to the final field observation of joints when installed in planting areas 2 Generall), piping under existing walks is done by jacking, boring, or hydraulic Cucamonga This test shall be accomplished before any ground cover is planted.
the rrngation system. 5. Use IT x 10-1/4" round box for all quick coupling valves installed within on- driving,but where anv cutting or breaking of sidewalks and/or concrete is necessary,
1.02 QUALITY ASSURANCE&REQUIREMENTS 2. Non-pressure lateral line piping installed under paved areas shall be FVC Schedule structure landscaped areas Carson industries No 910-12B with green bolt-down it shall be done and replaced by the Contractor as a part of the Contract cost. S. Upon completion of each phase of work, the entire system shall be tested and
D. .Operation and Maintenance Manuals: 40 with solvent welded joints covet or approved equal. Permission to cut or break sidewalks andlor concrete shall be obtained from the City adjusted to meet site requirements
of Rancho Cucamonga No hydraulic driving will be permitted under concrete
A. Permits and Fees The Contractor shall obtain and pay for civ and all permits and all N. Sprinkler Heads paving 3.07 MAINTENANCE
observations as required. 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior 3. Pipe shall be made from NSF approved, Type 1, Grade Ii PVC compound
to completion of construction, two hard-cover, three ring binders containing the conforming to ASTM resin specification D1784. All pipe must meet requirements I All sprinkler heads shall be of the same size, type. and deliver the same rate of 3 Refer to City Standard 120"Trench Repair"when within City streets susceptible to A The enure irrigation system shall be under full automatic operation for a period of seven(7)
B. Manufacturer's Directions• Manufacturer's directions and detailed drawings shall be following information set forth In Federal Specification PS-22-70 with an appropriate standard dimension precipitation with the diameter(or radius)of throw,pressure,and discharge as shown traffic loads days prior to any planting
followed in all cases where the manufacturers of articles used in this Contract furnish ratio on the Drawings and/or specified in these special provisions.
g Po g Specifications a. Index sheet which states Contractor's name.address,and telephone number, D. Assemblies: B The Cm of Rancho Cucamonga reserves the right W waive or shorten the operation period.
directions covering nits not shown in the Drawings and S g g
and which lists each instalied equipment and material item including names 4 Except as noted in paragraph_-1,2,and 3 of this section(2.01 B),all requirements for 2 Spray heads shall have a screw adjustment.
C. Ordinances and Regulations All local,municipal and state laws,and rules and regulations and addreasa of manufactures local representatives non-pressure lateral line pipe and fittings shall be the same as for solvent-weld i Routing of s ink:ler irrigation lines as indicated on the Drawings is diagrammatic.reg g pr' g g gra 3.08 CLEAN-UP
governing or relating to any portion of thus work are hereby incorporated into and mads a b. Catalog and pars sheru on eve material and equipment item Installed pressure main line pipe and fittings as set forth in section 2.01 B of the Specifications g Install lines(and venous assemblies)In such a manner as to conform with the details
3 Riser units shall be fabricated in accordance with the details shown on the drawings Clean-u shall be made u each ion of work Refuse and excess dirt shall be removed
sander this Contract. In the Drawings from the site.all walks and shall f bloomed arched down,and any damage sustained on
part hu these Specifications, and their provisions shall be carred out by the Contractor. a Complete
e statement D. Brass Pipe and Fittings 4. Riser nipples for all sprinkler heads shall be the same size as the user opening in the o rrhall be Pa iced to Its original condition
Mvtiung contained m these Specifications shall rat to construed to conflict with any of the
above rules, regulations,or requirements of the same However,when these Specifications d. Complete oprnung and maintenance mstrulct►ons on all major equipment.
sprinkler body. 2. Install NO multiple assemblies in plastic lines Provide each assembly with its own the work of there cepa
1. Where indicated on the Drawings,use red brass screwed pipe conforming to Federal
and Drawings call for or describe maucnals, workmanship, or construction of a better 2 outlet.
hi her standard,or larger sin than is In addition to the above mentioned maintenance manuals, provide the City's Specification#V�W-P-351. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
.quality, grequired by the above rules and regulations, S. All sprinkler heads of the same type shall be the same manufacturer.
the provisions of these Specifications and Drawings shall take precedence maintenance personnel with instructions for major equipment and show evidence in .3 install all assemblies specified herein in accordance with respective detail. in
writing to the City of Rancho Cucamonga at the conclusion of the project that this 2. Finings shall be red brass conforming to Federal Specification"'W-P-460.
.
service has been rendered O. Sleeving absence of detail drawings or Specifications pertaining to specific items required to A. The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga
DExplanation of Drawings
E. Copper Pipe and Fittings- complete work,perform such work in accordance with best standard practice with at time of final observation Any items deemed not acceptable by the City of Rancho
1. Dux to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, E. Equipment to be Furnished i shall rhe Schedule riderr40caFV C.or paved approved or alinline.lateral lines or control wiring prior approval of City of Rancho Cucamonga Cucamonga shall be reworked to the complete satisfaction of the City of Rancho
sleeves,etc.,which may be required The Contractor shall carefully investigate the 1. Pipe Type K.hod tempered. Cucamonga
structural and finished conditions a(Fecung all of his work and plan his work i. Supply as a pan of this contract the following tools 4 PVC pipe and fittings shall be thoroughh cleaned of dirt,dust,and moisture before
structural
l I futnvsish such fits 2. Fittings wrought copper,solder joint type. P. Vandal Resistant Controller Enclosure: installation Installation and solvent welding methods shall be a- recommended by B. The Contractor shall show evidence to the City of Rancho Cucamonga that the City has
^g y. fittings,etc.,as may be required to meet such conditions the pipe and fitting manufacturer received ali accessones,charts,record drawings,and equipment as required before final site
Drawings are generally diagrammatic and indicative of the work to be Installed The a. Two (2) sets of special tools required ddalfor removing, disassembling and
adjusting each type of sprinkler and valve supplied on this project 3 Joins shall be soldered with silver solder,45'/.silver, 15%copper, 16•x:tine,24•/. 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and obsm•ation can occur
work shall be unstilted In such a manner as to avoid conflicts between the irrigation
system,planting and architectural Ieatures. b. Two(2)four-foot valve keys for operation of gate valves cadmium,solidus at 1125*F,and liquiduu at 11450 F. Irrigation Detail short S. Te PVC b metal imvede equal.
the ll be used shall work the metal connections and Inst
C. Two(2)keys for each automatic controller. Teflon tare or appr<ived equal•shall be used on all threaded PVC to PVC,and on all 3.10 SITE OBSERVATION SCHEDULE
2. All work called for on the Drawings by notes or details such be furnished and d. One (1)quick coupler keN and matching hose swivel for ever} five(5)or F. Valves: .2. A backboard shall be secured to the controller enclosure housing to provide a base threaded PVC to meal joins Light wrench pressure is all that is required Where
installed whether or not specifically mentioned in the specifications. fraction thereof of each type of quick coupling valve installed for mounting the automatic sprinkler controller and terminal strip threaded PVC connections arc required,use threaded PVC adapters into which the A The Contractor shall be responsible for notifying the City of Rancho Cuearrtonga in advance
1. Ball Valves(I'/;"and smaller) pipe may be solvent welded for the following observation meetings,according to the time Indicated:
3. The Contractor shall not willfully install the irrigation system as shown on the 2. The above mentioned equipment shall be turned over to the City at the conclusion 3. r 1 pt volt duplex box shall be provided with an On/Off s switch, and a 1 1t volt
of the project Before final obsmation can occur, evidence that the fit. has receptacle Metal conduit shall run from the 1 17 volt supph to the controller E. Line Clearance: 1. Pre-Job Conference-7 days
Drawings when it Is obvious in the field that obstructions, grade differences, a P ) a. Ball valves shall be a 125 Ib SWP bronze valve with threaded ends and shall housing All power within the housing shall be properly phased
discrepancies in arca dimensions exist that might not have been considered in received material must be shown to the Guy of Rancho Cucamonga be equipped with a stainless steel handle. pp
1 All lines shall have a minimum clearance of six (6) inches from each other and 2. Pressure supply hex installation-24 hours
engineering. Such obstructions or differences should be brought to the attention of b. Ball valves shall be similar to those manufacturer by Nibco or approved 4, A terminal stn shall be provided,clearly indicating the points of connection
the City of Rancho Cucamonga In the event this notification is not performed,the 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING equal p Pro g Proper Po twelve (121 inches from lines ed other trades,with the exception of the control wire
Contractor shall assume full responsibility for any revision necessary c. All Ball valves shall be installed per detail of all appropriate wiring(station valves,master valve,common.central control) slervd sl which shall tx installed adjacent to pressure supph line Parallel lines shall 3. Lateral line and sprinkler Installation•24 hours
A Handling of PVC pipe and fittings The Contractor is cautioned to exercise carr in handling, not be installed directly over one another
1.03 SUBMITTALS loading,wiloading,and sionng PVC pipe and finings All PVC pipe shall be transported in 2. Resilient Wedge Gale Valve(2"and larger)
Q. Miscellaneous Irrigation Equipment: 4. Automatic controller installation- 24 hours
a vehicle which allows the length of pipe to he flat so as not to subject it to under tending F. Automatic Controller Assembly
1. Refer to the Irrigation Pians for sizes and t of miscellaneoets tin anon S Control wire Installation -24 hours
A. Mammal list or a concentrated external load at am point My section of pipe that has been dented or a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a Z" equipment. 8 Y g Install as per manufacturer's instructions Remote control valves shall be connected to
. damaged will be discarded.and if Installed,shall be replaced with new piping operating nut
controller in numerical sequence as shown on the Drawings 6 Pressure supply lire and lateral line testing-48 hours
1. The Contractor shall furnish the articles,equipment,materials,or processes specified b. Resilient Wedge Gate valves shall be No 403 RT-RWas supplied b} Wats 2. All miscellaneous irrigation equipment shall be as specified or approved equal.
by name in the Drawings and Specifications No substitution will be allowed without 1.05 SUBSTTTUTiONS or approved equal G. High Voltage Wiring for Automatic Controller: 7 Coverage test-48 hours
prior written approval by the City_ of Rancho Cucamonga e. All Resilient N1 edge Gate valves shall be installed per detail.
A .lf the Contractor wishes to substitute any equipment or materials for the equipment or PART 3 -EXECUTION
2. Complete material list shall be submitted or to crinin any work Material list materials listed on the Drawings and Specifications.he may do sac by providing the following 1 120 volt power connection to the automatic controller shall be provided by the 8 Final observation-7 days
p pr' pe f g g. Pe . P g g G. Quick Coupling Valva 3.01 OBSERVATION OF SiTE CONDITIONS Contractor.
shall include the manufacturer,model number,and descnptiCucamonga for approval B on of all materials and information to the City of Rancho CucaWhen observations have been conducted other than the City of Rancho Cucamonga,show
equipment to be used Although manufacturer and other information may be 1. Quick coupling valva shall have a brass, two-piece body designed for working
different,the following Is a guide to proper submittal format. 1. Provide a statement indicating the reason for making the substitution Use a setoarate pressure of ISO P.S.1 A. All scaled dimensions are approximate. The Contractor shall check and serifs all size All electrical work shall conform to local codes.ordinances,and union authorities evidence in writing of when and by whom these observations were made.
sheet of paper for each sem to to submitted dimensions and receive approval from the Gt_y of Rancho Cucamonga prior to proceeding having jurisdiction
with work under this Section. C No site observations will commence without "As-Buili" record drawings. The contractor
Item No. Descriptio Manufacturer Model No. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type H. Remote Control Valves shall not call for a site visit without "As-Built" record drawings, without completing
2. Provide descriptive catalog htera'ure,performance charts and flow charts for each shall be as shown on the Drawings
1 Backflow Prcventer Febco 525-1'-BV item to tx substituted B. Exernse extreme care m excavating and working rear existing utilities The Contractor shall preyiousl} noted corrections.or without preparing the system for said visit
2 Automatic Controller FebcoCalsese ET1-DTR2 H Backflow Prevention Unita be responsible for damages to utilities which are caused bv,his operations or neglect Check I Install where shown on the Drawings Where grouped together,allow at least twelve
existing utilities drawuigs for existing uuljty
w locations (12) inches between adjacent valve boxes Instal l each remote control valve in a
3 Master Valve Clavval 136-ACSKC 3. Provide the amount of cost savings if the substituted item is approved
4 Etc Etc. Etc 1. Backfloprevention unit shall be of sin and type indicated on the irrigation
drawings Install backflow precenuon units in accordance with the Drawings C. Coordinate installation of sprinkler materials including pipe,so there shall be no interference separate valve tax
B The City of Rancho Cucamonga shall have the sole resri onsibility in accepting or rejecting with utilities or other construction or difficulty in piwiting trees.shrubs,and gtound covers 1. Flushing of System.
Irrigation submittal must be specific and complete All items must by listed and any submittal item as an approved equal to the equipment and materials listed on the
. should include solvent, primer, wire, connectors, valve, boxes,etc No copies of Drawings and Specifications 2 V1-ye strainer at backflow prevention units shall have a bronzed screwed boy with D The Contractor shall carefully check all grades to satisfy himself that he may safcls proceed 1 After all new sprinkler pipe fines and risers arc in place and connected,all necessary
manufacturer's literature(catalog cuts)arc required as submittal information 60 mesh monel screen and shall tie similar to Bailey#I OOB or approved equal diversion work has been completed,and nor to installation of sprinkler heads,the
1.06 GUARANTEE before starting work on the irrigation system p P P
control valves shall be opened and full head of water used to flush out the system
3. The Contractor may submit substitutions for equipment and materials listed on the 3. All pressure main line piping between the point of connection and the backflow
Drawings by following procedures as outlined In Section 1.05 of the Irrigation preventer shall be installed as required by local code The Contractor shall verify 3.02 PREPARATION
R- g P 8 A The guarantee for the irrigation system shall be made m accordance with the attached form 2 Sprinkler heads shall be installed onh after flushing of the system has been
Specifications The General Conditions and Supplementar Conditions of vase Specifications shall be filed with the local governing body as to material type and installation procedures prior A Physical layout accomplished to the co satisfaction of the cu} of Rancho Cucamonga
with the City prior to acceptance of the irrigation system to stars of construction Submit shop drawing for approval. •
4. Equipment or materials installed or furnished without prior approval of the City of
Rancho Cucamonga may be rejected and the Contractor may be required to remove B A copy of the Guarantee form shall be included in the operations and maintenance manual 1. Check Valves 1. Prior to installation, the Contractor shall sin stake out all pressure supply ling, J. Sprinkler Heads
routing and location of sprinkler heads
such materials from the site at his own expense be
5. Approval of any item, alternative or substitute indicates only that the product or C. The guarantee form shall be re-ivped onto the Contractor's letterhead and shall contain the 1. Swing check valves 2"and smaller shall be 200 pound W'.O.G bronze construction 1. Install the sprinkler heads as designated on the Drawings Sprinkler heads to
2 the
products apparrnth meet the requirements of the Drawings and Spec ificauon-s on the following Information with replaceable composition, neoprene, or rubber disc and shall meet or exceed All layout shall be approved by City of Rancho Cucamonga phot to installation installed in this work shall be equivalent m all respects to those itemized
basis of the information or samples submitted Federal Specification 1A'\k'•V--51 D,Class A,Type IV. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings in no
ppl
GUARANTEE FOR IRRIGATION SYSTEM B. Vi'ater SuSYSTEM
ase shall the spacing exceed the maximum recommended by the manufacturer.
6 Manufacturer's warranties shall not relieve the Contractor of his habihiy_ under the 2 Anti-drain valves shall be of heaves duty virgin PVC construction with F i.P thread
guarani" Such warranties shall only sac icmcni the guarantee inlet and outlet internal its shall be stainless steel and neoprene Anti-drain valve 1 The irrigation on t e stem shall tx connected to water supply point(s)of connection as 3.04 TEMPORARY REPAIRS A I
g pp g We hereby guarantee that the irrigation system we have famished and installed is free from defects � p indicated on the Drawings.
in materials and workmanship,and the work has been compicted in accordance with the Drawings shall be field adjustable against drawout from 5 to 40 feet of head Anti-drain valve
B. RECORD DRAWINGS. and Specifications,ordinary wear and tear,unusual abuse,or neglect excepted We agree to repair shall be similar to the Valcon "ADV" or approved equal The Cit` reserves the right to make temporary repairs as necessary to keep the sprinkler system P
I I
or replace any defects in material or workmanship which may develop during the period of one year 2. Connections shall be made a;the approximate location(sl shown on the Drawings
equipment in operating condition The exercise of this right by the City shall not relieve the
The Contractor is responsible for minor changes caused by actual site conditions
1. The Contractor shall provide and keep up-to-date a complete record set of bluxline from date of acct tante and also to rc rr or rc lace any dams c resulun from the rc inn or J. Control Wiring: Contractor of his responsibilities under the terms of the guarantee u herein specified _ ,T a t Al.IP pa P F g loa g - - " z
11
ozalid prints which shall be cornered dell},showing ever change from the original replacing of such defects at no additional costs to the Cn+ We shall make such re res or / `10-'-A,P
P g C. Electrical Supply: P E
Drawings and Specifications and the exact installed locations, sizes. and kinds of replacements within a reasonable time.as determined by the Cin.after receipt of written notice In I. Except as noted otherwise,connections between the automatic controllers and the 3.05 EXISTING TREES K.tu, t L A N D S CAPE
N
q
r
i
C
a � F ARCHITECTURE
equipment Pants for this purpose may be obtained from the City of Rancho the event of our failure to make such re airs or replacements++ithm a reasonable time after receipt electric control valves shall tx made with direct banal copper wire A G U.F 600 c� � p
1. Electrical connections for any and all automatic controllers shall be made to electrical / P F _X
Cucamonga at cost This set of drawings shall be kept on the site and shall be used of wnnen notice from the Gt,we authon�r the fit. to proceed to have said re ins or replacements lacements volt Control wiring installed in control wire conduit within structure shall be made Vi'her_ it is necessar•to excavate adjacent to existin !rtes,the Contractor shall use all Bible Cart 2
p p points)of connection as indicated on the Drawings g , cu e� r\ SITS PLANNING
oral+ as a record set made at our expense and we will pay the costs and charges therefore upon demand with AWG TV+'scilid copper anis Pilot wires shall tx a different color wire for each o avoid iniury to trees and tree roots Excavation in arras where two(2)Inch and larger roots occur � ) : L C) t 10630 Town Cerner Dr.
automatic controller Common wires shall be white with a different color stripe for shat!be done by hand All roots 1%W(2)inches and larger in diameter, except directly in the path --i _ __
2. Connections shall be made at the approximate location(s)shown on the Drawings - Suite 121
2 The Contractor shall make neat and legible notations on the record drawing progress PROJECT: each automatic controller Install in accordance with valve manufacturer's of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent I Rancho Ct clarni p
The Contactor Is responsible for minor changes cause by actual site conditions
I .
sheets daily as the work proceeds, showing the work as actually installed For specifications and wire chart In no case shall wire sin be less than#14 scarring or excessive drying Where a ditching machine is run close to trees having roots smaller i
CA 91730
example,should a piece of equipment be installed In a location that does not match LOCATION 3.03 INSTALLATION than two('_) inches in diameter,the wall of the trench adjacent to the Vee stall tx hand trammed, _ �b (909)484-2WO
ts
the plan,the Contractor must indicate that equipment has been relocated in a graphic 2. Wiring shall occupy the same trench and shall be installed along the same route as making clean cuthrough Roots one(I)Inch and larger in diameter shall tic painted with two coati ff % Fax(909)484-2132
manner so as to match the original symbols as indicated in the irrigation legend The SIGNED A Trenching:pressure supply or lateral lines wherever possible of T ree Seal.or equal "I renc hes adjacent to tree should be closed within twenty-four(24)hours,and '�Jf 1 � f chwd Kmrrwrpfa
CAS �
relocated equipment and dimensions will then he transferred to the original record where this is not possible,the side of the trench adjacent to the tree shall be kept shaded with ,h burlap G Le 02834
drawing plan at the proper time 3. Where more than one(1)wire is placed in a trench,the wiring shall be taped together or can AZ Lic #29115
ADDRESSED 1. Dig trenches straight and support pipe continuously on bottom of trench Lay pipe iiN Ls 0446
at intervals of fifteen(15)feet. to an even grade Trenching excavation shall follow• layout indicated on the
3. Before the date of the final observation,the Contractor shall transfer all information PHONE DATE OF ACCEPTANCE Drawings and as noted 306 FIELD QUALTTI'CONTROL
from the "record drawing" prints to a sepia mylar or similar mylar mate-nal. 4. An expansion curl shall be provided within three(3)feet of each wire connection.
Arrangements shall be made through the city for obtaining said sepia mylar or Exparuson curl shall be of sufficient length at each splice connection et each electric A. Adjustment of the System: -
PART 2-PRODUCTS 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation ling
similar molar material All work shall be in waterproof India ink and applied to the control valve, so that in case of repair, the valve bonnet may be brought to the
installed under paving of hardscaping.
mylar by a technical pen made expressh for use on mylar material Such pen shall 2.01 MATERIALS surface without disconnecting the control wires. Control wires shall be laid loosely I. The Contractor shall flush and adjust all sprinkler heads for optimum performance
be similar to those manufactured M Rapidograph, Kueftel& Esser,or Faber Castell. in trench without stress or stretching wire conductors. and to prevent overspray onto walks,roadways,and buildings as much as possible
The dimensions shall to made as to tx easily readable even on the final controller 3. Provide for a minimum of twenty-four(24)inches cover for all pressure supph lista
A. General Use only new materials of brands and types noted on drawings, specified herein, of three(3)inches or larger in diameter
chart(ser Section C) The original mylar"record drawing"plan shall be submitted or approved equals S. All splices shall be made with Scotch-Lok#3576 Connector Sealing.Packs,Rainbird 2. If it is determined that adjustments in the irrigation equipment will provide proper ^ _ --- _ t - +
to the Guy of Rancho Cucamonga for approval prior to the completion of the Snap-Tile wire connectors., or approved equal. Make only one splice with each and more adequate coverage, the Contractor shall make such adjustment-prior to f - + - ` _ y _I iv I
controller chart. B. PVC Pressure Main Line Pipe and Fittings connector scaling pack. 4 Pwo+ide and one half(2'/r a minimum oinchesto�rnsmaglencha cover for all pressure supply hires of _ _ - ---- _
planting Adjustrnentc may also include changes m nozzle sous and degrees of art I �;�-L :.� D�I�VE 7
as required CITY of RANCHO CUCAMONGA
1. Thc Contractor shall dimension from two(2)permanent points of reference,such as I. Pressure main line piping for sizes 2"and larger shall be PVC Class 315, 6. Field splices between the automatic controller and electric control valves will not be S. provide for a minimum of twelve(12)inches for all non-pressure lino.
building comers, sidewalk edges, road intersections, etc., the location of the allowed without prior approval of the City of Rancho Cucamonga 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten
following items 2. Class 315u shall be made from an NSF a ved T hteen 1, Garde ' PVC 6. Provide for a minimum cover of ei 18 inches for all control-Airing. (l0)da, _ _ _ _
vs after notification by the City. _ _ __ _ _ - -- -_ _-_ _ --
compound conforming to ASTM resin specification D1784y All pope must meet K. Automatic Controller: g ( )
a Connection to existing water ling requirements as set forth in Federal Specification PS-22-70, with an appropnate 7. Refer to City Standard 120"Trench Repair"when within City streets susceptible to 4. All sprinkler heads shall b< set perpendicular to finished grades unless otherwise TENTATIVE TRACT NO. 15732
b. Connection to existing electrical power 1Automatic controllertype s)shall be of size and te shown on the Drawings. traffic loads
.
standard dimension(S.D.R.)(Solvent-weld Pipe) I designated on the Drawings
.
e. Gate valva. -
d. Routing of sprinkler pressure lines(dimension max. 100 Jong routing). 2 Final location of automatic controller(s) shall be approved by the City of Rancho ve S. Rain Bird EFB-CP valves will be set per manufacturers specification so that each PERIMETER LANDSCAPING AND BASELINE ROAD MEDIAN
pit 3. Pressure main linepipingforsizesI-If_'"andsmallershallbePVCSchedule40with g B. Backfilling: � g pressure.
(ETIWANDA AVENUE TO SWANSON PLACE)
e. Sprinkler control valves Cucamonga lateral operates at design
f. Routing of control wiring and locations of all splice boxes. solvent welded joints
S. Quick coupling valves. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each 1. The trenches shall not be backfilled until all required tests are performed Trenches �g
4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC compound shall tic carefully backfilled with the excavated materials approved for backfilling, B. T of Irrigation System
h. Stub-outs for future connections automatic controller location is to be furnished by others The final electrical hook. IRRIGATION SPECIFICATIONS
conforming to ASTM resin specification D1785 All pipe must meet requirements consisting of earth, loam,sandy clay,said.or other approved materials,free from
i. Other related equipment as directed by the City of Rancho Cucamonga up shall be the rcsponsibihty of the Contractor. 1. The Contractor shall request the presence of the City of Rmcho Cucamonga in
u set forth in Federal Specification PS-21-70 large clods of earth or stones Backfill shall be mechanically compacted in _ _ _ _
writing at(east 48 hours In advance of testing. /
S. On or before the date of the final field observation,the Contactor shall deliver the L. Electric Control Valves landscaped utas to a dry density equal to adjacent undisturbed soil m planting areas _- - - - - .r. -/0//
Q /- b
5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to Backfill will conform to adjacent grades without dips,sunken utas,humps or other 2 Tut all lanes under hydrostatic ure of 150 pounds square inch and
corrected and completed sepia-to the City of Rancho Cucamonga Delivery of the ASTM tat procedure D2466. surface irregularities P P �` T ` r ^i R l E N o . 24953
sepias will not relieve the Contractor of the responsibility of furnishing required 1. All electric control valves shall be the same size and type shown on the Drawings. [ prove watertight. - - �' - - y -
information that may be omitted from the prints. 6. Solvent cement and mer for PVC solvent-weld i abd flttin shall be oft - -
Pn Pie &s ype 2. A fine granular material backfill will be initially placed on all lines. No foreign J r` lr O M M L lV t)
and installation methods prescribed by the manufacturer 2. All electric control valves shall have a manual flow adjustment. Note: Testing of pressure main lines shall occur prior to installation of the electric ARCHITERRA DES N GROUP -n
-
Controller Controller Chars P j matter larger than one-half('h)inch in sou will be permitted in the Initial backfill control valves. RWK LANDSCAPE ARCHITECTURE -fL
SITE PLANNING
3. Provide and install one control valve box for each electric control valve.
i. As-builts drawings shall be approved by the City of Rancho Cucamonga before 3. Flooding of trenches will be permitted only with approval of the City of Rancho 3 All piping under paved areas shall be tested under hydrostatic pressure of Iso pouaids -j`'�,Yo I'` 10630 TOWN CENTER DR. _ H
Cucamonga , RANCHO CUCAMONGA, CA 91730
controller charts are prepared. g per square Inch and proven watertight prior to paving BDS` (909)484-2800 L-1 1 OF 12-
r1` v l` I RLA No 2834
CITY 1DA TEE 9/9/96 FILE ►v o 1577-L
♦C'w P_AN E--ANI J, -AN�:J.,AP� - `_ . .J:c, C'r 14C .4� Apr-9E L3 ..7 Pw is".- .4�'- 1
SHEET OF
CONCRETE SPECInCATIONS B. Constriction Materials: The contractor shall guarantee all workmanship and materials for D. All plant material delivered to the site showing signs of damage or disease or is insufficient PART 7-LANDSCAPE MAINTENANCF.
all site dcvclopment,for a period of one year from date of final acceptance of project. in size to carry out the intent of the planting plan will not accepted and will be replaced at
PART 1 GENERAL
Contractor's expense. 7.01 Scope of Work:
1.0E Material and Labor Releases:
1.01 Description E. Sins of Plante-Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon,and 15- Provide all materials, labor and equipment necessary for, or incidental to, performing all
Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and gallon)shall have been grown in containers for at least one(1)year, but not over two(2) maintenance requirements as reasonably implied or as delineated in the specifications including,but
For concrete information refer to the Standard Spe6fieations for Public Works Construction(Green matenals releases for all work performed under Site Development. years. not limited to the following
Book. Edition per the City of Rancho Cucamonga) Refer to Sections 4,201,303,and 400,as well
as any other sections related to the installation,per and post installation of concrete work,matenals, 1.09 Disposal and Clean-up: F. Substitutions - Substitutions for indicated plant material will be permitted provided the Maintain all plants and planted areas.
labor,and titan-up The Standard Specifications for Public Works Construction is available from: substitute matenals are approved in advance by the City,and are made at no additional cost Keep planted areas free of weeds and debris.
Remove all waste materials(including excavated material classified as unacceptable soil material), to the CIq Except for authorized variations,all substitute plant materials shall conform to Prune trees and shrubs.
Bi Building News trash and debns generated or encountered during the course of landscape construction,and legally the requirements of theses specifications. Fertilized all
!x plants and planted areas.
3055 Overland Avenue
dispose of It During the course of the work, remove surplus materials from the site and leave Irrigation
Los Angeles.CA 90034 premises in a neat and clean condition. Clean up and remove all remaining debris and surplus G. Plants Not AD12roved - Plants not approved are to be removed from site immediately and insecticide spraying
(310)202-7775 matenals upon completion of work,leaving the premises neat and clean. The site shall be cleaned replaced with suitable plants The City reserves the right to reject entire lots of plants
upon the request of the inspector. represented by defected samples 7.02 Fertilizers
1.02 Scope
PART 2-EXECUTION H. Stake all tins,as per details immediately after planting to prevent wind damage. A Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power
Furnish and install all concrete work complete as indicated on the drawings or as specified,
including,but not limited to the following Controlled Release Nitrogen.as designated herein,or approved substitute as required by the
g 2.01 Protection 1. Plant trees that are to be located in lawn or ground cover areas after finish grades are first Agronomic soils report. Available from Gro Power(909)393-3744.
Keep all plant material delivered to site ip a healthy condition for planting. Plants shall not be established and allow at least 7 calendar da prior to installation of said lawns or round
days o g
P
A. Furnish and set all reinforcing steel,bolts,and anchors. allowed to dry out arc root stock shall be separated and heeled-in i most other suitable
d o B ri m s earth or , a
- 1� cover t provide for thorough watcnn tree II planting holes shall be excavated as
0 0 0 of s A I i B. onium Sulfate ranular form containing p g g p g Amin S G rm on ng not less than 21/o nitrogen and 24/o sulfur
maienal until planting Balled and burlapped plants shall have root ball covered with moist sawdust, defined on appropriate details and shall be registered as an agricultural miner,with the State Department of Agriculture in
B. instal,i all items required by other trades which are to be cast into concrete. wood chips or other suitable material until planting compliance with Article 2- "Fertilizer Materials," Section 1030 of the Agricultural Code
C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where applicable2.02 Installation: 4.03 Soil Amendments:
7.03 General-
1.03
eneral1.03 ProtectionSoi!amendments shall be as recommended in the Agronomic soils report "
Detailed layout of plants within the planting areas shall be performed by Contractor and approved Maintenance shall start immediately after landscape irrigation and planting.
by the Landscape Architect and City prior to planting. 4.04 Trees Stakes:
All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall Maintain all plants and planted areas on a continuous basis as they are installed during the progress
be placed imediately after concrete finishing Contractor shall furnish,place and remove all of his Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further of the work,and continue to maintain them until final acceptance of total proiect. Replace an) dead
own bamcades Contractor shall be responsible for any damage to new construction and following mixture
information or dying plants as directed by the Landscape Architect and City representative.
replacement or repair of the work shall be made without added cost to the City.
.Native,On-Site Soil with rock no greater than 3"in diameter PART 5 GROUND COVER AND BEDDING PLANTS A. Irrigation- Operate irrigation system on an established program to maintain all plants and
1.04 Clean-up Gro Power Plus,5-3-1 15 Ibs/cy
planted areas in a healthy condition Irrigation system run-off shall be kept to a minimum
Upon completion of all concrete work and before final acceptance,the Contractor shall remove all Iron Sulfate 2 Ibs/cy 5.01 Scope of Work Damage to imeation system resulting from maintenance and equipment and•or maintenance
personnel,shall be restored w its original condition at no cost to the Cit
tools,surplus mrn
atals,apparatus,debris,etc from the site u
e and the site shall be left in a clean,neat y.Failure of ampart
'
(To be used for bidding purposes only,verify with Agronomic Soils Test.) Provide all matenals and equipment and perform all work necessary for and incidental to installing of the irrigation system shall be brought to the attention of the City. No repairs other than
condition acc"table to the City.
all ground cover and bedding plants,as shown on plans,as reasonably Implied, or delineated In clic emergency repairs shall be accomplished without written permission from clic City.
After backfilling,construct a 3"earthen berm to form watering basin around each plant,to allow specifications
PLANTING SPECIFICATIONS thorough water-in and establishment.
B. Weed Control- Keep all planted areas free of weeds and debris by cultivating areas at
PART 1 -GENERAL5.02 Bedding Plants- intervals not to exceed 10 calendar days.
Prior to installation of turf and ground cover,remove water basins from around trees and shrubs.
The Contactor may elect to remove such concentrations of weeds manually or by an
Berms in turf areas to be removed prior to City acceptance. Perennials and Annuals Provide healthy container grown planta from a recognized nursery,and of approved herbicide proglarn
1.01 Scope of V,ork the species and vanety shown on plans.
Contractor shat! provide all materials, labor and equipment incidental to and necessary for PART 3 -SOLI.PREPARATION AND FINISH GRADING C. Pest Control Sprav all plants and planted areas at beginning of maintenance program and
completing all .work,as indicated on the drawings,as reasonably implied, or as delineated in the 5.03 Ground Cover: as may become necessary thereafter by an approved method of pest control,to keep all plants
3.01 Scopeof Work: r reviewed y
and lasted area. free of insects and disease Method shall be re ie ed by clic Cu nor to
Specifications u follows
P P
Ground Cover Provide ground cover of the species shown on plans Ground cover shall be an. applications Pest Control shall include Gopher control
A. Provide all materials and equipment,and perforin all work necessary for and incidental to established and well rooted in flats or similar containers
1.02 Standards the soil preparation and finish grading of all planting and lawn areas as shown on plans,as D Pruning Prune all plants as designated and directed by Landscape Architect, at start of
reasonab]N implied,or as delineated In the specifications 5.04 R1uleh maintenance program and continue to prune plants as directed or as may become necessary
All work and materials shall comply with gm•eming codes,safety orders,standards,and regulaticros. until the end of the maintenance program
and meet the minimum requirements of the Standard Specifications For Public Works Construction B. Fumishin placement and radia of topsoil for backfilling of planters if required. Mulch Shall be of compacted wood chi fiber.
(Green Book i latest edition g•P grading, P- g P 9 P P
Remove trash weekly lEdge ground cover to keep in bounds and trim top growth as
1.03 Quality Assurance C. Cleaning and finish grading of planters areas and planting areas. 5.05 Coordination necessary to achieve and overall even appearance. Exterminate gophers and moles, repair
damage.
3.02 Topsoil: A Do not have plants delivered tothe_job site until site conditions are ready for planting If
A. All Contractors performing Site Development work.must be licensed in accordance with the planting is delayed,keep plant roots moist and lace in a sheltered location protected from
laws of enc State of California P g P P P P PART 8 -ACCEPTANCE OF PROJECT
A. Existingon-site soils listed as'acce table'under rad" the sun wind and other damaging elements.
p Grading'specification. g g
B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors 8.01 General
and Matenal Suppliers expected to be employed during the course of construction. B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy B Soil preparation and fine grading shall be completed and trees and shrubs installed prior to
textured Silt plus clay content of this soil shall be no greater than 15% by weight The bedding plants and ground cover planting Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped areas
boron content of this soil shall be no greater than I part per million as measured on the is required prior to final acceptance of the work by the City The Commencement date for the maintenance
C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, saturation extract. The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos per 5.06 Installation penod shall commence upon written approval for all phases of planting installation by the Citv Public Works
during entire course of the Construction Contract The amount of insurance shall be centimeter a,,25 C. In order to ensure conformance,samples of the imported soil shall be Inspector Maintenance period shall he adequate to verify plant characteristics and establishment
determine b. Cu) submitted to an agronomic soils testing laboratoryapproved b) the project Landscape Plant ground cover and bedding Plants in moist soil ands ace as indicated on plans
Architect for analysis prior to use Result of testing to be delivered to City for approval A I%.%o inspections shall be made that affect the establishment period The first after all
D. Prior to s art of site development work.the Contractor shall notify the Landscape Architect Soil test to include analysis and recommendations Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance plantings have been coin letel\ installed in order to approve the beginning of the
and Cit% to give starting and completion dates Contractor shall also supply the Landscape P P P P g" P PP g g
Soil moisture shall be such that soil does not crumble when removing plants from container establishment period.and 1ht<41tt1 at the end of the establishmentperiod If plantings are
Architect and Cm with the name and telephone number of the person in charge of the work.
3.03 Soil Amendments not acceptable at the end of the 180 day period,due to defective maintenance,then continue
Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface establishment until all work meets with the Specifications and can be approved
1.04 Responsibilities and Coordination: All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished drainage A 4" laver of mulch material shall be spread over the entire planter area after grade is
XER. REF. I.8 by the Contractor established Watering shall begin immediaicl after mulching (Grading shall accommodate the B At termination of establishment period all plant material shall be live,healthy,undamaged,
A Permits The Contractor shall obtain and pay for all permits and inspections required by mulch) and free of infestation Inferior plantings shall be replaced and brought to a satisfactory
governing authorities for flit work to be performed 3.04 Soil Preparation: condition before final acceptance of work will be made. All areas shall be neatly raked and
B. Existing Conditions Tile Contractor shall verify all conditions and dimensions shown on 5.07 Protection: free of weeds.
the plans at the site prior to commencement of any work under this contract The Contractor All work on irrigation system shall be complete and inspected for recommended approval and,fine
shall yens the location and depth of all underground utilities prior to start of work. grading completed,prior to rototilling and prior to soil amendment work. Erect temporan fencing or barriers to protect planted areas from damage prior to final acceptance.
C. Temporar-. Utilities: The Contractor shall apply for and pay all cost incurred for all After rough grades have been established, prepare all lawn and planting areas by tilling or cross PART 6- 1NZFD ABATEMENT
ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the
temporary utilities such as water, electrical power and gas as required by him for the site,except for areas that are to be sodded, in which all rock and debris more than 1" in diameter 6.01 Scope of Work
construction of the project Temporar_•services shall be coordinated with the Cit and other shall be removed.
contractors on the job site
Provide all material,equipment,and labor necessary to perform all work as indicated on plans,as
D. Surve-,.Reference Points,and Elevations The Contractor is responsible for establishing all Apply ,spread,and rototil in all soil amendments as recommended to a depth of 6". Water area reasonably Implied,and as delineated in the specifications.
surveys, reference points and elevations reouired by hint, and shown on plans for Proper
thoroughly after rototilling is complete Incorporate evenly Into the top 4"to 6"the following for
Po P P Pe
extcru n of site construction.
each 1,000 square feet of planting are 6.02 Quality Assurance:
4 cubic yards of nitrolized Redwood or Fir shaving or equal. A. The Applicator of all weed control materials shall be licensed by the State of California as
E. Traffic The Contractor is responsible for all temporan traffic barriers and detours required 200 lbs.of Gro-Power or approved equal. a Pest Control Operator and a Pest Control Advisor in addition to anv subcontractor licenses
by him for the construction of the project All temporary traffic barriers and detours shall
that are required
conform to all conditions required by the City or governing authonues The above soil conditioning arc minimal qualities only and should be used only for bidding purpose,
because soil conditions may change drastically from the time these specifications were developed B All materials and methods must conform to Federal,State,and Local Regulations.
1.05 Defective and Unauthorized Work: to the time the actual soil conditioning take place Therefore,the Contractor shall obtain his own
soils analysis at a rate of one per even'25,000 square feet of planted area. These soil tests shall be 6.03 Submittal:
All work which is determined by inspection to be defective in its construction or deficient in any,of conducted by an approved Agronomic soils testing laboratory approved by the project Landscape
the requirements of the plans and specifications,shall be remedied or removed,and replaced by the Architect and City. Copies of the soil test to he provided during the Pre-construction job conference. Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the
Contractor at his own expense in a manner acceptable to the Landscape Architect and City. Landscape Archnect/City a list of the weed control materials and quantities per acre Intended for use
3.05 Finish Grading: in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control
furnish 1.06 Inspections Advisor Pest Control Advisor shall th
e Landscape Contractor and Landscape Architect and
After rototilling operations are complete,grade areas to establish finish grades for planting All now City data to demonstrate the compatibility of the weed control materials and methods w ith the
The Contractor shall arrange for inspections by notifying the Landscape Architect, City and lines shall be maintained and proper tolerances shall be met after settlement at the end of the project intended planting and seed varieties present
govenung authonties,24 hours prior to time of inspection,unless otherwise noted Inspections shall maintenance period
be as listed nelow. but not necessarily in this order Only tiie inspection pertaining to the project 6.04 Responsibility and Coordination
scope of work will apply: Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change.
A. Landscape Contractor is responsible for the erection of all signs and barriers required to
Rough Grading. 3.06 Coordination: prevent Intrusion into the treated areas and to notify the public.
Drain Lines and Catch Basins.
Irrigations(main line pressure,coverage& system operations test) Weed abatement work shall be coordinated with the installation of the irrigation system rototilling B. No material or methods shall affect the landscape planting or hydroseed germination. No
Soil Preparation and Finish Grading and soil amendment work,and planting. (See Weed Abatement section). material or method shall render the job site unusable for more than 10 days from date of
Plant Matcnal delve &placement) application.
Substantial Completion Inspection.(at completion of landscape impmvements)-7 Days. PART 4 -TREES AND SHRUBS
Final inspection(after maintenance period)-7 days 6.05 Non-Selective Herbicides: ^ -
4-01 Scope of Work 1 I l - t _ 7-
The contractor shall arrange a Preconstiuction job conference with the Landscape Architect and City Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended by the
a minimum of seven 7 days prior to the beginning work. Provide all material,equipment,and labor necessary to install all trees and shrubs as shown on Ian Pest Control Advisor)
O P F g eq Pen sary p
as reasonably implied and as delineated in the specifications. qp�
^ JJ�
CUCAMONGA
y LANDSCAP
1.07 Guaranties 6.06 Selective Herbicides: -q \ E CITY of RANCHO K R�'•r,y� �Qn\
4.02 Products / F ARCHITECTURE -
0 0
A. Plant Niatenals All trees,shrubs,ground cover bedding plants and lawn shall be guaranteed A. N=ndatutr-Plant names indicated on the drawings conform the"Standard Plant Names" Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest
4v � SITE PLANNING
from date of final acceptance of landscape construction for periods as follows. established b% the American Joint Committee on Honiculture. Except for names covered Control Advisor)
rn\
I- �_' 10630 Town Center Dr.
J
therein the established custom of the Hurst is followed TENTATIVE'y ,e- , e a Suite 121
A IVE TRACT NO. 15732
' Rancho Cucernort e PERIMETER Trees 24" box& larger 1 year 6.07 Weed Eradication: �_ 9 ER METER LANDSCAPING AND BASELINE ROAD MEDIAN
Trees 15 gal. g smaller i year B. Condition - Plants shall be symmetrical, typical for variety and species, sound, healthy, 1� CA 91730
vigorous, from last disease insect s or their eggs,and shall have healthy,no nal if in the opinion of the fest Control Advisor,perennial rases and weeds existing in clic planting ETIWANDA
Shrubs All sizes 120 days igtrous,free f p pest , gg , n p ,pere g g p g ( AVENUE TO SWANSON PLACE
�� (sosl acct-2eoo
v root systems well-filling their container,buy not to the int of being root bound Plants areas will require control prior to removal, s ray these areas r Pest Control Advisor's - Q`
Ground Cover 120 days 9 P P per g - Po g fr / Fax(909)4842802
Bedding Plant 120 days shall not be pruned at anytime,and In no case shall trees be topped recommendationsqlF ���� Richard Krvmwiede
w•
Lan(sod) 120 days OF c�L�E/ CALic /2814 PLANTING SPECIFICATIONS
w A. Prior to the installation of the irrigation systcm remove and clear all weeds and deleterious
AZ Lic 829115
Lawn(seed) 120 days from first mowing C. Trees and shrubs shall be growing at a recognized nursery in accordance with ga,dNy Lic 0446 _ ____ _ ____ __ _
horticulture practices and shall be of the size and tali •r normally associated with the materials from plantingareas.
Guarantees begin after the project acceptance by City and at the end of the 180-day container size specified on plans. Removal of all tags, labels,nursery stakes and ties from ��
lace and lana I materials which have died prohibited approval daces Allow herbicide to kill all weeds Rake or hm ofrall dead weeds to a of 1"-2"below maintenance nod Landscape Contractor shall replace al m all last material ro until the ro a of the Lan Architect or Cit depth
m pe pe P P P P PP Pe y
,
Physically remove all C I _ N _ ti _ _ _ N_ . 24953
within the time stated above,at no cost and within 5 days from receiving written notice from the surface of the soil y weeds from the site. _
g
span �lL�i�1��
the LandscapeArchitect or City. If dead material Is not replaced and planted within the 5 day
Y P P �E 1 UN r �!1.ily ��
c w w material and charge the Landscape Contractor for
ARCHITERRA DESIGN GROUP '
period,Cit), ma replace dud material with tic m i g pe I
all expenses incurred RwK -
LANDSCAPE ARCHITECTURE v�
SITE PLANNING -
- -
J' ��N 10630 TOWN CENTER DR.
RANCHO CUCAMONGA, CA 91730
BDS (909)484-2800 L-12UF 12
RLANo2834 D ,� wiN Nom .
CITY DA TE 9/9/96 FILE N O
•G• _AN (3. AN, J' _ AN' 2_ - J.c, .4, .'4 pU.
SHEET OF