HomeMy WebLinkAbout2085-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL S F
PLAN CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
PA CIFIC INLA N D_ E_ MPIR E TRA IL 909-477-2740
CONTACT: WALT STICKNEY
PHASE 1B
VICINITY MAP GENERAL NOTES
.SHEET INDEX
L- 1 TITLE SHEET
GENERAL NOTES: L-
2 CONSTRUCTION PLAN
1. HESE NOTES SHALL BE USED IN CONJUNCTION WITH HE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF HE LANDSCAPE ARCHITECT AND
> HECITY. L-3 CONSTRUCTION PLAN
< 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM HE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
cc 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND HE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-4 C DETAILS
19TH STREET F- 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO Si-IAL!CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
A'
A3 REQUIRED BY LAW.
'y yO _ W 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-840-422-4133 TWO -
-- 'A, L IRRIGATION PLAN
j �rVA y � Q WORKING DAYS PRIOR TO CONSTRUCTION.
Q cc Q e AT THE UES} AAN AGRONOMIC L BE UA3ED TO THE CITY INSPECTOR,AND AL!RECOMMENDATIONS FROM HIS
REPORT SHALLSUPERSEDESOILSMENDMENT R COMMENDATIONS SHOWN ONHE PLANS. L-6 I PLANj W
VICTORIA PARK LANE z 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN
ZY APPROVED BY THE CITY ENGINEER.9 L-7 IRRIGATION MASTER PLAN�_ 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A z WID FLAT AREA AT HE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF
SLOPE. 13—N
— — — — — — -� — — — — — - — — — - — _ _ _ _ _ _
- 2 ABANDONED_RAI CAD_TRACKS_ 9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD�HALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM HE INSPECTOR THAT ESTABLISHMENT I3 L-8 I DETAILS
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD TYPICALLY•"DAYS)SHALL COMMENCE. SAiD MAINTENANCE SHALL CO
NCLUDE ONLY AFTER VERIFICATION OF
BASELINE ROAD LEAF-OUT,FAL!COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF HE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE
MOWING,WEEDING,IRRIGATION PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY L-9PLANTING PLAN
FOR PROPER CARE AND UPKE0. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP HE IRRIGATION
SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF HE WORK BY HE CITY.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. L- 10 PLANTING PLAN
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER HE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525.
12. CONCRETE HEADERS SHALL BE PROVIDED PER HE FOLLOWING CRITERIA: L 11 PLANTING DETAILS
BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8'WIDE X W DEEP CONCRETE H RS
PROJECT
SITE BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-&WOE X 6'DEEP CONCRETE HEADERS
BETWEEN CITY-MAINTAINED Q.C.AND ANY PRIVATE-MAINTENANCE-6'WIDE X 6'DEEP CONCRETE HEADERS L- 12 IRRI�ATICN SPECIFICATIN BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6'WIDE X 6 DEEP CONCRETE HEADERS S
13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF HE FINAL SIDEWALK LAYOUT SHALL BE MADE IN HE FIELD AD ADJUSTED AS
NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY HE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. L- 13 CONSTRUCTION 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER HE FOLLOWING CRITERIA: AND PLA TING
PLANT W ACCORDANCE WITH CITY STANDARD PLANS. SPECIFICATIONS
PRIOR TO HE COMMENCEMENT OF ANY PLANH
TING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO E CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR
NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL$OiL AMENDMENTS,AS DETERMINED BY HE CITY INSPECTOR.
• ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
N.T.S. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 5p15GIAL WOTIE ZF%A9Dl N!C Abb lTiV •,'TPJA-i'I\l s
ALL I r1-M5 of Wop-.I` SI oW\J oQ SNTS L-l TOW L-(3 A106 A»►TiVE AL.TPX� JAT8 Ijo, z AA O;Z
WITU 7146 eXCE1:11T(6INJ OF' 1TAII,J0JGt I QUICK COUnt.E�S i ANC) Ro•G. "c' 8 "D" 1Ti;►' :3MAINTENANCE
RESPONSIBILITYL-5, L-<�,, L--7, 8 L-S � WNiCN Aee "F_5ASE
CONSULTANTS
L A N D S C A P E CIVIL ENGINE :
ARCHITECTURE
SITE PLANNING DAN GUERRA & ASS CIATES
10271-8 TRADEMARK STREET
LMD ARBA 10221-A Trademark Street
LANDSCAPEQUANTITIES - RANCHO CUCAMONGA C 91730
) 7-
Rancho Cucamonga, CA 91730 TEL (9 09 98 4308
Tel (909) 484-2800 FAX (909) 941-1528
Fax (909) 484-2802
LMD LANDSCAPE SUMMARY
13EM Richard Krumwieds
t FOOTAGE AZ #29115
TOTAL SQUARE 00 G 24008 SF
CA Lie. #2834 Lie.
, TOTAL ACRES 55 Acres NV Lie. #446
r
LANDSCAPE AREA 13478 SF
IRRIGATION AREA 9876 SF
now $ HARDSCAPE AREA(COBBLE AND SIDEWALK OVER 4) 3802 SF
SIDEWALK AREA PT 41NWIDTH i
(U 0 ) i228 SF
CAJCA "O
BIKE TRAIL 8 MULTI-PURPOSE TRAIL MSF
MILLIKEN AVENUE;EAST SIDE ENTRY
QTY. SiZE
TREES
L M D AREA Chilopasis linearis Desert Willow 5 EA 24'box DESCRIPTION Oy'REVISION DATE CITY
APPROVED
KENYON WAY•WEST SIDE ENTRY QTY. SIZE " A
CITYTREES OF R CUCAMONU
�
i �
l-- Chiloposis liinearis Desert Willow 4 EA 24'box lid
PACIFIC C INLA D EMPIRE TRAIL
KENYON WAY-EAST SIDE ENTRY QTY. SIZE
�- TREES H PH SE 1 B
Chiloposis linearls Desert Willow 4 EA 24'box H
Ur
ROCHESTER AVE-WEST SIDE ENTRY QTY. SiZE TITL { SHEET
TREES
Chiloposis lineads Desert willow 5 EA 24'box No S CA � APPROVED BY: - - DATE: t/ ( dG
►nom q9 CITY ENGINEER �� RCE No. 24593
a�a� �� oy.® DESIM E
U �� � ARCHITERR�1 DESIGN GROUP
— w n DR LANDSS TE�PLARCHITEC
ANNING TUBE t
1)
signs 10221-A TR�,DEMARK STREET
`R Te�-. RANCHO CLIC MONGA,CA 91730 r�
N.T.S. y0ae �Q DR/JLP (909)484-2800 FAX: (909)484-2802 L'1 OF 13
RLA NO. 2832
OF C
JRC/J LP DATE 07/12/061 SOB NO. 0619-1 B "r4
PROJECT Sheet No. 19 of 31
EXISTING LANDSCAPE NOTE: EXISTING LANDSCAPE NOTE:f
EXISTING LANDSCAPE AREA BETWEEN DRAINAGE EXISTING LANDSCAPE AREA BETWEEN D
PROTECT IN PLACE. 0
SWAE AND PERIMETER WALL IS TO REMAIN. PR ATE AND PERIMETER WALL IS TO REMAIN.
ECT IN PLACE.
a
LIMIT OF WO K
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4 EXISTING LANDSCAPE NOTE: " 4
f EXISTING LANDSCAPE AND COBBLE TO BE "
3 MODIFIED AS NOTED ON PLANTING PLAN DUE TO
x I
WIDENING OF EXISTING SIDEWALK SEE SHEET
1 L-9 FOR ADDITIONAL INFORMATION.
i
1-01
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IMI T OF OR{�'K
CONSTRUCTION NOTES
CONSTRUCTION LEGEND
I. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DE IGNED WHEN IT 15
OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANWA GRADE DIFFERENCES EXIT THAT MAY NOT �1 EXISTING MASONRY BLOCK WALL PROTECT IN PLACE.
HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
ATTENTIRESPONSIBILITY BILITY FOA ALN OF THE LNECESSARY� IREV SIGNS DUE. TO AT AND CITY. THE CFAAILURE TO GITOR VE SUCH HALL NOTE FULL
IFICATION. (D COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L4.
2. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN. O CITY SIDEWALK PER CIVIL ENGINEER'S PLANS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUNDU4 STREET LIGHT PER CITY ENGINEER'S PLANS.
UTILITIES,PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
INCURRED DUE TO DAMAGE AND REPLACEMENT OFSAID UTILITIES. O TRAIL ENTRY PILASTER LOCATION PER CIVIL ENGINEER'S PLANS.SEE CITY
4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS SPECIFICATIONS FOR TYPE AND CONSTRUCTION DETAIL
REQUIRED. REFER TO IRRIGATION PLANS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS O LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY.
AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. SEE DETAIL B(CITY STANDARD 542-A),SHEET L-4
A-36'
6. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS, B-24'
ABRUPT CHANGES AND SHARP TRANSITIONS, C-18'
�N43Cgp�
7. ALL CURVILINEAR WALKS,CURBS, S AND WALLS SHALL HAVE A CONTINUOUS SMOOTH O ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. O Y'rum w� 4
CURVE WHERE APPLICABLE. ALL FORMORMMUST S MUST BE INSPECTED AND APPROVED PRIOR TO y a @aa oy
BEGINNING THAT PHASE OF WORK.
PROPOSED D.G.MULTI-PURPOSE TRAIL PER CIVIL ENGINEER'S PLANS.
8. IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATION$,THE SEE DETAIL D(CITY STANDARD 1001),SHEET L4,PROVIDED FOR REFERENCE ONLY.
DESIGN ELEVATION SHALL TAKE PRECEDENCE.
r. 3
9. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC 1.
WORKS 9 CURB AND GUTTER PER CIVIL ENGINEERS PLANS. T-31-
an
CONSTRUCTION(GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO ate
SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, 10 6'CONCRETE HEADER.SEE DETAIL C(CITY STANDARD 534),SHEET L-4 qr OQ
PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLEAN-UP. OF
CX
11 PROPOSED ASPHALT BIKE TRAIL PER CIVIL ENGINEER'S PLANS.
12 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS.REFER TO CIVIL
ENGINEER'S PLANS.
i3 TRAIL SIGNAGE PER CIVIL ENGINEER'S PLANS.
14 TUBULAR STEEL FENCE PER CIVIL ENGINEERS PLANS.
15 CONCRETE DRAINAGE SWALE PER CIVIL ENGINEER'S PLANS.
DESCRIPTION OF REVISION DATE CITY
APPROVED
CONTRACTORS SAFETY NOTE: CITY
RANCHO
CUCAMONGA
CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE SHEET KEY M
AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL MAP
PROVIDE TEMPORARY FENCING AT WORK LIMIT UNE,WARNING CONES, PACIFIC INLAND ND
BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. EMPIRE TRAIL
I I I PHASE 1B
Underground Service Alert
CONSTRUCTION PLAN
b Call: TOLL FREE APPROVED BY: DATE: 1
CITY ENGINEER Ob
(lQI 1 -800
FLAN CROSS REFERENCES U / RCE No. 24x93
I� ARCHITERRA DESIGN GROUP E
A FOR NOTES AND LEGENDS, SEE SHEET THIS SHEET DR LANDSCAPE ARCHITECTURE
42G"`'�1 33PL
SITE ANNING
FOR CONSTRUCTION DETAILS, SEE SHEET L-4 • 10221-A TRADEMARK STREET
EE
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-13 RANCHO CUCAMONGA,CA 91730
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 MPW (9os>484.2800 FAX: (909)484 2802 L-2 OF 13
RLA NO M2 �—
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 .
SCALE: 1"=20' JRC/JLP DATE 07/12/06 JoB No. 0619-IB $ I,,.
--
PROJECT Sheet No. 20
of
31
EXISTING LANDSCAPE NOTE:
EXISTING LANDSCAPE NOTE:
i
EXISTING LANDSCAPE AREA BETWEEN DRAINAGE EXISTING LANDSCAPE AREA BETWEEN DRAINAGE
SWALE AND PERIMETER WALL 13 TO REMAIN. SWALE AND PERIMETER WALL 13 TO REMAIN.
o PROTECT IN PLACE. PROTECT IN PLACE.
39
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CONSTRUCTION LEGEND
OEXISTING MASONRY BLOCK WALL.PROTECT IN PLACE.
OCOBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-4.
CITY SIDEWALK PER CIVIL ENGINEER'S PLANS.
STREET LIGHT PER CITY ENGINEER'S PLANS.
QTRAIL ENTRY PILASTER LOCATION PER CIVIL ENGINEER'S PLANS.SEE CITY
SPECIFICATIONS FOR TYPE AND CONSTRUCTION DETAIL
OLANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY.
SEE DETAIL B(CITY STANDARD 542-A),SHEET L-4
A-36"
B-24"
0-18"
spa
7 ACCESSIBILITY RAMP PER STREET IMPROVEMENT PLANS. 14 Um 4� �
8 PROPOSED D.G.MULTI-PURPOSE TRAIL PER CIVIL ENGINEER'S PLANS.
SEE DETAIL D(CITY STANDARD 1001),SHEET L-4,PROVIDED FOR REFERENCE ONLY. .01
ig a re
O CURB AND GUTTER PER CIVIL ENGINEER'S PLANS.
ata a�Q
10 6"CONCRETE HEADER.SEE DETAIL C(CITY STANDARD 534),SHEET L-4
OF CAL
t 1 PROPOSED ASPHALT BIKE TRAIL PER CIVIL ENGINEER'S PLANS.
12 TRAIL GATE AND STEP THROUGH PER CITY STANDARD PLANS.REFER TO CIVIL
ENGINEER'S PLANS.
13 TRAIL SIGNAGE PER CIVIL ENGINEERS PLANS.
14 TUBULAR STEEL FENCE PER CIVIL ENGINEER'S PLANS.
CITY
15 CONCRETE DRAINAGE SWALE PER CIVIL ENGINEER'S PLANS. DESCRIPTION OF REVISION DATE APPROVED
CONTRACTORS SAFETY NOTE:
CITY OF RANCHO
CUCAMONGA
CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE
AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL SHEET KEY MAP PACIFIC FI
PROVIDE TEMPORARY FENCING A WORK LIMIT LINE,WARNING CONES, C I NLA ND EMPIRE TRAIL
BARRICADES,SECURITY PERSONAL,ETC.,A3 REQUIRED.
I I I I PHASE 1B
Underground Service Alert
CONSTRUCTION PLAN
Call: TOLL FREE APPROVED BY:
CITY ENGINEER
G
PLAN CROSS REFERENCES ` i RCENo. 24593
1 -800 DR ARC�HIos RRA DESIGN GROUP
FOR NOTES AND LEGENDS, SEE SHEET L-2 CAPE ARCHITECTURE
SITE PLANNING
22-4133 FOR CONSTRUCTION DETAILS, SEE SHEET L-4 10221-A TRADEMARK STREET >
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-13 MPW (9W9)4484-2800 FAX: (909CA 91730
)484.2802
L
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 ---3 OF 13
TWO WORKING DAYS BEFORE YOU DIG —
FOR CORRESPONDING PLANTING PLAN SEE H >A NO. 2 i2
S EET L-10 SCALE: 1"=20' JRC/JLP 017/l2Jp6 � L
DATE JOB NO. 0619-1 B
PROJECT Sheet No. 21of 31 }
CASE I MORTAR EVEN WITH FIAT SIDE UP
CURB CURSANDWALK TOOL MORTAR JOINTS TO ACCENT COBBLE
2% OOBBLESTONE SIDEWALK 1. VERTICAL GRADE:The following grades shall be observed:
0.-5%optimum
�� •�7
10%maximum for distances over 500 feet.
15%maximum or distances
feet of
v • • distances and f mum permitted
eat and only Inc ashes cases
vehicleort
♦` • a • ••\—•� Q access be expected.
and in extreme cases and for short
ERNEA "NCREIE BED 2. CROSS SECTION:2-4%optimum,6116 maximum in roved lac t
00 op app aeon only.
UNDERNFJI BBLESTONE
CASE 2 Lp�R PER gT 542-A gQULDER SI AND 3. DRAINAGE:Where tray giadierN exceeds 4%,water bars,splash curbs or other
(LOCATE PER PIAN 2 MIN SOB.DFFfH AT LOCP,TION PER PLAN diversionary devices may be required.Location d drainage devices to be reviewed
EDGE OF COBBLE and approved by the Trails Advisory Committee,Decomposed granite stabilizer
COBBLESTONE shall be used.Stabilizer shall be from Gall Materials,Inc.or approved equal.
CONCRETE HEADER•W RADIUS
EXPOSED EDGES AND FINISH PER PLAN 4. SIDE SLOPE CUTS and FILL:2:1 maximum;2%maximum between curb and trall.
117 POLY-FOAM 1'IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 5:1 max.turf&3:1 max shrubs/ground cover behind trail.Occasional slope
1V2�E UM EXPANSION JOINT 2'IN PLANT BED CROSSINGS) variations will be considered on a case by case basis and will require approval
by the City Engineer.
CASE —r� aha—_2r—.� er 1-- � FINISH GRADE
S. SURFACING:Tra1 surface shag(>9 stabigzed decomposed granite with 4 inch minimum
FOR COBBLESTONE base.Remove rocks and debris and grade surface smooth.Stabilized d.g.is available
Ojfl�ll
RED STONE SWALE SEE NOTE 2 from Gal Materials 909 279.1095 or roved
2 ItZ RADIUS F.S.SHALL BE BUSH WITH ( app s o(a ant Stabilizer organ c binder
c�Y shag be incorporated wi granite fines by the use d a p mil to inanre proper ration
.� �• �►�n►t► TOP OF CONCRETE HEADER d stabilizet to granite fines.For each 2"lift evenly spread the material over the area,
e,►E1r g9rade and smooth.Thoroughly water entire area to ensure that the entire depth is moist.
• •• R01 the,area with 1000-30001 d weight.Prior to use allow the finished surface
• •, , sufficient time to dry.On the side to which the water drains,buildup the compacted
COBBLESTONE .� W E CURB x e d.g,to a finished surfaced 114"Ate above concrete curb,allowing the water to
drain over concrete curb into adjacent planting area.
8. CLEARANCE:Ag trees shall maintain a 10 foot minimum clearance.Adequate si
�� 7 MIN.!r MAX RAD. •�•• ry� M3 RE-BAH CONTINUOUS � 9ht
F CURB 3 GUTTER SEE DETAIL FOR distance to be maintained at all intersections and drive approaches.Fence line shag
v 2 POC MOW CURB END CONDITION (UNLESS OTHERWISE INSTRUCTED) end 10 feet back d the B.C.R.or E.C.R.in 20 foot easements.in smaller easements,
PER CITY STO.531 determination should be made case by case.Fence line shall and 5 feet back from
ADJACENT HARDSCAPE the t d the"x at drive r
a,PCC MOW CURB UNDISTURBED NATIVE SOIL REFER TO PLAN 0p approaches.Adequate access to Lififtles(foot should side
maintained.
PER CITY STD 531 Fence line shah end 2 ted to either side d fire hydrant and 1 foot to either side d
any street light of utility pole.
AREA
COBBLESTONE 7. FLOOD and DRAINAGE CHANNEL CROSSING:Where trait must cross existing or
HARDSCAPE construction d an
.4 � � proposed drainage channels,the,continuity of the Uig shag be maintained by the
or transverse"medium broom"finish concrete Shall be used to prevent slipping(no metal
• / surfaces permittedlNatural appropriate
crossing c ossings shh as a ould be left as natural as possie,ramp way,culvert etc. ble.
SIDEWALK HARDSCAPE 8. TRAIL ENTRANCE:Trail entrances atl t»designed to provide for equestrian,
JOIN AT RIGHT ANGLES(TYP.)
3'MINI 4 W.RAD. 21'
IXISTING CURB pedestrian/hiking use and shag discourage motor vehicle and motorcycle access,except
NOTES: OR WALK
ocai Feeder Trails shag provide one or more means of unobstructed vehicular access
for service vehicles.Access locations subject to approval by the Trails Advisory
END CONDITION NOTES: Committee.Refer to standard drawings for barriers and signs.Where there is no
t.CONCRETE CLASS 520 D 250G NOTES: barrier,the tral should be
2.ROCK SIZES UNLESS OTHERWISE SPECII SHALL BE: 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULOER'3 DEPTH INTO SUB-GRADE AS posted.
BOULDERS:FNUL 3 -MIN.t'8' SHOWN.PLACE BEF�IE FORMING CONCRETE PAVINQ LANDSCAPE ARCHITECT TO APPROVE 1.PROVIDE SCORE JOINTS AT 10'-0'O.C.AND 3t8"EXPANSION JOINTS AT 20'-0'O.C. 10.CONCRETE APRONS:For drive approaches at trap entrances or at drainage crossings,
BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION 2.8"WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED concrete aprons shag be a transverse"medium broom"finish.
COBBLESTONES:MAX.4-M R.2 WITH ONE FLAT SHOE TURF.
3.ALL SPACES
SHALL HAVE TO EMBEDMENT,COBBLES SHALL HAVE M RTAR.EMBEDMENT 2112"POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS, 11.CONCRETE HEADER:Concrete header shall be 6 inch per City Standard between trap and
1.ALL SPACES BETWEEN STONES SHALL R FILLED WITH OWED)CLASS P10flTA1)t PART CEMENT TO 2-T11 PARTS SAND,2000 PSI 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. 3.CONCRETE TO BE 520C-2500 MIN. all other abutments.
PORTLAND CEMENT CONCRETE.SHALL E APPRY-PACIOOVED
IS D BY THE 4.HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS,A3 AN EDGE
S.A REMAINING
AR�A,MIN.40 S0.FT.,SHALL B£APPROVED BY THE CITY INSPECTOR PRIOR TO PROCEEDING WITH 4,90%COMPACTED SUB-GRADE 6 12 SPECIAL NOTES:Most Regional Trails follow existing or planned food control facilities
REMAINING ROCKWOflIC N TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK,AND BETWEEN ALL TURF AND N constructed by the San Bernardino County Flood Control District and Army Corps of
GROUNDCOVER AREAS. Engineers.Therefore,any construction within their rights-of-way requires review and
B.FINAL RESTING POSITION, ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. approval by those agencies and is subject to their standards and policies.
d
I.ROCKS SHALL BE SMOOTH,SHALL H DAND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. 13 Landscape areas which would otherwise drain to tial shag be required to
B.ALL COBBLE STONE AREAS SHALL HAVE B'xa'CONCRETE HEADER AS AN EDGE AT PLANTING. Landscape are d water through area drains.
9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.O.W. fl
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA pq, CITY OF RANCHO CUCAMONGA, CALIFORNIA
APPROVED BY: RIVER WASHED GRANITE STANDARD PLAN CV APPROVEDBY. STANDARD PI-M1[I rZ
N APPROVED BY CITY OF RANCHO CUCAMONGA, CALIFORNIA
BOULDER PLACEMENT STANDARD PLAIT PROVED BY:
STANDARD PIAN
COBBLESTONES 542 542-A CONCRETE HEADER TRAIL NOTES
Lli
1
CITY ENGr`;E DATE USE WTH STANDARD SPECIFICATIONS FOR PUBLIC VIORKS CONSTRUCTION CITY ENGINE �'TE USE NTTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �+ • 534 100
R.CL 24953 SHEET I OF I R C!. ` `1 SHEET I OF I R CE.NG� 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET Ij ITY ENGINEER DA USE VNTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
OF I 0_R.C.E. SHED t Of 1
D.G. MULTI-PURPOSE TRAIL
COBBLE
0 PAVING ® BOULDER BY PAVING CONCRETE HEADER DETAILCONSTSHOWN
REFERENCE TRAIL
e
ON PER CIVIL EN G EER S PLANS.
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ®
® SCALE: N.T.S.
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DESCRIPTION OF REVISION DATE PITY
APPROVED
CITY
QF RANCHO CUCAMONGA
PACIFIC INLAND EMPIRE TRAIL
PHASE 1B
CONSTRUCTION DETAILS
APPROVED BY: • , DATE V l ,V
CITY ENGINEER RCE No. 24593
GRECOE
ARCHITERRA DESIGN GROUP
DR LANDSCAPE ARCHITECTURE
SITE PLANNING
10221-A TRADEMARK STREET E
RANCHO CUCAMONGA,CA 91730 L-4 OF
DR (909)4842800 FAX: (909)4842802
13
RLA No. 2832
(Y7112106_ 0619-IB
y.o$J'�
JRGJLP DATEJOB NO.
PROJECT Sheet No. 22 of 31
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MAINLINE SHOWN IN HARDSCAPE ;� XER. REF. 11.5 � CMAINLINE SHOWN IN HARDSCAPE
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•- " ' KENYON. SEE SHEET L 6 FOR
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� �� � � � � LIMIT OF WORK �
40 SLEEVE FOR
r - LIGHTING,REFER
TO SHEET E2.2
21 WIRE SLEEVE,PER PHASE 1 0 MAINLINE NOTE: MAINLINE NOTE:
EXTEND 1114'MAINLINE AND INSTALL QUICK COUPLERS EVERY M 2"WIRE SLEEVE
PACKAGE ....� CONTRACTOR TO EXTEND 1114'MAINLINE AND INSTALL QUICK COUPLERS EVERY CONTRACTOR TO E
15Y O.C.,MAX.CONTRACTOR TO INSTALL MAIN LINE AND QU ICK COUPLERS ON 150'O.C.,MAX.CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON
4 CLARITY ONLY.
MAINLINE SLEEVE,PER NORTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC NORTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC .� I 4'MAINLINE SLEEVE
PHASE to PACKAGE x CLARITY ONLY.
ix SEE IRRIGATION MASTER PIAN SHEET L-7. SEE IRRIGATION MASTER PLAN SHEET L-7. x
o CONTRACTOR TO CONNECT f. x SEE P.O.G.'C'ENLARGEMENT
EAST SIDE IRRIGATION AT O t ' AND NOTE BELOW
EXISTING GATE VALVE. ® - EXISTING IRRIGATION NOTE:
f EXISTING IRRIGATION TO BE MODIFIED AS NEEDED POINT TO CONNECTION 'C' NOTE :
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM
► DUE TO WIDENING OF EXISTING SIDEWALK. TO A NEW 1"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR
SEE P.O.C.'l3'ENLARGEMENT ADDITIONAL INFORMATION. EXTEND NEW TYPE"K'COPPER PIPE(OR AS PER
AND NOTE UNDER SEPARATE LOCAL CODE)AND INSTALL A 1"PRESSURE REGULATOR,1-BACKFLOW
a LMD PACKAGE. t ( PREVENTER,A 1114"FLOW METER,AND A 1-MASTER VALVE AND EXTEND
® REFER TO DR.NO. Z�$.�tom' CONTROLLERB
❑ SHEET L-4. '; MAINLINE TO VALVES AS SHOWN.
IL ❑ Aoowft� STATIC PRESSURE:°
0 I BSS 4 B'7 10 SYSTEMWATER DESIGN PRESSURE: P.S.I.
P.S.I.
o ❑ ► MAXIMUM IRRIGATION DEMAND: 14 G.P.M.
► 1" 418 sq.ft. 1" 429 sq.ft.
r13$ 19 B-8 14
r.�/rfr.�r/rffr/ fffr'�r 1" 754 sq,ft, 1" 832 sq,ft.
IMI OF ORK
IRRIGATION NOTES: XER. R�1.�}-�- IRRIGATION LEGEND P.O.C. 'C' ENLARGEMENT
XERISCAPE ASSESSMENT
1. NEW WATER METER(SIZE PEA PLAN),A3 PROVIDED BY CVWD,0 REQUIRED AT ALL POINTS OF CONNECTION. THE SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. SYSTEM SUMMARY
CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, MAINLINE EXTENDING TO ' ' ' ' + MAINLINE EXTENDING REFERENCE
INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION RAINBIRD 1812-SAM PRS-5Q POP-UP-SPRAY HEAD 5' 10 30 VALVES AS SHOWN ON PLAN �, a ACROSS STREET TO
�- ♦ s EAST SIDE OF KENYON II IRRIGATION(Point Value/ POIN CLAIMED
PROCEDURES. ♦ ►�/ °� ♦ (Sheat#/RPF#)
20 30 CONTROLLER c
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED 8Y A PRESSURE REGULATOR IF REQUIRED), O RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' . ♦ �* i
igh
FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALVE. ALL * ELECTRICAL METER - E
EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS' 10 RAINBIRD 1812-SAWPRS-6VAN POP-UP-SPRAY HEAD 6' .40 30 •ENCLOSURE REFER 1. Low gallonage irrigation system.(20) 20 L-5/11.1
RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A TO LIGHTING PLAN , 2. Automatic controller.(20) 20 L-5/11.2
REPRESENTATIVE OF THE CITY. ® RAINBIRD 1812-SA%PRS-8H POP-UP-SPRAY HEAD 8' .50 30 ,,� ■
MASTER VALVE �
3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN ACOAST GUARD SHACK CGS-2 ENCLOSURE,AND SHALL BE V RAINBIRD 1812-SA%PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 FLOW METER EXISTING 12"WATER 3. Deserted to water pants by 10 L-5/11.3
INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. + • watering needs.(10) -
RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 REDUCED PRESSURE + M ' ♦ MAINLINE
4. THIS DESIGN 13 DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION V ' ♦ 4. Soil moisture sensors.(10)
ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER BACKFLOW DEVICE \_
SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES. RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 ♦ ♦♦♦ HOT TAP PER 5. Rain sensors.(5) 5 L-5111.4
PRESSURE REGULATOR � ♦ CVWD STD. 123
5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT + RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 BALL VALVE
• • ' ' •� 8. Wind sensors.(5)
OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. NEW 1"WATER METER 7. Sensitive to slope factors.(5) 5 L-5/11.5
� RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 W/2"SERVICE PER CVWD
8. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES,AND - _
SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID Q RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 STANDARDS 101 AND 102 8. Reclaimed or recycled water.(5)
UNDERGROUND FACILITIES. � S APS
7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 Total Points Claimed: 60 gyp/ yCru W7@ x'90
OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE CONTROLLER 'C' y
COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. �' RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 (Minimum Points Required: 60)
r � �
8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES ETC.)INTERFERE WITH THE SPRAY PATTERN OF RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30 31 a n+
THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRi T10N CONTRACTOR SHALL FIELD ADJUST THEigna
SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE NOTES: C,1 14 rC,3 14 * X31,08
OBSTRUCTION$O AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO 1 848 sq ft 1 731 sq.ft. - Q
a I
CITY. PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES .
s'�T ata OQa�
9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL
VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL C_2 2 C-4 14 0
TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. EQUIPMENT
10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TUNAND 2 INCHES OF WATER PER 32 i sq ft. 1" 483 sq.ft.
WEEK(GROUND COVERWAUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEE THE HOURS OF 9:00 P.M.TO 5:00 Ml DOMESTIC WATER METERS PER CUCAMONGA VALLEY 1"
WATER DISTRICT,SIZE PER PLAN.
A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
11. THE SYSTEM 13 DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE WATTS FBV-3 LINE-SIZE BALL VALVE
MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION OONTRACTOR SHALL VERIFY THE AVAILABLE
WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE WILKENS 500 SERIES PRESSURE REGULATOR
ATTENTION OF THE CITY. VALVE SIZING KEY 3 MARIOUS 8605100
12.. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-12-LR wrTP-1,TP-110 AND LR/RR DOME INSTALLED WITHIN A MYERS FEBCO 825-Y REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST
MEUG44-1 BOX AND A SEPARATE METERED ENCLOSURE MPS-A18-10K.ANTENNA PORT INSTALLATION TO BE PROVIDED BY GUARD SHACK ENCLOSURE MODE CGS-2. SIZE PER PLAN. DESCRIPTION OF REVISION DATE CITY
1.256 1 114"FLOW METER APPROVED
THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE CALSENSE FM-
OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE.ACTUAL LOCATION OF THE ENCLOSURE TO BE A3 DIRECTED BY A ® VALVE# C-1 100-GPM
REPRESENTATIVE OF THE CITY. SUPERIOR 3100 SERIES NORMALLY OPEN MASTER VALVE ,� *--ZONE SQUARE CITY RANCHO. CUCAMONGA
13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE ® VALVE SIZE 3/4 490 sq.fK+ FOOTAGE
POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,
COORDINATED AND PAID FOR BY THE DEVELOPER. CALSENSE ET2000-1&L R/RN1TP1-TP1 10 EXISTING 18-STATION ELECTRIC CONTROLLER UNDER SEPARATE
LMD PACKAGE,REFER TO DR.NO.,T04j SHEET b*Xllo 32
14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE XER. REF. 11.2 CALSENSE ET2000-18-LRIRR1 TP1-TP110 18-STATION ELECTRIC CONTROLLER,INSTALL WITHIN SHEET KEY MAP PACIFIC INLAND EMPIRE T R A I L
DESIGNATED ON THE PLANS. A MYERS MEUG46-1 BOX PER ELECTRICAL PLAN.
15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 114' XER. REF. IL� *� MYERS MEUG46-1 METER ENCLOSURE,REFER TO ELECTRICAL PLAN,SEE SHEET E2.1 &E2.2.
PHASE 1B
ABOVE FINISHED GRADE. �f t I 11 1 1
® RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
SEE PRS-D NOTE BELOW I I r
® RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,150' O.C.MAX IRRIGATION PLAN
Underground Service Alert ® w r APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" ,
g APPROVED BY: DATE://A/
APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' PLAN CROSS REFERENCES CITY ENGINEER RCE No. 24593
Call: TOLL FREE ___=_: APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, T E
UNLESS OTHERWISE NOTED ARCHITERRA DESIGN GROUP
FOR NOTES AND LEGENDS, SEE THIS SHEET DR LANDSCAPE ARCHITECTURE (hp -
�- FOR IRRIGATION DETAILS, SEE SHEET L-8 SITE PLANNING
1 800 PRESSURE REGULATOR MODULE 1PRS-D NOT 10221-A TRADEMARK STREET 5 E
1� CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS NECESSARY TO ALLOW FOR SPECIFICATIONS, SEE SHEET L-12 RANCHO CUCAMONGA,CA 91730 L'S OF
422®4133 SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 DR (949)48400 28FAX: (909)484-2802 13
FOR CORRESPONDING IRRIGATION MASTER PLAN, SEE SHEET L-7 RLA No. 2832
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-9 SCALE: 1"=20' JRC/JLP DATE 07/12/06 JoBNo. 0619-IB yys� •*"
PROJECT Sheet No. 23 of 31
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OUTSIDE OF WALK AND COBBLE. TYP XER. REF. 11.3 __--
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rr�rrr rrrrrrrrrrrfrrr�yrrrrrrrrrrirr�rrrrr.�r.�rr,,rrfrrfirrrrrrrrrrrrrrrrrr ;
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y� y: LANDSCAPE PLAN DESIGNED BY
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/rrrrrrrrrr,,r1.rrr�rr ,frrfrrrrrrr,�frrrrrrrrrfrrrr�rrrirrrrrrrrrrrrr rrrrrrrrrr{r trrrrrrrrrrrr...�rrrrrrrrrrrrrrrrrrfrr,�rrirrrrrfrrrrrrr r ♦ BO LE ENGINEERING FOR
xxx YYx xxxx ,
4"MAINLINE SLEEVE rrrrrrrrrrrrr+ ADDITfONAL INFORMATION.
SEE P.O.C.'C ENLARGEMENT - MAINLINE NOTE: LIMIT OF WORK _ _
i ® r i i Yi:.&_..
AND NOTE,SHEET L-5 CONTRACTOR TO EXTEND 1114"MAINLINE AND INSTALL QUICK COUPLERS EVERY
150'O.C.,MAX.CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON ' MAINLINE NOTE: $ „
NORTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC CONTRACTOR TO EXTEND 1114"MAINUNE AND INSTALL QUICK COUPLERS EVERY "
150'O.C.,MAX CONTRACTOR TO INSTALL MAIN LINE AND QUICK COUPLERS ON K' M
CLARITY ONLY. NORTH SIDE OF PCC BIKE TRAIL.SHOWN IN ADJACENT BIKE TRAIL FOR GRAPHIC xr ' 2"WIRE SLEEVE M
SEE IRRIGATION MASTER PLAN SHEET L-7. CLARITY ONLY. ' x
SEE IRRIGATION MASTER PLAN SHEET L-7. S 4"MAINLINE SLEEVE
li
CONTROLLER "�j" PROVIDE GATE VALVE FOR x
POINT OF CONNECTION 'D' NOTE : FURTURE IRRIGATION
t7c7N C_7 CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM CONNECTION ON THE EAST
13 TO A NEW 1"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR SIDE OF ROCHESTER
1" 220 sq ft 1" 342 sq.ft. ADDITIONAL INFORMATION. EXTEND NEW TYPE"K'COPPER PIPE(OR AS PER
LOCAL CODE)AND INSTALL A 1"PRESSURE REGULATOR, 1"BACKFLOW SEE P.O.C.'D'ENLARGEMENT
PREVENTER,A 1 U4"FLOW METER,AND A 1"MASTER VALVE AND EXTEND AND NOTE BELOW
MAINLINE TO VALVES AS SHOWN.
C-6 12 C-8 2
1 � 566 sq. 1" STATIC WATER PRESSURE: 105 P.S.I.
q 360 sq.ft. SYSTEM DESIGN PRESSURE:MAXIMUM IRRIGATION DEMAND: 16 P.S.I.
p.M.
XER. RE� F. 11.1 IRRIGATION LEGEND
SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. P•O.C. 'D' ENLARGEMENT CONTROLLER 'D'
b- RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 MAINUNE EXTENDING TO 00000, + MAINLINE EXTENDING rD-1
O RAINBIRD 1812-SAM-PRS-5H VALVES AS SHOWN ON PLAN—�� NIH ACROSS EA T S DE OF ET TO 1 348 s .ft. D�4 13
POP-UP-SPRAY HEAD 5' 20 30
♦ � tl q
RAINBIRD 1812-SAWPRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 CONTROLLER-- 1L S •• ROCHESTER FOR
q 525 3 ft,
® RAINBIRD 1812-SAM-PRS-8H
• • FUTURE IRRIGATION
ELECTRICAL METER---
81
ETER� •
POP-UP-SPRAY HEAD 8' S0 30 ENCLOSURE REFER TO D-2 16 D-5 1S
Vi RAINBIRD 1812-SA%PR3-8VAN POP-UP-SPRAY HEAD 8' 70 30 LIGHTING PLAN • i
MASTER VALVE ' .�.�• 1" 622 sq,ft. 1" 688 sq.ft.
V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30
FLOW METER �
•
• EXISTING 12"WATER
REDUCED PRESSURE M • # MAINLINE D-3 1 L3
RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 BACKFLOW DEVICE •® ' v
RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 10' .80 30 PRESSURE REGULATOR i
• HOT TAP PER 1" 632 sq ft,
s �• CVWD STD. 123
VF RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 BALL VALVE
O RAINBIRD 1812-SAWPRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 NEW 1"WATER METER
W/2'SERVICE PER CVWD SND SCAPI
RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' ,70 30 STANDARDS 101 AND 102 C.4urn 49
RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30
RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .gp 30 PRESSURE REGULATOR MODULE (PRS-D) NOTE:
w r�i
CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS !9
NOTES: NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH * 7-31-0
I. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO VALVE.
PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES. � ata
EQUIPMENT
OF CIN
DOMESTIC WATER METERS PER CUCAMONGA VALLEY
WATER DISTRICT,SIZE PER PLAN.
►eI WATTS FBV-3 LINE-SIZE BALL VALVE
WILKENS 500 SERIES PRESSURE REGULATOR VALVE SIZING KEY
® FEBCO 825-Y REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST � 101.45 1?6Fv1S101v$
GUARD SHACK ENCLOSURE MODEL#CGS-2. SIZE PER PLAN. VALVE# C-1 10•—GPM DESCRIPTION OF REVISION CITY
CALSENSE FM-1.25B 1 1/4"FLOW METER DACE
VALVE SIZE �� ZONE SQUARE AppxovED
SUPERIOR 3100 SERIES 3/4 490 sq.ft.�--FOOTAGE
NORMALLY OPEN MASTER VALVE
CITY RANCHO
CALSENSE ET2000-18-L.R/RR1TP1-TP110 EXLSTING 16-STATION ELECTRIC CONTROLLER UNDER SEPARATE� LMS PACKAGE,REFER TO TRR. LL ' STALL T 6i9.11 37 ® SHEET KEY MAP
XER. REF. Il.2 �LJ CALSENSE ET2000.18-LA/RR1TP1-TP110 16-STATfONELECTRIC CONTROLLER,
A MYERS MEUG46-1 BOX PER ELECTRICAL PLLAN.ITHIN PACIFIC INLAND EMPIRE TRAIL
XER. REF. 11.5 '�� MYERS MEUG46-1 METER ENCLOSURE,REFER TO ELECTRICAL PLAN,SEE SHEET E2.1 &E2.2.
I l 1 PHASE _1B
RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN I T
Underground Service Alert RAINBIRD 33DNP SEE PRS-D NOTE BELOW
� NON-POTABLE QUICK COUPLER VALVE, 150' O.C. MAX.
APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN, MIN.COVER 18"
IRRIGATION PLAN
Call: TOLL FREE APPROVED BY: - , � �
---- - APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12' PLAN CROSS REFERENCES CITY ENG DATE. / �
(( ENGINEER �� RCE No. 24593
`t 1 -800 _-:_ APPROVED SCH.4o PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, G
FOR NOTES AND LEGENDS, ARCHITERRA DESIGN GROUP E
4
UNLESS OTHERWISE NOTED SEE SHEET L-5 DR LANDSCAPE ARCHITECTURE
422-4133 FOR IRRIGATION DETAILS, SEE SHEET L-8 E t'I/fD
SITE PLANNING
FOR SPECIFICATIONS, SEE SHEET L-12 • 10221-A TRADEMARK STREET >✓
FOR CORRESPONDING CONSTRUCTION PLAN, SFE SHEET L-3
RANCHO 8W FAX: (W CA s17ao
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION MA DR cam)4sa-2soo Fax: (sos�4x42802 L-6 of 13
MASTER PLAN, SEE SHEET L-7 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 RLA No. 2832RA TIMN07-
SCALE: 1"=20' J1ZC/JLpDATE 07/12/06 ros No. 0619-1B do
PROJECT Sheet No. 24 of 31
REFER TO ENLARGEMENT IRRIGATION PLAN,
SHEET L-5,FOR ADDITIONAL INFORMATION
MAINLINE NOTE:
CONTRACTOR TO EXTEND 1114"MAINLINE AND
INSTALL QUICK COUPLERS EVERY 150T.C.,MAX.
CONTRACTOR TO INSTALL MAINLINE AND QUICK
COUPLERS ON NORTH SIDE OF BIKE TRAIL.
IM
✓['�':�.'i"itxxxxxxx xxxx �.. �, � . , " ° � I I f f f ■ �
, s
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a Xxr • • • • �t� •/
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. - xxx x`xx a: _: ■ W
AT 1
r , T L B ETE INE ! LE I APPROXIMATELY 1138' Z
' CTA I FANCEWILLBEDETERMI E B E I 1■
■ Q
REFER TO ENLARGEMENT IRRIGATION PLAN, REFER TO ENLARGEMENT IRRIGATION PLAN, _
SHEET L-6,FOR ADDITIONAL INFORMATION SHEET L-6,FOR ADDITIONAL INFORMATION
MAINLINE NOTE: MAINLINE NOTE:
CONTRACTOR TO EXTEND IIA"MAINLINE AND CONTRACTOR TO EXTEND 1114'MAINLINE AND
�. INSTALL QUICK COUPLERS EVERY 150'O.C.,MAX. INSTALL QUICK COUPLERS EVERY 150'O.C.,MAX
= CONTRACTOR TO INSTALL MAIN LINE AND QUICK CONTRACTOR TO INSTALL MAIN LINE AND QUICK
COUPLERS ON NORTH SIDE OF BIKE TRAIL. COUPLERS ON NORTH SIDE OF BIKE TRAIL.
_ '
ac ■ I I I I I �'' ,•
Q : ' �. xxxxxx �x •
■ k x xX .
r v x x W
W ■ .. k XX%XXX
v s " �x xxxn • • .o,.
"lift M
l
c i 7.
• • LU
APPROXIMATELY ' xxxxxxxx l?J(
_ ACTUAL DISTANCE WILL BE DETERMINED BY ICK OUPLER SPA IN APPROXI TELY 84T
_ ■ ' f ' ACTUAL DIS AN E WI DETERMINTIJ BY QUICK COUPLERPA IN
Q ® REFER TO ENLARGEMENT IRRIGATION PLAN,
® SHEET L-5,FOR ADDITIONAL INFORMATION
MAINLINE NOTE:
CONTRACTOR TO EXTEND 1114"MAINLINE AND
INSTALL QUICK COUPLERS EVERY 150'O.C.,MAX. --
CONTRACTOR TO INSTALL MAIN LINE AND QUICK XER. REF. 11.1
COUPLERS ON NORTH SIDE OF BIKE TRAIL L. IRRIGATION LEGEND PRESSURE LOSS CALCULATION
SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. P,O.C" 'C' / FURTHEST QUICK COUPLER
6 RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 5' .10 30 VALVE K E N YO N WAY-WEST SIDE
O RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30
Vt RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 Water Meter: Size 1"
6_ RAINBIRD 1812-SAM-PR3-8H POP-UP-SPRAY HEAD 8' .5 80 Elevation: 1368.5
Static Pressure: High 116 Low 104
• RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 Source Of Information: CVWD-TED MUNSON
Phone Number: 909-987-2591
RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 8' .70 30 Date Of Information: 06/14/06
V RAINBIRD 1812-SAM-PRS-IOH POP-UP-SPRAY HEAD 10' .80 30 Farthest Q.C.Valve
* RAINBIRD 1812-3AM-PRS-10F POP-UP-SPRAY HEAD 10' 1.60 30 Maximum Demand: 10 G.P.M. ANO 8C APp
+ RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD 10' .80 30 Qty. Size Item PSI Loss �,,. urn W/,, 49'
a
RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 _ Water Meter 70
O RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 --�- Pressure Regulator(Fal!-Out) 2.00
_ I"_ R.P. Backflow Device 10.00 aL
gn
RAINBIRD 1812-SAM-PRS-I2VAN POP-UP-SPRAY HEAD 12' .70 30 -�_ Flow Meter .60 * -3,
_ 1 Master Valve .48to a�Q
�► RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 3 1 _ Gate Valve(s) .30 T OQ`
_ _ Main Line 7.23 0 F C N
RAINBIRD 1812 SAM PRS-15VAN POP-UP-SPRAY HEAD 15' 90 30 1141 _ 3/4" Quick Coupler 2.00
NOTES:
1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO Total System Losses: 23.31
PROVIDE 100 .COVERAGE TO REDUCE OVERTHROW ONTO WALL3 ,WALKS AND STRUCTURES.
EQUIPMENT
Total Pressure Required: 23.31
R DOMESTIC WATER METERS PER CUCAMONGA VALLEY Lowest Static Pressure Available: 104.00
WATER DISTRICT,SIZE PER PLAN. Pro-Set RVater
Pressure: 47.69ulated Pressure(if required): 71.00 I✓< 7/s�:�r.S -4?�V1%;101 S
Residual
H WATTS FBV-3 LINE-SIZE BALL VALVE DESCRIPTION OF REVISION DATE
Pressure Regulator set at 71 P.S.I.to meet the requirements of worse case irrigation "PROVED
WIL KENS 500 SERIES PRESSURE REGULATOR valve(D-7)situation, see sheet L-8 for additional irrigation valve pressure loss caics.
® FE8C0 825-Y REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST CITY OF CUCAMONGA
GUARD SHACK ENCLOSURE MODEL]CGS-2. SIZE PER PLAN.
® CALSENSE FM-1.2513 11/4'FLOW METER
SUPERIOR 3100 SERIES NORMALLY OPEN MASTER VALVE PACIFIC INLAND EMPIRE TRAIL
013 CALSENSE ET2000-1&LR/RR1TP1-TPI10 EXISTING 16-STATION ELECTRIC CQNTRQLLER UNDER SEPARATE PHASE SE 1 B
n LMD PACKAGE,REFER TO DR.N0. d SHEET irk Al/oX32,
} XER. REF. 112 �C CALSENSE ET2000-16-LR/RR1TP1-TP110 16-STATION ELECTRIC CONTROLLER,INSTALL WITHIN
Underground Service Alert A MYERS MEU048.1 BOX PER ELECTRICAL PLAN. LIGATION MASTER xER�REa-II.S ASTER PLAN
*�E MYERS MEUG48-1 METER ENCLOSURE,REFER TO ELECTRICAL PLAN,SEE SHEET E2.1&E2.2.
RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN APPROVED BY: - - DATE:
4
Call: TOLL FREE SEE PRS-D NOTE BELOW CITY ENGINEER RCE No. 24593
RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,15V O.C.MAX. PLAN CROSS REFERENCES E
G 1 -800 ARCHITERRA DESIGN GROUP ,
• _ - APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18" DR LANDSCAPE ARCHITECTURE j
22/� FOR NOTES AND LEGENDS, SEE SHEET L-5 SITE PLANNING
-4133 APPROVED SCH.4o PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" 1 10221-A TRADEMARK STREET S I I '
FOR IRRIGATION DETAILS, SEE SHEET L-8 ® RANCHO CUCAMONGA,CA 91730 L
APPROVED SCH.40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED, FOR SPECIFICATIONS, SEE SHEET L-12 DR (909)484-2800 FAX: (909)484.2W2 7 of 13
TWO WORKING DAYS BEFORE YOU DIG UNLESS OTHERWISE NOTED FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-5 and L-6 �No. 2832
SCALE: I":% too' JRC/JLP DATE 07/12106 JOB No. 0619-1B 'fid$�
-- PROJECT Sheet No. 25 of 31
ENCLOSURE MODEL PER BACKFLOW PREVENTER TO SPRINKLER-ANGLE PIPE TO POP-UP SPRAY HEAD BODY W-11 DIAMETER CLEAR
LCH PER CITY
SPECIFIED DEPTH WITH 45•ELLS SET TO 114 ABOVE FINISH
NIPPLE-TYPICAL SCH 40
IRRIGATION LEGEND ASSEMBLY o GRADE OF SOIL. STANDARD TAPER
WC MALE ADAPTOR FINISH 901!GRADE
t.-
I (`�PLACES SIGH 80 PVC UNION "SNAP-TITS'WATERPROOF AWAY FROM HEAD
f-• - - -- -- -- -.. -. CONNECTORS OR EQUAL
ROUND PLASTICUALV£BOXd PIPE SUPPORT PER CVWD WHITE �•S�^.^.LS�•`sssss, ❖..,
..- PVC NIPPLE ELECTRIC CONTROL VALVE WITH y•"❖ss❖••• .;.•s,s;.tis�<�s�;. �;.efi'•'�;:,.•.�:•:{{'•'�'s;.;.ss•
/-•'--"' -^. $TO.DWO.305. BLUE
�•:S S Ss•1'Sti ti OSL1S ss .` ss4{{. s•'•'•'` j
COVER ETCHED"IRRIGATION GATE' BRASS WYE I PRESSURE REGULATOR S�S`.`:s1h`:11':S ss''•s::: 'ti�s`.•.•.sy'�;:•'•'•'❖'�sr
CARSON OR EQUA STRAINER WITH r .b`�T.•.:sS1•.•':4 ,S:`:s`.❖,.,.•. :1,•:•'•',�A.1.1.❖.ti'.�Stib jt
1` s• ss•,❖.❖.•:b•., sS s`.s`.s s•.1. ••.`.ti:1••❖.sS•Asti.`'`,s`.`'
( U `:sL:•.�.�.s`.sY h•:.•'S�.•J.ssYJ'.ss•.9s 9`'`Sb�.s•.9 ss`•••SSSS•'•-
BD MESH I I NIPPLE PLASTIC VALVE BOX AND LOCKING ,:S•• ,ti.S1,�'.b`y.•:�:•:� .,•.'`,:ti`:�:y:�:S�:�:s.• ••,:S 1SSS•��'.�:�:•:ti:ti•:�:ti
ti $ COVER(CARSON OR EQUAL),
FINISH GRADE MONEL SCREEN RED g MARKED WITH"IRRIGATION CV'
8'THICK X 12'WIDE z
I AND ETCHED WITH CONTROLLER
PRESSURE I �-..� I CONCRETE PAD(LENGTH BLACK CONNECTIONS7R°OAII WIRE z � AND VALVE SEQUENCE
REGULATOR VARIES PER SIZE! IRRIGATION CONTROLLER8'MIN.
SEE LEGEND rE v�ro ( MANUFACTURER)SLOPE TO a
DRAIN AT MINIMUM 2% PIG TAIL EXPANSION < FINISH GRADE
BALL VALVE-111/2'LE SMALLER WITH FOR tv1At(E AND I sra Owo.Sot m PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24 LONG)
STAINLESS STEEL HANDLE MODEL NO. 1 z'I FINISH GRADE EQUA WITH PLASTIC INTEGRATED
RESILIENT WEDGE 2'OR LARGER WITH
_ UNION LOCKING LID.PLACE AT GRADE IN Y OPERATING NUT PVC SLEEVE TURF AREAS AND T ABOVE IN SIDEWALK
GATE VALVE �, ► moi;jib, �► • REQUIRED FOR PLANT BED. y�
PIPE THROUGH N 2
EPDXY COATED PIG TAM.EXPANSION
VALVE
CONCRETE PAD LOOP(MIN.24 LONG) SCH 80 PVC NIPPLE
2 FROM WATER SOURCE
NIPPLE-TYPICAL SCOTCH LOK EPDXY FILLED
(2)PLACES 3. L�(MIN.EXPANSION4'L ) (MINIMUM r LONG)
� CONNECTORS FOR ALL FLOW
as
3 90%COMPACTION Ap ARC MALE INSTALL SCOTCH LOKS SENSOR WIRE CONNECTIONS. (MN)
REQUIRED IMMEDIATELY AFTER zBLUE FLOW BRASS ANGLE SCH 80 NIPPLE.V LONG SCH 40 PVC
'-
INSTALLING METER.FLOW MET . F 14
VALVE W/UNION
WIRES T X T 90•ELL
TO MET • •+
TrUNE TO SYSTEtv13 RED CRUSHED AGGREGATE MARLEX 90•STREET ELL
r '7'
RIGID PIPE AND RELATED FITTINGS SHALL BE PER BLACK MASTER CONTROL 30 SCH 80 PVC NIPPLE
CUCAMONGA VALLEY WATER DISTRICT STANDARDS. ELBOW a VALVE wo SCH B0 PVC UNION
TYPICAL(,q PLACES MARLEX 90•ELL
CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO /I'�
CONSTRUCTION .. • 1 WRt HEk?STED
�I IAtJ QIOAW a 0" CONTROL d COMMON WIRES NON-PRESSURE
FLOW METER s r� pT DF�P�p�OF IATERAI FIITINO
m NOTES: METER SIZE MASTER ALI BOX D
1. INSTALL PFR LOCAL CODES.
�
p
- 2 EQUIPMENT TO BE INSTALLED ATA MINIMUM OF 24 FROM ANY NON-PRESSURE LATERAL LINE
� Z€_ R
STRUCTURES OR HARDSCAPING. MINIMUM DISTANCE DOWNSTREAM OF
$ 3. WHEN UNIT 13 NEXT TO A STRUCTURE(IE WALL,BUILDING,ETC.) UNINTERRUPTED PIPE(5X DIAMETER
314 WASHED CRUSHED MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. OF ROW METER SIZE) BRASS NIPPLE
AGGREGATE BASE It ORIENT UNIT PARALLEL TO STREET. MINIMUM DISTANCE UPSTREAM OF
NOTES: S SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE UNINTERRUPTED PIPE(10X SCH 80 PVC SXSXT TEE PRESSURE SUPPLY UNE NOTE'
1.PLACE INSTALL CONTROL
PRIOR A INSTALLATION OF VALVE BOX o DIAMETER OF FLOW METER SIZE) NOTES: 1.LOCATE HEAD 2"TO(r FROM WALKS,CURBS,HARDSCAPING,
2 INSTALL VALVES VALVES A MIN.OF E FROM STRUCTURES T SIDEWALKS.
0 7. VALVE
ETIC FITTINGS ARE REQUIRED FOR 8ACKFLTIONS OF DISIMILAR METALS. 1. INSTALL CONTROL VALVES A MINIMUM OF 17 FROM STRUCTURES OR HARDSCAPINa MOW STRIPS AND EDGES OF LAWN.
1 INSTAL!VALVES IN PLANT BEDS WHERE EVFA POSSIBLE NEXT TO SIDEWALKS. cv 7. VALVE PER STD.518 REQUIRED BEFORE BACKROW PREVENTER 2 USE TEFLON TAPE ON ALL MALE THREADS.
PLACE VALVE BOXAT RIGHTANGLE3 TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE 13 TOR LARGER. NOTES: 2 INSTALLVALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
S ATTACH PLASTIC VALVE IDENTIFICATION TAO WITH APPROPRIATE CONTROLLER AND 8 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE, 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPINa COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
VALVE NUMBER INSIDE VALVE BOX. 8 IFA PRESSURE REGULATOR W REQUIRED,IT SHALL TO BE INSTALLED ON 4. PLACE AQGREGATE PRIOR TO INSTALLATION OF VALVE BOX 0 4.HEAD CONNECTION AT BOTTOM INLET ONLY.
THE INLET SIDE OF BACKFLOW LOOP. 2 IN MULTIPLE FLOW METERMLV.INSTALUTIONS MAXIIAZE THE DISTANCE
9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2' FROM THE"TEE'TO EACH FLOW METER TO MINIMIZE TURBULENCE 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND cv
CITY OF RANCHO CUCAMONGA, CALIFORNIA VALVENUMBEATOWIREINSIDEVALVEBOX
APPROVED BY: CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
ISOLATIONVALVE STANDARD PLAN APPROVEDBY'
o REDUCED PRESSURE STANDARD PLAN APPROVED BY FLOW METER INSTALLATION sTAND"RDP`A" �PROVEDeY REMOTE CONTROL VALVE WITH STANDARD PLAN APPROVED BY. STAN"'-3 CTI smaller 518 W 516 SHUT-OFF VALVE&UNION 520 W POP-UP SHRUB SPRAY HEAD
� BACKFLOW PREVENTER 517_q W 539
IL CRY ENG/ pgTE USE WRH STPNDMDSPECFICATpNS FOR PUBLIC YWRKS CONSTRUCTION 55 $$ Tn !n)$
R.C.E. `4953 SHEET tLf CITY ENGPIEER DATE USE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Cl.l CRY ENGIN tL CRY ENGINEER DATE SE`ATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.cl. 24953 SHEET I OF I R.C.E. L4�3 UCL WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I CRY ENGWEER DATE USE SAH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU TION
a R.CI.
OF i24953 SHEET 7 OF I .1C
R.C4. SHEET 1 of 1
LINE SIZE GATE VALVE BACKFLOW PREVENTER FL
®_ OW METER INSTALLATION REMOTE CONTROL VALVE POP UP SHRUB HEAD
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ® SCALE: N.T.S. SCALE: N.T.S.
HARD9CAPINO(SEE NOTE 4)
STAND ALONE CONTROLLER WITH ANTENNA
30
ROUND PLASTIC VALVE BOX d AL) STRUCTURE OR TOP ENTRY EN,CL¢ESIURS
ETCHED QC'(CARSON OR EQUAL) HARDSCAPItVG I HONG BOX rti0u
gRRR DOMEANTENNA S S3 SERIES
FINISH GRAD RT LOCATED OUTSIDE OF
PPEER CII REPRES NTA NTE.N MODT�.PER PV+Ns
AT GRADE IN TURF AREAS V MIN. VERIFY DIRE�TIO PRIOR CAL N COT R
1 1 TO MOUNTING ANTENNA. COAXIAL CABLE
CALSENSE TP110 CALSENSE HARNESS
120 VOLT DUPID. 0 • LSENT� ESS SPECS.FOR MATERIAL
NONSWITLEAN EIACKFILL-SEE
ENCLOCHED.TOB£PLACE DD 90%COMPACTK)N REQUIRED
SURE TION CONTROLLER CO SIZE. Y
tq• N
33 DNP QUICK --- _ NO PEN EL Tfl AL WIRING k" �
COUPLING VALVE SHALL BE IN NT�LER
WITH MOUNT AREA. W OOMMON/CONTROL WIRES t� BEDDING AND SHADDING
P� PROVIDE 8'MIN SAND
RUBBER FINISH ' CLEAN BACKFILL SEE
STAINLESS STEEL
GRADE F4 I'M .. 3'AK� £AN '•'.'.'''
SCREW CLAMP 2%. TING__INKS ALF
_L_ A MIM/ SPECS FPR MATERIAL m .
BOE u 90%COMPACTION REQUIRED
♦1• T O
• • . • OP�.T T D IN ...:.".'...'::::.:..........:...
MINIMUM(�PLACES MINI MOF 2%. NON-PRESSURE LATERAL UNE: CONTROL WIRE SLEEVE
314 WASHED �{ �pN�
CRUSHED ' 'wMMv1pNiCONTRO!WIRES : SIZE PER PIAN INSTALL
j 40 IT FPA 9CH.40 SNAKE PIPE IN
AGGREGATE BASE %D Y; s. TRENCH ADJACENT TO PRESSURE
1 WIR I 1 STEEL ( SUPPLY LINE
,',NTS IR A�S WEEP ELL 8' cv PRESSURE SUPPLY UNE:
SCH 40 BRASS NIPPLE `�N EI� l� SCK 40/CL 315 SNAKE 31 PRESSURE SUPPLY LINE
SIGH 40 BRASS NIPPLE ALL CONN[�TIONs gHALL BE WATER TIGHT PIPE IN TRENCH SLEEVEFR SIZE TWICE PRESSURE
24 LONG "OUTDOOR TYPE'CONNECTIONS.
ENCLOSURE MOUNT CONTROL WIRES-BUNDLE 8„TYP SUPPLY LINE
AND TAPE AT lY O.C.AND
INSTALL ADJACENT TO NONPRESSURE LATERAL
PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE
NOTES: DIAMETER OF NON-PRESSURE
SCH 40 BRASS 90•ELL 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES,LOCATION LATERAL LINE
TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. e'TYP PROVIDE V MIN.OF SAND NOTES:
9Gi 80 PVC 90' SIGH 40 BRASS 90• 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAM3 DESIGN SEQUENCE OF REMOTE BEDDING AND SHADING
STREET ELL STREET ELL CONTROL VALVES. 1.ALL SLEEVES TO BE SCH 40 PVC,
3 RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST ACV ON EACH BRANCH OF THE 2 EXTEND ALL SLEEVES 12'BEYOND EDGE OF HARDSWING AT BOTH ENDS.
PRESSURE SUPPLY @4 REBAR STALE
UNE FITTING MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE 3.ROUTE SLEEVING AROUND HANDICAP RAMP$.
(24 LONG) 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE READ DOR BLACK IN COLOR.5. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120
N
PRESSURE SUPPLY UNE Q LRO/RR DOVE SPLICES ANTENNABE PORT BETWEEN BE OCATTED AND IINNSTAL ED BY CIOTE TY CONTROL VALVES.
TO NOTE: (24 MIN.TO 3bf MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION).
LOCAL RA010 LR) 5.SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER , MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.
SYSTEM PRIOi�TO ACCEPTANCE 1.PIGTAIL AND LOOP CONTROL WIRE AT 90 CHANGES IN DIRECTION.
NOTE: 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODEQ USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE.
�
8 CONTROLLER NOT TO BE CONTRA LED BY GFI OUTLET,IT I$t0 BE WIRED FIOI'. 2 PRESSURE SUPPLY UNE:2112'AND SMALLER 1W MIN.DEPTH 1. CE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX
3'AND LARGER 24 MIN.DEPTH
N
CITY OF RANCHO CUCAMONGA CALIFORNIA
APPROVEDBY: �D , APPROVED CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY CITY OF RANCHO CUCAMONGA, CALIFORNIA ° APDY�BY. CITY OF RANCHO CUCAMONGA, CALIFORNIA5TANDD ,
QUICK COUPLING VALVE CONTROLLER ASSEMBLY STANDARD PLAN PLAN
536 P, INSTALLATION - TYPE A TYPICAL TRENCHING 532 TYPICAL SLEEVING 533
GRYENGIN�ER 524
24953 OAS SE WTH STANDARD SPECFICATpNS FOR PUBLICWORKS CONSTRUCTION SHEET I Of 7
Q' R.C.E. CRY ENGINEER DATE VSE WTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION [SLI CITY ENGINEER DATE USE WTHSTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINE DATE USE WTH STANDARD SPECFKATtONSFOR PUBLIC WORKS CONSTRUCTION
R CAL 24953 SHEET I Of I R.C.E. 24953 SHEET I OF I RIT"Y. 4953 SHEET of
QUICK COUPLER VALVE NOT IN USE CONTROLLER TRENCHING DETAIL SLEEVING DETAIL
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
Water Meter: Size 1" Water Meter: Size 1" Water Meter: Size 1"
Np3Cgp�
Elevation: 1369.9 Elevation: 1368.5 Elevation: 1365.4 �o�• LJm w//� 49
Static Pressure: High 112 Low 101 Static Pressure: High 116 Low 104 Static Pressure: High 117 Low 105
Source Of information: CVWD-TED MUNSON
Source Of Information: CVWD-TED MUNSON Source Of information: CVWD-TED MUNSON �� m
Phone Number: 909-987.2591 Phone Number: 909-987-2591 Phone Number: 909-987-2591 U7
Date Of Information: 06/14/06 Date Of Information: 06/14/06 Date Of Information: 06114/06 D1 -4
I ur
Z 3 OS
�B
Remote Control Valve: &6 Remote Control Valve: C-7 at 13 PM Remote Control Valve: DD-3 � 6 `Q
Maximum Demand: 19 G.P.M. Maximum Demand: 14 G.P.M. Maximum Demand: 16 G.P.M. ata Qa
Elevation of Highest Head: 1370.5 Elevation of Highest Head: 1371.5 Elevation of Highest Head: 1365.6 T N 0 F ALNFO
C. Size Item PSI Loss !!A. Size Item PSI Loss Qty. Size Item P.S.I. Loss
1" Water Meter 2.40_ 1" Water Meter 1.00 1" Water Meter 1.40
1" Pressure Regulator(Fal!-Out) 4.00 1" Pressure Regulator(Fall-Out) 3.54 in Pressure Regulator(Fall-Out) 3.00
1" R.P. Backflow Device 9.04_ 1" R.P. Backflow Device 9.50 _ 1" R.P. Backflow Device 9.00
1114" Flow Meter 2.04 _ 1114" Flow Meter 1.08 1114" Flow Meter 1.56
1" Master Valve 78 1" Master Valve _ .48 1" Master Valve 0.67
2 1" Gate Valve(s) �_ 3 1" Gate Valve(s) ._ 2 1" Gate Valve(s) 0.20
260 1114" Main Line 2.69 1 _ 1114" Main Line 1.36 127 1114" Main Line 1.91_ DESCRIPTION OF REVISION DATE CITY
1" R.C.V.Assembly1�.9 2_ Applzovi;D
1" R.C.V.Assembly 1.14 i" R.C.V.Assembly 1.38
91 4" Lateral Line 1.28 _ 3/4" Lateral Line 75 _23 314" Lateral Line 0.33
1" Lateral Line .22 6 1" Lateral Line •09 -_ i" Lateral Line 0.23 a" O &OGA9 1114" Lateral Line .19 �_ 1114" Lateral Line .17 5 1114" Lateral Line 0.08 CITY OFRANCHOOUCAm
Fittings Loss(14%) 2.7 Fittings Loss(10%) 1.92 Fittings Loss(10%) 1.98
Elevation Change(+-) 0.00 Elevation Change(+•) Elevation Change(+-)
PACIFIC INLAND E1PIR E T RA I LTotal System Losses: 29.71 Total System Losses: 21.25
Total System Losses: 21.74
Pressure to Operate Head: 30.00 Pressure to Operate Head: 30.00 Pressure to Operate Head: 30.00 PHASE 1B
Total Pressure Required: 59.71 Total Pressure Required: 51.25 Total Pressure Required: 51.74
Lowest Static Pressure Available: 101.00 Lowest Static Pressure Available: 104.00 Lowest Static Pressure Available: 105.00
Pre-Set Regulated Pressure(if required): 79.00 Pre-Set Regulated Pressure(if required): 71.00 Pre-Set Regulated Pressure(if required): 71.00
Residual Water Pressure: 19.29 Residual Water Pressure: 19.75 Residual Water Pressure: 19.26 IRRIGATION DETAILS
City Requried Residual Water Pressure: F 15-20 City Requrled Residual Water Pressure: 1 •20 City Requried Residual Water Pressure: 1 15-20
APPROVED BY: DATr3
CITY ENGINEER �GG( RCE No. 24593
PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION G. L E
P.OARCHITERRA DESIGN GROUP l
P.O.C. 'B' / IRRIGATION VALVE O.C. 'C' / IRRIGATION VAVLE P.O.C. 'D' / IRRIGATION VALVE DR LANDSSCAPE
TEPLANNING ARCHITECTURE
10221-A TRADEMARK STREET Trim
MILLIKEN AVE-EAST SIDE KENYON WAY-WEST/EAST SIDE ROCHESTER AVE-WEST SIDE RA 2800 CUCAMONGA,
ONO ,CA 91730 _
OR t (960,484-2802 L-8 of 13
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. RLA NO. 2832 DRAWING NO.
JRC/J1.•,P DATE 07/12/06 JOB No. 0619-1 B )110 SS.L.
PROJECT Sheet No. 26 of 31
I
EXISTING LANDSCAPE NOTE: EXISTING LANDSCAPE NOTE:
EXISTING LANDSCAPE AREA BETWEEN DRAINAGE EXISTING LANDSCAPE AREA BETWEEN DRAINAGE
SWALE AND PERIMETER WALL IS TO REMAIN. SWALE AND PERIMETER WALL IS TO REMAIN.
PROTECT IN PLACE. PROTECT IN PLACE.
' LIMIT WORK
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`; _ EXISTING PLANTING NOTE: VINE NOTE
/ ;.••'•` * DASHED GRAY PLANTS TO BE REMOVED.
S-14 �` SOLID GRAY PLANTS SHALL REMAIN BUT MAY CONTRACTOR TO PLANT ALL VINES ON LMD SIDE OF WALL X I
a 13 BE ADJUSTED TO ALLOW FOR NEW WALK. VINES SHOWN ON BACK SIDE OF WALL FOR CLARITY ONLY.
RETROFIT PLANT L
T-6 XER. REF. 1.1 GEN D
REFER TO ARBORCREST LMD PLAINS TRACT # 16239
a
V 2 C3 ° SYMBOL
O i CALL-OUT BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS
o E3 TREES
T-3 Lagerstroemia indica'Muskogee' Crape Myrtle 24"Box 20'o.c. Muulti-trunk
S-17 o I
`---- I T-6 Pinus canariensis Canary Island Pine 15 gallon 25'o.c. Standard
1 SHRUBS
fff/' fi
IMI OF ORK CQ S-2 Dietes bicolor Fortnight Lily 5 gallon 4'o.c.
`? 0 S-5 Hemerocallis hybrids(evergreen) Daylily 1 gallon 2'o.c. 1/3 ea.,mix yellow,
S-14 Juniperus c.'Sea Green' Sea Green Juniper 5 gallon 5'o.c. orange,pink
S-15 Lantana montevidensis Trailing Lantana 1 gallon T o.c.
S-17 Rosmarinus o.'Tuscan Blue' Rosemary 1 gallon 6'o.c.
VINES
A V-1 Macfadyena unguis-cab Cat's Claw Vine 5 gallon 15'o.c. Train to wall
V-2 Parthenocissus tricuspidata Boston Ivy 5 gallon 15'o.c. Train to wall XERISCAPE ASSESSMENT SYSTEM SUMMARY
PLANTING NOTES : XER. R�. IAPLANTING LEGEND: I. LANDSCAPE(Point Vah�e) (REFERENCE Sh t#/Ref.l)CLAIMED
SYMBOL QTY THI3 1. Water conserving plants.(20) 20 L-9/1.1
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL-OUT BOTANIC NAME COMMON NAMESIZE SPACING COMMENTS SHEET
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND 2. Turf limited to 25%.(20) 20 L-9
RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
SPECIFICATIONS. TREES
3. Plants grouped by watering need.(10) 10 L-9/1.2
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT T-1 Chilopsis Gnarls Desert Willow 24'Box Per Plan Standard g
REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. 4. Hardscape(non-irrigated)surfaces.(10) 10 011.3
3 Min.Grow
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES, Space 5. Permeable paving.(5) - -
ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY SHRUBS
DAMAGE OF SAID UNDERGROUND FACILITIES. 6. Low-water turf varieties.(5) -
4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE 3•1 CStus'Sunset' Rockrose 5 gallon V O.C. 61 *Q C APR
7. Mulch provided in non-ground cover areas.(5) 5 L-9/1.4 �r�`
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS O 8-2 Salvia Sonoma sonomensis SS5 gallon 3'O.C. �� Yr q
W7@a 90
HAVE BEEN PROPERLY GRADED AND PREPARED A3 SPECIFIED,AND THE WORK APPROVED BY THE CITY. 133
8. Soil amendments.(5) 5 L-9/1.5
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO ® 8-3 Zauschneria califomica California fuchsia 5 gallon 3'O.C. 43 ,r
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE > ��
OF THE CITY PRIOR TO EXCAVATION. + 8-4 Leucophyllum frutescens Texas Ranger 5 gallon V o.c. 17 Total Points Claimed: 70
6. CONTRACTOR 13 RESPONSIBLE FOR ALL REPAIR$AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 0 8-5 AArctopstact (Minimum Points Required: 60)
BEYOND THE LIMIT OF WORK,THAT 13 A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- McMinn'
s d. Howard Manzanita 5 gallon 6 o.c. 13 `Q
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESSa a
OTHERWISE APPROVED BY THE CITY. O S-6 Muhlenbergfa rigens Deer Grass 5 gallon 5'o.c. 14 qT �Q►a
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY,FINAL QUANTITIES FOR PLANT Q S•7 Penstemon centranthifolius Scarlet Bugler 5 gallon 3'o.c. 22 U C AL��
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. GROUNDCOVERS
8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE SYMBOL L E G E N D
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS GC-11Erigeron karvinskianus Mexican Daisy 1 gafion 3'o.c. 13
AND DETAILS HEREON.
Yfr}Yj- GC-2REES SHRUBS
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. ,,,,,,, Myoporum parvifolium Prostrate myoporum 1 gallon 8'O.C.oc2
CALL-OUT
XER. REF. 1.5 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND VINES SYMBOL CALL-OUT
3 �.lARID►�S �� '��4�0/�/.S fir' -mob
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTL THE REQUIRED
SOIL AMENDMENTS 6'INTO THE SON.AT THE REQUIRED RATES PER 1,040 SQ.FT. APPLIES TO ALL SHUB BEDS. SIZE DESCRIPTION OF REVISION DATE CITY
4 CY.NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM V-1 Parthenocissus tricuspidate Boston Ivy 5 gallon .5'o.c. 10 a1./box
(g )
QUANTITY QUANTITY APPROVED
125 L63 GRO-POWER PLUS
XERF, 1,4 11. SHRUB BED AREAS SHALL RECEIVE 0 LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,ANO BLEND CITY OF RANCHO CUCAMONGA
INTO EDGES AT GROUNOCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING
OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S PLANT SPACING NOTE:
APPROVAL PRIOR TO PURCHASE AND PLACEMENT.
'�J3lsr: to �A-c tt�:t fp Gi,o7���'�S, .42�t�JN 3�3- rf�q• NfIt SHRUB LAYOUT As SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, SHEET KEY MAP PACIFIC INLAND J MPI R E 7'RA I L
Tt> ,ttb,Gp� fLti/ 13 riitAG .D ON-CENTER SPACING A3 SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING
liliduAND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN.
DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING PHASE 1 B
WILL EITHER BE TRIANGULAR OR LINEAR A3 INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND f rl_t i 1_I_t 1 I_L I Il
CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.
Underground Service Alert PLANTING PLAN
APPROVED BY: - • . DATE:
C3 Call: TOLL FREECITY ENGINEERCE No. 24593
PLAN CROSS REFERENCES EMIUR E
ARCHITERRA DESIGN GROUP d
TMWLANDSCAPE ARCHITECTURE
1 ®800 FOR NOTES AND LEGENDS, SEE THIS SHEET SITE PLANNING
10221-A TRADEMARK STREET EE"I
42241 ; FOR PLANTING DETAILS, SEE SHEET L-11 RANCHO CUCAMONGA,CA 91730
FOR SPECIFICATIONS, SEE SHEET L-13 TMW (909)484-2800 FAX: (909)4842802 L-9 of 13
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 RIA NO 2832
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-5
SCALE: 1"=20' JRC/JLP DATE 07/12/06 JOB No. 0619'1$ y0�� (,►
PROJECT Sheet No. 27 of 31
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x
T-1 3.2 g-1 8•2f x
3-2
3.2 8-1 S-1 3-4 3.2 3-3 V-1 I „
f
X
Y
x
}M
S-4 3-1 3.2 IM
VINE NOTE
CONTRACTOR TO PLANT ALL VINES ON LMD SIDE OF WALL
VINES SHOWN ON BACK SIDE OF WALL FOR CLARITY ONLY.
LEA. AEF.1.1PLANTING LEGEND: {
SYMBOL QTY THIS
CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET
TREES
+ T-1 Chilopsis linearis Desert Willow 24"Box Per Plan Standard 9
3'Min.Grow
SHRUBS
Space
3-1 Cistus'Sunset' Rockrose 5 gallon 4'o.c. 75
3.2 Salvia sonomensis Sonoma Sage 5 gallon 3'o,c, 113 �O um w 49
8-3 Zauschneria californica California fuchsia 5 gallon 3'o.c. 76
3-4 Leucophytlum frutescens Texas Ranger 5 gallon 5'o.c• 11 �
'Compacta' 9 r
i 3-5 Arctostaphylos d.'Howard Manzanita 5 gallon 6'o.c. 13 * 7-31 .
McMinn' ' ✓b P
Q 3-6 Muhlenbergia rigens Deer Grass 5 gallon 5'o.c. 19 Da a ��
E) 3-7 Penstemon centranthifollus Scarlet Bugler 5 gallon Y o.c. 21 '4T O F
GROUNDCOVERS SYMBOL LEGEND C
GC-1 Edgeron karvinskianus Mexican Daisy 1 gallon 3'o.c. i6 TREES SHRUBS
l�rY GC-2 Myoporum parvifoGum Prostrate myoporum 1 gallon 8,0-0. 2 CALL-OUT
SYMBOL CALL-OUT
VINES SIZE SYMBOL
(ga1./box)
A V-1 Parthenoclssus Wcuspidata Boston Ivy 5 gallon 15'o.c. QUANTITY QUANTITY DESCRIPTION OF REVISION CITY
5 DATE APPROVED
CITY- 08N RANCHO C
C
PLANT SPACING NOTE: SHEET KEY MAP PACIFIC INLAND E1�� 1 j p ]'
SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, R TRAIL
ON-CENTER SPACING AS SHOWN ON LEGEND, CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING
AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN t I I I 1 PHASE 1 B
DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING I )
WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR DETAIL LANDSCAPE ARCHITECT AND
Underground Service Alert L CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.
PLANTING PLAN
Call: TOLL FREE
APPROVED BY: //' . DATE: e' eel
C
G
PLAN CROSS REFERENCES CITY ENGINEER RCE No. 24593
( n E
1 -80® ARCHITERRA DESIGN GROUP
IFOR NOTES AND LEGENDS, SEE SHEET L-9 TMW LANDSCAPE ARCHITECTURE /
422-4133 FOR PLANTING DETAILS, SEE SHEET L-11 • � 10221-A TRADEMARSITE K STREET
RANCHO CUCAMONGA,CA 91730 iI
iEr
FOR SPECIFICATIONS, SEE SHEET L-13 TMW (9W)4.84-28W FAX: (W9)484-2802 �,.-1 Q of 13
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-6RLA NO. 2832
SCALE: 1"=20' JRC/JLP DATE 07/12/06 JOB NO. 0619-1B ?'404- L,
PROJECT Sheet No. 28 of 31
NOTES:pV E�gg
R 1. FILL CAVIRIMTHINRTO�OTBALL
SQRM DRAIN! CATCH BASIN 2 STAKES T BE PLUMB AND
UNDERGROUND STAKE TREE PERPENDICULAR
UTILITIES /� TO PREVAILING WIND.
JJtin- ` N CURB QUTTEINGA SIDEWALK EiC.NCRETE �,
W €p 4'OF COMPACTED WOOD CHIP
POLE Lu SIDEWA UTILITY l ' �
S.L. V P� ONE HALF OF SPACING MULCH.
LIMIT OF PLANTER AREA
REQUIREMENT FINISH SOIL GRADE
METER 1 d 7 TOP TI TO BE PLACED AS 17
Np v DEPRESSED WATERT BASIN.
I I w LOW A POSSIBLE ON THE TIGHTLY ODMPACTEQ. BERM TO FORM
9 CURB AND GUTTER TFl FF)CIKNGT THE 8117 TOP OF STAKES BELOW �++��
NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO
SUPPORT OR ALLOW �� SPECIES GROWTH HABIT PERMITS. E)(TEND 7 ABOVE u NOWWOOD CHIP P MM ULW4 SHOULD BE
THE HEAD TO DROP. —i MAIN TRUNK FINISH GRADE PLACED OR ALLOWED TO REMAIN d
■'
,$SETS OF CINCH T! 3 SPACED 2M OVERT Hi flOOTBALL �
aAURN ACTH NSATH LVAITIZEDE FINISH GRADE
SIDEWALK SCREWS TO I LODGE POLES.
cp I DRIVEDAPPFJOACH 1d 9 1�M' ZDH.LODGE POLE P�OLSE PIIANE STAKES
TT S AIN.
DPoVE A MINIMII�MpOF 0..INTO 7
S DI E8 OUTSDIDE ROOT BALLIT� DISTANCE EQUAL TVEW
NCE EQUAL TO THE SHOVES CUT EDGE COMPNATIVECcJTOEID
l.d ON CENTER SPACINNTER SPACING
9 9 CURB AND 4 1d id flOpTggLI OfSPC�IFIEDSHRUECIFIED SHRUB
t . i . GUTTER I I
T
TOP OF ROOTBALL 0 EXTEND 7
STRUCTURE NO T��OOMPAC�gA3ryRMM ABOVE FINISH(MADE. _ DIST E EQUAL TO THE ON CENTER
¢ — PLANT PIT TO g���TSS THE SPACING OF SPECIFIED SHRUB,
TRANSFORMER VAULT. RESIDENTIAL AND GROUND(X)VER PLANT PIT TO BE_�?j TIMES THE "^� WIDTH OF THE ROOT BALL UNLESS SPECIAL CASE A3 DESCRIBED
IN TALIATIONSg..��L�OOCggATE OUTSIDE WIDTH OF THE T BALLpNO BE IN NOTE 4.BELOW.
S TOPBE REMOVED RM PLACERF CE�OR ALLOWECH D 0 REMAIN NOTES:
NOTES: TO CITYAOCFPTANCE. OVER THE ROOT BALL
NOTE: I.PRIOR TO PUFICHASENL40ENENT OF THE MULCH,THE CONTRACTOR SHALL
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL
2 ALL TREES IN THE R.O.W.ARE SUBJECT TO UNE OF SIGHT NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2 MULCH AROUND TREES AND SHRUBS A3 PER CITY STANOARD PLANS AND BLEND
CRITERIA A3 APPROVED BY TRAFFIC ENGINEER. DROCKS GREATER THAN 3' PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS.
3 MAINTAINS FEET FROM CENTER OF TREE TO EDGE O F TR UNDERGROUND GR
2 WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR 3 MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
FACILITIES.IN ADDITION MAINTAIN 9 FROM CENTER OF TREE TO ALL UTILITY AR GLIAR IIN TURF UNDISTURBED NATIVE SOIL. SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 4.NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR
OWNED WATER d SEWER LATERAL LINES. AR AND FRONT YARDS. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES.MAINTAIN APPDXIMATELY BA FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS,
ALLOWED TO REMAIN THERE
d S FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. NATIVE BACKFILL WITH NOTES:
TNR
D EATER o 1.UNTAN MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3 SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 0
N S STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE N OF ROOT BALL DO{JOT CRACK HOOT BALL OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE
ENGINEERING DIVISION. LEGEND ARE ESTIMATES ONLY. c
Q STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NATIVE SOIL UNDISTURBED D 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
STANDARD 1'lAN3o SPECIFIEDABOVE,LENGTHEN THE SPACING PARALLEL TO
SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR.
m
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA
APPROVED BY: O' .APPROVED BY:
GTANa�°°`�' DOUBLE STAKED TREE STANDARD APPRDVEDBY � � CITY OF RANCHO CUCAMONGA, CALIFORNIA
BTANDAItD PLAN APPRO VE°BY: SHRUB AND GROUND COVER STANDARD P1.P11 APPROVED BY: 51.ANDARD PLN/
TREE PLACEMENT W CONTAINER PLANTING 506 SPACING 508 MULCH INSTALLATION 509
501 5 GAL -24" BOX 502
[$U CRYENGINEER DATE USE NrtTHSTANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITYENGINE�� DATE USE MTHSTANDARDSPECFICATIONS FOR PUBLIC WORKS CONSTRUCTION �j CITYENGHJE�t DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC'MRKSCONSTRUCTION CITY ENGINE��
R C.E. 24953 SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF 1 R.C.C. 24953 SHEET 1 OF 1 24953 DATE USE WITH STANCV+RD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1I DI
CITY ENGw�R DATE USE`MIH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Q' R C.E. R.C.E. 24953 SHEET 1 OF 1
0 TREE PLACEMENT TREE PLANTING SHRUB PLANTING SHRUB SPACING MULCH LAYER
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
tioSCAPr
?moo a 14 urn W4 4
uT --
7 1
e a
n
t� a•
qr
OF CN
DESCRIPTION OF REVISION DATE "PROVED
YED
CITY OF RANCHO CUCAMONGA
PACIFIC INLAND EMPIRE TRAIL
PHASE JB
PLANTING DETAILS
APPROVED BY: • - DATE:///e0/0e
CITY ENGINEER RCE No. 24593
G E
ARCHITERRA DESIGN GROUP
DR LANDSCAPE ARCHITECTURE l
SITE PLANNING
10221-A TRADEMARK STREET
RANCHO CUCAMONGA,CA 91730
DR (909)4842800 FAX: (909)4842802 L-1 1 of 13
RIA NO. 2832
JRC/JLP DATE
02/12106 . JOB NO. 0619-1B
PROJECT Sheet No. 29 of 31
SPRINKLER IRRIGATION SPECIFICATIONS ,- I - .
2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1 Ae x 16"x 11'rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies d coverage due to deviations from the Drawings,or
a. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson industries# pressure test all piping under paving prior to the paving work. where the system has been et o dy installed as indicated on the
PART t.GENERAL 3. The chart shall show the area controlled by the automatic controller f. Date d extrusion 1419-12B with green bot-down cover or approved equal. Drawings when itis obviously inadequate,without bringing n is to
and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention d the City of Rancho Cucamonga This test shah be
1.01 DESCRIPTION S. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks aocomprished before any ground cover is planted.
4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson industries No.910-12B and/or concrete is necessary,lt shall be done and replaced by the
A. Scope d Work: Provide all tabor,materials,transportation,and services However,in the event the controller sequence is not Legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. U n completion lotion of each
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,k shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: Upon p phase of work,the entire system shall be
sidewalks and/or concrete shag be obtained from the City of Rancho tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete ?`
1. Non-pressure buried lateral line piping shall be PVC Schedule 40 paving. 3.07 MAINTENANCE
B. Standards: AN work and materials shall comply with governing codes,safety 3. The chart shag be a black fine or bluefine ozafid print and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be d the same size,type,and deliver the %
orders,standards,and regulations,and meet the minimum requirements of color shay be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shay be under full automatic operation for a
the Standard Specifications For Public Works Construction(Green Book)latest 2. Non pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven(7)days prior to any planting.
edition. 9. When completed and approved,the chart shag be hermetically PVC Schedule 40 with solvent welted joints. in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20
1.02 QUALITY ASSURANCE&REQUIREMENTS mils. 3. Pipe shag D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive a shorten the be made from NSF approved,Type I,Grade II PVC 2. Spray heads shall have a screw adjustment.
A. Permits and Fees: The Contractor shalloperation period
compound conforming to ASTM resin specification D1784. AN pipe - 1. Routing of sprinkler irrigation lines as indicated on the Drawings is
obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shag be fabricated in accordance with the details shown diagrammatic. install Ones(and various assembfies)in such a 3.08 CLEAN UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawtn s.
9 manner as to conform with the details in the Drawings. .
Clean-up shag be made as each portion of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings 0. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this sedan(2.01 B),all 4. Riser nipples for all sprinkler heads shag be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral One i and fittings shall be shall be removed from the site,all walks and paving shall be bloomed or washed
p p g riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work d others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as i
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01 B of the Specifications. 3. All sprinkler heads d the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective original condition.
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and specific items required to complete work,perform such work in
accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City d Rancho
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral fines Rancho Cucamonga Cucamonga al time of fin
provisions shall be carried out b the Contractor. An g pacification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved squat. ng al observation. Any items deemed not acceptable by
p y Octwith
contained in and material item including names and addresses of conforming to Federal S the City of Rancho Cucamonga shag be reworked to the complete satisfaction
these Specifications shall not be construed to confwith any of the above manufactures local representatives.
rules, regulations,or requirements of the same.However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shag be red brass conforming to Federal Specification#WW P. Vandal Resistant Controller Enclosure:
Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460• - 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and d the City of Rancho Cucamonga moisture before installation. Installation and solvent welding
methods shall be as recommended by the pipe and fitting B. The Contracts shall show evidence to the City of Rancho Cucamonga that the
construction abetter quality,higher standard,or larger size than is c. Guarantee statement. 1. Controller enclosure shall to of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment t t
required by the above rules and regutattons,the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and enclosure
11 be sheet.
required before final site observation can occur.
Specifications and Drawings shall take precedence. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal
1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. in addition to the above mentioned maintenance manuals,provide
the City's maintenance personnel with instructions for major provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light
2. Fittings: wrought copper,solder joint type. terminal strip.
1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho
connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver, 15%oopper, 3. A 117 volt duplex box shag be provided with an On1Dff switch,and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16%zinc,24°A cadmium,solidus at 1125°F,and fiquidus al F. 117 volt receptacle. Metal conduit shag run from the 117 volt supply 1145°F
affecting all of his work and plan his work accordingly,furnished to the controller housing. AN power within the housing shall be E. line Clearance: .-'
such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateYalves: properly phased.
1. Pre-Job Conference-7 days
Drawings are generally diagrammatic and indicative of the work to be
1. All lines shall have a minimum clearance of six(6)inches from each 2. Pressure supply line installation-24 hours
installed. The work shah be installed in such a manner as to avoid 1. Supply as a part d this contract the following tools: 1. Bag Valves(1 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12)inches from Tines of o?her trades,with the
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring(station valves,master exception of the control wire sleeve(s)which shall be installed 3. Lateral One and sprinkler installation-24 hours
features. a Two(2)sets of special tools required for removing, a. Ball valves shall be a 128 Ib SWP bronze valve with threaded valve,common,central control).
disassembling and adjusting each type of sprinkler and valve ) adjacent to pressure supply line. Parallel tines shah not be installed
ends and shall be equipped with a stainless steel handle.
2. AN work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T-585.70-69 ora roved equal. directly over one another. 4. Automatic controller installation-24 hours
furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. q Q. Miscellaneous irrigation Equipment:
c. All Ball valves shag be installed per detail. F. Automatic Controller Assembly: 3. Control wire installation-24 hours
specifications. c. Two(2)keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous
d. One(1)quick coupler key and matching hose swivel for 2. Resifient Wedge Gate Valve(2"and larger) irrigation equipment.3. The Contractor shag not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick kJ ori .p 1. Instal as per manufacturer's instructions. Remote control valves shall S. Pressure supply line and lateral line testing-48 hours
be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed.
obstructions, ale differences,or discrepancies in area dimensions a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shag be as specified or Drawings.
p equipped with a 2"operating nut. g 7. Coverage test-48 hours
2. The above mentioned approved equal.
exist that might not have been considered in engineering. Such equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No.403 RT-RW as q
obstructions or differences should be brought to the attention d the the conclusion d the project. More final observation can occur, Q. High Voltage Wiring for Automatic Controller: 8. Final observation-7 days
evidence that the C' supplied by Watts or approved equal. PART 3•EXECUTION
City of Rancho Cucarrlonga. In the event this notification is not City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. •
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 1. 120 volt power connection to the automatic controller shag be B. When observations have been conducted other than the City of Rancho
revision necessary. 3.01 OBSERVATION OF SITE CONDITIONS provided by the Contractor. Cucamonga,show evidence in writing of when and by whom these
Q. Quick Coupling Valves: observations were made.
1.04 PRODUCT DELIVERY,STORAGE AND HANDLING A. All scaled dimensions are approximate. The Contractor shall check and vert
1.03 SUBMITTALS I. Quick coupling valves shah have a brass,two-piece body designed for verity 2. Ag electrical work shad conform to local codes,ordinances,and union
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise all size dimensions and receive approval from the City of Rancho Cucamonga authorities havi "
A. Material list: care in handling,loading,unloading,and storing PVC a and fittings, AN working pressure of 150 P.S.I. prior to proceeding with work under this Section. n9 jurisdiction. C. co site observations will commence without"As-Buie record drawings. The
9, 9. 9. n9 pipe n9
contractor shah not call for a site visit without As-Built"record drawings,
PVC pipe shag be transported in a vehicle which allows the lengb)of pipe to 2. Quick coupling valve shad be operable with a quick coupler key. Key H. Remote Control Valves: without completing previously noted corrections,or without preparing the
1. The Contractor shag furnish the articles,equipment,materials,or lie flat so as not to subject lt to under bend' or a concentrated external load B. Exercise extreme care in excavating and working near existing utilities. The
� p � size and type shay be as shown on the Drawings. g � system for said visit.
processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be Contractor shag be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow
substitution will be allowed without prior written approval by the discarded,and d installed,shall be replaced with new piping. H. Backflow Prevention Units: his operations or neglect. Check existing utilities drawings for existing utility at least twelve(12)inches between adjacent valve boxes. Install each
City of Rancho Cucamonga.
locations. remote control valve in a separate valve box.
1.05 SUBSTITUTIONS
2. Complete material list shall be submitted prior to performing any nit 1. Backflow prevention unit
shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be I. Rushing of System:
irrigation drawings. Install s backflow prevention units in accordance
work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the no interference with utilities or other construction or difficulty in planting
with the Drawings. trees,shrubs,and ground and description of ad materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do g un d covers. 1. After all new sprinkler pipe lines and risers are in place and
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units mall have a bronzed connected,all necessary diversion work has been completed,and
D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be
is a guide to proper submittal format: for approval: screwed boy with 60 mesh morel screen and shall be similar to Bailey
safety proceed before starting work on the irrigation system.
#1008 or approved equal. opened and full head of water used to flush out the system..
Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution.
Use a separate sheet d paper for each item to be submitted. 3. All pressure main One piping between the point of connection and 3.02 PREPARATION 2. Sprinkler heads shag be installed only after flushing d the system
1 Backflow Preventer Febco 825 Y-BV the backflow preventer shall be installed as required by Local code. has been accomplished to the complete satisfaction of the city of
2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verity with the local governing body as to A Physical layout: Rancho Cucamonga.
2 Automatic Controller Calsense ETI-24-0R charts for each item to be substituted. material type and installation procedures prior to start of
construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shag size stake out all pressure J. Sprinkler Heads:
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings d the substituted item is supply Ones,routing and location of sprinkler heads.
approved. I. Check Valves: 1. install the sprinkler heads as designated on the Drawings. Sprinkler
4 Etc. Etc. Etc. 2. All layout shall be approved b the Ci of Rancho Cucamonga heads to be installed in this work shall be
B. The C' d Rancho Cucamonga shall have the sole res y City g prior equivalent in all respects
�y g responsibility in accepting 1. Swing check valves 2"and smatter shall be 200 pound W.O.Q.bronze to installation. to those itemized. i.
Irrigation submittal must be specific and complete. AN items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable oom scion,neoprene,
fisted and should include solvent,primer,wire,oonnectors,valve, materials listed on the Drawings and Specifications. eP SnWW --rubber disc
boxes,etc. No copies d manufacturer's literature(catalog cuts are and shag meet or exceed Federal Specification WW-V--51D,Class A, B. Water Supply: 2. Spacing of heads shah not exceed the maximum indicated on the ,
Type IV. Drawings. In no case shall the spacing exceed the maximum
required as submittal information. 1.08 GUARANTEE 1. The irrigation system shall be connected to water supply point(s)of recommended by the manufacturer. .
2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings.
3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shad be made in accordance with the F.I.P.thread inlet and outlet. Internal parts shag be stainless steel 3.04 TEMPORARY REPAIRS
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of and neoprene. Anti-drain valve shall be field adjustable against 2. Connections shall be made at the approximate locations)shown on
may be required to remove such materials from the site at his own these Specifications shad be filed with the City prior to acceptance of the drawout from 5 to 40 feeof head. Antl-drain valve shall be similar to the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary
'ADV* t 9 9 p cry repairs as necessary to keep the
expense. irrigation system.
the Valow ADV or approved equal. caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the
City shag not relieve the Contractor of his responsibilities under the terms of the
4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein specified.
product or products apparently meet the requirements d the maintenance manual.
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES
samples submitted. C. The guarantee form shag be re-typed onto the Contractor's letterhead and controllers and the electric control valves shag be made with direct made to electrical point(s)of connection as indicated on the
shag contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shag use all
5. Manufacturer's warranties shag not relieve the Contractor of his control wire conduit within structure shag be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shag be a different color wire for each 2. Connections shall be made at the approximate location(s)shown on (2)inch and larger roots occur shall be done by hand. AN roots two(2)inches and
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit,shaN be tunneled
B. RECORD DRAWINGS:
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Instal in accordance with by actual site conditions. under and shag be heavily wrapped with burlap to prevent scarring or excessive
free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart. in no case shall drying. Where a ditching machine is run close to trees having roots smaller than two
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION (2)inches in diameter,the wall of the trench adjacent to the tree shag be hand
1. The Contractor shag provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall
f.
set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Wiring shag occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. closed within twenty-four(24)hours;and where this is not possible,the side of the
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects al no additional costs to the City. We shag make such 1. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas.
purpose may be obtained from the Cityof Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shag follow nt d N4 gC A p�
This set of drawings shag be kept on the site and shad be used only receipt of written notice. 1n the eveour failure to make such repairs or be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings and as noted. 3.09 FIELD QUALITY CONTROL V
as a record set. replacements within a reasonable time after receipt of written notice from the City,we - 4
�`�/ - w�aa 9n
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shalt be provided within three(3)feet of each 2. Provide for aminimum of twenty-four(24)inches cover for all A. Adjustment of the System: a y{
2. The Contractor shag make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. Lu caw A
drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case d 1. The Contractor shall flush and adjust all sprinkler heads for c3
work as actually installed. For example,should a piece of equipment PROJECT: 7
be installed in a location that does not match the pian,the Contractor repair,the valve bonnet may be brought to the surface without 3. Provide for aminimum of twenty-four(24)inches Dover for all optimum performance and to prevent overspray onto walks, fit v
diseonneding the control wires. Control wires shall be laid loosely pressure supply Ones d three(3)inches or larger in diameter, roadways,and buildings as much as possible. * 7 ,
must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors
manner so as to match the original symbols as indicated .
irrigation legend. The relocated equipment and dimensions -31 the 4. Provide for a minimum d P
the
will SIGNED: eighteen(18)inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will ate �-5. All splices shall be made with Sootch-Lok#3576 Connector Sealing supply Ones d two and one had(2112")inches or smaller provide proper and more adequate coverage,the Contractor shag
then be transferred to the original record drawing pian at the proper Packs,Rainbird Snap-Tito wire connedors.,or approved equal. Make make such adjustments prior to 1tAdjustments r OQ`
time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum d twelve(12)inches for all non-pressure include changes in nozzle sizes and degrees of arc required. 0 F C PNI
lines.
3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 9. Field splices between the automatic controller and eledric control
all information from the"record drawing'prints to a sepia mylar or valves will not be allowed without prior approval of the City of 9. Provide for a minimum cover d eighteen(18)inches for ad control 3. Lowering raised sprinkler heads by the Contractor shall be
similar myiar material. Arrangements shall be made through the city PART 2.DRODUCTs
for obtaining said sepia mylar or similar mylar material. All work Rancho Cucamonga. wining. accomplished within ten(10)days after notification by the City.
shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets 4. AN sprinkler heads shag be set perpendicular to finished grades
technical pen made expressly for use on mylar material. Such pen susceptible to traffic bads. unless otherwise designated on the Drawings.
shall be similar to those manufactured by Rapidograph, Kueffel d A. General: Use only new materials of brands and types noted on drawings, 1. Automatic oontrotfer(s)shall be of size and type shown on the
Esser,or Faber Castell. The dimensions shag be made as to be easily specked herein,or approved equals. Drawings. B. Backfilling: 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
readable even on the final controller chart(see Section Q. The specification so that each lateral operates at design pressure.
original mylar"record drawing'plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controlter(s)shag be approved by the City 1. The trenches shag not be backfilled until all required tests are DESCRIPTION OF REVISION DATE CITY
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga performed. Trenches shag be carefully backfilled with the excavated B. Testing d irrigation System: APPROVED
controller chart. 1. Pressure main fine piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,foam,sandy
315' g power clay,sand,or other approved materials,free from large clods of earth 1. The Contractor shall re
3. Unless otherwise noted on the Drawings,the rni volt electrical quest the presence d the City te Rancho OF RCUCAMONGA
4. The Contractor shay dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shah be mechanically compacted in landscaped Cucamonga in writing al Least 4s hours in advance of testing.
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shag be made from an NSF approved Type 1,Garde 1, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed sol in planting
tntersedions,etc.,the location of the following items: PVC compound conforming to ASTM resin specification 01784. AN areas. Backfill will conform to adjacent grades without dips,sunken 2. Test all pressure lines under hydrostatic pressure of 150 pounds per
pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: areas,humps or other surface irregularities. square inch and prove watertight. PACIFIC INLAND a Connection to existing water tines. 22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld N AND �1r,L PI R� TRAIL
b. Connection to existing electrical power. Pipe)• 1. All electric control valves shah be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. Note: Testing of pressure main lines shall occur prior to D
c. Gate valves. the Drawings. No foreign matter larger than one-had(I t2)inch in size will be installation of the electric control valves. PHASE 1 J�
d.Routing of sprinkler pressure Ones(dimension max.100' 3. Pressure main fine piping for sizes I-12'and smaller shag be PVC permitted in the initial backfill.
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shad have a manual flow adjustment. 3. AN piping under paved areas shag be tested under hydrostatic
a. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City pressure of 150 pounds per square inch and proven watertight prior
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and instal one control valve box for each electric control of Rancho Cucamonga to paving.
g. Quick coupling valves. PVC compound conforming to ASTM resin specification 01785. At valve. IRRIGATION SPECIFICATIONS
h. Stub-outs for future connections. pipe must meet requirements as set forth in Federal Specification PS 4. If settlement occurs and subsequent adjustments in i 4. Sustain pressure in lines for not less than six 6 hours. If leaks
21-70. ora 1 pipe,valves, ( )
I. Other related equipment as directed by the City of Rancho M. Control Valve Boxes: sprinkler heads,fawn,planting,or other construction are necessary, develop,replace joints and repeat test until entire system is proven
Cucamonga the Contractor shag make all required adjustments without cost to the watertight. APPROVED BY: - DATE:el ap Jb
S. PVC solvent weld fittings shall be Schedule 40,11-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson industries city CITY ENGINEER
5. On or before the date d the final field observation,the Contractor conforming to ASTM test procedure D2468. #910.128 with green bolt-down cover or approved equal. Extension 5. AN hydrostatic tests shag be made only in the presence of the �fi�i • RCE No. 24593
shall deliver the corrected and completed sepias to the City of sleeve shag be PVC with minimum size of six(6)inches. C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga No pipe shah MIGN " -A
Rancho Cucamonga Delivery of the sepias will not relieve the 9. Solvent cement and primer for PVC solvent-weld pipe clod fittings I be backfilled until it has been observed,tested,and approved in ARCNITERRA DESIGN GROUP / 11 E
Contractor of the responsibility d . Use 9.112"x 16
furnishing required information shall be of type and installation methods prescribed by the 2 'x 11"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or writing' JLP LANDSCAPE ARCHITECTURE
QMM
that may be omitted from the prints. manufacturer. Carson Industries#1419-128 with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four SITE PLANNING --- -I
iialo-
equal. (4)inches below the pipe and six (6)inches above the pipe)and 9. Furnish necessary force pump and all other test equipment. 10221-A TRADEMARK STREET
C. Controller Charts: 7. AN PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical I RANCHO CUCAMONGA,CA 91730
3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shad be compacted to equal 7. When the irrigation system is completed,perform a coverage test in L-1 Z
1. As-buids drawings shag be approved by the City of Rancho a. Manufacturer's name JLP ( )` 2800 FAX: (909)484-2802 i
coupling valves. Carson industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shah be the presence of the City of Rancho Cucamonga to determine if the OFA!r
Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish RLA NO. M2
C. Schedule or lass all materials and perform all work required to corred any Q'7/12/� J0619-1 B d
JRC/JLP DATE OB NO. ?' %..
PROJECT Sheet No. 30 of 31
CONCRETE SPECIFICATIONS
PART i GENERAL 1.07 Guaranties: 3.06 Coordination: 8.03 Submittal:
1.01 Description A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn Weed abatement work shad be coordinated with the installation of the irrigation Prior to the installation of any weed control materials,the Landscape Contractor shag
shall be guaranteed from date of final acceptance of landscape construction system rototilling and sod amendment work,and planting. (See Weed Abatement
For concrete information refer to the Standard Specifications for Public Works for periods as follows: submit to the Landscape Architecsection). quantities per acre intended for use it�Citty a list of the weed control materials and
in controlling the weed types prevalent and
Construction(Green 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, Trees 24"box&larger 1 year PART 4-TREES AND SHRU611 expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor
per and post installation of concrete work,materials,labor,and clean-up. The Trees 13 gal.&smaller 1 year shall furnish the Landscape Contractor and Landscape Architect and City data to
Standard Specifications for Public Works Construction is available from: Shrubs All sizes 120 days 4.01 Scope of Work: demonstrate the compatibility of the weed control materials and methods with the
lards
Ground Cover 120 days intended p ng and seed varieties present.
3 Building News Bedding Plant 120 days Provide all material,equipment,and labor necessary to install ad trees and shrubs as 8.04 Responsibility and Coordination:
3053 Overland Avenue Lawn(sod) 120 days p y
Los Angeles,CA 90034 lawn(seed) 120 days from first mowing
shown on plans,as seasonably implied and as delineated in the specifications.
(310)202-7775 4.02 Products A. Landscape Contractor is responsible for the erection of ad signs and barriers
Guarantees begin after the project acceptance by City and at the end of the required to prevent intrusion into the treated areas and to notify the public.
1.02 Scope (OO abday maintenance period. Landscape Contractor shall replace and plant A. NomencWure -Plant names indicated on the drawings conform the"Standard B. No material or methods shall affect the landscape planting or hydroseed
all materials which have died within the time span stated above,at no cost Plant Names"established by the American Joint Committee on Horticulture.
Furnish and instal all concrete work complete as indicated on the drawings or as and within 3 days from receiving written notice from the Landscape Architect germination. No material or method shall render the job site unusable for
specified,including,but not limited to the following: or City. If dead material is not replaced and planted within the 5 day Except for names covered therein,the established custom d the nursery is more than 10 days from date of application.
period,City may replace dead material with new material and charge the followed.
A. Furnish and set all reinforcing steel,bogs,and anchors. Landscape Contractor for all expenses incurred. 6.03 Non-Selective Herbicides:
B. Condition -Plants shag be symmetrical,typical for variety and species,sound,
B. install all items required by other trades which are to be cast into concrete. B. Construction Materials: The contractor shall guarantee all workmanship and healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall Non-selective contact herbicide and/or non-selective systemic herbicides(as
materials for all site development,for a period of one year from date of final have healthy,normal root systems,well-filling their container,buy not to the recommended by the Pest Control Advisor)
C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where acceptance of project. point of being root bound. Plants shall not be pruned at anytime,and in no
applicable. case shall trees be topped. 8.06 Selective Herbicides:
1.08 Material and Labor Releases:
1.03 Protection
C. Trees and shrubs shag be growing at a recognized nursery in accordance with Selective pre-emergent herbicides compatible with seed mixtures(as recommended by
Upon completion of the work,the Contractor shall present to the City,signed copies of good horticulture practices and shall be of the size and caliper normally the Pest Control Advisor)
All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. all labor and materials releases for all work performed under Site Development. associated with the container size specified on plans. Removal of all tags,
Barricade shag be placed imediately after concrete finishing. Contractor shall furnish, labels,nursery stakes and ties from all plant material prohibited until the 6.07 Weed Eradication:
place and remove all of his own barricades. Contractor shad be responsible for any 1.09 Disposal and Clean-up: approval of the Landscape Architect or City.
damage to new construction and replacement or repair of the work shag be made If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
without added cost to the City. Remove all waste materials(including excavated material classified as unacceptable D. All plant material delivered to the site showing signs of damage or disease or the planting areas will require control prior to removal,spray these areas per Pest
soil material),trash and debris generated or encountered during the course of is insufficient in size to carry out the intent of the planting plan will not Control Advisor's recommendations.
1.04 Clean-up landscape construction,and legally dispose of it. During the course of the work, accepted and will be replaced at Contractor's expense.
remove surplus materials from the site and leave premises in a neat and clean A. Prior to the installation of the irrigation system remove and clear all weeds
Upon completion of all concrete work and before final acceptance,the Contractor shag condition. Clean up and remove all remaining debris and surplus materials upon E. Sizes of Pim -Shag be as stated on the Plan. Container stock(1 gallon,6 - and deleterious materials from planting areas.
remove all tools,surplus materials,apparatus,debris,etc.from the site and'the site completion of work,leaving the premises neat and clean. The site shall be cleaned gallon,and 15-gallon)shall have been grown in containers for at least one(1)
shag be left in a clean,neat condition acceptable to the City. upon the request of the inspector. year,but r=ot over two(2)years. Allow herbicide to kid all weeds. Rake or hoe off ad dead weeds to a depth of
1'-2"below the surface of the soil. Physically remove all weeds from the site.
PART 3-EXECUTION
F. Substitutions -Substitutions for indicated plant material will be permitted
PLANTING SPECIFICATION$ provided the substitute materials are approved in advance by the City,and PART 7-LANDSCAPE MAINTENANCE
2.01 Protection: are made A no additional cost to the City. Except for authorized variations,
PART 1-GENERAL Keep all plant material delivered to site in a healthy condition for planting. Plants all substitt,;te plant materials shag conform to the requirements of these 7.01 Scope of Work:speCif(cations.
shag not be allowed u dry out Bare root stock shag be separated and heeled in,in Provide all materials,labor and equipment necessary for,or incidental to,performing
1.01 Scope of Work: most earth or other suitable material until dust,g.w Balled and burlaother suitable
plants G. Plants Not Aonrr.roved -Plants not approved are to be removed from site all maintenance requirements as reasonably implied or as delineated in the
shag have root ball covered with moist sawdust,wood chips a other suitable material y• p•
Contractor shall provide ad materials,tabor and equipment incidental to and until planting. immediately and replaced with suitable plants. The City reserves the right to specifications including,but not limited to the following:
necessary for completing all work,as indicated on the drawings,as reasonably
reject entire lots of plants represented by defected samples.
implied,or as delineated in the Specifications as follows. 2.02 Installation: Maintain all plants and planted areas.
H. Stake all trees,as per details immediately after planting to prevent wind Keep planted areas free of weeds and debris.
1.02 Standards: Detailed layout of plants within the planting areas shall be performed by Contractor damage. Prune trees and shrubs.
and approved by the Landscape Architect and City prior to planting. Fertilized all plants and planted areas.
AN work and materials shag comply with governing codes,safety orders,standards, I. Plant trees that are to be located in lawn or ground cover areas after finish Irrigation.
and regulations,and meet the minimum requirements of the Standard Specifications Sog excavated from planting holes shad be amended to backfill around trees and grades are first established and allow at least 7 calendar days prior to Insecticide spraying.
For Public Works Construction(Green Book)latest edition. shrubs using the following mixture: installation of said lawns or ground cover to provide for thorough watering
of trees. All plaiting holes shall be excavated as defined on appropriate 7.02 Fertilizers:
1.03 Quality Assurance: Native,On-Site Sol with rock no greater than 3"in diameter details.
Gro Power Plus,3-31 15.lbs/cy A. Commercial fertilizers with an analysis of 3-3-1-Gro-Power Plus,and 12-8-8
A. AN Contractors performing Site Development work,must be licensed in iron Sulfate 2 lbs/cy 4.03 Soil Amendments: Gro-Power Controlled Release Nitrogen,as designated herein,or approved
substitute as required by the Agronomic soils report. Available from Gro
accordance with the caws of the State d California
(To be used for bidding purposes only,verify with Agronomic Soils Test.) Soil amendments shall be as recommended in the Agronomlc soils report Power(909)3933744.
B. Contractor shall provide the Landscape Architect and the City with a list of
Subcontractors and Material Suppliers expected to be employed during the After backfilling,construct a 3"earthen berm to form watering basin around each 4.04 Trees Stakes: B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and
24%sulfur and shad be registered as an agricultural miner,with the State
course of construction. plant,to allow thorough water-in and establishment. � J
Tree stakes shag be lodge pole pine tree stakes.See tree staking detail on plans for Department of Agriculture in compliance with Article 2-"Fertilizer Materials,"
C. Contractor shall obtain and keep in force Public Liability and Property Prior to installation of turf and ground cover,remove water basins from around trees further information. Section 1030 of the Agricultural Code.
Damage Insurance,during entire course of the Construction Contract. The and shrubs. Berms in turf areas to be removed prior to City acceptance.
amount of insurance shag be determined by City. PART 3-GROUND COVER AND BEDDING PLANTS 7.03 General
PART 3-SOIL PREPARATION AND FINISH GRADING
3.01 Maintenance shall start immediately after landscape irrigation and planting.
D. Prior to start of site development work,the Contractor shag notify the Scope of Work:
Landscape Architect and City to give stating and completion dates. 3.01 Scope of Work:
Contractor shall also supplyMaintain all plants and planted seas on a continuous basis as they are installed
the Landscape Architect and City with the Wane Provide all materials and equipment and perform all work necessary for and
incidental to installing all ground cover and bedding plants,as shown on plans,as
and telephone number d the person in charge of the work. A. Provide all materials and equipment,and perform ad work necessary for and of total project. Replace any dead d during the progress of the work,ancontinue to maintain them until final acceptance dying plants as directed by the landscaped
incidental to the sod preparation and finish grading of all planting and lawn reasonably implied,or delineated in the specifications.
1.04 Responsibilities and Coordination: areas as shown on plans,as reasonably implied,or as delineated in the Architect and City representative.
A. Permits: The Contractor shad obtain and pay for all permits and inspections specifications. 3.02 Bedding Plants:
Perennials and Annuals: Provide health container own tants from a recognized
A• irrigation: Operate irrigation system on an established program to maintain
required by governing authorities for the wgrk to be performed. B. Furnishing,placement and grading,of topsoil for backfilling of planters d y gr P all plants and planted seas in s healthy condition. irrigation system run-off
required. nursery,and of the species and variety shown on plans,
B. Existing Conditions: The Contractor shall shad be kept to a minimum. Damage to irrigation system resulting from
verity all conditions and
and equipment and/or maintenance personnel,shall be
dimensions shown on the plans at the site ria to commencement of any C. Cleaning and finish grading of planters areas and planting areas. 5.03 Ground Cover: restored to its original equipment
conditon at no cast for the City. Failure h any part of
work under this contract. The Contractor shag verify the location and depth the restored
to ittion system shag be brought to the attention of the City. No repairs
of all underground utilities prior to start ofvprk. 3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. Ground cover other than emergency repairs shall be accomplished without written
shall be established and well rooted in flats or similar containers.
C. Temporary Utilities: The Contractor shag apply for and pay all cost incurred A. Existing on-site soils listed as'aoceptabl&under'Site Grading'specification. permission from the City.
for all temporary utilities such as water,el e�Aricai power and gas as required 5.04 Mulch:
by him for the construction of the project, temporary services shall be B. Topsoil imported to site for use as fill,backfill in planters and mounding, B. Weed Control: Keep all planted areas free of weeds and debris by cultivating
coordinated with the City and other oontrav ors on the job site. shag be sandy textured. Silt plus day content of this$ol shag be no greater Mulch: Shall be ryor 1(60o.4 areas at intervals not to exceed 10 calendar days.
than 15%by welghL The boron content of this soil shag be no greater than 1
D. Survey,Reference Points,and Elevations: IThe Contractor is responsible for part per million as measured on the saturation extract. The sodium 5.05 Coordination; The Contractor may elect to remove such concentrations of weeds manually orb y an
establishing all surveys,referents points a�rl elevations required by him,aid absorption rata(3AR)shag not exceed 3.0 millimohos per centimeter at 23 C.
approved herbicide program.
shown on plans for proper execution of site construction. to order to ensure conformance,samples of the imported soil shag be A. Do not hwo plants delivered to the job site until site conditions are ready for C. Pest Control: Spray all plants and planted areas at beginning of maintenance
submitted to an agronomic soils testing laboratory,approved by the project planting. f planting is delayed,keep plant roots moist and place in a '
E. Traffic: The Contractor is responsible for a temporary traffic barriers and Landscape Architect for analysis prior to use. Result of testing to be delivered sheltered location protected from the sun,wind and other damaging program and as may become necessary thereafter by an approved method of
detours required by him for the cxxhstructio of the project. AN temporary to City for approval. Soil test to include analysis control,to keep all plants and planted areas free of insects and disease.sis and recommendations. elements. applications. Pest Control
traffic barriers and detours shad conform to all conditions required by the Method shag be reviewed by the City prior to any app
City or governing authorities. 3.03 Sol Amendments: B. Soil preparation and fine grading shall be completed and trees and shrubs shad include Rodent control
installed prior to bedding plants and ground Dover planting. D. Ch1 I SC AP$
1.03 Defective and Unauthorized Work: �'� All soil amendments shall be as specified to the Agronomic Suitability/Fertility soils Pruning: Prune all plants as designated and directed by Landscape Architect,
report furnished by the Contractor 5.08 Installation: at start ofmaintenance program and continue to prune plants as directed or O �W 49
�� a �d9 �y
AN work which is determined by inspection to be defective in its construction or as may become necessary until the end of the maintenance program.
deficient in any of the requirements of the plans and specifications,shag be remedied 3.04 Sol Preparation: Plant ground cover and bedding plants in moist sod and space as indicated on plans. . Edge ire
or removed,and replaced by the Contractor at his own expense in a manner Remove trash week)y dg ground Dover to keep in bounds and trim top A
acceptable to the Landscape Architect and City. All work on irrigation system shag be complete and inspected for recommended Each plant shad be planted with its proportionate amount of soil so as to minimize growth as necessary to achieve and overall even appearance. Exterminate -i
gophers and moles;repair damage. a r
approval and,fine grading completed,prior to rototilling and prior to soil root disturbance. Sod moisture shad be such that sod does not crumble when 7-31-
1.08 Inspections: amendment work. removing plants from container. PART 8-ACCEPTANCE OF PROJECT a �P
The Contractor shall arrange for inspections by notifying the Landscape Architect,City After rough grades have been established,prepare all lawn and planting areas by Regrade planter areas after planting,to restore smooth finish grade and to insure
and governing authorities,24 hours prior to time of inspection,unless otherwise tilling or cross ripping to a depth of 120. AN rock and debris more than 2"in proper surface drainage. A 4 8.01 General:
"layer of mulch material shag be spread over the entire ff
noted. inspections shall be as listed below,but not necessarily in this order. Only diameter shag be removed from the site,except for areas that are to be sodded, in planter area after grade is established. Watering shall begin immediately after !J/�1 i o OF
the inspection pertaining to the project scope of work will apply: which ad rock and debris more than 1"in diameter shall be removed. mulching.(Grading shall accommodate the mulch) Upon completion of installation,a maintenance period of a minimum of 1Ways for
all landscaped areas is required prior to final acceptance of the work by the City. The
Rough Grading. Apply,spread,and rototil in ad soil amendments as recommended to a depth of fi. 5.07 Protection: Commencement date for the maintenance period shall commence upon written
Drain Lines and Catch Basins. Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" approval for all phases of planting installation by the City Public Works Inspector.
irrigations(main line pressure,coverage&system operations test). to 8"the following for each 1,000 square feet of planting area: Erect temporary fencing or barriers to protect planted areas from damage prior to Maintenance period shag be adequate to verify plant characteristics and
Sol Preparation and Finish Grading.
final acceptance. establishment.
Plant Material(delivery&placement). 4 cubic yards of nitrolized Redwood or Fu shaving or equal
Substantial Completion inspection(at completion of landscape improvements) 200 lbs.of Gro-Power or approved equal. PART 6-WEED ABATEMENT A. Two inspections shag be made that affect the establishment period: The first VaRrvuS VAS l vis /
-7 Days• after all plantings have been completely installed in order to approve the �� i
Final Inspection(after maintenance period)-7 days. The above soil conditioning are minimal qualities only and should be used only for 8.01 Scope of Work: beginning of the establishment period,and the second a the end of the
bidding purpose,because soil conditions may change drastically from the time these establishment period. If plantings are not acceptable at the end of the V& 60 L ► DESCRIPTION OF REVISION DATE CITY
The contractor shag arrange a Preconstruction job conference with the landscape specifications were developed to the time the actual sol conditioning take piece. Provide all material,aquipment,and tabor necessary to perform ad work as indicated day period,due to defective maintenance,then continue establishment until APPROVED
Architect and City a minimum of seven(7)days prior to the beginning work. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every on plans,as reasons,bly implied,and as delineated in the specifications. all work meets with the Specifications and can be approved.
25,000 square feet of planted area. These sod tests shah be conducted by an CITY 0 RANCHO CUCAMONGA .
approved Agronomic soils testing laboratory approved by the project Landscape 8.02 Quality Assurance: 8. At termination of establishment peri all plant material shall be live,
Architect and City. Copies of the sod test to be provided during the Pre-censtruction
healthy,undamaged,and free of infestation. Inferior plantings shall be
job conference. A. The Applicator of all weed control materials shag be licensed by the State of replaced and brought to a satisfactory condition before final acceptance of
California as a Pest Control Operator and a Pest Control Advisor in addition to work will be made. AN seas shall be neatly raked and free of weeds. PACIFIC INLAND EL EMPIRE R E T RA I L
3.03 Finish Grading: any subcontractor licenses that are required.
After rototilling operations are complete,grade areas to establish finish grades for B. AN materials and methods must conform to Federal,State,and Local
planting. AN flow fines shag Regulations. Il be maintained and proper tolerances shag be met after PA S E 1B
settlement at the and of the project maintenance period.
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt
grade change. - CONS TR UCTION AN6 PLANTING SPECIFICATIONS
APPROVED BY: DATE:Mm O0
CITY ENGINEER RCE No. 24593
RF_ARCHITERRA DESIGN GROUP C. E
JLP SITE LANDSCAPE ARCHITECTURE
PLANNING
10221-A TRADEMARK STREET E
RANCHO CUCAMONGA,CA 91730
JLP (909)4842800 FAX: (909)484-28W L-13 OF 13
RLA NO. �9-
JRC/JLP DATE 07/12/06 JOB NO.0619-113
1
PROJECT Sheet No. 31 of 31
A