HomeMy WebLinkAbout2230-L D-EVELOPER/OWNER
LANDSCAPE A .RCHITECTURAL PLANS NATIONAL CORE
10681 FOOTHILL BLVD . SUITE 220
RANCHO CUCAMONGA, CA. 91730
TEL. 909-291 -1400
FAX: 909-291 -0302
FOOTHILL BLVD . MEDIAN CONTACT PERSON : LESLEY EDWA.RDS
LAND,, SCAPE MAINTENAN. CE DISTRICT NON 3B
MEDIAN MODIFICATION BETWEEN CE,NTER AND HERMOSA
VICINITY MAP GENERAL -NOTES SHEET INDEX
L-1 TffLESHEET
L-2 DEMOLITION PLAN
1-210 FREEWAY
GENERAL NOTES: L-3 CONSTRUC110N PLAN
1� THESE NOTES SHALL BE'USED IN CONJUNCTION WITH THE 12, CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING L-4 IRRIGA11ON PLAN
PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE CRITERIA-
PROJECT LOCATION ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY,
2, AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB L-5 PLANTING PLAN
CHURCH STRE AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS
Uj CITY ENGINEER PRIOR TO COMMENCING ANY WORK. BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTE-
> NANCE-8'WIDE X 6"DEEP CONCRETE HEADERS
< 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT 'BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINT& L-6 CONSTRUC11ON DETAILS
cc CITY STANDARDS AND THE CURRENT STANDARD
Uj NANCE-6"WIDE X 6"DEEP CONCRETE HEADERS
I I-_ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,, BENEATH METAL FENCING ADJACENT TO CrTY-MAINTENANCE- L-7 CONSTRUCIION & IRRIGA11ON SPECIFICATIONS
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4- THIS WORK SHALL 13E INSTALLED BY A LICENSED CONTRACTOR 6"WIDE X 6"DEEP CONCRETE HEADERS
FOOTHILL BLVD WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS
BY LAW. CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK
LAYOUT SHALL BE MADE IN THE FIELD,AD ADJUSTED AS
5- CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE
EXCAVATION WORK, NOTIFY PERTINENT UTILITIES AND PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO
UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO
ARROW BLVD. WORKING DAYS PRIOR TO CONSTRUCTION. FINAL CONSTRUCTION.
LU AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE
> > LU SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, FOLLOWING CRITERIA-.
< < AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL
z SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
0 LU 7. ON THE PLAN& PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN
2 >
cc WALL FOOTINGS AND REINFORCING SHALL NOTBE LOCATED AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY
Uj INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT
WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND ENDMENTS,AS
STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE DEFICIENCIES MAY REQUIRE BACKFILL SOIL AM
8. CITY ENGINEER. DETERMINED BY THE CITY INSPECTOR,
ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND
I-10 FREEWAY SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE ACCEPTANCE BY THE ENGINEERING DIVISION,
FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
9. HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. PLANS ONLY.
UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT
PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION
FROM THE INSPECTOR THAT ESTABLISHMENT IS
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD
(TYPICALLY 180 DAYS)SHALL COMMENCE. SAID MAINTENANCE
SHALL CONCLUDE ONLY AFrER VERIFICATION OF LEAF-OUT,
FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND
WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS.
MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION,
PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW
GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE
NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND
ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN
NOT TO SCALE GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED
10. PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. CONS UILTAN091"s
MAIN"I"ENANCE RESPONSIBUL' ITY MAP APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED
PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.
RECOMMENDATION.
CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE
DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER LANDSCAPE CIVIL ENGINEER
760-438-0525. ARCH IT ECTU RE
SITE PLANNING SB & 0 ENGINEERING
10221-A Trademark Street 1035 S. Milliken Ave., Suite E 1D.SCAPp
Ontario, California
Rancho cucamong.s, California UM
91761
91730 a �6
Tel.- 909-635-0335 1*
Tel.: 909-484-2800
Fax., 909-484-2BO2 Contact. David White
Contact- Jeff Chamlee
Richard Krumwiede
CA Uc�#2834 AZ Uc�#29115 OF CN
NV Uc. 446
0 LANDSCAPE Gu"'AN"01"IT1100ES
0 0 _ 0 CA
him
AIA
FOOTHILL BLVD. OTY. gQ.FT.
DESCRIPTION' OF REVISJON DA:rE APPRONTFD
HARDSCAPE AREA WITHIN MEDIAN 475 8,R
DECORATIVE PILASTER
3 CITY of "HANC " ' CUC 'AM 0 Kl LG A
EXISTING TREES TO BE REMOVED ri U
IN%
BL` VD. MEDIAN
475 S.F.
01GHT TOTAL AREA
TWAL ACIMS O�01 Am 0 FOOTH L
1w gf-V A
ODiFIUATION
Center Ave. to Hermosa Ave.
TI"I"LE SH'EmL""617
PROJECT LOCATION APPROVED BY: DATE
CITY ENLGINFER RCE No. el',7
DEiSJGN
ARCHITERRA DESIGN GROUP
GPD LANDSCAPE ARCHITECTURE
SITE PLANNING 11sw pi 'I'l
DRAWN 10621 CHURCH STREET,STE. 106 SHFE-T
RANCHO CUCAMONGA,CA 91730
JGG (1909)484-2800 FAX.- (909)484-2802 01.7 7
CHECKED RLA NO. 2832 WINCIN0.
JRC DATF, 5/14/08 HLIE.No. 0 z
NOT TO SCALE
PROJECr SHERT, OF
DEMOLITION NOTES
1. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE,ANY DAMAGE,
WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS,TO UTILITY
SYSTEMS, SURFACE PAVEMENTS, FIXTURES, STRUCTURES, OR
VEGETATION THAT IS NOT SPECIFICALLY INDICATED TO BE REMOVED AS
PART OF THIS DEMOLITION PLAN� ALL DAMAGED ITEMS SHALL BE REPAIRED
TO THEIR ORIGINAL CONDITION,AS ACCEPTABLE TO THE OWNER.
ATED ON
2, EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOC
SITE,ALL CLEARED MATERIALS SHALL BECOME THE CONTRACTOR'S
PROPE19TY AND SHALL BE REMOVED AND DISPOSED OF LEGALLY OFF-SITE.
SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING
FROM OTHt:R NONRECYCLA13LE MATERIALS, STORE OR STOCKPILE
WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO
RECYGLING FACILITIES.
IT PHOTOGRAPHS OR VIDEOTAPE�
FOOTM-L BMEVAM AREA PER SEPARATE 3, THE CONTRACTOR IS TO SUBM (1)
SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS OF TREES A
H.OA PACKAG E SUBMITTAL PREPARED BY PLANTINGS,ADJOINING CONSTRUCTION, AND SITE IMPROVEMENTS THAT
-A 'TE 'rHT BE MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING.
RRA DESIGN GROUP. Mica
..............
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Y
4, THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND
ACCURATELY LOCATING CAPPED UTILITIES AND OTHER SUBSURFACE
STRUCT URAL, ELECTRICAL,AND MECHANICAL CONDITIONS.
r man on m M M Oman m 00 so oft
LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE
RELOCATED.
M man oftow MM M aftowswaftmom Mow wa MARM am ON ONM oftlasm Oman m1wn
mompaw am gamma"man emomfim gftM*w%M 00 90 00[� 6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES
SION AND DISCHARGE OF SOIL-BEARING WATER
TO PREVENT SOIL ERO
RUNOFF OR AIRBORNE DUST TOADJACENT PROPERTIESAND WALKWAYS.
-7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY�UNDERGROUND
UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
BY THE AVAILABLE RECORDS,THE CONTRACTOR IS REQUIRED TO TAKE
TECT UTILITY LINES SHOWN AND
DUE PROCAUTIONARY MEASURES TO PRO OWN ON THESE PLANS.THE
ANY OTHER LINES NOT OF RECORD AND NOT SH TTWO
"23Mr=="r= :0q CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND SERVICE ALER
Ar
WORKING DAYS PRIOR TO STARTING ANY EXCAVATION
REMOVE SLABS, PAVING, CURBS, GUTTERS,AND AGGREGATE BASE AS
1AIN BEFORE
INDICATED. NEATLY SAW CUT EXISTING PAVEMENT TO REN
REMOVING EXISTING PAVEMENT� PAINT ENDS OF STEEL REINFORCEMENT
RROSION.
IN CONCRETE TO REMAIN TO PREVENT GO
fiz Z=M==
'END
DEMOLITION "LEG
FOOTHILL BOULEVARD"ROUTE 66"PARKWAY EXISTING PLANTING AREA TO BE CLEARED AND GRUBBED REMOVE ALL TREES AND SHRUBS
ENHANCEMENT PER CIVIL ENGINEER'S STREET FOR PROPOSED IMPROVEMENTS, REFER TO'PLANTING PLAN FOR SPECIFIC TREE/SHRUB
On IMPROVEMENT PLANS REMOVAL INFORMATION.
ISM,
41
EXISTING TREE TO BE REMOVED. REFER TO PLANTING PLAN FOR SPECIFIC TREE SHRUB
REMOVAL INFORMATION.
EXISTING TREE TO REMAIN, PROTECT IN PLACE.
FOOTHILL BOULEVARD"ROUTE 66'PAVING
ENHANCEMENT PER CIVIL ENGINEER'S STREET
EXISTING IRRIGATION TO REMAIN. PROTECT IN PLACE.
IMPROVEMENT PLANS
ppme i
r*1
EXISTING IRRIGATION TO BE REMOVED�
0 EXISTING PAVER MAINTENANCE STRIP TO BE REMOVED.
6
07 EXISTING LIGHTING VALVE BOX TO REMAIN. PROTECT IN PLACE.
EXISTING LIGHTING VALVE BOX TO REMOVE.
1*100
- 5 EXISTING ELECTRICAL OUTLET TO REMAIN, PROTECT IN PLACE.
(3) 2 (3) 5 -T �06 -TTyp EXISTING ELECTRICAL OUTLET TO REMOVE.
6 EXISTING CURB. PROTECT IN PLACE.
TYP 7
EXISTING ELECTRICAL LINES SHALL BE SLEEVED UNDER PAVING,SEE SHEET L-4
-4.
R,
wl�
7
7
(i � , EXISTING IRRIGATION LATERALS SHALL BE SLEEVED UNDER PAVING,SEE SHEET L
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Date
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SCALE: `1 10,
SITE MA P
Uj PROJECT SITE > YTION OF RF4VISION DATE CITY
IDESCRU APPROVED
y
C1 Y F RANCN.0 CUCAMONGA
111� !-NMI ALL
FOOTHILL BL 'wv'rD,, MEDIA
_4------------i—
C) MODIFICA TION
Center Ave. to Hermosa Ave.,
3: F DEMOLITION PLAN
D. ATE-
"PROVED BY:*'
Underground Service Alert RCE No.,690 72
CITY ENCvINEE
N.TS. ARCHITERRA DESIGN GROUP
Call: TOLL FREE PLAN CROSS REFwERENCES Gp_ LANDSCAPE ARCHITECTURE ------
....... SITE PLANNING _T
N 10221-A TRADEMARK STREET SHEIE
E THIS SHEET RANCHO CUCAMONGA,CA 91730 7
1 M800 FORNOTES AND LEGENDS, SE jr-IG (gog)484-2800 FAx, (909)484-2802 2 oF
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-3
RI-A NO, 2834 ING NO.
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-4
422=413.3 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-5 5/14/08 JOB NO. 061 8�*6.2
Jac DATE
TWO WORKING DAYS BEFORE YOU DIG PROJECT SHEEr OF
CONSTRUCTION NOTES
1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT
IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY
NOT HAVE BEEN KNOWN DURING DESIGN, SUCH CONDITIONS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR
SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO
GIVE SUCH NOTIFICATION.
I
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR W TH ALL
UNDERGROUND UTILITIES, PIPES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE
RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID
UTILITIES.
3. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREA
E ARATE j
FOOTH,.ILL BOULEVARD AREA PER SEPARATE
I PR f Y AS REQUIRED. REFER TO IRRIGATION PLANS.
41T E EPA 3ED B
H7,O,.A. PACKAGE SUBMITTAL PREPARED BY
_ERRA DE P. ATION WITH OTHER
F_ mm��
ARCHITERRA DESIGN GROUP. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDIN
ONSTRUCTION OPERATIONS AS SHOWN.
SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH*C
5. CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,
4
lit ABRUPT CHANGES AND SHARP TRANSITION&
imam mmawa om ow =in am sm an a"am ow Mw;M an 11"am AM M1 NTI
MOWSTRIPS,AND WALLS SHALL HAVE A CO NUOUS
6, ALL CURVILINEAR WALKS,CURBS,
MUST BE INSPECTED AND APPROVED
SMOOTH CURVE WHERE APPLICABLE� ALL FORMS
anowwom INwoman nows PRIOR TO BEGINNING THAT PHASE OF WORK.
wo Imt
�w no M Vim on am I= am sm ME I= an on 9w on no up on MIR am mm am am am"M am OR=Mw Im WIN Am MR SPECIFICATIONS FOR PUBLIC
7, FOR CONCRETE INFORMATION, REFER TO THE STANDARD
WORKS CONSTRUCTION(GREEN BOOK: 2003 EDITION PER THE CITY OF RANCHO
-,v CUCAMONGA), REFER TO SECTIONS 4,201, 303,AND 400, AS WELL AS ANY OTHER SE T ONS
D POST INSTALLATION OF CONCRETE WORK7
TO THE INSTALLATION, PRE AN
RELATED
MATERIALS,LABOR, AND CLEAN-UP.
"T ftv� an
I.= zsl� -,w
CONSTRUCTION LEGEND
0 ,
EXISTING TRAFFIC MEDIAN. MINIMIZE DISTURBANCE TO AREAS OUTSIDE LIMIT OF WORK.
f 10;
PROVIDE AND INSTALL BRICK PAVERS IN HERRINGBONE PATTERN. PAVER TYPE AND
0 COLOR TO MATCH EXISTING PAVERS IN FOOTHILL BOULEVARD MEDIAN,CONTRACTOR TO
1_� =w — — �,., — 3
C A - SHEET L-6.
gm SUBMIT SAMPLES TO CITY FOR APPROVAL, SEE DET IL Aw
INSTALL ROUND PRECAST CONCRETE BOLLARD#QR-68B W/STAINLESS STEEL CABLE.
BOLLARD AVAILABLE FROM QUICK CRETE PRODUCTS,TEL.,(951)737-6240�COLOR AND
TEXTURE TO BE C1-T2 NATURAL COLOR W/LT. SANDBLAST FINISH. SEE DETAIL%SHEET L-6.
FOOTHILL BOULEVARD"ROUTE 66'PARKWAY -6,
ENHANCEMENT PER CIVIL ENGINEER'S STREET INSTALL mONUMENT PILASTER WITH RAISED CONCRETE BASE. SEE DETAIL D,SHEET L
IMPROVEMENT PLANS EXISTING CONCRETE CURB AND GUTTER. PROTECT FROM DAMAGE,
9AIRkl.
WS STREET
OUTE 66 THEME LOGO PER CIVIL EN IN
ENHANCED PAVING IN STREET wl R
W,
-�al
diri IMPROVEMENT PLANS.
EET L-6.
INSTALL Ut WIDE CONCRETE HEADER. SEE DETAIL C,SH
MR
FOOTHiLL BOULEVARD"ROUTE 66"PAVING
N"
ENHANGEMENT PER CIVIL ENGINE
&al 1z�4 1 z11 ERS STREET
k
IMPROVEMENT PLANS
9� PO\
5 a
/15'
IF
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EA
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2
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2 1540
14+00 CL
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1 6 6
0
CL CL
6r.6" 6!-6"
804"VERIFY IN FIELD
46-4"
D S C,'APp
M
jan I
7-
SCALE: I" 10'
SITE MAP > CITY
Uj PROJECT SITE DESCRIPTION OF REVISION DATE APPROVED
>
T
\AN, MAN1111111 C'ITY OF BANONO CUCAM NGA
..........
FOOTHi W LL BLmVD. MEDIA
10�"W994 W, --------
MODIFICATION
Center Ave. to Hermosa Ave.
F gC"r'"ION PLAN
CONSTRu i
DATEIV
APPROVED BYO
Underground Service Alert CITY FNGINEER
NJ.& DESIG 'HITE NW, ED
Call: TOLL FREE PLAN CROSS REFERENCES EA LANMCAPE ARCH'
SITEPLANNING
10221-A TRADEMARK STREET
FOR NOTES AND LEGENDS, SEE THIS SHEET RANCHO CUCAMONGA,CA 91730 3 OF 7
ls,800 MPW (909)484-2800 FAX: (909)484-2802 1
FOR CONSTRUCTION DETAILS, SEE SHEET L-6
2834
S, SEE SHEET L-7
422=4133 FOR CONSTRUCTION SPECIFICATION 0618:6.2
FOR CORRESPONDING IRRIGATION PLAN� SEE SHEET L-4 JRC DATE 5/14/08 JOB NO
f—IT, L-5 1,111-% llgj! �011131=111111 "'''I ��"
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEE I PROJECT SHEET ....... OF ..........
FOOTHILL BOULEVARD AREA PER SEPARATE
H.O.A.PACKAGE SUBMITTAL PREPARED BY
,LEPARATE j
LRED By
ARCH ITERRA DESIGN GROUP. IRRIGATION NOTES
1. THIS SYSTEM IS DIAGRAMMATIC, ALL PIPE,VALVES,ETC.SHOWN WITHIN PAVED AREAS
ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS
WHEREVER POSSIBLE.
2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS
WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE
DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S
AUTHORIZED REPRESENTATIVE, IN THE EVENT THAT THIS NOTIFICATION IS NOT
115:,�,Nh ........
PERFORMED,THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS
NECESSARY.
3, SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT-EACH POINT OF
CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL
;P== W VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION
vz
w REPRESENTATIVE.
V�l�, T= vl Nvz__=qxxW m M-1 44"1 a��_Kmz=_ ;i= gz'��_ ,=
4, IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF
WITH ALL GRADE DIFFERENCES,LOCATION OF WALLS,RETAINING WALLS,CURBS,ETC.
�D
c-s- HE SHALL COORDINATE ALL HIS WORK WTH THE GENERAL CONTRACTOR AND OTHER
SUB-CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS,UNDER
ROADS,PAVING AND STRUCTURES.
allufi MAINLINE FEEDER BETWEEN POINT OF CONNECTION,METER,AND BACKFLOW
ED BY CURRENT WATER DISTRICT.
PREVENTER TO BE OF MATERIAL REQUIR
6. FINAL,LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW
PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S
FOOTHILL BOULEVARD"ROUTE 66PARKWAY REPRESENTATIVE,AND/011 LANDSCAPE ARCHITECT,WHERE APPLICABLE.
ENHANCEMENT PER CIVIL ENGINEER'S STREET 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN,THE IRRIGATION CONTRACTOR
IMPROVEMENT PLANS
SHALL BE RES PONS IBLE FOR THE INSTALLATION OF ADDITIONAL LEEVE OF
Q,v
dlllllkl�ll m
�/
SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE
%
OWNER'S REPRESENTATIVE,IF REQUIRED TO OPERATE SYSTEMS.
XIM0
FOOTHILL BOULEVARD "ROUTE 66' PAVING 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR
ENHANCEMENT PER CIVIL ENGINEER'S STREET MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,STREETS,AND
FA
IMPROVEMENT PLANS BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST
NDITIONS FOR APPROVAL PURPOSES AT NO
NOZZLE RADIUS TO FIT UNUSUAL SITE 0
-S 4114,87,1�im)ol: SCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY
EXTRA CHARGE. CALL LAND
3E TESTS.
CONTRACTOR SHALL MODIFY, REPAIR OR REPLACE COVERAG
on"
EXISTING IRRIGATION SPRAY HEADS AS REQUIRED TO
D IN,rHE SPECIFICATIONS.
9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUN
CONFORM TO CITY STANDARD DETAILS AND TO
rr PROVIDE UNIFORM COVERAGE. % CLEAN-UP ON A DAILY BASIS PER OWNERS REPRESENTATIVE'S APPROVAL.
IRRIGATION LEGEND
---- --- 15+00
14+00 Eow-MEW 0CHIEL
zwgummm ex ra usom=m in w somplosam m 40 ___s
auvwxmm
_�Vff ---------------
----- ---------- --------------
APPROVED CL.315 PVC NEW MAINLINE, SIZE TO MATCH THE EXISTING ONE, MIN.
COVER 18"USE SCH.40 PVC FOR 1-1/2"AND SMALLER.
APPROVED CL.315 PVC EXISTING MAINLINE,
APPROVED SCH. 40 PVC NEW LATERAL LINE,SIZE TO MATCH THE
NEW PULL BOX W/SWEEP ELL 12"ABOVE GROUND AND EXISTING ONE, MIN,COVER 1231
SCREEN WITH SRUBS NEW PULL BOX W/SWEEP ELL 12"ABOVE GROUND AND APPROVED SCH.40 PVC EXISTING LATERAL LINE,
APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED,
NEW I"LATERAL LINE, CONTRACTOR TO CONNECT TO UNLESS OTHERWISE NOTED
EXISTING ONE. NEW CONDUIT LINE, INSTALL PER LOCAL CODE APPROVED RIGID CONDUIT RIGID'CONDUIT, SIZE AS MATCH EXISTING
0 APPROVED IH3-2 3/4 SLG CONDUIT PULL BOX wl PLAIN COVER (CCB)
GANBX 3-HOLE
NEW 1114"MAINLINE,CONTRACTOR TO CONNECT TO
EXISTING ONE. c A p
NEW Z'LATERAL LINE SLEEVE xx: U tit,
NEW&'MAINLINE SLEEVE va
(A C)
at
FINISH GRADF TRENCHING NOTES-
S REQUIRE 1. BELOW PAVED AREAS A NUNIMUM CN
6"MIN. OF 6R LAYER CP CLEAN SARTH SCALE- lyl 10'
SKALL-grz INSTALLED A80VP-AND
BELOW RMG.
2, PROVIDE MINIMUM COVER Cf 24"
ON PAESSVRE Supp-Ly Lmm-r
NON-PRESSURE AND LARGER.
LATERAL LINE
A
3. OHEN USM REGLA IM WATER,
LL- SUPPLY UNE MAINTAIN MNTMJJM T(7 HOMZ=AL
CLEAN BACKFI PRESSURE POTABL8
900/0 COMPACTION SEPARAIJON BETWEEN
AND REOL-AIMM PRESSUSE Lf NO. SrrE MAP
CONTROL WIRES MIN.0 OF CLEAN E8M WHERE LINES Cf=S,PROVIDE PVC Uj PROJEC."PT SITE
SLEEVE FOR POTAS-LE LINE MROAUM CITY
5'EACH SIDE OF RECLAfW-D > DESCRIPTION OF REVISION DATE ED
WATER LINE. APPROV
4. BUNDLE ORES MTH TAPE EVERY I-V.
\M=== gm on ........ CITY OF RANCN -CAMONGA,
FOOTHILL BLV MEDIAN
CLEAN BACKFILL-SEE SPECS SLEEVING NOTES, AV
FOR MATERIAL W10 COUPACTION HARDSCAPING(SEE NOTE#4) M 0 D.1"OF I CA T.1`0 N
REQUIRED 1. ALL SLEEVES TO BE SCH.40 PVC.
2, EXTEND ALL SLEEVES 12"BEYOND U4.
EDGE OF HARDSCAPM AT BOTH Center Ave. to Hermosa Ave.
2i ENDS. m -
�r F
PROVIDE 6"MIN,OF SAND N 3. ROUTE SLEEVING AF30UND HANDICAP IRRIGATION PLA
BEDDING AND SHADDING RAN?( S.
Underground Service Alert NON-PRESSURE LATERAL�- .4. PFM UNDER PAVETVIEW SUSCEPTIBLE APPROVED BY*- DATE*
LINE SLEEVE-SIZE TWICE TO TRAFFIC LOAD$REFER TO CITY
DIAMETER OF NON- S'M.OW MIN.TO 39"MAX,DEPTH TO RCE No.11.9�674?
PRESSURE LATERAL LINE �lop F PIPE BELOW STRUCTURAL CITY ENGINEE
VE_ $EC*n0N)_ 'ENCES I G
C3 Call: TOLL FREE PRESSURE SUPPLY LINE SLEEVE CONTROL WIRE SLEE PLAN CROSS R,EFER NffiNDED
SIZE TWICE DIAMETER OF SIZE PER PLAN,INSTALL N.T.S. CHITERRA DESIGN GROUP
PRESSURE SUPPLY LINE ADJACENT TO PRESSURE EA 'LANDSCAPE ARCHITECTURE
SUPPLY LINE. SITE PLANNING
FOR NOTES AND LEGENDS, SEE THIS SHEET 'f
VEAW N 10221-A TRADEMARK STREET SFIEE,
low800 FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L-2 RANCHO CUCAMONGA,CA 91730
(909)484-2802 7
TREN-CHI-NG SLEEVING FOR CONSTRUCTION DETAILS, SEE SHEET L-6 F (0909)484-2800 FAX. 4 —OF
MIN
422=4133 A FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-8 __CHFC_XED 2834
RLA NO.
TWO WORKING DAYS BEFORE YOU DIG SCALE.- N.T.S. FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-3 JRC EA-Mi 5/15/08 JOB XTO. 0618:6.2 22go z
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-5
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PROTECT IN PLACE,
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ENHANCEMENT LSTREET [ $f i k} t l f CONSTRUCTION.INSTALL PER CITY'S STANDARD DETAILS„
r { IMPROVEMENT
PLANTING BE REMOVED
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FOOTHILL BOULEVARD"ROUTE Ds VI
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yam } := T L STREET
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REMOVE(3)LAGERSTROMIA INDICA TREES
CONTRACTOR TO REPAIR/REPLACE ANY AND ALLT f �~ ; ' INCLUDING ROOTS TO 3'BELOW GRADE,FILL AND
AREAS DAMAGED DURING y, F X COMPACT EXCAVATION PER STD.SPEC.
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SITE MAP
ui PRO,IECT SITE > CITY
> DESCRIPTION OF RFVISION DATE APPROVED
CITY OF RANCN CUCAMONGA
eSAa tam vat � w�:a sax Yc�i 5m - F
Aff
M' "DIAN
F 0 0 THILLO' BLw VD
'OrCATION
r
MODIF]
ax » arta .....�s,;'tw 9�
R Ave. to HermosaAve.
-------% FlPLANTING PLANV-6
underground ServiceAft lert APPROVED BAL DATE*
ClTY ENGINE No.67:667T
R
Call-, TOLLFREE NI.T.SD reg` DED
. IPLAN CROSS �
LANDSCAPEGPD ARCHITECTURE
SITE PLANNING
1=800 DlZA 10221 wA TRADEMARK STREET9
FOR NOTES AND LEGENDS, SEE THIS SHEET RANCHO CUCAMONGA,CA 91730
(909)4 4-2800 �AX{- ( q )-84. 802 ()
4224133 FOR CORRESPONDING DEMOLITION PLAN SEE SHEET L 2834
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET�L-4fRLA .
PLAN,
Alto M /4°t-- t60
PER PLAN 3 2 PVC SLEEVE 4
(! 6 LEGEND- 0 01 n F".x .,..'•..°..°"•..ro .m. '"w..•°'w•
PRECASTCONCRETEd
TEXTURE TO BE T-2,COLOR TO BE C-1
1. Aayp�T¢y j$ x AVAI L.F I
NATURAL.C Cm. � �a Kf % 1pnc^Na
a`«.d yu#i__•_a' N^w.-�.:�9.- R- S.P^.'Hu vtNPSS A i�W�N P W NM'.. Mr O� Mffi%'9�$i Z`c �.�•+"m ..®„ ""� 6 A m �
rBRmRm%ffiWW w�mNffiN*aQNaPm�NB maxtl P%�Pm �1 mffi% . G PRODUCTS,TEL., 51)737-6240.
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DIA.6 x 19 STAINLESS LS STEEL BRAIDED
qeP-.eCABLE,CABLE TO HAVE A MAX. OF
to
DEFLECTION R SAO)BETWEEN BOLLARDTERMINUS
PVC SPANS. BOLLARDS SHALL HAVE 112 ': �� 2
SLEEVES TO CONCRETE. PROVIDE 3/ SCALE. 7
FEIN COUNTERSINK ON OUTER SIDEF END SCALE: I" V-0" �
BOLLARDS FOR TIGHTENING BOL.T.
2 L CONTRACTOR TO TERMINATE T F ��"_ "a O.
LEGEND
^yam CABLENI
'¢(t� PP•w/ ^'SURFACE BLE SYSTEM
' .Aye A meq} �,OR PER PLAN
$ "r8 [ 5 .k T i a+s )lair 8 t J`5.:" GGGk J '4;w. �' -.{i h'/✓.�d�Y$n. 4
ND
W
STAINLESS STEELWASHERS. LE,WASHERS e =
POURED CONCRETEHEADER WITH MEDIUM3 FI .
LEGEND- AND TOP HATSYSTEM VAI LE THROUGH. N■PP ffi rffirA Bum rRN%mr
B�6Mmp�#mg
�$AaP
L REBAR
CONTINUOUS T@ MID-DEPTH.
RICK PAVE CONSTRUCTION LEGEND,
SHEET P SAND
BASE IN TEL,, U0321«3484.
(D
CURB. PRECISION ABLEAND \ g
HERRINGBONE PATTERN,TIGHT JOINTS. SE FLUSH WITH TOP OF EXIST
¢ V2"BULLNOSE{YPICAQ}
"T1T1 I XF C €?. 4 A ACE T RI PAS` URF
AA P � `
T tCT"I ISL '
w M 4 FINISI RAZE.
3 4"DEEP LAYER OF CRUSHED AGGREGATE BASS MATERIAL. COMPACT TO 90%
PLANS.
SURAaE SAILS REPORT
S 1/2IA. x 6"L G ANCHOR E
TFA F T. ED If .G R" EFF
4 EXISTING ADJACENT F C D GUTTER PER CIVILENGINEER'S LA . P TCT GROUT POCKET EMBED
® IO
F DAMAGE. �/F E' FLUSH WITH TOP OF HEADER.
EXISTINGE. SCARIFY A COMPACT TOP ""T` 90% IA.� "DEEP CONCRETE FOOTING. °'0 NOTE:
180 0
1"THICK MORTAR BED BELOW BOLLARD. INSTALL CONTROL JOINTS @ 5`-o,l O.C.MAX.SPACING AND AT ALL END
COMPACTED SUBGRADE. ELEVATIONINSTALLATION OF CURVE RETURNS,
SCALE:1/2-1v TO" SCALE. 1"= °I'-°U"
6" WIDE CONCRETE HEADER
PRECAST CONCRETE BOLLARD w/ CABLE
CONCRETEN PAVERS w/ BANDING
SCALE: 1-1/2' = V-0"
"
SCALE: 1" = T-0" SCALE.
AS SHOWN
24"SQ
0
SQ
LEGEND:
._
r
I F T CONCRETE PILASTER A Q- 24 1 L
AVAILABLE I F PRODUCTS= ^ ,.R ry. _
� _ a I
TEL., 737-6240. T L COLOR, SMOOTH I H. R
s-
'} I "f x "x "PRECISION MASONRY BLOCK. LL LI E
4 VERTICAL REBAR - 1)Ek P BLOCK CORNERS. EXTEND INTO FOOTING AND 712
-
BEND. 12
¢ I, F OT IA BLVD.WEST T LIN
HORIZONTAL AS TI S REQUIRED, T " MIDDLE
tr. 4lir CLR
4y
BATTER 1
C ATT IL - ANECESSARY T ACHIEVE 1,12 A ER. LL I �' =W�TM
�. _
SIGN(WEST SIDE)
GRANITE RIVERVENEER BATTER AROUND ALL SIDES. I TALL / co A
MASONRYLIPS AS REQUIRED. PLACE LARGERT^ AT BOTTOM OF `
PILASTER,AND GRADUATETO SMALLERSTONES ATT F. S"TO 10"SIZE,.
ROCK.
I (EAST SIDE)T 'T ISIDES, INSTALL AT
E OF RIVER ROC BATTERA PILASTER V w/A I 1/2"RELIEF F F C
SIGN AVAILABLE FROM ICK CRETE PROD..I T& INSTALL PER �"^
! FOR ORIENTATION REFER TO SIGN
DRAWINGS. ; 6 "
LOCATION I
10
POURED-IN-PLACE COLORED CONRETE BASE '" " IILI EDGES .: ��� xP -FOOTHILL L. T LT
SLurt SLOPE
ALLL T� #5254" I " Y L.M. FIEL .
LIGHT L L
FINII T LE TR L J I T 0.c.BROOMSIGN LOCATtON PLAN
TEF T"I . SCALE: T T" SCALE
CONCREoamWammmK%Way aT _^ ., mffiamaRKa�rt®'
.g('q ADJACENT
BRICK SURFACE.
yeaIL Ay THIS SHEET,
f"
t'tt. n w
48
00
90%COMPACTED SUBGRADE,OR PER SOIL REPORT. 0
ELEVATION
50
SQSECTION NOT USEDSTONE VENEER THEME PILASTER SCALE.'4
SCALE- 1/211 1 1-011 OR AS SHOWN
3 A Pp
cl
na
OF CN
CITY
DESCRIPHON or, REVISION DATE pRovFD
CITY OF RANCNO C9CAMw,I,O,,, NGAo,I
F00THIl=w.',L Bl'-wo.- VD., MEDIAN
MODIFIA"'AT16"ON
NOT USED IINOT USED NOT USED
Center
SCALE, SCALE: S \LE: CONS"H CTION DETAILS
APPROVED BY: DATE:
RCE No.
CITY ENGINEER
ARCH[TERRA DESIGN ROUP
EA LANDSCAPE ARCHITECTURE
SITE PLANNING
T T ---
10221- TRADEMARK STREET S
RANCHO CUCA ONGA,CA 91730
Mpw (909)484,2800 PARC-. (909)484-2W2
RLA NO 2834 -DRAW I
JRCI
rDATE
PROJECT OF
I- I I I -1 I I I -I 11-11-1---l-I
I
.
_ -,-- 1-11 I "I I-— 11
I
.
I
I
. ::!i!�iiiii!�i;iiii::::iiiiiiiiiiiiiiiiiiii::::iiiiiiiiiiiiiiiiiiii iiii!!!!iiii!!!!iiii 100:1� . - ,cap mid
. �
I SPRINKLER IRRIGATION SPECIFICAUONS . Provide one controller chart for each.controller,sequence. d. Pressure rating in P'S 1 4. Use 9-1/2"x 16"x I v,rectangular box for all electriccontrol valves pressure test all piping under paving prior to the paving worL .
TSF(National 8 .
C. N anitation Foundation)approval installed within on-grade landscaped areas. Carson Industries#
PART-L--GENE(RAL 3. The chart sbaU show the area controlled by the automatic controller f. Date of extrusion 1419-12B with grem bolt-down cover or approved equal. 2. Generally,piping under existing walks is done by jatl�ing,boring,or .
. 1.01 DESCRIMON and shall be the maximum size which the controller door will allow. S. All fittings shall bear the.manufacturer's nme or trademark,material 5. 'Use I 011 x 10-1/4"round box for A quick coupling valves installed ' hydraulic driving,but where any cutting or brcakiiW of,sidewalks I I acc is any gro coverr s �.ante -
4. The chart is to be a reduced drawing of the,actual installed system. designation,size,applicable I.P.S.schedule and NSF mil of approval. widiin on-structure landscaped;areas, Carson Industries No. 910-12B andfor concrete is necessary,it shall be done and replaced by the 1 8, Upon completion of each phase of work,the entire system shall be
Contractor as a part of the Gmtract cost. Peimission to cut or break
A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. - sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements. I
necessary to fumish and install the Irrigation System asshown.on the drawing is reduced,it shall be enlarged to a size that will be readable C, PVC Non-Pressure Lateral Line Piping: I . Cucamonga. No hydrai-dic driving will be permitted under concrete . I
Drawings and described herein. when reduced. - I. Non-pressure buried lateral line piping shall be PVC Schedule 40 N. Sprinkler Heads: paving- 3.07 MAINTFNANCE
B. Standards.� All work and materials shall comply Wit�governing codes,safety 5� The chart shall be a black line or blueline ozalid print and a different with solvent-weldJoints when installed in planting arm, I. AJ I spriuld er heads shall be of the same size,t�rpe,and deliver the 3. Refer to City Standard 120'Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a I
_. orders,standards,and regulations,and meet the minimum requirements,of . color shall be used to indicate,the area of coverage for each station. 2. Non-pressure lateral line piping installed under paved arm shall be ' same rate of precipitation with the diameter(or radius)of throw, susceptible to traffic loads. period of seven(7)days prior to any planting.
I the Standard Specifications For Public Works Construction(Cireen Book)latest 6, When completed and approved,the dbart shall be hermetically PVC Schedule 40 widi solvent weldedjoints. pressure,and discharge as shown on the Dra,wings and/or specified �
I.-, I edition. sealed between two pieces of plastic,each piece being,a Minimum 20 in thesespecial provisions. D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorteit the
i i '
opmution period.
- � I, Routing of sprinkler irrigation lines as indicated on the Drawings is
� Rd& 3. T*shall be made from NSF approved,Type 1,Goade 11 PVC 2, Spray heads shall have a screw adjustment.
-
� compound conforming to ASTM resin specification.D1784. All pipe, g I .
,A, Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set fbilh in Federal Specification PS-22-70 � diagrammatic. Install lines(and various assemblies)in such a 3.08 CLEAN-UT
permits and Al observations as required� observation of the irri gation system. with an appropriate standard dimension ratio. 3. Riser units shall be fabricated in accordance with the details show-n manner as to conform with.the detaHs in the Drawings. .
on the drawings. . . Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
D� Operation,-and,Maintmance Mumals: 4� Except asooted in paragraphs 1,2,and 3 of this section(2-0 1B),all 2. lastallNo multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all,walks,and paving shall be bloomed or washed 1,
B. Manufacturer's Directions- Manufacturees directions mid detailed drawings . 4. Riser nipples for all.sprinkler heads shall.be the same size as the I
requirements for non-pressure lateral I'me pipe and fittings"I be � with its own outlet. down,and any damage sustained on the work of others shall be repaired to its
-shall be follo-tved.in all cases where the manufacturers of articles used in this riser opening in thespriidder body. original condition.
Contract furnish directions covering points not shown in the Drawings and 1� Prepare and deliver to die,City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as 3. InsW1 allassemblies specified herein in accordance with respective I
. ,ys prior to completi on of construction,two hard-cover, set foi th in section 2,0113 of the Specifications. - ----,-,,
Specifications. calendar da 5. All sprink(er heads of the same type,shall be the same maniWacturer. detail. In absence of detail drawings or Specifications pertaining to 3,09 FINAL SITE OBSERVATION PRIOR TO ACCE-PTANCE
three ring binders,containing the following infbrmation: D. Brass Pipe and Fittings: specific items required to complete work,perform,such work in
C. Ordinances and Regulations: All local,municipal and state laws,and rules I O. Sleeving: accordance�viith best stmidard practice with prior approval of city of A. The Conti-actor shalt operate each system in its entirety for the *Jty of Rancho
and regulations governing or relating to an�portion of this work-are hereby a� Index sheet which states Contractor's name.,address,and
incorporated into and madea part of these Specifications,mid their telephone number,and which lists each installed equipment 1. Where indicated on the Drawm' gs,use red brass screwed pipe 1. Sleeving under bards,cape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed-no acceptable by .
. I -in( or control wifing shall be Schedule 40 P.V.C.or approved equaL the City of Rancho Cucamonga shall be reworked to the compl te satisfaction
I nyding contained in , i material item including names and addresses of conforming to:Federal Specification#WWP351� 'ity'
ace,
te,S2
provisions shall be carded out by the Contractor. A 4. PVC pipe and fittings shall be.thorou0ity cleaned of dirt,dust�and of the City of Rancho Cucamonga.
. these Specifications shall not be construed to conflict with any of die above manufactures locA Wesentatives. . . .
b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforiWng to Federal Specification#WW moisture be,fm installation. Installation and solvent welding , n
rules, regulations,or requirements of the same.However,when these P. Vandal Resistant Controller Enclostue: , 0 ga that the
methodsshallbe a-,recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cuc
Specifications and Drawings call for or desefibe.materials,worlananship,or item installed under tbis Contract. P4,60 � Vip)
truc C. Guarantee,statement. . manufacturer. City has received all accessories,charts,record drawings,and quipment as
cons tionof abetter quality,higherstandard,orlarger size than is 1. Controller enclosure shall be of size and type shown on the Irrigation required before final site observation can occur.
. required by the above rules and regulations,the provisions of these d, CoTplete,operating and maintenance instructions on all E. Copper Pipe and Fittings: I Drawings and Irrigation Detail sheet. � 5. On,PVC to metal connections,the Contm ctor sU, I Nvork-the metal
Specifications and Drawings shall take precedence.. -major e(pupment. 1. Pipe, Type K,hard tempered. ' comiections first. Teflon tape or approved equal,shall be used on aH 3.10 SM-OBSERVATION SCIIEDIRE
D. Explanation.of Drawings: 2. In addition to the above mentioned maintenance manuals,provide , 2. A backboard shall be secured to the controller enclosure housing to threaded PVC to PVC,and on all threaded PVC to metal joints. Light .
the CiW&maintenance personnel with instructions,for major 2. Fittings. wrought copper,solder joint type. provide a base for mounting the automatic sprinider controllerand wrench pressure.is aU that is required. NVhere threaded PVC A. The Contractor shall be responsible for notikving the City of%-richo I
. ible to indicate all. equipment and show evidence in writing to the City of Rancho teiminat strip. � connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings according to
1. Due to the Scale of the Drawings,it is not possi Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver,I 5%copper, pipe may be solvent welded. the time indicated-
offsets,fitting,sleeves,etc.,which may be required- The Contractor 16%zinc,24%cadmium,solidus at 1125'F,and liquidus at 11451 F. 3. A 11.7volt duplex box shall be provided with an On/Off switch,and a
rendered, , - 1, Pre-Job Conf�6rence-7 days
shall careffiRy investigate the structural and finished conditions I I7 volt receptacle, Metal conduit shall run from the 117 volt supply E. 11ne Clearance:
I affecting all of his work and plan his work accordingly,firnished � to the controller housing. All power within the housing shall be
such fittings,etc.,as may be requited to meet such conditions, I, FAuipment to be Furnished: F. GateValves: properly phased. 1. All lines shall have a minimum clearance of six(6)inches from each 2. Pressure supply line installation-24 hours
Drawings are generally diagraniniatic and indicafive of the work to be . 1. Supply as a part of this con",et the following tools- 1. Ball V,-dves(I 1/2"and smaller) other and twelve (12)inches from lines of other trades,With the
I installed, The work shall be installed in such a manner as to avoid 4. A terminal strip shall be provided,clearly indicating the proper exception of the control wire sleeve(s)which shail be installed 3. Lateral line and sprinkler installation-24 hours
conflicts between the irrigation system,planting and architectural a. Two(2)sets of speck&tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded points of connection of all appropriate wiring(station valves,master adjacent to pressure supply line, Parallel lines shall not be installed
features. disassembling and adjwsting each type of sprin1der and valve ends and shall be equipped with a stainless steel handle. valve,common,central control). directly over oneanother. 4. Automatic controller installation-24 hours
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1 All work called for on the Drawings by notes or details suchbe . supplied on this project b. B,-dl valves shall be Nibco T-5&5-70-66or approved equal. Q. Miscellaneous Irrigation Equipment: F. Automatic Controller Assembly: 5. Control wire installation-24 hours I
fumished and installed whether or notspe-6fically mentioned in die b. Two(2)four-foot valve keys for operation of gate valves. 0� All Ball valves shall be installed per detail�
specifications. C. Two(2)Iceys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types.of miscellaneous 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours
d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge 6rate Valve(2"and larger) irrigation equipment. ,- �
3. 'Ile Contractor shall not willfully install the irrigation system,as every five(5)or fraction thereof of each type of quick- be connected to controller in numerical sequence as shown on the, . 1 7. Coverage test-48 hours
shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. .AU miscellaneous irrigation equipment shall beas specified or Drawings.
I . ating nut. My �
obstructions,grade differences,or discrepancies in area dimensions 2. The above mentioned equipment shall be tumed over to the City at equipped with a 2"oper, approved equal. G. High Voltage ANViriag for Automatic Controller: 8. Final observation-7 days
exist that might not have been considered in engineering. Such b. Resilient Wedge Gate valves shall be No.403 RT-MV as -
obstrtietions or differences should be brought to the attention of the the conclusion of the project. Before final observation cau occur, supplied by Watts or approved equal. PART_3_-XXECM1LQN 11 B. When observations have been.conducted other than e ,ty 0 Rancho �
City of Rancho Cucamonga. In ft event this notification is not evidence that the City has received material,must beshown.to the C. All Resilient Wedge Gate valves shall be installed per detail� L 120 volt power connection to the automatic controller shall be Cucamonga,show evidence in writing of when a-ad whom . Ise
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVNFION OF SHE CONDITIONS I - provided by die Contractor. observations were made. � .
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� revision necessary. � 1.04 PRODUCT DELIVERY,STORAGE,AND HANDLING G, Quick Coupling Valves: 2. All electrical work shall conform to local codes,ordinances,and union, .
A. .411 sealed dimensions are approximate. The Contractorshall check and verify I C_ -No site observations will commence without"As-Built"reco drawings. The
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1.03 SUBTM[TrALS 1, Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cuc,wuonga authorities having jurisdictim contractor shall not call for a site visit without"As-Built"rec d drawings,
A. Handling of PVC pipe and fittings. The Contractor is cautioned to exercise working pressure of 1-50 P.S.I. �, I .
care in handling,loading,-unloading,and storing PNTC pipe and fittings� A.11 prior to proceeding with work-under this Section, H. Remote Control Valves: without completing previously noted coiTections,or without paring the
A. Material list: PVC pipe shall be transported in a vehicle which allows die length of pipe to 2. Quick coupling valve shall be operable with a quick coupler key. Key . system for said visit �
lie flat so as not to subject it to under beading or a concentrated external load sizea.nd t shall bet-ts shown on die Drawings. B. Bwrcise extreme care in excavating,-md working near existing udhties. 'Die 1. Install where shown on the Drawings. Where grouped together,allow �
.1- The Contractor shall fumish the articles,equipmen�materials,or at any point. Anysection of pipe that has been dented or d=- aged will be ype Contractor shall be responsible for damages to utilities which are caused by at least twelve(12)inches between adjacent valve boxes. Install each
processes specified by name in the Drawings and Specifications. No discarded,and if installed,shall be replaced with new piping. 1-1. Backfiow Prevention Units: his operations or neglect. Check existing,utilities drawings for existing utility remote control valve in a separate valve box.
substitution.will be aflowed without prior written approval by die , locations,
City of Rancho Cucamonga. 1.05 SUBS'ITILTHONS 1. Backftmv prevention unit shall be of sizeand type indicated on the C� Coordinate installation of sprinMer materials includingpipe,so there shall be 1. Flushing of System:
2. Complete material list shall Ix-,,submitted prior to performing,my irrigation drawings. Install backilow prevention units inaccorchance no interference with utilities or other construction or difficulty in planting
work. Material list shall include the manufacturer,model number, A. If the Contrwor wishes to substitute any equipment or materials for the with the Drawings. � trees,shrubs,and ground covers. . I, After all new sprinMer pipe lines and risers are in place and CONCRETE SPECIFICATIONS
and descyiption of all matefials and equipment to be used. Although equipment or materials listed on the Drawings and Specifteations,lie may do connected,all necessary diversion work-has been completed,and
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. -ent, the followmig so by providing the following information to die City of Rancho Cucamonga 2. Wye strainers at backilow prevention units shall have a bronzed prior to insudlation,of spriuWer heads,the control valves shall be PARTAiGENERAL I
� . manufacturer and other information may be diffei D. The Contractor shall carefully check all grades to satisfy himself that he may
is a guide to proper submittal format- for approval: screwed boy with 60 mesh monel screen and sh-<41 be similar to Bailey safely proceed before starting work on the.irrigation system. opened and full head of water used to flush out the system. 1.01 Description
Item No- Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution, I/100B or approved equal. 1 2. Sprinkler heads shall be installed only after flushingaf die system For concrete information refer to the Standard S- cifications for Pu)licWork,s
Use a separate sheet of paper for each item to be,submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION has been accomplished to the complete satisfaction of the city of pe
I I Bac"- ow Preventer Febco 825-Y-BV the backilow preventer shall.be installed as required by local code, � Rancho Cucamonga. Consti:action(Green Book. Edition per the,City of Rancho Cucamonga). Refer to
2, Provide descriptive catalog literature,performance charts and flow The Contractorshall verify with the.local governing b�dy as to A. Physical layout: Sections 4,201,303,and 400,as well as any other sections related i o the installation, .
2 Automatic Controller Calscnse E,T 1-24-DR charts for each item to be substituted. niatedal type and installation procedures prior to start of I J. Spiinkler.Heads: an matefiah,labor,and clean-up. The
construction. Submit shop drawing for approval. 1. Prior to installation,the,Contractor shallsize stake,out all pressure Standard Spec*ifications for Public Works Consti action is available,from-
3 Master Valve superior 3 1 00 RCV 1 Provide the amount of cost savings if the substituted item is supply lines,routing andlocation of spriulder heads. 1. Install the spfinMer heads as designated on die,Drawings. Sprinkler BI Building News
aPproved. 1. Check Valves: 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects 305.5 OverlandAvenue
4 Etc. Etc, Etc. B. The City of Rancho Cucamonga shall have the sole responsibiliq inzweepting I. Swing check valves 2"and smaller sliall be 200 pound W.O,Ci.bronze to installation. to those itemized. Los Angeles,CA 90034
Irrigationsubmittal must be specific and complete. Allitemsmustby or rqiecting any submittal item as,an approved equal to the equipment and cons"ction with replaceable composition,neoprene,or rubber disc 2. Spacing of heads shall not exceed the maximum indicated on the (310)202-7775 �. .I
listed and should include solvent,primer,Nvire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification NV'vV-V--35 ID,ClassA, & Water Supply: Drawings. In no case shall the spacing exceed the maximum,
boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type IV. recommended by the manufacturer. 1-02 Scope
required as submittal information. 1.06 GUAR-kNTEE 1. The irrigation system shall be connected to water supply p(inL(s)of
2. Anti-drain valves shallbe of beavy du�v virgin PNIC construction with connection as indicated on the Drawing& , 3.04 TEXPORARY REPMRS I Furnish mid install all concrete work complete as indicated on the drawings or as
3. Equipment or materials installed or furnished without prior approval A. The guamitee for the irrigation system shall be made in accordance with the F.I.P.thread inlet and ontlet. Internal parts.shall be stairdess steel specified,including,but not limited to the following- I
. 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 location(s)shown on The City reserves the right tD make temporary repairs as nemsary to keep the A, Funfish mid set all.reinforcing steel,bofts,.and anchors.
' ity prior to acceptance of the the Drawings. The Contractor is responsible for minor changes -er system equipment in operating condition. The exercise of this right by the
my be required to remove such materials from the site at his own . these Specifications sball be filed with the C drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to s.prinkl
�11 I expmse� 'irrigation S�Fstem, the Valcon'"V"or approved equal. caused by actud site conditions. City shall not relieve the Contractor of his mTonsibiliti,es under the terms of the
-__ - - guarantee as herein specified. B. ImtaU all items required by other Imles which are to be cast into concrete.
� � 4, Approval of any item,alternative or substitute indicates only that the B. A copy of the Gimrwitee form shall be included in the operations and J. Control Wiring: I C. Electrical Supply. I C� Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where
product or products apparently meet the requirements of the maintenance manual,. L Emcept as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers sball,be 3,05 EXISTINIG IREES applicable. I
Drawings and Specifications on the basis of the information or ..
samples submitted. C, The guarantee form shall be re-typed onto the.Contractor's letterhead and controllers and the electric control valvesshall.be made with direct made to electrical point(s)of connecti on as indicated on the Where it is necessary to excavate- adjacent to existing trees,the Contractor shall use all
Y installed in Drawings. possible care to avoid iujury to trees and tree-roots. Excavation in areas where two 1.M Protection
shall contain the following inforination: burial copper wire AWG-U.F.600 volt. Control wiring
control win conduit within structure shall be made with.AAN1Q-1W '
5. '11danufacturer's warranties shall not relieve the Contiactor of his (2)inch and larger roots occur shall be done by hand. All roots two(2)inches and
liability uader the guarantee. Such warranties,shall only GUARANTE E FOR]IRRIGATION SYSTEM solid copper wire. Pilot wires shall be.a differetit color wire for each 1 Connections shall be made at the approximate location(s)shown on . larger in,diameter,except directly in the path of pipe or conduit,shall be tunneled All finished concrete workshall.be barTicaded.to pedestrian tmffic for three(3)days. �
supplement the guarantee. automatic controller. Cornmon wiresshall be white with a different the Drawings. The Contractor is responsible for minor changes cause under and shall be heavily wrapped with burlap to prevent scarring or excessive Barricadeshall be placed imediately-after concrete finishing.. Contractor shall furnish,
We hereby gg=anteethat the inigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actuaI site conditions. dryingi,Where a di c a mchine is to trees having roots smaller than two place and remove all of1is own barricades. Contractor shall be responsible-for any
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( )inc e. iudi ' t thge " .
B. 'RECORD DRA`v1TqGS: free from defects m materi,-.As,and workmanship,and the work has been completed ka valve manufacturer's specifications mid wire chart. In no case shall s anicte r o'the acent to the tree shall be hmd damage to new construction and replacement orrepair of the work shall be made r
� I _ ed I _ w!ough,
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accordance with die Drawings and S peeifications,�ordinary wear and tear,unusuM wire size be less than#14. 3.03 RMSTALLA-flON ak n clem cut (1)inch and larger in diameter shall without added cost to the City'.
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1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted- We agree to repair or replace any defects,in material or Ion I wjthin ftv�t _f , . at. Trenches adjacent to trm should be
. 'iring shall occupy the same trench _ v m I ur .
NV and shall be installed along the A- Trenching: Closed within hventy-four(24)hours;aand.w this is not possible,die side of the 1,04 Clean-up
set of blueline o-aid prints Which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2, (
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. every change from the original DiaRrings and Spedfications;and the acceptance and a]so to repair or replace.any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible. trench adjacent to the tree shall be kept shaded with lytiflap or canvas. Upon completion of all concrete work and before final acceptance,the Contractorshall,
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. exact installed locations,sizes,=d kinds of eqnipment. Pfints for this replacing of such defects at no additional costs to the,City. We-sball makesuch t Dig trenches straight and suppoi t pipe continuously on bottom of
. . purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacw nents within areasonble time,as determined by the-City,after 3, Where more than one(1)wire is placed in a trench,the wiring.shall remove,11 tools,surplus matarials,apparatus,d6bris,etc.from the site and the site
&7 trench. Lay pipe to an even grade. Trenching excavation shall follow 3.06 FIELD QUALITY CONTROL
'Ms set of drawings shall be kept on the.site and shall be used only receipt of written notice, In the event of our failure to make such repairs or be taped together at.intet vals of ffteen(15)fcot layout indicated on the Drawings and asnoted, .shall be left in a clean,neat condition acceptable.to the City.
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I as a record set, replacements within a reasonable time after i=eipt of written notice from.the City,we . A. Adjustment of the System: .
authofize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3)feet of each. 2, Provide for a winitnum of mrenty-four(24)inches cover for all I
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2. The Contractor shall niak-e neat,and legible notations on the record expaise.mid we will pay the costs and charges therefore upon demand, wire connection. Expmsion c4l shall be of sufficient lenoiat each irrigation lines insualled under-paving or hardscaping, 1. The Contractor shall flush and adjust all sprinider heads for
drawing progress sheets daily as the work proceeds,showing the spli�e connection at each electric control valve,so that in case of optimum performance and to prevent overspi-ay onto walks, .
wofk as actually installed. For ex=ple,should a piece of equipment PROIEC-P I repair,the valve bonnet may be brought to the surface widiout 3. Provide for a minimum of twenty-four(24)inches cover for all roadways,and buildings as much as possible. '
be installed in a location that does not match the plan,the Contractor disconnecting,the control-wires. Control wires shall be laid loosely pressure supply lines of three(3)inches or larger in diameter. , , .
must indicate that equipment has been relocated in a graphic LOCATIOM in trench without stress or stretching wire conductors. 4. Provide for a minimum of eighteen(18)inches cover for all pressure 2. If it is determined that adjustments in the,irrigation equipment will I
manner so as to match the original symbols as indicated in the SIGNED: 5. All splicesshall be made with Scotch4,ok-#357(5 Connectm Sealing supply lines of two and one half(2 1/2")inches or smaller provide proper and more adequate coverage,die Contractor shall
irrigation legend, The relocated equipment and dimensions will Packs,Rainbird Snap-Tite wire connectors.,or approved equal. M, Ae make such adjustments prior to planting. Adjustments mayalso
th6 be trmsferred to die original record drawing plan at the proper � include changes in nozzle sizes and degrees of arc as required.
� AD.DRESSM: ordy one splice with each connector sealing pack. 5. Provide for a minimum of tv-4ve,(12)inches for all non-pressure .
time. linc&
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3, Before the date of the final observation,the Contractor shall transfer PHONT: DXM.OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control 3. Loweiing raised sprinkler heads by the Contractor shall be
valves will not be allowed without prior approval of the City of
all information from the"record drawing"prints to a sepia mylar or . 6, Provide for a minimum cover of eigbte e(I 8)inches for all control accomplished within ten(10)days after notification by the City,
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similar mylar material. Arrangements shall be made through the City PART_2_-_PR0D_LTC'TS Rancho Cucamonga. � vViling. . 4� All sprinld er heads shall be set perpendicular to finished grades
f6i obtaining said sepia myla:r or similar mylar material, All work 2.01 MAITHRIALS K. Automatic Controller: 7. Refer to City Standax(l 120'Trench Repair"when within.City streets unless otherivise designated on the'Drawings.
shall be in waterproof India ink and applied to the mylar by a � susceptible io trAic loads.
technical pen made expressly for use on mylar material. Such pen I per manufamrers I . I ,.
shall be similar to those manufactured by Rapidograph, Kiieffel& A. General. Use only new materials of brands and types noted on drawings,, 1. Automatic controller(s)shall be of size and t,vpe shown on the. 5� Rain Bird Er,,B-CP-VRS valves will be set �I .-I.-
Esser,or Faber Castell. The dimensions sh�dl be made as to be easily specified herein,or approved equals. Drawings. , B. Backfilling: specification so that each lateml operates at design pressure.
. D" Erb" U" RIPTI'M " F RE " ISION
re'Aable,even on the final controller chart(see Section C), The B_ .PVC Pressure Main 1�ine Pipe and Fittings: 2, Final location of automatic controller(,-,)shall be approved by the City 1. The trenches shall not be backfilled until all required tests are B. Testing of Irrigation System: U U V DATE APPRDk/ED
original mylar"record drawing"plan shall be submitted to the City of ft I #w% A
X if if 9 * a b 1%
of Rancho Cucamonga. performed- Trenches shall be meffiffy back-filledwith the excavated a A a I N
Ra�cho C'ucamonga for approval prior to the comple4ion of the , I /A
� 1. Pressure main line piping for sizes 2"and larger shallbe PVC Class materials approved for backfilling,consisting of earth,loam,sandy I, Tile Contractor shall request the presence of the City of Rancho C ITY of R AN C H1 0 urm% sus CAM 0%
controller chart. 315. 3, Unless otherivise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of emth Cucamonga in writing at least 48 hours in advance of testing�
4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall bemechanically compacted in landscaped
I Class 315 pipe,shall be made from au NSF approvedType 1,Clarde!, final electrical hook-up shall be the responsibility of the Conti-actor, areas to a dry density equal to adjacent undisturbed soil in planting 2, Test all pressure lines under hydrostatic pressure of 150 pounds per
reference,such as building comers,sidewalk edges,road sin specification D1784. ,iO- areas. Backfill.will conform,to adjacent grades without dips,sunken square inch and prove watertight. I FOOTHILL BLVD. MEDIAN
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ititersections,etc.,the location of the following items: PVC compoi-wd conforming to AST.&I re -surface irregularities.
pope must meet requirements as set forth in Federal Specification PS I,. Electric Control Valves: areas,humps or othei
a. Connection to existing Water lines. 22-70,with anappropriate standard dimension(,S-D-R,)(Solvent-weld Note Testing of pressure main lines-shall occurprior to M 4""D I F I C A T1`0 N
b. Connection to existing electrical power. Pipe). 1, All electric control valves shall be,the same size and type shown on 2, A fine granular material backfill,will be initially placed on all lines. installation of the electric control valves. I
c. Grate,valves. 1 Pressure main hae pipjug for sizes I41-22"and smAh-,-r shall be PVC the Dravnngs. No foreign matter larger than one-half(V12)inch in size win be ing under lyaved areas shall.be tested-under hydrostatic Center Ave. to Hermosa Ave.
� pertnitted in tho initial backfill. 3. All pip I
d.Routing of sprinider pressure lines(dimension max. 10.(Y Schedule 40 with solvent weldedJoints, 2, All clecttic control valves shall have a mauual,flow adjustment. � pressure.of 1,50 pounds per square inch and proven watertight prior
along routing). 1 3, Flooding of trenches will be permitted aidy with approval of the City to paving. L; -1 "" 0 "I
c. Sprinkler control valves. 4. Schedule 40 pipz shall bi-,made from NSF approvedType 1,Grade 1 3. Provide and.install one contral valve box, for each electric control of Rancho Cucamonga, . IRRIGATION & ("/XONSTRU"'MrOM Z05"PECIFICATI' NS
I L Routing of control wiring and locations of,all splice.boxes. I
a I t� PVC comly)und conforn�ng to ASTIM resin specification D17785. All valve. 4� Sustain pressure in lines for not less than six(6)hours, If leaks �
=1. Quick-coupling valves. ificatiou PS 4, APPRONTEM BY: .
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h. Stub-outs for fuure connections. pipe must meet requirements,as set forth in Federal Sped if settlement occurs and subsequent a4justments in pipe,valves, develop,replace joints and repeat test tintil entire systein is proven � DATE:
1 21-70� _Nt1 Control Valve Boxes�.' sprih1der heads,lawn,planting,or other construction are necessary, watertight. !
i. Other related equipment as directed by the City of Rancho the Couft-actorshall makeall required adjustm-ats without cost to the � 1.
� CITY ENTGINEF.R RCE No- 53-467Y "I
Cucamonga. 5. PVC solvent-weld fittings shall be Schedule 40, 1 1--INSF approvcd 1. Use 10"x 10-:34"round box for all gate valves, QWson Industries City� 5. All Wrostatic,tests shall be made only in the presence of the -�-_ - --- . I 1�
5. On or before the date of the final field observation,the Contractor conforming to AST.IM test procedure D2466. -9910-11213svith green bolwk)wn cover or approved equal. Extension Geniral CoxitractoTand the City of Ra;cho Cucamonga. No pipeshall, DESIGN' ERRA DESIGN GROUP REC-0 �,IE �
slWl deliver the corrected and completed scpias to die City of .sleeve shall be PVC with minimum size of six(6)inches. C. Trenching and Backfill Under Paving: be back-filled.until it has been observed,tested,and approved in EA LANDSCAPE ARCHITECTURE �
, & Solvent cement and primer for PNTC solvent-weld pipe abd fittings I w1iting. - SITE PLANNING
Rancho Cucamonga. Delivery of the sepias will not relieve die shall be of type and installation methods prescribed by the I T-Tse 9-1/2"x 16"x I I"rectauguJar box forall electric control valves. 1, Trenches located under am-as where paving,asphaltic concrete,or � . 10621 CHURCH STREE,SUITE 106 __ - - .
Contractor of the responsibility of furnishing required information manufacturer. Carson Lndustries#1419-1 ZB with green bolt-down cover o.- approved concrete willbe installed,shall be backfilled with sand(a layer fo-ir 6 Fumish necessary force pump aud all other test equipment. DRAWN RANCHO CUCAMONGA,CA 91730
that may be omi t"from the prints, (909)484-2800 FAk (909)484-2802
i equal. (4)inches below tbe-pipe and six (6)inches above the.pipe)and �
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1 following,markings: _e test in - 7 F
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I C. Controller Charts- 7� All PVC pipe I.must bear the compacted in layers to 95%compaction,using manual or mechanic�d 7. When the irrigation system is completed,perforni a coverag WMM", I - -
i 3. Use 6"diameter x 8-3/411 decp round plastic valve box for.911 quick- tamping device& Trenches for piping shall,be compacted to equal the presence of the City of Rancho Cucamonga to determine if the I _____
�:� I I a� Manufacturees name couplingovalves. Carson,Industries#608-12 with greem ftex-lock- the compaction of the emsting adjacent undisturbed soil and shall be water coverage for planting areas is complete and adequate. Furnish CHEC . � DRAW NING I
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I I� As-builts drawings shall be,�approved by the City of Rancho b. Noudnal pipe size cover or approved cqu,d. left in a firm unyielding condition. MI trenches shall be left flush all materials and perform W I work required to correct any . RLA NO. 22 50-/.
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- Cucamonga before controller charts are prepared. C. Schedule or class - - ___ -
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PROJECT SHEET OF
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