HomeMy WebLinkAbout1581-L DEVELOPER/OWNER
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ARCHIm"I
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ECm�l RAL L
LANDSCAPE
= H %A W RED /Ar LEWIS DEVELOPMENT CO.
1156 NORTH MOUNTAIN AVENUE
❑ P.O. BOX 6TO
UPLAND. CA. 9IT86-06TO
TELEPHONE t (714) 985-09Ti
PERIMETER LANDSCAPING ON TERRA VISTA PARKWAY
LANDSCAPE MAINTENANCE DISTRICT N
VICINITY MAP GENERAL NOTES SHEET INDEX
GENERAL NOTES
PROJECT LOCATION COVER SHEET L-1
- 1. All wvAc shah be done in accordance with these plans, the City 13. Street signs per City of Rancho Cucamonga Standard Number
of Rancho Cucamonga Standards and the Standard 401 shall be constructed at each intersection. IRRIGATION PLAN AND PLANTING PLAN L-2
SM icallons for Public Works Construction -current edition,
including its annual supplements of amendments. Contractor 14. City approval of plans does not relieve the developer from
shall befami6arwith and shall be responsible for adherence to responsibility for the correction of error and omission IRRIGATION AND PLANTING DETAILS L-3
�cvtt+d4N y .,Fic ii ��,o these Standards and Specifications. discovered during construction. Upon request the required
plan revisions shall be promptly submitted to the City Engineer
2. AN piplines or substructures of any kind, telephone or power for approval. IRRIGATION AND PLANTING DETAILS L-3A
poles, water meters, valves, fire hydrants, etc. shown or not
shown on these plans within the right-of-way knits or in 15. Work site and exterior streets shall be in a neat, clean, hazard
J adjacent areas where improvement work is to be done shall be free, orderly state, throughout construction. Site shall be IRRIGATION SPECIFICATIONS
the removed, replaced, relocated or protected in place as cleaned upon request of the inspector. L- 4
required at no cost to the City of Rancho Cucamonga,
16. Contact all Utility Companies as required, 48 hours prior to PLANTING SPECIFICATIONS L-5
3. Any contractor performing work on this project shall famliarize excavation.
himself with the site and shall be solely responsible for any 17. Provided for your convenience are the following:
damage to existing facilities resulting directly or indirectly from
Q, his operations, whether or not such facilities are shown on
these plans. A. San Gabriel Valley Municipal Water District (818) 969-7911
Y James Frei
4. A permit shalt be obtained from the City of Rancho Cucamonga
Tr Public Works, Engineering Department prior to any
encroachment or construction within any City of Rancho
U ���,H v�cf Cucamonga easement or right-of-way. B. General Telephone (800) 483-3000
Ir`cu �La 5. AN grade stakes shall be set by the Contractor or Engineer. C. Souther California Gas Company (800)427-2200
aj Paving stakes shall be set at all hinge points, edge of
pavement points within 0.01 toot of sub-grade elevation and
not more than 50 foot intervals. Additional paving stakes may D. Cucamonga County Water District
be required by City Engineer as needed at warped or vertical n9 ^�' (909) 987 2591
curve areas. 9641 San Bernardino Road
Rancho Cucamonga, CA 91730
6. AN sewer, water, electric, gas, phone or other utility laterals,
mains,or crossings shall be constructed prior to paving. E. Metropolitan Water District (909) 593-7474
700 N. MORENO.AVENUE
DI A P
7. Compaction tests of embankment construction, trench backfill, La Verne, CA 91750
compacting original ground and all sub-grades shall be
performed at no cost to the City of Rancho Cucamonga. A
o SCO CIsco written report with these compaction tests shall be submitted F Comcast (909) 983-9895
to the City Engineer for approval prior to the placement of base
materials arKVor surfacing. Dupont St. (Portion of Red Hill)
Ontario, CA 91762
S. At the completion of paving, a materials report shall be
submitted to the City Engineer. Listing all tests or G. Marks Cablevision (800) 566-2737
determinations completed to verify stability oil content and Foothill Blvd. 0120
MAINTENANCE RESPONSIBILITY MAP gradation of asphalt paving. Rancho Cucamonga, CA 91730 CONSULTANTS
9. Prior to Installation of any paving, a materials report shall be H. Southern California Edison Company (800) 655-4555
CITY MAINTAINED AREAS submitted to the City Engineer. Listing al tests or 7951 Redwood Ave. LANDSCAPE CIVIL ENGINEER
determinations completed to verify: R-Value, sieve analysis Fontana, CA 92336 NADOLE AND ASSOCIATES,INC,
and sand equivalent of aggregate base. ARCHITECTURE
OF THE INLAND EMPIRE
-- — — — — --- 10. Paving shalt be performed in accordance with R-Valve and SITE PLANNING CONSULTING CIVIL ENGINEERING
Pavement tests taken to determine structural sections.
AND LAND PLANNING
EXISTING LANDSCAPE PER 10630 Town Center Dr. 10W �,urctm street,Suite 107
CITY DRAWING NO. 1141-L 11. When improvements are to be placed on native soli which Suite 121 RANCHO CUCAMONGA,CA 91730
I utlln v i I n I�n121<WnY consists of a rocky material, the sub-grade shall be prepared by Rancho Cucamonga PHONE(909)94&1311
~i removing all rocks which protrude above the sub-grade and all CA 91 730 FAX(909)948-8464
-- OM1_.•.... ., ,� \.,: ,;. �•,y ,;;n, :Nx,;r;-x,.�. �r.,rr•....,•. _ voids or depressions shall be filled with a }ine grade material of
�' r' ti' — — quality better than the native material. ' ( ' (909) 484-2800
I-._. . Fax (909) 484-2802
Richard Krun"Wede
12. Estimate Of quantities is provided by the Engineer Only for the CA Lic. 02834 AZ Lic. #29115
n convenience of the developer, the contractor shall make his ? .I
,a
NV Lic. #1446
own determination of construction quantities before -
g. submitting abid. Any Rem of work required by these plans
which is not specifically listed in the estimate of quantities shall
/ t —j`� ��Jy2 be considered as included in the other Rem
J,
\ LANDSCAPE QUANTITIES `}CA11�f0
e v
i Sf . 1ItUl L1 0111 VC J �6 00
f .
771,12
56 E
„• I I�' ;ii.1 !C t . c — o o: . ,c! k col --
-�,�;= TOTALACRES CITY MAINTAINED AREAS - 0.097ACRES
r,� a��) �- - I DE SCFE I P T I (_1N o f REVISION
e
• TOTAL SQUARE FOOT CITY MAINTAINED AREAS -4229 S.F. DATE APPROVED
1 I ae I I 76• � �•� � i �r
TOTAL TREES - 15 GALLON - 12 CITY of RANCHO CUCAMONGA
TO � �--*
9r oa v �j 25 - .. �o '.i .� oa .o I�� ,G _ oa BRACHYCHITON POPULNEUS - 6
� �..�.! r't�� �' _!'t tr �—r �'�'� /
LIQUIDAMBAR STYRACIFLUA - 6 0 TERRA VISTA TRACT NO. 15725
TOTAL SHRUBS - 1 GALLON - 75
•�,. _! —� ..o i , �� U\ ... �. :._�_. ;�� 5 GALLON -191 E"'� PERIMETER LANDSCAPING
.I 1�_' __-+---I�rt M_� q ' H _•m _ R S.. �.t•ai't
TOTAL Q 1887 S.F.UCOVER SHEET
\
F, __ P TOTAL SQUARE FOOT SHRUB AREA - 730 S.F.
, (`� i_ � PNpSCAPF APPHOVED BY : • . UAi E �6
TOTAL SQUARE FOOT HARDSCAPE AREA 1612 S.F. � KRUM�y,F GIN NEE - RCE NoCITY EN .24953
54 _ Q 24 r
I I ,� a•_I vGJJ __-__ .1 i<' I
DE_ `C I GN H)
• ;�� .-� � � _� ARCHITERR ESIGN GROUP E C DMME NDE D
J \ —� J.M.C. LANDSC ARCHITECTURE
<o 111. SITE PLANNING
12t7
\e 2.3` 24-wl UU M.B. ]
1630 TOWN CENTER DR.,STE.1282U
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RANCHO CUCAMONGA,CA 91730 WN
III q6
909 484-2800
Dat• J.M.C. L-1 OF 5
�IFOF CA1.� CHECKED — RCE No DRAWING NO .
R.W.K. /CITY UA1E FILE No —
SHEET
o SHEET OF _ .
AUTOMATIC CONTROLLER LOCATION:CONNECT NEW VALVES TO OPEN STATIONS(TOTAL 9 STATIONS OPEN)
ON EXISTING CAL-SENSE ET-1 12 STATION CONTROLLER. IRRIGATION CONTRACTOR TO COORDINATE
CONNECTIONS TO EXISTING CONTROLLER. IRRIGATION NOTES
_
QA _ _ -VIC-%T A - _ II IA/ A V _ _ _ � I. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE,VALVES, ETC.SHOWN WITHIN
I LIMIT OF WORK LINE T� PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE
INSTALLED IN PLANTING AREAS WHERE VER POSSIBLE.
2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE
g 8 16 12 16 6 16 5 '15 4 REMOVE EXISTING CONCRETE MOWSTRIP AND REPAIR DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUC-
4e ;;47__7
GRADE TO MEET EXISTING LANDSCAPE FLUSH. TIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE
462 1" 320 385 3/4 252 1 308 1 960 1 1/4 ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. IN THE
�/ n
q �� �� CONNECT TO EVENT THAT THIS NOTIFICATION IS NOT PERFORMED,THE CONTRACTOR
r IN �• t � ����" I�
41M.-Mm� �09 *14 1-1 '�'� �" ""'��� '�' ���� ��� �� EXISTING VALVES MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY.
r
a ` �141A' a¢ i " 4"q �y3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT
9 II
EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED.
/ � rr �r2 " II �
� :_ � - _ -- � � � � � � � .� _�: � TO CONSOTRUCOTION TO CITYS LLCONSTRUCTION SREPRESOENTAIT VERIOR
r
" �4 LIMIT OF W L� ��?
4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE
PULL REMAINING CONTROL WIRES TO THIS LOCATION SEE DETAC, SHEET L-3A FOR HIMSELF WTH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING
AND SET IN A PULL BOX FOR FUTURE USE. POINT OF r:NEcrioN LAYOUT. WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE
• GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION
g g 7 6 5 O EXISTING LOT EXISTING LOT OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND
REPLACE EXISTING 2"METER WITH NEW 1"METER.MAKE POINT OF CONNECTION IMMEDIATELY STRUCTURES.
DOWNSTREAM OF NEW 1"POTABLE WATER METER. ABANDON IN PLACE AT CORNER OF BELPINE
AND TERRA VISTA PARKWAY EXISTING WATER METER AND MAINLINE AND CAP ENDS. EXTEND 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER,AND
NEW TYPE"K"COPPER PIPEJOR AS PER LOCAL CODE)AND INSTALL A NEW 1 1/4"REDUCED
PRESSURE TYPE BACKFLOW PREVENTER,FEBCO 825Y,WILKINS 500 SERIES PRESSURE REGULATOR, BACKFLOW PREVENTER TO BE OF MATERIAL AS REQUIRED BY CURRENT
LINE SIZE VALVE,1 1/4"FLOW SENSOR,DATA INDUSTRIAL 220P,AND A 1 1/2"MASTER VALVE, WATER DISTRICT.
• CLA-VAL 136. RETURN EXISTING BACKFLOW,FLOWSENSOR,AND MASTER VALVE LOCATED AT '
• CORNER OF BELPINE AND TERRA VISTA PARKWAY TO THE CITY OF RANCHO CUCAMONGA.
INSTALL BACKFLOW PREVENTER WITHIN A STRONG BOX SMC-45AL ALUMINUM BACKFLOW 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE
ENCLOSURE. VERIFY FINAL LOCATIONS WITH CITY'S REPRESENTATIVE. CONNECT EXISTING
VALVES TO NEW MAINLINE. WATER PRESSURE DATA WAS OBTAINED FROM CUCAMONGA ABANDON IN PLACE EXISTING WATER METER AND BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND
COUNTY WATER DISTRICT ON OCTOBER 3, 1996. EXISTING MAINLINE AND CAP ENDS. OWNER'S REPRESENTATIVE, AND LANDSCAPE ARCHITECT, WHERE
PRESSURE LOSS CALCULATION STATIC WATER PRESSURE: 150P.S.I. APPLICABLE.
IRRIGATION LEGEND S'"STEM9ESIGI`IPRESSURE: 55P.S.1.
PROJECT: TR.115725 BY: JAK
PEAK IRRIGATION DEMAND: 25 G.P.M. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN,THE IRRIGATION
CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
STATIC PRESSURE HIGH: 155 psi LOW: 150 psi >� MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. -
SOURCE OF INFORMATION: CARLOS FIMBRES zo
SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT b- RAIN BIRD 1806-SAM-PRS-80-FLT POP-UP SPRAY FJEAD 8' .39 30 0 FEBCO 825-Y REDUCED PRESSURE BACKFLOW PREVENTER- y ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER THE ALL PAVED AREAS
PHONE NUMBER: (909)987-2591
LOCATE IN SHRUB AREA =' PRIOR TO PAVING UPON APPROVAL OF THE CITY'S REPRESENTATIVE, IF
VALVE STATION/G.P.M.: Station: 4 25 gpm L- RAIN BIRD 1806-SAM-PRS-8H-FLT POP-UP SPRAY HEAD 8' .79 30 VALVE SEE DETAIL SEE DETAIL B SHEET L•3 REQUIRED TO OPERATE SYSTEMS.
ITEM: P.S.I.LOSS: O RAIN BIRD 1806-SAM-PRS-1SEST END STRIP SPRAY 4'X15' .61 30
RAIN BIRD EFB-CP SERIES REMOTE CONTROL VALVE-LOCATE IN SHRUB AREA- 1".20'-0" 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS
WATER METER SIZE: 1" Q 25 G.P.M. 3.0 O RAIN BIRD 1806-SAM-PRS-I5SST SIDE STRIP SPRAY 4'X30' 121 30 SIZES NOTED FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO
BACKFLOW DEVICE SIZE: 1 1/4' Q 25 G.P.M. 8.5 RAIN BIRD 1806-SAM-PRS-5CST-B STREAM BUBBLER 5' .5 30 RAIN BIRD 33DNP QUICK COUPLER AT 150'O.C.MAX. WALKS, STREETS,AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL
BALL VALVE(S): -1 1/2" o ?,5 G.P.M. 1.1 INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE
MAINLINE(SCH.40): 1 1/2" �_ L.F. 0 25 G.P.M. 1.77 CALSENSE ET 1 SERIES EXISTING 12 STATION CONTROLLER SEE PLAN CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL
MAIN LINE(CL.315): L.F. 0 0 G.P.M. -
AUTOMATIC VALVE SIZE: 1 1/4' a _�G.P.M. 5.2 NOTE:ALL NOZZLES LOCATED IN SHRUB AND TREE AREAS TO BE INSTALLED ON RAINBIRD 1812 POP-UP APPROVED SCH 40 PVC NON-PRESSURE LATERAL LINE-18'COVER-SIZES CITY 48 HOURS IN ADVANCE FOR ANY COVERAGE
NOTED TESTS.
FLOW SENSOR 1 1/4' 0 25 G.P.M. ,g BODIES.
MASTER VALVE 1 1/2" Q �G.P.M. .48 .�..� APPROVED SCH 40/CL 315 PVC PRESSURE MAIN LINE-USE SCH 40 FOR PIPE 1 1/2'"
LATERAL LINE SIZE: 1/2' L.F. ® G.P.M. 0.00 AND SMALLER,USE CL 315 FOR PIPE 2"AND LARGER- 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE
3/4' 76 L.F. ® 6 G.P.M. 126
1' 4 L.F. O 12 G.P.M. 09 18"COVER-SIZES NOTED SPECIFICATIONS.
1 1/4' 4 L.F. ® 25 G.P.M. .11
1 1/2" L.F. � G.P.M. 0.00 THIS PROJECT IS CONNECTED TO OR WILL DISRUPT AN EXISTING CITY-MAINTAINED LANDSCAPE --- APPROVED SCH 40 PVC PIPE SLEEVE-TWO TIMES DIAMETER OF PIPE 10. CLEAN-UP ON A DAILY BASIS PER CITY'S REPRESENTATIVE APPROVAL.
2" L.F. 0 G.P.M. 0.00 &IRRIGATION AREA,AS SHOWN ON CITY DRAWING NO. 1141-L. PRIOR TO NEW CONSTRUCTION,
2 1/2" L.F. 0 G.P.M. 0.00 A JOINT INSPECTION&DOCUMENTATION OF THE EXISTING AREAS CONDITION SHALL OCCUR WITH
BOTH THE NEW CONTRACTOR,CITY INSPECTOR 8 A CITY MAINTENANCE REPRESENTATIVE. THE 11. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE
IRRIGATION HEAD PRESSURE: EXISTING IRRIGATION SYSTEM SHALL BE RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING EXISTING 1 1/2'WATER METER VALVE SIZING KEY STREET & SCREENED WITHSHRUBS WHENEVER POSSIBLE.
REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. AT THIS POINT,THE NEW CONSTRUCTION
SYSTEM LOSSES SUBTOTAL: 52.41 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF BOTH THE NEW AND EXISTING AREAS. 12. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL
BITING LOSSES(5%OF SUBTOTAL): 2.62 THE DEVELOPER SHALL ASSUME MAINTENANCE RESPONSIBILITY FOR THE ALTERED LANDSCAPE AREA % FLOW SENSOR DATA INDUSTRIAL 220P (SUPPLIED BY CAL-SENSE) EXISTING VALVE # 1 15.0♦--G.P.M.
ELEVATION LOSSES/GAINS(ELEV.X.433)+/-: 0.00 FOR A MINIMUM OF 90 DAYS AFTER RECONSTRUCTION. A FOLLOW-UP INSPECTION OF BOTH AREAS 1.25 350 UNDERGROUND UTILITIES, PIPES & STRUCTURES, AND SHALL TAKE SOLE
IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW AREA. AT NO POINT IS THE CONSTRUC VALVE SIZE 47I
S.F. (AREA IRRIGATED) RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE
TOTAL SYSTEM LOSSES: * 55-03 TION CONTRACTOR ALLOWED ACCESS TO THE EXISTING IRRIGATION CONTROLLER WITHOUT A MASTER VALVE CLA-VAL 136 ACSKC-24 VOLT,D B CITY, OF AN; DAMAGE OF SAID UNDERGROUND FACILITIES.
AVAILABLE PRESSURE(LOW): 65.00 REPRESENTATIVE OF THE CITY BEING PRESENT.
(-)DEFICIT OR(+) RESIDUAL PRESSURE: 9.97 Q PRESSURE REG WILKINS 500 SERIES FACTORY PRE-SET AT 65 P.S.I. 13. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES,
* )
Set pressure regulator at 65 P.S.I. 1 1/2' ETC. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO
® NEW 1WATER METER AS TO PREVENT PROPER COVERAGE THE IRRIGATION CONTRACTOR SHALL
FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE
OR HALF CIRCLE SPRINKLER HEAD OF EACH SIDE OF THE OBSTRUCTION SO
AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT
NO ADDITIONAL COST TO THE CITY.
14. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE
MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH
r _ ����� _ _ ���� - __ 0����'l n/ /\ �/ _ BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL
LIMIT OF WORK LINE -P ,y�A T TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRE.
r � .
r s-i S -3
7- 1 S-3 s-2 s-i S-2 �-3 I .
REMOVE EXISTING CONCRETE MOWSTRIP AND REPAIR
27 � 5 � � ��y, In GRADE TO MEET EXISTING LANDSCAPE FLUSH.
EXISTING LIQUIDAMBAR
STYRACIFLUA
- . _ _ 1' • -- -- -- SIGHT LINE
�.�
N �-
IT OF WORK NE j` - -. .. :-: � � � 1 I I
LIMIT i I 1
REMOVE EXISTING LIGUSTRUM HEDGE ,�
9 8 7 c1' 6 5 4 i 3 ✓ I 1 _ �PNKRU M iyVo1,6 LANDSCAPE
LANDSCAPE
= ARCHITECTURE
EXISTING LOT EXISTING LOT SITE PLANNING
O
o _ 10630 Town Center Dr.
0
I " J S, at Suite 121
7
1".20'-0 1 . Pancho
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ate CA�p.�17
Rene
' I9M)4842800
Date _``� Fax(9M)484,2802
Of CA�IEc�m!e3
PLANTING NOTES PLANT LEGEND W�.8446
1. CONTRACTOR SHALL NOTIFY THE CITY OF SITE 10. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT SYMBOL
CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS CALL-OUT BOTANIC NAME COMMON NAME QUANTRY SPACING
SPECIFICATIONS. A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS
SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF TREES
2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. T-1 BrachychRon populneus Bottle Tree 15 gallon 25'O.C.
IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT
INSTALLED PER PLAN AND SPECIFICATIONS.
11. WHENEVER PUBLIC LANDSCAPE AREAS ARE ADJACENT T-2 Liquidambar styracfta American Sweet Gum 15 gallon 6 25' O.C. ((��
3. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION TO PRIVATE AREAS,CONCRETE HEADERS ARE REQUIRED. DESCRIPTION of REVISION
SCHEDULE. SHRUBS DATE APPROVED
12. CLEAN SHALL TAKE PLACE A DAILY BASIS UNLESS OTHERWISE S1 Trachelos rmum'asminoides Star Jasmine 1 gallon 85 24" o.C. CITY Q f RANCHO CUCAMONGA
4. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. APPROVED BY THE CITY'S REPRESENTATIVE.
-
� ) g
5. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, 13. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE S-2 Narldfna domestica Heavenly Bamboo 5 gallon 75 36" O.C.
BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS
(SEE SPECIFICATIONS) INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT S-3 Hemerocallis hybrids Evergreen Daylily 1 gallon 106 24" O.C.
SPACING REQUIREMENT.
TERRA VISTA TRACT NO. 15725
6. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.
7. LANDSCAPE CONTRACTOR SHALL TAKE FOUR(a)solL SAMPLES FROM THE VINES PERIMETER LANDSCAPING ON TERRA VISTA PARKWAY
SITE AT LOCATIONS APPROVED BY THE CITY. THE V-1 Partheno'cissus tricuspidata Boston Ivy' 1 gallon 15 10' O.C.
SAMPLES SHALL BE TAKEN AT A DEPTH OF 12"AFTER ROUGH GRADING AND SYMBOLLEGEND IRRIGATION PLAN AND PLANTING PLAN
SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR GROUND COVERS
AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE
INCLUDED IN THE CONTRACTOR'S BID. TREES SHRUBS _
, Bonsai � Double Dwarf Tal(Fescue Sod 1887 S.F. APPH U V E U B Y' - U A T EONA 0% :!�
8. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE CALL-OUT CALL-OUT
DIAL TOLL FREE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS(SEE SYMBOL
CITY E N G I N E E � G��� RCE N0 .24953
_
SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS SYMBOL D E S I GN H E C O M M E N U E D
REPORTS TO THE CITY PRIOR TO MODIFICATION OF
1-800-422-4133 Note: ARCHITERRA ESIGN GROUP
THESE SPECIFICATIONS. SIZE
QUANTITY QUANTITY Tree and shrub planting areas to receive a 4' layer of wood chip mulch top dressing as '�'� LANDSCAPE ARCHITECTURE 0 �f
-- SITE PLANNING -- --- -
AT LEAST TWO DAYS (gal. box) supplied by Blue Ribbon Nurseries, Orange, California. Phone number(714)633-3666. [)HAWN 10630 TOWN CENTER DR.,STE. 128 S I A L E T
BEFORE YOU DIG 9• MULCH INSTALLATION: INSTALL MULCH IN ALL SHRUB&TREE AREAS RANCHO CUCAMONGA,CA 91730
PER SPECIFICATIONS,UNLESS OTHERWISE INDICATED. B.D.S. (909)484-2800 L-2_ OF 5
tOMnOnMM s><MME ALERT of SOUTHERN CJILJFORMA C H E C k.E U RCE No H A W I N G NO . '
R.W.KJCITY DATE FILE No 15$1-L
SHEET OF }
BACKFLOW PREVENTER
ASSEMBLY
NIPPLE - TYPICAL •
(4) PLACES N TO SPRINKLER - ANGLE PIPE TO
SPECIFIED DEPTHI WITr1 45' ELLS
SCH 40 PVC MALE ADAPTOR 0
( ) 3
SCH BO PVC UNION 'SNAP-TITS' WATERPROOF
BRASS OR PVC NIPPLE( NIPPLE L
5 Wm CONNECTORS OR EQUAL
z ROUND PLASTIC VALVE BOX Ae ELECTRIC CONTROL VALVE WHITE
6 THICK X 12` WIDE FAIN BIRD 33 DNP WITH PURPLE ,
W S� COVER..ETCHED "IRRIGATION GATE`CONCRETE PAD (LENGTH VARIES g a RUBBER CAP - SUPPLY ONE KEYPLASTIC VALVE BOX BLUE
BRASS WYE STRAINER PER SIZE/MANUFACTURER) Z (CARSON OR EQUAL) PER 12 ACV'S INCLUDING HOSE r Z MARKED "IRRIGATION II
WITH H Z SLOPE TO DRAIN AT MINIMUM u - SWIVELS. STRUCTURE OR - (CARSON OR EQUAL)
W TH 60 MES bD-
W
� HARDSCAPING � ETCHED WITH CONTROLLER
DSC G NAP
S TITE WATERPROOF
• CONNECTOR OR EQUAL
2% < � FINISH GRADE a
MONEL SCREEN 2 AND VALVE SEQUENCE RED �
` FINISH GRADE FINISH GRADE - INSTALL IN Z_ v BLACK
1 UNION PLANTER BED ONLY F 6" MIN. FINISH GRADE PIG TAIL EXPANSION
�' < MtRIGATION CONTROtLEA LOOP IlMIN 24- LONGI
PVC SLEEVE _ te�MAxIMUMI ��'"�
• •• REQUIRED FOR iI I I I I i I El I r
• ••• •� • ••• _ PIPE THROUGH -111-111- L VALVE - 1 1/Y' OR SMALLER WITH I-III
-
-I ••• •' • II-_III CONCRETE PAD VIII II STAINLESS STEEL HANDLE IIT - SIDEWALK
- - - - - - - r•r•r ••. r• ►r r- -j ) WATERPROOF ALL
_ ��I=III-1 =IIr - PLASTIC VALVE BOX (CARSON OR
RESILIENT WEDGE - Y OR LARGER WITH
• • • • z _I MOISTURE WIRE CONNECTIONS
=11 NIPPLE - TYPICAL -IIIIII T vA RATING NUT IIS =1I =II I=I I I I I1=1I I=I - - =III SENSOR EQUAL) WITH PLASTIC INTEGRATED
I -I I -I • III- E LVE 2" OPE U - - - - _ .. AS PER STD
I I I -
_ I- - LOCKING 1 PLACE AT RA 4
- LID L CE GRADE IN >�
(2) PLACES -iII-II PDXY COATED ��I - - - - - - -i WH R
z _ FROM WATER SOURCE - _ - _III=III-I _ lII III-III-III= - E E F DETAIL s?o k ,�
III I I Z I I-III= r III I� TUR AREAS AND J- ABOVE IN
- _ - _ _ REQUIRED
3 - - - H 4 - 1- - _
SCH 40 PVC MALE iII-III Ilf=l VALVE SC 0 BRASS NIPPLE 12' _III-) I III. -III-)I I 1 II PLANT BED
bD -I I-II -I 90% COMPACTION - 1I- ADAPTOR b (-moiII-1 I - SCH 40 BRASS 90' ELL -I1I-1 I 1= T 3"
PIC TAIL EXPANSION
7TH T-I I I I I-1 iII 1 7 .I II LOOP (MIN. 24" LONG) PIG TAIL EXPANSION
VIII I�I I i REQUIRED III Iff= 11111 = I��i j SCH 40 BRASS 90a STREET ELL Z f LOOP IMIN24- LONGI " WHITE
�III� STAINLESS STEEL FLOW VALVE SIZE FULL PORT BALL VALVE CONNECT � [COMMON)
_ 3" I(-I I SCREW CLAMP ( I E WJELBOW-MALEJFEl,MALE SLIP ELBOW
f� • I h
I
I III- 3" -� SCH 40 BRASS NIPPLEO METER i =iII-III - MINIMUM (3) PLACES. (I1- _I -1 24" LONG O0 - 3.. III-(S�3%ail wnSREC T ELL) BLUE
II-III II o.o _ .o.w.. WI 14
-I, ;. III=111_1 a
• I I- LINE TO SYSTEMS -III=I I I - 50 4 REBAR STAKE �I dao' ? - CRUSHED AGGREGATE WIRES
I- -� _0 SCH 80 1 90' STREET ELL ) III II
CONCRETE THRUST BLOCK,. ELBOW 24" LONG l=i .o: rr•q P °ti4e RED
PER CCWD STANDARDS TYPICAL (4) PLACES = - I, I- s 11 MASTER CONTROL
(-III-I .o;p;P d:o;P II-II 111=iII=III-ii SCH 80 PVC NIPPLE BLACK VALVE
RIGID PIPE AND RELATED FITTINGS SHALL BE PER i =I I I-'l I I I I_i NT COMMON WIRES
CUCAMONGA COUNTY WATER DISTRICT STANDARDS. I-11I-I IIDIF- CO ROL �c CO _ FLO`N
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO III=11I a4� (II=I ___ - _ ' FLOW METER
NOTES: CONSTRUCTION. 1O =III=I W:�,.." eIII-I _ - T - 04AMETER SAME
-(III=III .a !a.?• I11-I SIZE AS FLOW
1. INSTALL PER LOCAL CODES. ElIEl I- - - =HEM METER SIZE
2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY =111=1 I 1=1 i 1=1 I 1=1 I 1=1 I 1=1 DIAMETER SAME SIZE
STRUCTURES OR HARDSCAPING. BRASS NIPPLE AS FLOW METER SIZE
3/4" WASHED CRUSHED
3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) AGGREGATE BASE SCH 40 PVC SXSXT TEE
MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. -
PRESSURE SUPPLY LINE
I NOTES: NOTES:
4. ORIENT UNIT PARALLEL TO STREET. PRESSURE SUPPLY IIAtNtMt1M DISTANCE DOWNSTREAM OF
t. PUCE AGGREGATE PRIOR A IN. O 12" FROM
VALVE 80x. t T T I
. INS ALL CONTROL VALVES A MINIMUM 1 FROM PI
OF 2' OMOR HAROSCA NG.
5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTAL(_ CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. LINE FITTING UNINTERRUPTED PIPE (SX DIAMETER
` ' 3. INSTALL. VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS.
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. OF FLOW METER SIZE)
` 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 4- PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
MINIMUM DISTANCE TR AM
4. P AGGREGATE PRIOR T INSTALLATION F
UPS E OF
DISIMILAR METALS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. LACE AGG EG E 0 O 0 VALVE 80x.
UNINTERRUPTED PIPE 110X DIAMETER
ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AN
6. C E 0
PER T 1 REQUIRED BEFORE BACKFLOW PREVENTER F F W MET q I
7. VALVE E STD. 5 8 EQU ED BE O E BAC LOo Lo E SIZE)
WHEN MAINLINE IS 3' OR LARGER. VALVE NUMBER. VALVE NUMBER.
BACKFLOW PREVENTER BALUGATE VALVE QUICK COUPLING VALVE _ REMOTE CONTROL VALVE _ FLOW METER
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T:S.
SCALE: N.T.S. SCALE: N.T.S.
24" STRONG IIx MODEL 40.
SB-24SS/120V
POP-UP TURF HEAD BODY SET TO
UNI ABOVE FINISH GRADE HI-POP SHRUB HEAD BODY SET TO
FINISH GRADE
1/4" ABOVE FINISH GRADE NOTE:
FINISH GRADE HARDSCAPING(SEE NOTE 4) ❑ ENCLOSURE TO K GROUNDED PER
LOCAL CODE GROUND ROD 70 BE
_I I _ - INSTAL LEO INSIDE ENCLOSURE ON
I -� .'� �• b CONTROLLER SIDE
iII I i l I- 1-III-) I-
!=11 i=1 I I� III=1
PLASTIC VALVE BOX & COVER: STRUCTURE OJ
ETCHED "OC" (CARSON OR EOUAL) HARDSCAPINC STAND ALONE CONTROLLER WITH ANTENNA
FINISH GRADE
ANT 1 ANTENNA PORT
5' EPDXY FILLED LOCATED
AT GRADE IN IhIN AREAS 18 OUTSIDE OF BOX
r
PEINSR CITY AND CA SENSE ,z COAXIAL CARIE CONCRETE HEADER - 1/2- RAotus
REPRESENTATIVE (INSTALL EDGES
SWALE�
E L cALSEN$E CONTROLLERfICAUSENIM RENDITION OF TMCAL ET1 ,- N LAWN / EMODEL NO PER PLANSI I CROSSINGS)
CONTROLLER INSTALLATION
_ FINISH GRADE
I -1 I I I I III=I I I=I II= 6" OR Ir
33 DNP QUICK 1 I(—,III— (I 120 VOLT DUPLEX �► CAL$ENSE HARNESS l EE NOTE
COUPLING VALVE — I I I I OUTLET (GFCII 4D 7F
WITH PURPLE
RUBBER CAP �— - — TERMMAL STRIPS TO �-III=III ..•.• III-III-1
STAINLESS STEEL -I I I I SIZEMATCH CONTROLLER
IR IER _- - - - I i-I I I I I I—I I I—I I I_
SCREW CLAMP I I REMOTE E PIGTAIL MFG TOA _
- PER PLANS VALVES I—III • ' I I—I
MINIMUM (3) PLACES _II
Z FIELD WIRES _ • III r j3 RE-BAR CONTINUOUS
3/4" WASHED
/ •la , • C0��xw WME I —I I UNLESS OTHERWISE INSTRUCTED)
iD CRUSHED
L-1 Fj
AGGREGATE BASE ti �• . ••s �• •• •�' • III—I i I—I I I-
SCH 40 BRASS NIPPLE
(—III-1 i C ENCLOSURE MOUNT
SCH 40 BRASS NIPPLE
24" LONG / ETI O
NOTES
—1-- 1 INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL
CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTORSSE CONTROL
PRIOR TO CONSTRUCTION WIRES
SCH 4O BRASS 9fl ELL 2 CONTROL WIRE SEOUENCE TO CORRESPOND TO THE PLAN'S DESIGN
SECUENCE OF REMOTE CONTROL VALVES
SCH a0 PVC 90' 3 RUN ONE EXTRA WIRE ICOLOR ORANGE) TO FARTHEST RCV ON EACH XISTING)�— WATER now nl
STREET ELL SCH 40 BRASS 90• BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL EACH ORANGE
WIRE AT THE ENCLOSURE _ _ NOTES:
STREET ELL " 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/B' EXPANSION
PRESSURE SUPPLY • COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR
LINE FITTING 4 REBAR STAKE MASTER FLOW PRESSURE BACKFLOW WATER JOINTS AT 20'-0" O.C.
S NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE
24' LONG) VALVE METER REDUCING PREVFNTER METER 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND
PRESSURE SUPPLY LINE CONTROL VALVES 1/Z• 1 1/4• VALVE 1�4• 1a GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND
6 ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO • PRIVATELY-MAINTAINED AREAS.
IDTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 1 1/2 3. CONCRETE TO BE 520-0-2500 MIN.
SYSTEM PRIOR TO ACCEPTANCE
NOTE: T ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
QUICK COUPLING VALVE TURF AREA CONTROLLER ASSEMBLY ET-1 CONTROLLER HOOK-UP CONCRETE HEADER
SCALE: N.T.S. SCALE: N.T.S. -
SCALE: N.T.S. SCALE: N.T.S. �' SCALE:
lei,
w, SCH so PVC UNION
HOUND PLASTIC VALVE BOX t
COVER ETCHED -PRESSURE REGULATOR'
(CARSON OR EOUAL)
FINISH GRADE
VIII lip
III
ti III IF
PR£SSLIRE REGULATOR
I Ik
FROM
WE 3' �I PR EN p�FLow
R T I E 3• I I.
FLOW —�
dal lll�'s IIEII--h,
ElIElIUI
E�I I . Z I I I IHS E
El
9I9-IIFaI�
3/4" WASHED CRUSHED
AGGREGATE BASE
NOTES:
1. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPING.
2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS.
3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER.
PRESSURE REGULATOR
SCALE: N.T.S. SCALE: SCALE: _
SCALE: S
�PNtJ�L APE
KRUM{y�fo�Q�y
V �
C7
S n t re
9
Renewa Date
9' I I '4b
Date
I DESCRIPTION of REVISSION
DATE APPROVE
LANDSCAP' A-P E CITY of RANCHO CUCAMONGA
ARCHITECTURE
SITE PLANNING
Sub 121""C "`�Dr. TERRA VISTA TRACT NO. 15725
10 C"c�'"0"p
CA 91730
PERIMETER LANDSCAPING ON TERRA VISTA PARKWAY
CA 9
(909)484.2800
Fax(909)4842802
Rdw
rrwmde
CA Lc. •�'15
AZ Lc. 129115 IRRIGATION AND PLANTING DETAILS
NV Lic. 0446
APPROVED Y: DATE-
CITY
ENGINEE U,017 L RCE No .24953
DESIGN ARCHIT �SCAPE U
ERRA D S16NGROUP RECOMMENDED
BDS LANSITE PLANNING
10630 TOWN CENTER DR.,STE. 128
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
(909)484-2800
BDS L-3A OF
H 5
_ Ch RCE No AW NG N0 .
SCALE' SCALE: SCALE: - SCALE: RWK/CITY PATE FILE No 15811
-Shccf 6 ,P� fj
_ _
CITY OF RANCHO CUCAMONGA - 2. Provide one controller chart for each controller 4 Stutun in lines for not las than six (6)holm. If kWa develop.repha
PLANTING AND IRRIGATION SPECIFICATIONS 7. All PVC pipe must bear the following markings: M. Control Valve Boxes: 4 if settlement°trots and strbsequhertt nAttistrrhertts to pipe. wives, spnnlcler bads, oinu and m test until rntrrc system is proven watertight
3. The chart steall show the arra oontrulled by the tautomatic controller and shall be the lawn, planting, or other cannrucuon are recasar), the Contractor shall make all ) repeal Y Pro B
maximumchars sits wroth the controller door will allow. a. Manufacturer's name 1. Use 10" x 10-314"round box for all gate valves Carson industries#910-1213 with required adjustments without cost to the City
SPRINKLER IRRIGATION SPECIFICATIONS b. Nominal pipe size green bolt-down cover or approved equal Extension sleeve shall be PVC with 5 All hydrostatic tests shall be made only in the presence of the General Contractor and
The chart is to be a redtreed of the cental tmtalled C. Schedule or class minimum sits of six(6)inches C. Trenching and Backfill Under Paving the Gn of Rancho Cucamonga No pipe shall be backfilled until a has been
4
PART I - tFNFRAI system How•in the d. Pressure rating in P.S.I. observed.tested,and approved in writing
event the controller sequence is not legible when the drawing is reduced,it shall be C. NSF(National Sanitation Foundation)approval 2 Use 9-112" x 16" x 1 1" rectangular box for all electric control valves Carson I T renches located under areas where paving,asphaltic concrete.or concrete will be
enlarged to a sine that will be readable when reduced. f. Date of extrusion Industries# 1419-12B with green bolt-down cover or approved equal installed,shall be backfilled with sand(a laver four(4)inches belowthe pipe and six 6 Furnish necessary force pump and all other test equipment
1.01 DESCRIPTION
(6)inches above the pipe)and compacted in lavers to 950/9 compaction,using manual
5. The chart shall be a black line or bluchne ozalid print and a different color shall be 8. All fittings shall bear the manufacturer's name or trademark, material designation, 3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling valves or mechanical tamping devices I renches for piping shall be compacted to equal the 7 When the irrigation system is completed,perform a coverage test in the presence of •
A Scope of Work Provide all labor,materials.traruportation.and services necessi-to furnish size,applicable I.P.S schedule and NSF seal of approval
and install the irrigation System as shown on the Drawings and described herein used to indicate the area of coverage for each station.
Carson Industries#608-12 with green (lex-lock cover or approved equal compaction of the existing adjacent undisturbed soil and shall be left in a firm the City of Rancho Cucamonga to determine if the water coverage or planting areas
6 When completed and approved,the chart shall be hermetically,sealed between two unyielding condition All trenches shall Left fiushpiping
with c adjoining grade The is complete and adequate Furnish all materials and perform all work required 10
B Standards All work and materials steal: comp!\ With governing codes. safer orders, C. PVC Non-Pressure Lateral Linc Piping 4. Use 9-1/2"x 16"x I V rectangular box for all electric control valva tnaalled within Contractor shall set in lace.ca and rue test all i in under vin or to the correct any inadequacies of coverage due to deviations from the Drawings.or where
pieces of plastic,each piece being a minimum 20 mils on-grade landscaped areas Carson Industne-s # 1414-1211 with prem. boli-down paving work the system has been willfull% installed as indicated on the Drawings when it is
Standards. and regulations. ant Mee: the minimum requirements o� the Standard 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld cover or approved equal bringing obviously inadequate, without brio in this to the attention of the City of Rancho
Specifications For Puhiic Arks Construction(Vreen Book i latest editior. 7 These charts shall be completed and approved prior to the final field observation of joints when installed in planting areas
the irrigation system S. Use 10" x I(I-I/4" round box for all rick coupling• valves installed within on- 2 Generally, piping tinder existing walks is done M tacking, boring, or hydraulic Cucamonga This test shall be accomplished before any ground cover is planted
9 p E cinving.but where anv cutting or breaking of sidewalks and/or concrete is necessar},
1 02 QUALITY ASSURANCF A RFQUiREMENT2 Non-pressure lateral tent piping installed under paved areas shall be PVC Schedule structure landscaped arca, Carson Industries No 910-121i with green bolt-down it shall be done and replaced b) the Contractor as a part of the Contract cost 8 Upon completion of each phase of work, the entire system shall be tested mid
D .Operation and Maintenance Manuals 40
Permits and Fees The Contractor steal: obtain and pad for am and al: permits and al' 4U with solvent welded joints cover or approved equal Permission to tui or break sidewalks and,or concrete shall be obtained from the Guy adjustedto meet site requirements
ohsenauonc ac required Prepare and deliver to the Qty of Rancho Cucamonga within ten calendar day, or N. Sprinkler Heads �3yRra�icho Cucamonga No hydraulic driving ail: be pemutted under concrete 3.07 MAINTENANCE
Tin 3 Pipe shall be made from NSF approved, Type 1, Grade it PVC compound
to completion of constructior., two hard-co\c;. tnree ring binders containing the conforming to ASTM resin specification D 1784 All pipe must meet requirements 1 All sprinkler heads shall be of the same sits, t and deliver the same rate of pal p A The entire im arida system shall be under full automatic tion for nod of seven(7
B Manufacturers Directions t•tanufacturer s directions and detailed draw•tngc shal! be foltowrng information
followed in all cases where the manufacturers of articles uses in this Contras: furnish set forth n Federal Specification PS-22-7U with an appropriate standard dimension p YIe• 3 Refer to Cite Standard 1�0"Trench kc r" when within Civ stints susce table to g opera pe
ratio precipitation with tie diameter(or radius)of throw,pressure.and discharge as shown traffic loads days prior to any planting
in these special provisions
directions covering pointe not Shown in the Drawings and Specifications a Inger sheet which sires Contractors name.address,and telephone number, on the Drawings and/or specifiedD Assemblies: B The Gn of Rancho Cucamonga resines the right to waive or shorten the operation period
and wfuch lists each installed equipment and material item including names 4 Except as noted in paragraphs 1,2,and 3 of this section(2 01B),all requirements for 2 Spray heads shall have a screw adjustment
C Ordinances and Regulations All local.municipal;and state laws.and rules and regulations a�adder of manufactures local representatives non-pressure lateral line pipe and fittings shall be the same as for solvent-weld
governing or relating to an b Catalogand sheets on even material and equipment item installed pressure main Inc 1 Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic 3.08 CLEAN-UP
g F g portion of jus work are nerrb, incorporated into and made a P pipe and fittings as set forth in section 2 O1 B of the Specifications 3 Riser units shall be fabricated n accordance with the details shown on the drawings Install lines tand various assemblies)in such a manner as to conform with the details
W of these Specifications. and their provisions shall be tamed out b\ the Contractor under t}us Contract
In the Drawings Clean-up shall be made as each portion of work progresses Refuse and excess dirt shall be removed
above r convened in these S d Guarantee statement D. Brass Pipe and Fittings: 4. Riser nipples for all sprinkler heads shall be the same size as to riser opening in the from the site,all walks and paving shall be bloomed or washed down,and any dairnage sustained on
Am-thing Specifications srhaJi not be construed to conflict with any of the
ahoy rules, regulations.or requirements of the same Howeve;, wncn these Specifications d Complete operating and munttxisrtce instructions on all major equipment.
and Drawings call for or describe matcnals, workmanship, or construction of a better l Where indicated on the Drawings,use red brass screwed pipe conforming to Federal
sprinkler body. Install NO multiple assemblies in plastic lines Provide each assembly with its own the work of others shall be repaired to its original condition
qualm,higher standard, or larger size than is required b\ the above rules and regulations, In addition. to the above mentioned maintenance manuals, provide the City's Specification#WV+'-P-351.. outlet
the provision,of these Specifications and Drawings shall take precedence maintenance personnel with instructions for major equipment and show evidence in 5. All sprinkler heads of the same type shall be the same manufacturer. 3.09 FiNAL SiTE OBSERVATION PRIOR TO ACCEPTANCE
� install all assemblies specified herein m accordance w•tth respective detail }n
wasting to the City of Rancho Cucamonga at the conclusion of the project that this 2.
D. Explanation of Drawings service has been rendered Fittings shall be red brass conforming to Federal Specification#W'R'-P 460.
O. Sleeving: absence of detail drawings or Specifications pertaining to specific items required to A The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga
1 Due to the Scale of the Drawings. n is not E Equipment to be Furnished E Copper Pipe and Fittings: complete work.perform such work in accordance with best standard practice with ai time of final observation Am items deemed trot acceptable by the City of Rancho
6 possible to indicate all offsets, fitting, 1. Sleeving under hardscape or paved areas for mainline,lateral lines or control wiring prior approval of Cn% of Rancho Cucamonga Cucamonga shall be reworked to the complete satisfaction of the City of Rancho
s' shall be Schedule 40 F.V.C.or approved equal
Cucamonga
sleeves.etc .which may be required The Contractor shall carefulh im•esupatc the 1. Pipe Type K,hard tempered
structural and finished conditions affecting all of his work and plan his work I Supply as a part of this contract the following tools FVC pipe and fittings shall be thorough)\ cleaned of die .dust,and moisture before
atxxttdingl),ftrmshed such fitungs,etc.,as may be required to meet such
conditions 2 Fittings wrought copper,solder joint type. P. Vandal Resistant Controller Enclosure: installation Installation and solvent welding methods shall be as recommended Dv B The Contractor shat! show evidence to the City of Rancho Cucamonga that the City has
Drawings are generally diagrammatic and indicative of the work to be Mstalled TAe a Two (2) sets of special tools required for removing, disassembling and the pipe and fitting manufacturer receivea all accessories,charts.record drawings,and equipment as required before final site
work shall be installed In such a manner as to avoid conflicts between the irrigation adjusting each type of sprinkler and valve supplied on this project 3 Joints shall be soldered with silver solder,45%silver, 15%copper, 16%zinc,24% 1. Controller enclosure shall be of size and type shown on the imgation Drawings and obsm ation can occur
system,planting aria architectural features b Two(2)four-foot valve keys for operation of gate valves cadmium, solidus at 1125'F,and liquidus at 1145*F. Irrigation Detail sheet. 5, On PVC to metal connections.the Con"ctor shall work the metal connections first
C Two (2)keys for each automatic controller Teflon tare or apthmved coual.shall be used on all threaded PVC to PVC,and on all 3.10 SITE OBSERVATION SCHEDULE
2 All work called for on the Drawings b) notes or details such be fumshed and d One (i) quick coupler key and matching hose swivel for even' five(5)or F. Valves 2. A backboard shall be secured to the controller enclosure housing to provide a base threaded PVC to Metal joints Light wrench pressure is all that is required Where
installed whether or not specificall\ mentioned in the specifications fraction thereof of each type of quick coupling valve installed for mounting the automatic sprinkler controller and terminal strip threaded PVC connections are required, use threaded PVC adapters into which the A The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance
1. Ball Valves(1'/,"and smaller) pipe may be solvent welded for the foliow•tng observation meetings,according to the time indicated
3 The Contractor shall not willfulh install the irrigation system as shown on the 2 The above mentioned equipment shall be turned oyer to the Cit%at the conclusion 3. A 1 17 volt duplex box shall be provided with an On/Off switch• and a 117 volt
Drawings when it is obvious in the field that obstructions, grade differences, or of the project Before fine; observation can occur, evidence that the Qt\ has a Ball valves shall be a 125 Ib SWP bronze valve with threaded ends and shall receptacle Metal conduit shall run from the 1 1' vol: supnl\ to the controller E Linc Clearance i Pre-Job Conference- 7 days
discrepancies in area dimensions exist tha: might no; have beer. considered in received material mus; be sho%47f to the Qty a`Rancho Cucamonga be equipped with a stainless steel handle housing All power within the housing shall be properl\ pnaeeo
engineering Such obstructions or differences should be brought to the attention o.` b Ball valves shall be similar to those manufacturer b I All lines shall have a minimum clearance of six (6) inches from each other and _ Presse supply line installation-24 hours
�
the Gra of Rancho Cucamonga In the event this notificauon is no;performed. the 1.04 PRODUCT DELIVERY. STORAGE AND HANDLING equal ) Nitxo or approved Pressure
4 A terminal strip shall he provided,clearl' Indicating the proper points of connection twelve (I 2)inches from Innes of other trades,with the exception of the control wire
Contractor shat! assume full responchhilit\ for an\ ret ision necessan master of all appropriate wiring(station valves, valve•common.centra control)
C Ali Ball valves shall be installed per detail slrcvetsj which shall be installed adjacent to pressure supply line Parallel hoes shall 3. Lateral line and sprinkler installation-24 hours
A Handling of PVC pipe and finings The Contractor is cautioned to exercise care in handling, not be installed directly over one another
! 0, SUB\11T-7A;•S ioading.uidoading.and storing PVC pipe and finings Al: PVC pipe shall he transporcd in 2 ,.• Q. Miscellaneous Irrigation Equipment 4 Automatic controller installation 24 hours
Resilient Wedge Gate Valve(� and larger)
a \ehhcie which aiiows the length of pipe to the fiat so as nor to suhicct it to under bending F. Automatic Controller Assembly
A Materia, its, or a concentrated externa: )odd at any in: An) section of i that hat beer, dented or . 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation 5 Control wire installation-24 hours
• I'O pipe a Resilient Wedge Gate valves shall to epoxy coated and equipped with a 2"
damaged ,Atli De discarded,and if installed. shall be replaced with new piping operating nut equipment. Install ac per manufacturer's instructions Remote control valves shall be connected to
1 The Contractor shat!fu mash the articles.equipment materials.or processes specified b. Resilient Wedge Gate valves shall be No 403 RT-RW'as supplied by Watts
controller tit numerical sequence as shown on the Drawings 6 Pressure supply hours
line and lateral line testing-48 hos
b\name in the Drawings and Specifications No substitution will be aliowed without 1.05 SUBSTTT UMONS or approved equal 2. All miscellaneous irrigation equipment shall be as specified or appro%ed equal
prior written approval b) the Cin of kancho Cucamonga c All Resilient Wedge Gate salves shall be installed per detail G High Voltage Wiring for Automatic Controller 7 Coverage test-48 hours
A If the Contractor wishes to substitute an) eguipmen: or materials for the equipment or PART 3 -EXECUTION 1 120 volt power connection to the automatic controller shall be provided by the 8 Final observation-7 days
2 Complete material list shall be submitted prior to performing ans wort. Material Itst matcnals fisted on the Drawtnps and Spcc ificauons.he ma\ do so by providing the following G Quick Coupling Valves:
shall inciucie the manufacturer.model number,and description of ali materials and information to the City of Rancho Cucamonga for approval 3.01 OBSERVATION OF SITE CONDITIONS Contractor
equipment to be used Although manufacturer and ouhcr information ma_. be I. Quick coupling valves shall have a brass, two-piece body designed for working B When observations have been conducted other than the city of Rancho Cucamonga,show
dhficren:•the following is a guide to proper submittal format 1 Provide a statement indicating the reason for making the substitution Use a separate pressure of ISO P.S.I. A. All scaled dimensions are approximate. The Contractor shall check and serif` all sits - All electrical work shall conform to local codes,ordinances,and union authorities evidence in writing of when and b) whom these observations were made.
sheet of paper for each item to be submitted dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding having jurisdiction
Item No. Ihxulztion Manufacture* Model No. 2 j with work under this Section. C No site observations will commence without "As-Built" record drawings. The contractor
Manufacture-- -- Quick coupling valve shalt be operable with a quick coupler lee}•. Key size and type
2 Provide descriptive catalog literature,performance charts and flow chart,for each shall be as shown on the Drawings H. Remote Control Valves shall not call for a site visit without "As-Built" record drawings, without completing
1 Backflow PreventeT Febco 825-Y-BV item to be substituted B. Exercise extreme care in excavating and working near existing utilities The Contractor shall previously noted corrections,or without preparing the system for said visit
2 Automatic Controller Calsense ET i-DTR2 H Backfiow Prevention Units be responsible for damages to utilities which are caused by his operations or negiec: Check 1 install where shown on the Drawings Where grouted together,allow at least twelve
3 Master Valve Clavval 13b-ACSKC 3. Provide the amount of cost savings if the substituted item is approved existing utilities drawings for existing utility locations (12) inches between adjacent \alve boxes Install each remote control valve in a
4 Etc Etc. Etcseparate valve box
I. Backflow prevention unit shall be of sits and type indicated on the irrigation
B. The City of Rancho Cucamonga shall have the sole resporuibihty in accepting or rejecting drawings Install backflow prevention units in accordance with the Drawings C. Coordinate installation of spnnkler materials including pipe,so there shall be no interference
irrigation submittal must be specific and complete All items must b\ listed and any submitta! item as an approved equal to the equipment and materials listed on the with utilities or other construction or difficulty in planting trees,shrubs,and gtoun covers 1. Flushing of System:
. should include solvent• prime:, wire, connectors, valve. boxes, etc No copies of Drawings and Specifications 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with
manufacturer's literature(catalog cuts)arc required as submittal information 60mesh monel screen and shall be similar to Bailey#I OOB or approved equal D. The Contractor shall carefully check all grades to satisfy tumself that he ma) safd\ proceed 1 After all new sprinkler pipe hetes and assets are in place and connected,all neeessary
1.06 GUARANTEE before starting work on the irrigation system diversion work has been completed,and prior to installation of sprinkler heads,the
3. The Contractor may submit substitutions for equipment and materials listed on the 3. All pressure main line piping between the point of connection and the backflow
control valves shall be opened and full head of water used to flush out the system.
Drawings b% followin procedures as outlined ir. Section 1.05 of the Irrigation revenuer shall be installed as required by local code. The Contractor shall verify 3.02 PREPARATION
g g pA The guarantee for the irrigation system shall be made in accordance with the attached form
Specifications p q Y
The General Conditions and Supplementan Conditions of these Specifications shall be filed with the local governing bod) as to material type and installation procedures prior 2. Sprinkler heads shall be installed ooh after flushing of the system has been
with the City prior to acceptance of the irrigation system to start of construction Submit shop drawing for approval. A. Physical layout accomplished to the complete satisfaction of the city of Rancho Cucamonga.
4. Equipment or materials installed or furnished without prior approval of the City of
. Rancho Cucamonga may be rejected and the Contractor may be required to remove B A copy of the Guarantee form shall be included in the o 1. Check Valves I. Prior to installation, the Contractor shall size stake out all pressure su-,ply lines, J. Sprinkler Heads.
such materials from the site at his own expense P. operations and maintenance manual. routing and location of sprinkler heads
S. Approval of any item, alternative or substitute indicates only that the product or . Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be
products apparently meet the requirements of the Drawings and S ificaui on the C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.R Gbronze construction 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. tnstalled►n this work shall be equivalent in all respects to those itemized
B l following information With replaceable composition, neoprene, or rubber disc and shall meet or exceed FP g
basis of the information or samples submitted Federal Specification WW-V--51I),Class A,Type IV. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings In no
GUARANTEE FOR IRRIGATION SYSTEM B. Rater Supply
6 Manufacturer's warranties shall not relieve the Contractor of his habilit), under the 2 tau shall the spacing exceed the maximum recommended by the manufacturer.
Anti-drain valves shall be of licca duty virgin PVC construction with F.I.P.thread '
inlet and outlet Internal shall be stainless steel and neoprene Anti-drain valve i. The irrigation system shall be connected to water supply point(s)of connection u
guarantee Such warranties shall only supplement the guarantee We hereby guarantee that the irrigation system we have furnished and installed is free from defects p indicated on the Drawings. 3.04 TEMPORARY REPAIRS
in materials and woricmaruhrp,and the work has been competed in accordance with the Drawings shall be field adjustable against drawout from 5 to 40 feet of head Anti-drain valve
B. RECORD DRAWINGS. and Specifications,orduhan wear and tear,unusual abuse,or neglect excepted We agree to repair shall be similar to the Valcon"ADV"or approved equal. The Cit} reserves the right to make temporary airs as necessary to keep the sprinkler system
€ p g p B ret p Spit F:��-Iil
I qkl
2. Connections shall be made at the approximate location(s)shown on the Drawings.
or replace any defects in material or workmanship which ma%develop during the period of one year equipment to operating condition The exercise of this right b). the City shall not relieve the
J. Control Wiring: The Contractor is responsible for minor changes caused by actual site conditions ! I i
1. a ontractor shall provide and keep up to date a complete record set of blueline from date of acceptance and also to repair or replace an) damage resulting from the repairing or g Contractor of his responsibilities under the terms of the guarantee as herein specified.
ozalid prints which shall be corrected dail),showing even change from the onginal replacing of such defects at no additional costs to the Cil\ We shall make such repairs or
Drawings and Specifications and the exact installed locations, sins, and kinds of C. Electrical Supply:
replacements within a reasonable time,as determined by the Cin,after receipt of written notice In 1. Except as noted otherwise,connections between the automatic controllers and rix 3.05 EXISTING TREES 0SCAP£ LANDSCAPE
equipment Pants for this purpose ma) be obtained from the Cin of Rancho the event of our failure to make such repairs or replacements within a reasonable time after receipt electric control valves shall be made with direct burial copper wire AWG-U.F. 600 . KRuM iy 'Q ARCHITECTURE
Cucamonga at cost This set of drawings shall be kept on the site and shall be used volt Control wiring installed in control wire conduit within structure shall he made 1. Electrical connections for any and all automatic controllers shall be made to electrical
of wThttcn notice from the Civ,,we authorize the Cin to proceed to have said repairs or replacements g Where n is neeessar)•to excavate adjacent to existing trees,the Contractor shall use all possible care �o• 'S,
oral. as a record set with AWG-TW'solid copper wire Pilot wires shall be a different color wire for each point(s)of connection as indicated on the Drawings. �► SITL PLANNING
made at our expense and we will pa) the costs and charges therefore upon demand. PI'e to avoid injury to trees and tree roots Excavation in areae where two(_)inch and larger roots occur <J m
automatic controller. Common wires shall be white with a different color stripe for shall be done by hand All roots two(2)inches and larger in diameter,except directly in the path
The Contractor shall make neat and legible notations on the mord drawling progress 2. Connections shall be made at the approximate location(s)shown on the Drawings. p p p _4 ulte 1 Tl7YM1 Gerlier
PROJECT. each automatic controller. Install in accordance with valve manufacturer's of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent Stine 121
sheets daily, as the work proceeds, showing the work as, actual)) installed For The Contractor is responsible for minor changes cause by actual site conditions. �'°
specifications and wire chart In no case shall wire size be less than#14 RanThtO Ctteerrton
example,should a piece of equipment be installed in a location that docs not match LOCATION scarring or excessive drying 1t,'hcrc a ditching machine is run close to trees having roots smaller 7 I q
the plan,the Contractor must indicate that equipment teat been relocated In a graphic 3.03 iNSTALLATION than two(2) inches in diameter.the wall of the trench adjacent to the free shall be hand trimmed, * e" i� Date CA 91730
mariner so as to match the original svmhols as indicated m the irrigation legend The 2. Wiring shall occupy the same trench and shall be installed along the same route as making clean cuts through Roots one(I)inch and larger in diameter shall be painted with two coat, 1 ( - (909)4842900
relocated equipment and dimensions will then be transferred to the original record SIGNED pressure supply or lateral lines Wherever possible. �y 't` ��' Fax 19Kno merle 8M
A. Trenching: of I re-c Seal,or equal Trenches adjacent to tree should be closed within twenty-four(24)hours.and `�'(s FaxAd [d Kn>R484
drawing plan at the proper time where this is not possible,the side of the trench adjacent to the tree shall be kept shaded with burlap o G4� #�
ADDRESSED 3. Where more than one(1)wire is placed in a trench,the wiring shall be taped together 1. Dig trenches straight and support pipe continuously on bottom of trench Lay pipe or canvas AZ ic ��15
at intervals of fifteen(I 5)feet to an even grade Trenching excavation shall follow layout indicated on the
3. Before the date of the final observation,the Contractor shall transfer all information PHONE DATE OF ACCEPTANCE 3.06 FIELD QUALITY CONTROL
from the "record drawing" prints to a sepia mylar or similar mylar matenal. 4. An expansion curt shall be provided within three(3)feet of each wire connection. Drawings and as noted.
Arrangements shall be made through the cit% for obtaining said sepia mylar orEx cion curl shall be of sufficient length n each lice connection at each electric I
similar mvlarmate-nal All work shall be in waterproof India ink and applied to the PART 2-PRODUCTS g 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lino A. Adjustment of the System
R' PP control valve, so that in case of repair, the valve bonnet may be brought to the
molar by a technical pen made expressly for use on mylar material Such pen shall 2.01 MATER]ALS surface without disconnecting the control wires Control wires shall be laid loosd installed under paving or hardscaping.
> 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance
be similar to those manufactured by Rapidograph, Kueffel&Esser,or Faber Castell in trench without stress or stretching wire conductors. and to prevent overspray onto walks,roadways,and buildings as much as possible
The dimensions shall be made as to be easily readable even on the final controller 3. Provide for a minimum of twenty-four(24)inches cover for all pressure supply limes -
A. General: Use only new materials of brands and types noted on drawings, specified herein, of three(3)inches or larger in diameter.
chart(see Section C) The original mylar "record drawing"plan shall be submitted 5. All splices shall be made with Scotch-Lok#3576 Connector Sealin•Packs,Rainbird 2
to the Qt of Rancho Cucanhon a for approval nor to the completion of the or approved equals. p b If it is determined that adjustments in the irrigation equipment will provide proper
Y g pP P P Snap-Tile wire connectors., or approved equal. Make only one,splice with each T r�
controller chart. 4. Provide for a minimum of eighteen(18)incus cover for all pressure supply lines of and more adequate coverage,the Contractor shall make such adjustments prior to . 1 r- T T T (1 O �1 , / l T (1 i% I
B. PVC Pressure Main Line Pipe and Fittings: connector sealing pack. planting Ad ustmcnts ma•also include changes in nozzle sizes and degrees of arc - 1 1 i.J i� V 1 1 V I V
two and one half(2/i")inches or smaller P B j ) t= B GATE APPROVE
4. The Contractor shall dimension from two
oa (2)t permanent points of reference,such as 6. Field splices between the royal f controller and electric control valves will not be u required. t 1 f O RANCH 0 C U C A M 0 N G A
buildingcorners, sidewalk edges, road intersections, etc., the location of the 1• Pressure main line piping for sizes 2"and larger shall be PVC Class 315. S. Provide for a minimum of twelve(12)inches for all non-pressure lines.
6 allowed without prior approval of the Cay of Rancho Cucamonga.
following items: 3. Lowering raised sprinkler Mads by the Contractor shall be accomplished within ten
2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !, PVC10 days after notification b•the Cit
a Connection to existing water lines compound conforming to ASTM resin specification D1784. All pope must meet
K. Automatic Controller: 6. Provide fora minimum cover of eighteen(18)inches for all control wiring. ( ) y > y'
b. Connection to existingelectrical wet. requirements as set forth in Federal Specification PS-22-70, with an appropriate 7. Refer to City Standard 120"Trench Repair"when within City streets susceptible to 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise
pr' standard dimension(S.D.R.)(Solvent-weld Pipe). 1. Automatic controller(s)shall be of size and type shown on the Drawings. traffic loads designated on the Drawings TERRA VISTA TRACT NO. 15725
c. Gait valva.
d. Routing of sprinkler pressure lines(dimension max. 100'along routing). 3. Pressure main lime tin for sizes 1-1/2"and smaller shall be PVC Schedule 40 with 2. Final location of automatic controller(s)s shall be approved b the Cit of Rancho S. Rain Bird EFB-CP valves will be set
e. Spvunklercorttrol valva Pp g � ) peri Y y B. Backfilling: per manufacturers specification so that each PERIMETER LANDSCAPING ON TERRA VISTA PARKWAY
f. Routing of control wiring and locations of all splice boxes. solvent welded joints. Cucamonga.
Lateral operates at design pressure.
Q. Quick coupling valves. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each 1• The trendies shall not be backfilled until all required tests car performed Trenches
4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC eompotutd shall be carefully backfilled with the excavated materials approved for backfilling, B. Testing of Irrigation System:
h. Stub outs for future connections. conforming to ASTM resin specification D1785. All pipe must meet requirements automatic controller location is to be furnished by others. The final electrical hook- IRRIGATION SPECIFICATIONS
i. Other related equipment as directed by the City of Rancho Cucamonga u set forth in Federal Specification PS•21-70 up shall be the responsibility of the Contractor. consisting of earth,loam,sandy clay,sand,or other approved materials,fere from 1. The Contractor slWl request the presethee of the City of Rancho Cucamonga in
large clods of earth or stones. Backfill shall be mechanically compacted in ThewriContractor
least 48 lotus in advance of testing. - E L) A
S. On or before the date of the final field observation,the Contractor shall deliver the L. Electric Control Valves: landscaped areas to a dry density equal to adjacent undisturbed soil in planting areal -1�.-'-�`;l \ ` J Y _ .
S. PVC solvent-weld fittings shall be Schedule 40, 1 1-1 NSF approved conforming to Backfill will conform to adjacent grades without dips, p Q
corrected and complied sepias to the Qty of Rancho Cucamonga Delivery of iter j g p ,sunken areas,humps or other '
ASTM test procedure D2466. 2. Test all pressure ling rands hydrostatic pressure of 1 SO pounds per square inch and ,., ,,
sepias will riot relieve the Contractor of the responsibility of furnishing required 1. All electric control valves shall be the same size and type shown on the Drawings, surface irregularities. prove watertight. I T Y E N J I N E E RCE N o . 24953
information that may be omitted from the prints. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type
2. All electric control valves shall have a manual flow adjustment. 2. A fine granular material backfill will be initially placed on all lines. No foreign DE ,�N ARCHITERRA D N GROUP R J�OIVIMENDED
C. Controller Charts: and installation methods prescribed by the manufacturer j matter larger than one-half '/: inch in size will be permitted in the initial backfill. Note: Testing of prtsstrrr mainlines shall occur prior to installation of the electric /� LANDSCAPE AR T ECTURE _
B one-half('/,) control valves. J•M•C• SITE PLANNING /0•�
1. As-builts drawings shall be approved b} the City of Rancho Cucamonga before 3. Provide and install ore control valve box fbr each electric control valve. _ _ 10630 TOWN CENTER DR.,STE. 128 T
3. Flooding of trenches will be permitted only with approval of the City of Rancho 3 All n under paved areas shall be tested under hydrostatic of 150 D`i 4 ViIN RANCHO CUCAMONGA,CA 91730 S H E E 1
controller charts are prepared. piping Pa P PSS � (909)484-2800
Cucamonga.
per square inch and proven watertight prior to paving J.M.C. L-4 OF 5
H E ,LD RCE No HAW NG NU U .
R.W.K./CITY DATE FILE No 1581-L
SHEET 7 OF _ .
.!i
CONCRETE SPECIFICATIONS B. Construction Materiais: The contractor shall guarantee all workmanship and materials for D. All plant materiall delivered to the site showing signs of damage or disease or is insufficient PART 7- I AND;rAPP MAINTENANCE
all site development,for a period of one year from date of final acceptance of project. in size to carry out the intent of the planting plan will not accepted and will be replaced at
PERT I GENFRAI
1.08 Material and Labor Rcleasa Contractor's expense. 7.01 Scope of Work:
1.01 Description E. Sim of Plant s-Shall be as stated on the Plan Container stock(i-gallon,5-gallon,and 15- Provide all materials, labor turd equipmem tieeessary for, or incidental to, performing all
Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and gallon)shall have been grown in containers for at least one (i)year, but not over two(2) maintenance requirements as reasonably implied or as delineated in the specifications including,but
For concrete information refer to the Standard Specifications for Public Works Construction(Green materials releases for all work performed under Site Development years not limited to the following
Book Ediuon per the City of Rancho Cucamonga) Refer to Sections 4,201,303,and 400,as well
as any other sections related to the installation,per and post installation of concrete work,materials, 1.09 Disposal and Clean-up: F. Substitutions - Substitutions for indicated plant material will be permitted provided the Maintain all plants and planted areas
labor,and clean-up The Standard Specifications for Public Nk orks Construction is available from. substitute materials are approved in advance by the City,and are made at no additional cost Keep planted areas free of weeds and debris.
Remove all waste materials(including excavated material classified as unacceptable soil material), to the City. Except for authorized variations,all substitute plant materials shall conform to Prune trees and shrubs
BI Building News trash and debris generated or encountered during the course of landscape construction,and legally
3055 Overland Avenue g g P g the requirements of these specifications. Fertilized all plants and planted areas
dispose of it During the course of the work. remove surplus materials from the site and leave irrigation
Los Angeles. A 90034 premises in a neat and clean condition. Clean up and remove all remaining debris and surplus G. Plants Not ADoroyed - Plants not approved are to be removed from site immediately and Insecticide spraying
(3 10)202-7775 materials upon completion of work,leaving the premises neat and clean. The site shall be cleaned replaced with suitable plants The City reserves the right to reject entire lots of plants
1.02 Scope upon the request of the inspector represented by defected samples 7 02 Fertilizers
PART 2-EXFCUTION H. Stake all trees,as per details immediately after planting to prevent wind damage. A Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus.and 12-8-8 Gro-Power
Furnish and Install all concrete work complete as indicated on the drawings or as specified, -
including, but no;limited to the following Controlled Release Nitrogen,as designated herein,or approved substitute as required by the
2.01 Protection 1 Plant trees that are to be located in lawn or ground cover areas after finish grades are first Agronomic soils report Available from Gro Power(909)393-3744.
Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be established and allow at least 7 calendar days prior to installation of said lawns or ground
A. Furnish and set all reinforcing steel,bolts.and anchors. allowed to dry out Bare root stock shall be separated and heeled-in, in most earth or other suitable . .
cover to provide for thorough watering of trees All planting holes shall be excavated as B. Ammonium Sulfate Granular form containing not less than 21%nitrogen and 24%sulfur
material until planting Balled and burlapped plants shall have root ball covered with moist sawdust, defined on appropriate details. and shall be registered as an agricultural miner,with the State Department of Agriculture in
B. Install
,all nems required by other trades which are to be cast into concrete. wood chips or other suitable material until planting
compliance with Article 2- "Fertilizer Materials," Section 1030 of the Agricultural Code
C. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where applicable t 2.02 installation 4.03 Soil Amendments:
7.03 General
1.03 Protection Soil amendments shall be as recommended in the Agronomic soils report
Detailed layout of plants within the planting areas shall be performed by Contractor and approved Maintenance shall start immediately after landscape irrigation and planting
by the Landscape Architect and City prior to planting 4.04 Tires Stakes:
All ftrushed concrete work shall be barricaded to pedestrian traffic for three(3)days Barricade shall Maintain all plants and planted areas on a continuous basis as they are installed during the progress
be placed imediately after concrete finishing. Contractor shall furnish,place and remove all of his Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the
own bamcades Contractor shall be responsible for any damage to new construction and Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further of the work,and continue to maintain them until Coral acceptance of total protect. Replace any dead
I/O 6 following.mixture information. or dying plants as directed by the Landscape Architect and City representative.
replacement or repair of the work shall be made without added cost to the City
Native.On-Site Soil with rock no greater than 3"in diameter PART 5 -GROUND COVER AND B •.DDIN G PLANTS A. Irrigation Operate irrigation system on an established program to maintain all plants and
1 04 Clean-up Gro Power Plus, 5-3-1 15 lbs/cy
planted areas in a health. condition Irrigation system run-off shall be kept to a minimum.
Iron Sulfate 2 lbycy 5.01 Scope of Work Damage to imgation system resulting from maintenance and equipment and/or maintenance
Upon completion of all concrete work and before final acceptance,the Contractor shall remove all personnel,shall be restored to its original condition at no cost to the City Failure of any pari
tools,surplus materials,apparatus,debris,etc from the site and the site shall be left in a clean,neat (To be used for bidding purposes only,verify with Agronomic Soils Test.)
condition acceptable to the Cort., Provide all materials and equipment and perforin all work necessary for and incidental to installing of the irrigation system shall be brought to the attention of the City. No repairs other than
all ground cover and bedding plants,as shown on plans,as rea-sonably implied,or delineated in the emergent,, repairs shall be accomplished without written permission from the City.
After backfilling.construct a 3"earthen beim to form watering basin around each plant,to allow specifications
PLANTING SPECIFICATIONS thorough water-in and establishment
B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at
PART 1 -GEtiEP`Ai_ 5.02 Bedding Plants: intervals not to exceed 10 calendar days
Prior to installation of turf and ground cover,remove water basins from around trees and shrubs
The Contractor may elect to remove such concentrations of weeds manually or b,, an
of
Berms in turf areas to be removed prior to City acceptance. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery,and of approved herbicideprogram
1.01 Scope o, ork the species and variety shown on plans PPro
PART 3 -SOI1.PREPARATION AND FINISH GRADING C. Pest Control S . all plants and planted areas at beginning of maintenance program and
Contractor seal: provide all materials. labor and equipment incidental to and necessary for �- P P g g P g
completing alt work,as indicated on the drawings,as reasonably implied, or as delineated in the 5.03 Ground Cover: as may become necessary thereafter by an approved method of pest control,to keep all plants
Specifications as follows 301 Scope of Work: and planted areas free of insects and disease Method shall be reviewed b,,the City prior to
Ground Cover Provide ground cover of the species shown on plans Ground cover shall he an, applications Pest Control shall include Gopher control
A. Provide all materials and equipment,and perform all work necessary for and incidental to establishcu and well rooted in flats or similar containers
1.02 Standards the soil preparation and finish grading of all planting and lawn areas as shown on plans,as D Pruning Prune all plants as designated and directed by Landscape Architect, at start of
reasonabl. implied.or as delineated in the specifications 5.04 Mulch maintenance program and continue to prune plants as directed or as ma,,become necessary
All work and materials shall comply with governing codes,safm orders.standards.and regulations. until the end of tine maintenance program
and meet the minimum reuuirements of the Standard Specifications For Public Works Construction B. Fumishing'placement and grading, topsoil for backfilling of planters if required. Mulch Shall be of compacted wood chip
(Green Boo/ i latest edition
Remove trash weekly Edge ground cover to keep in bounds and trim top growth as
1.03 Qualit. Assurance C. Cleaning and finish grading of planters areas and planting areas 5.05 Coordination necessar to achieve and overall even appearance. Exterminate gophers and moles, repair
damage.
3.02 Topsoil: A. Do not have plants delivered to the job site until site conditions are ready for planting if
A All Contra:tors performing Site Development work.must be licensed in accordance with the
Taws of the State of California planting is delayed,keep plant roots moist and place in a sheltered location protected from PART 8 -ACCEPTANCE OF PROJECT
A Existing on-site soils listed as'acceptable'under'Site Grading'specification. the sun,wind and other damaging elements.
B Contracto-shall provide the Landscape Architect and the City with a list of Subcontractors 801 General
and Nlatena! Suppliers expected to be employed during the course of construction B. Topsoil imported to site for use as GI1, backfill in plamers and mounding. shall be sandy B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to
textured Silt plus clay content of this soil shall be no greater than 151.0 by weight The bedding plants and ground cover planting Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped areas
C. Contractor shall obtain and keep in force Public Liability and Property Damage insurance, boron content of this soil shall be no greater than i pari per million as measured on the is required prior to final acceptance of the work b. tine Cm The Commencement date for the maintenance
donne entire course of the Construction Contract The amount of insurance shall be saturation extract The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos per 5.06 Installation period shall cornmence upon written approval for all phases of planting installation by the City Public Works
centimeter a' 25 C In order to ensure conformance,samples of the imported soil shall be Inspector Maintenance period shall he adequate to verify plant characteristics and estabiishment
determine b� lit,, submitted to an agronomic soils testing laboratory. approved b% the project Landscape Plant round cover and bedding (ants in moist soil and ace as indicated on plans.
g 6 PP P 1 Pe g s~P P
Architect for analysis prior to use Result of testing; to be delivered to Cin for approval A 1 wo inspections shall be made that affect the establishment period: The first after all
D Prior to sari of site development work.the Contractor shall notify the Landscape Architect Soil test to include analysts and recommendations Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance plantings. have been corn leteh installed in order to approve the beginning of the
and Cir. to erve starting and compietion dates Contractor shall also supple the Landscape P P P 1'o P L' P PP
Architect and Cit\ w itis the name and telephone number of the person in charge of the work Soil moisture shall be such that soil does not crumble when removing plants from container establishment period.and the second at the end of the establishment period if plantings are
3 03 Soil Amendments not acceptable at the end of tine 180 day period.due to defective maintenance,then continue
P
1 04 Responsibilities and Coordination Regrade planter areas after planting. to restore smooth finish grade and to insure proper surface establishment until all work meets with the Specifications and can be approved
All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished drainage A 4" layer of mulch material shall be spread over the entire planter area after grade is
A Permits The Contractor shall obtain and pay for all permits and inspections required by by the Contractor established Watering shall begin immediately after mulching (Grading shall accommodate the B. At termination of establishment period all plant material shall be live,healthy,undamaged,
mulch satisfactory
1 and free of infestation inferior plantings shall be replaced and brought to a sa isf D
goycmmg authorities for the work ui be performed P g P
3.04 Soil Preparation condition before final acceptance of work will be made All areas shall be neatly raked and
B Existing Conditions The Contractor shall yen y aIp conditions and dimensions shown on
5.07 Protection free of weeds.
All work on irrigation system shall be complete and inspected for recommended approval and fine
the pians a:the site prior to commencement o(an, York under ibis contract The Contractor
g P F'c PP
grading completed.prior to roiotilhn and prior to soil amendment work. Erect tem ran fencingor barriers to protect planted areas from damage prior to final acceptance.
i shall yen/•• the location and depth of all underground utilities prior to star, of work g g P P g P � � P g P P
C l em orae Utilities The Contractor shall a lfand ay all cost incurred for all After rough grades have been established, prepare all lawn and planting areas by tilling or cross PART 6-Xk •ED ABATEMENT
p PPy or pay ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the
temporan of the project 7 emp orary services shall be coordinated utilities such as water, electncat power and gas as reqwuirith the Cm and other ed h\ him for the
construction site,except for areae that are to be sodded, in which all rock and debris more than I" in diameter 6.01 Scope of work
shall be removed.
contractors on the job site
Provide all material,equipment,and labor necessary to perform all work as indicated on plans,as
D Sure•,. Reference Pomt_s,and Elevations The Contractor is responsible for establishing all
Apply ,spread,and rototil in all soil amendments as recommended to a depth of 6" Water area reasonabl\ implied,and as delineated in the specifications
surveys. reference points and elevations reouired h} him. and shown or. plane for proper
execution,of site construction each
after rototillmg is complete Incorporate evenly into the top 4" to 6"the following for
each 1,000 square feet of planting area 6.02 Quality Assurance:
4 cubic yards of nitrolized Redwood or Fir shaving or equal. A. The Applicator of all weed control materials shall be licensed by the State of California as
E by
The Contractor is responsible for all ill tempo traffic is bars and detours required 200 lbs.of Gro-Powe. or approved equal. a Pest Control Operator and a Pat Control Advisor in addition to any subcontractor licenses
s to iary traffic hers wet detours shall
by him for the con.trucuon of the project All mpo R barn d
P ,
conform to all conditions required by the City or governing authorities that are required
The above soil conditioning onIv are minima!qualities. and should be used only for biddingpurpose,
s s All ate NpSCAPF
because.oil conditions ma, change drasticall. from the time these specifications were developed B A materials and methods must conform to Federal,State,and Local Regulations
1.05 Defective and Unauthorized Work: to the time the actual soil conditioning take place l herefore,the Contractor shall obtain his oxen0 KRJMIy� ��QC,
soils analysis at a rate of one per even 25,000 square feet of planted area These soil tests shall be 6.03 Submittal
All work which is determined b.'inspection to be defective in its construction or deficient in anv of conducted h\ an approved Agronomic soils testing labaraior approved h\ the project Landscape r'
tine requirements o`the plans and specifications,shall be remedied or removed.and replaced M the Architect and Cin Copies of the soil test to he provided during the Pre-construct on job conference Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the J Ce
Contractor at hie o.yn expense in a mariner acceptable to the Landscape Architect and Cin_ Landscape ArehnecUCity a list of the weed control materials and quantities per acre intended for use 5 e
3 05 Finish Grading in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control
1 (16 Inspections Advisor fest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and Renel
After rototilling operations are complete,grade areas to establish finish grades for planting All flow Cit\ data to demonstrate the compatibility of the weed control materials and nictliods with the f 9 Date ��►
The Contractor shall arrange for inspections b\ notifving the Landscape Architect. City and lines shall be maintained and proper tolerances small be met after settlement at the end of the project intended planting and seed varieties present
governing authorities.24 hours prior to time of inspection.unless ommvise noted Inspections shali maintenance period £ OF C���F
be as listed nelow but not necessartl\ in this order Unl\ the insrxcnon pertaining to tiie project 6.04 Responsibility and Coordination
scope of wort, wit. apply Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change
A Landscape Contractor is responsible for the erection of all signs and barriers required to
Rough Grading 3 06 Coordination: prevent intrusion into the treated areas and to notify the public
Drain Lines and Catch Basins
i
Irrigations(main line pressure,coverage R system operations test) Weed abatement work shall he coordinated with the installation of the irrigation system rototilling B. No material or methods shall affect the landscape planting or hydroseed germination. No �
Soil Preparation and Finish Grading and soil amendment work,and planting (See Nk eed Abatement section). material or method shall render the job site unusable for more than 10 days from date of
Plant Maienal(deliver& placement) application.
Substantial Completion Inspection(at completion of landscape improvements)-7 Days PART 4 -TREES AND SHRUBS
Final Inspection(after maintenance period). 7 days 6.05 Non-Selective Herbicides
401 Scope of Work I I i L I I i 1 � N - f .- ( 1
The contractor shah arrange a Preconstruction job conference with the Landscape Architect and Gey Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended M the `" � DATE APPROVED
a minimum of seven(7)days prior to the beginning work Provide all material.equipment,and labor necessary to install all trees and shrubs as shown on plans, Pest Control Advisor) t `., ;.
.4.,
1.07 Guarantiesas reasonably implied and as delineated m the s ciGcations
6.OG Selective Herbicides:
p LANDSCAPE CITY of RANCHO CUCAMONGA
-
4.02 Products ARCHITECTURE _.
A. Plant Siaienals All trees,shrubs,ground cover.bedding plants and lawn shall be guaranteed A. Nomenclalurc- Plant names indicated on the drawings conform the"Standard Plant Names" Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest SITE PLANNING
from date of final acceptance of iandscape construction for periods as follows established b% the American Joint Committee on Horticulture Except for names covered Control Advisor)
P
.therein.the established custom of the nurser is followed 10630 Town Center Dr. TERRA VISTA TRACT NO. 15725
Tors 24" box& larger 1 year 6.07 Weed Eradication: Suite 121
Tiers 15 gal & smaller I year B. Cc,ndttio Plants shall be smmetrncal, aF�erlchoCucarnortga PERIMETER LANDSCAPING ON TERRA VISTA PARKWAYpical for variety and species, sound, healthy, CA 91730
Shrubs All sizes 120 days vigorous,free from plant disease,insect pests,or their eggs,and shall have healthy,nonnal If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting (909)4842800
Ground Cover 120 days root systems,well-filling their container. buy not to the point of being root bound Plants areas will require control prior to removal, spray these areas per fest Control Advisor's Fax(909)484-2802
Bedding Plant 120 days shall not be pruned at anytime,and in no case shall trees be topped. recommendations Richard Krum wede
Lawn(sod 1 120 days G4 Lc #2834 PLANTING SPECIFICATIONS
Lawn(seed) 120 days from first mowing C Trees and shrubs shall he growing at a recognized nursery in accordance with good A Prior to the installation of the irrigation system remove and clear all weeds and deleterious AZ Lic #29115
iW Lc 0446
horticulture practices and shall be of the snc and caliper normalh associated with the materials from planting areas
Guarantees begin after the protect acceptance by City and at the end of the 180-day container size specified on plans Removal of all tags, labels,nursery stakes and ties from •
maintenance period Landscape Contractor shall replace and plant all materials which have died all plant material prohibited until the approval of the Landscape Architect or City. Allow herbicide to kill all weeds Rake or hoe off all desk weeds to a depth of 1"-2"below r' t I , T n
within the time srw stated above,at no cost and within 5 days from receiving written notice from the surface of the soil Physically remove all weeds from the site _ I tT Y F x, N` ` t� _ E N Ci .24953
VW/--
the Landscape Architect or City If dead material is not replaced and planted within the 5 day ✓I� C I JN ARCHITERRAANNING
SIGN GROUP r;E_ ` I( t E . C
period,lin ma. replace dead material with new material and charge the Landscape Contractor for L N
all expenses incurred LANDSCAPEHITECTURE ,7
J.M.C. SITE v �s� G
_ 10630 TOWN CENTER DR.,STE. 128
V�N RANCHO CUCAMONGA,CA 91730 = I - T
(909)484-2800
J.M.C. L-5 OF 5
i RCE No D 4w I NG NU .
R.W.K./C1TYI DATE FILE No 15811
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