HomeMy WebLinkAbout1670-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLANS
TRACT # 15072
LEWIS DEVELOPMENT CO.
1156 NORTH MOUNTAIN AVENUE
MEDIAN ISLAND LANDSCAPE P.O. BOX 670
UPLAND. CA. 91786-0670
TELEPHONE : 609 985-0971
LANDSCAPE MAINTENANCE DISTRICT NO .
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE L-1 TITLE SHEET
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-Z CONSTRUCTION PLAN
PROJECT LOCATION 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-3 IRRIGATION PLAN
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L-4 IRRIGATION DETAILS
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC L-5 PLANTING PLAN
LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW.
L 6 CONSTRUCTION & PLANTING DETAILS
S. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND
"�"' '� :. .\,"°Vit--' ► " SERVICE ALERT AT 1.800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L-7 IRRIGATION & CONSTRUCTION SPECIFICATIONS
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6. SPECIFICATIONS
6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, PLANTING G
-fes --- ---+- `--�'—' AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON
... .»
THE PLANS.
n� � 's '• "• =ter 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND
STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER.
a. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 7 WIDE FLAT AREA AT THE TOP OF SLOPE.AND ALL SLOPES SHALL
HAVE A 1 FOOT WIDE FLAT AREA AT TOE OF SLOPE.
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9. 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 AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER
==� COLOR,OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL
� INCLUDE MOWING.WEEDING. IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW 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 GOOD WORKING
ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
' ATM / \ 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A
QA(ITARIO % i P.C.A. RECOMMENDATION.
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE.PHONE NUMBER
N.T.S. 760-438-0525.
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
• BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8'WIDE X 6'DEEP CONCRETE HEADERS
MAINTENANCE RESPONSIBILITY MAP • BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8"WIDE X 6"DEEP CONCRETE HEADERS CONSULTANTS
• BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6'DEEP CONCRETE HEADERS
• BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6"WIDE X 6'DEEP CONCRETE HEADERS
k ` 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL
• BASELINE ROAD BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS - L A N D S C A P E MADOLE & ASSOCIATES, INC
INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. ARCHITECTURE OF THE INLAND EMPIRE
PO 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: SITE PLANNING CONSULTING CIVIL ENGINEERING
AND LAND PLANNERS
• PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. - 10630 T0Wn Center D r. 10601 CHURCH STREET,SUITE 107
• PRIOR TO COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY Suite 12 8 RANCHO CUCAMONGA,CALIF. 91730
INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS PHONE (90(909) 948-1311
DETERMINED BY THE CITY INSPECTOR. Rancho Cucamonga FAX 948-
8464
• ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. • CA 91730
• PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. (9 0 9) 4B4-2800
I Fax (909) 484-2802
I I
Richard Krumwiede
CA Lic. #2834 AZ Lic. # 29115
NV Lic. # 446
LANDSCAPE QUANTITIES SCA
0
DESCRIPTION OF REVISION
DATE JAPPROVED
TOTAL CITY MAINTAINED ACRES: .325 acres — CITY of RANCHO CUCAMONGA
TOTAL AREA: 14,150 s.f. O CHURCH ST. & TERRA VISTA PKWY.
CITY MAINTAINED AREAS
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TOTAL NON-TURF PLANTER AREA: 8,510 s.f. LANDSCAPE IMPROVEMENTS Z SOUTH OF BASELINE ROAD, �OF
TOTAL HARDSCAPE AREA: 5,640 s.f. ROCHESTER AVENUE
U
TOTAL TREES. COVER SHEET
Church St. APPROVED BY: - - ATE :
Magnolia g. 'Samuel Sommers' (14) 15 gallon AP,- CITY ENGINEER ��G CE N0 . 24 9 3
vPGN S� Terra Vista Parkway r _� y'\ DESIGN JAK ARLLANIDS APE TERRA RCH'ITTEEC URE D
} p -4 SITE PLANNING
�N Magnolia g. Samuel Sommers ( 18) 15 gallon
-! .---- 10630 TOWN CENTER DR.,STE. 128
DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
31 4+ JAK (�)4842800 FAX: (909)484-2802
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N.T.S. sQ °3," ��e• CHECK JD RLA NO. 2834 DRAWING NO.
f r / DATE 03-12-99 FILE No. 1670 I
PROJECT SHEET NO. OF
2 1
LIMIT OF WORK W
ee Z CONSTRUCTION NOTES:
W CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
> 1 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 THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY
�/ % i � FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
1. V�1p�i / 45°typ. — �' I ���C' W CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
�1I�////// X45°typ b % r�� 2- UTILITIES,PIPES,AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
"""////""/„/////'/”'/"'/„„"""""”'/"""”' v J INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
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LIMIT OF WORK = CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS
�� .0AllA' �f�/`"'' a REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS.
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/ // O SEE STREET IMPROVEMENT PLANS FOR VERTICAL CONTROL.
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/// ��-0r ///// LIMN OF wpR4.'
CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED.
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v / 5- REFER TO IRRIGATION PLANS.
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'37t �} PRIOR TO PLACING CONCRETE,THE CONTRACTOR MALL SUFFICIENTLY COMPACT THE SUBGRADE AND
1�� / (�, SCALE. 1 = 30t 6. PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.
v Z IF IN THE FIELD.SCALED DIMENSIONS CONFLICT WITH STATED GRADES ANI ELEVATION.THE DESIGN 2
ELEVATION SHALL TAKE PRECEDENCE.
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; � _ EE nBBM CONSTRUCTION LEGEND:
MATCH
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r� " --' LIMIT OF WORK t CONCRETE CURB PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS.
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T E R R A V I S T A A R K W A Y � � ARCHITECTURE CHURCH ST. & TERRA VISTA PKWY.
/ --- -------------•• •����•�••��••�•••••••••••••/••••• , Q SITE PLANNING LANDSCAPE IMPROVEMENTS
A861h. °• C.p. C 9'73C SOUTH OF BASELINE ROAD EAST OF
'' Aarch°Cucsm°npa Ce 9'730
LIMIT OF WORK �� 1 2 t9091d862600 ROCHESTER AVENUE
h, 1909:dee 2802
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2 1 2 1 CA Lc#2834 AZ L¢#29115 W Lk 1646
1 CONSTRUCTION PLAN
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Underground Service Alert FOR IRRIGATION PLAN,SEE SHEET L-3 - / £� APPROVED BY: - DATE : '
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SCALE: 1” = 30' FOR PLANTING PLAN.SEE SHEET L-5 � z fvFc�•yfQTY FNI
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DESIGN
Call: TOLL FREE ��; ARCHITERRA DESIGN GROUP
t T ALANDSCAPE ARCHITECTURE
�S F - QV � SITE PLANNING
-8OO GNuP H �. r+ J'° ' 10830 TOWN CENTER DR.,STE. 128
�-' q ' ' DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
fJ, Date
\ (909)484-28M FAX: (909)484-2802 l-2
227-2600 '' �rF of CV\i
CHECKED DRAWINC�NO.
TWO WORKING DAYS BEFORE YOU DIG "IAF DATE a-t2-98 RLA NO. -mm- 1470
PROJECT SHEET NO. OF
SPARE WIRE NOTE: IRRIGATION NOTES:
CONTRACTOR TO INSTALL(1)SPARE ORANGE WIRE 1. NEW WATER METER(SIZE PER PLANT.AS PROVIDED BY CCWD.IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR
ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE
148 FARTHEST REMOTE CONTROL VALVE ON EACH BRANCH. CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
539 SO.FT. 1" 2 TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER.FOLLOWED BY A PRESSURE REGULATOR nF REQUIRED).
LIMIT OF WORK W FOLLOWED BY BACKFLOW PREVENTION DEVICE.FOLLOWED BY A FLOW METER.FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT
SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS.MANUFACTURERS'RECOMMENDATIONS
27 9
,�AF ,,,,,, ,,,,,,,,,,,,,,,r,,,,,,i j AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
1051 SO.FT. 1 1/2" /01
/ a BACKFLOW I PREVENTION LLE TO SHALL
TA ET ANBE D SCREENTALLED ED WITH SHRUBS ITHIN A STRONG BOX(SO)NEVER POWSS BLE.5 AL ALUM ENCLOSURE AND SHALL
/ W
0 > 4. BACKFPOSSILOW
PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER
/// / Q
/ 5 THIS DESIGN IS DIAGRAMMATIC.ALL PPING.VALVES.ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY
19/4• 3/a• - '-� / AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM,
// , Now r r r 10 WALLS.STREET LIGHTS.SIDEWALK.UTILITY LINES AND EQUIPMENT.AND ARCHITECTURAL FEATURES.
10
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10 /�` ' / /// •r 3!4• !a• % lC �'- & ANY CONTRACTOR
ALLVRIFYDISCREPANCIES SHALLCONDITIONS
BE REPORTED DIMENSIONS
CTIONHOW IMMEDIATN ON ELY TO THE CITY.
AT THE SITE IOR TO COMMENCEMENT OF
1134 SQ.FT. ��Jl�wi// �r
// r• '
/ � r r r 3/4• 3/4 �,'
// � 3!a• � 7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELFMERSELF WITH ALL UNDERGROUND UTILITIES.PPES AND STRUCTUFPS,AND SHALL
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rz �, / '/s'/'/���������� ����i�iiiiiiii�iiii���������� � W TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT.AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID
UNDERGROUND FACILITIES.
2'D 11 // r • 3/a• / /e/�/i "r_
/ LIMIT OF WORK 6. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL
" / / � 3r4' ////// � OCOMPENSATINGTNOZZLE SCREEN{PCS)IS.STREETS. N ALL SPCRINKILER HEADS ATLL �INEITIALE�LS��CONSTRUCTION. INSTALLATION OF A PRESSURE
1207 SQ.FT. 1/2 // aw dp/'I!• 3/a• //
/// •r R /// 0 9. WHEN VERTICAL OBSTRUCTIONS fFiR HYDRANTS.STREET LIGHTS.TREES.ETC.)INTERFERE WITH THE SPRAY PATTERN OF THE
i �• 3/a' / /// I-T OF WORK ! SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE.THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER
0
dp i-.S 3/4• zz-/ / LIM SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO
PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.
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t 3/4• 10. INSTALL ONE(1)SPARE ORAGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE
tea' „ - IRRIGATION ON EACH
ON W R NRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR
�� It wo SCALE: 1 - 30
dim•t • 11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(NRF)AND 2 INCHES OF WATER PER WEEK
top (GROUND COVERISHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY
/ 1/2* 3/4' ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
�' ' ' tea• v XERISCAPE ASSESSMENT SYSTEM SUMMARY
* 2 12 THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM
(NOTE: SEE IRRIGATION DETAIL SHEET L-4 FOR SYSTEM SUMMARY) DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRCATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER
4'
\A PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE
CITY.
Nth , X-5 1226
t& SATS GBOX(SBATIC S)24SSI�20 VOLT CONR TO BE A AROLLERIELEICTRICAL ENCLOSURE. MOUNT THE N(DIGRAL RADIOI MARTA ANTENNA NAORT L PORT fElP10�XY FILLEDWITHIN�ON TOP
���/ 11[�B„ g" 928 SO.FT. OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL
� TC �N - SEE L - r PROR TO THE CITYS ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE
7 M A V E_--=mom "� '��, CITY.
r ��. + + LIMIT OF �y K 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER
rFff, HOOK-LIP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED
/ , AND PAID FOR BY THE DEVELOPER.
% ! ,> f�i , �> '"'''"''''''•� Q PRESSURE LOSS CALCULATION
15. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE
0 ,� '�O +1, 4• t�0 ! _ DESIGNATED ON THE PLANS.
Q ���, 3!4• , r + i"' T •�1. r __ = _ ; 16. AL POP-UP GRADE.SHED SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS IW ABOVE
/-n 0 - p. PROJECT: CHURCH ST. N3 TERRA VISTA PARKWAY(L.M.D.) BY: JAF
STATIC PRESSURE HIGH: 65 @ HIGH WATER PSI LOW. 55 PSI
0 � 3la• 3/4' SOURCE OF INFORMATION- RUSSELL-CUCAMONGA COUNTY WATER DIST. IRRIGATION LEGEND
?J / n "12" 3/4" SUPPLIER- CUCAMONGA COUNTY WATER DISTRICT
/ U R C H �4" 3/4' Z PHONE NUMBER: (909) 987-2591 - ENGINEERING
POINT OF CONNECTION NOTE. C H S T R 1 VALVE STATION/GPM: STATION: 9 27.0 GPM XER. REF. 11.1
CONTRACTOR TO CONNECT TO PROPOSED 1 1/218 40 E
DOMESTIC WATER METER BY CUCAMONGA COUNTY S T
WATER DISTRICT. CONTRACTOR TO INSTALL A 2" � /����/�����������""""""' ITEM- P�.l--LOSS, SYM. MANUFACTURER 1l�L2DEL[�J141B® DESCRIPTION HAUS O.P . P,S.I.
REDUCED PRESSURE BACKFLOW DEVICE, 1 1/2" LIMIT OF WORK �i„ 1 U " RAINBIRD 1812-SAM-PRS-8Q POP-UP SPRAY HEAD T .40 25
MASTER VALVE AND A 1 1/4" FLOW SENSOR. IN- F- WATER METER SIZE: 1 1/2 0 27 GPM 1.50
STALL PVC MAINLINE TO CONTROL VALVES AS CONTROLLER NOTE: Act BACKFLOW DEVICE SIZE: 2" 0 27 GPM 11.00 • RAINBIRD 1812-SAM-PRS-SH POP-UP SPRAY HEAD T .MIO 25
SHOWN. CONTRACTOR TO INSTALL A CALSENSE CONTROLLER 1 MASTER VALVE: 1 1 1/2" 0 27 GPM 0.84
MODEL NO. ET-1-12-DR W/ANT-1, ANTENNA PORT INSTALLED FLOW SENSOR 1 1.25B @ 27 GPM 0.78 0 RAINBIRD 1812-SAM-PRS-120 POP-UP SPRAY HEAD 11' .00 25
WITHIN A STRONGBOX MODEL NO. SBBC-24SS-120V ENCLOSURE W/AN `
EXISTING STATIC PRESSURE: 55-65 PSI GATE VALVE(S): 2 3" @ 27 GPM 1.00
SYSTEM DESIGN PRESSURE: 50 PSI ELECTRIC METER SOCKET. FINAL CONTROLLER /PEDESTAL s MAINLINE ( CL. 315): 3" 1060 L.F. 0 27 GPM 0.95 0 RAINBIRD 1812-SAM-PRS-12H POP-UP SPRAY HEAD 1t' 1.20 25
LOCATION PER CITY INSPECTOR. CONTRACTOR SHALL COORDINATE
MAXIMUM G.P.M. DEMAND: 32 GPM CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY MAINLINE (CL.
315): L.F. @ GPM 0.00
AND CALSENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND AUTOMATIC VALVE SIZE: 1 1/2" @ 27 GPM 2.80 0 RAINBIRD 1812-SAM-PRS-12T POP-UP SPRAY HEAD 1t' .80 25
CALSENSE AT: LATERAL LINE SIZE 1/2" L.F. 0 GPM 0.00
2075 CORTE DEL NOGAL SCALE: 1 30' 3/4" 38 L.F. @ 6 GPM 1.15 0 RAINBIRD 1812-SAM-PRS-12VAN POP-UP SPRAY HEAD tt' .00 25
SUITE P 1 3" 1" 12 L.F. @ 12 GPM 0.40
CARLSBAD, CALIF. 92009 1 1/4" L.F. @ GPM 0.00 NOTES:
1 (619)438-0525 1 1 1 1/2" 4 L.F. @ 27 GPM 0.04
1 2" L.F. @ GPM 0.00 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE TO
1 1 1 21/2" L.F. 0 GPM 0.00 REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. SEE DETAIL L ,SHEET L4
3' 0C LIMIT OF WORK , 1 2 LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING IRRIGATION LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION.
30= 1 M �3 r /1 = IRRIGATION HEAD PRESSURE: 25.00 CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR
(� LIMIT OF WORK 1 SYSTEM LOSSES SUBTOTAL: 45.46 REPAIRING ANY IRRIGATION LINES/SPRINKLERHEADS N1, EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING
awn&it ... ...,...�.,.,�.. �,,.,,,,,,..,.,,..�� // 1 m FITTING LOSSES (5 % OF SUBTOTAL): 2.27 CONSTRUCTION.
1 16 J1N SEE MAINLINE NOTE BELOW ; Uj ELEVATION LOSSES/GAINS (ECFV. x .433) t: 0.00 WATER METER 11/7 PROPOSED DOMESTIC WATER METER BY CUCAMONGA COUNTY
W ; ISI 1 W TOTAL SYSTEM LOSSES: 47.73 WATER DISTRICT
..rte U) AVAILABLE PRESSURE (LOW): 55.00
♦' �7a� 3/a• ar1 �ap -T V- 3/at i'a* , ,12• 4• 3/4 .o- , 1 rY 314' 3/4• 1 (-) DEFICIT OR (+) RESIDUAL DUAL PRESSURE: (+) 7.27 0 FEBCO 825 Y-BV%0 2'REDUCED PRESSURE BACKFLOW W1 BRASS (4308) Y STRAINER.
' 1 INSTALL BACKFLOW IN A STRONGBOX MODEL NO. SBBC-45-AL
W 1 w NOTE: MAINLINE SIZING WAS INCREASED BECAUSE OF LOW STATIC ENCLOSURE
z 3/4' 3/4' 2' 3/4' 3/4' 3/4' 3/4' 4 3/4' 3!4" /4 3/4' 3/4 3/4' 3/4" 1 J PRESSURE. N WATTS 403-RT-RW LINE-SIZE GATE VALVE
= I 4 18 1 = SUPERIOR 3100 SERIES 11/7 MASTER VALVE,NORMALLY OPENED GLOBE VALVE
U , T E R R A V I S T A P A R K W A Y 11,2" 663 SO.FT. 10
1 1 Q ® DATA INDUSTRIAL FM-1.25B FLOW SENSOR,INSTALL PER MANUFACTURERS RECOMMENDATIONS
Q
1 LIMIT OF WORK1 XER. REF. 11.2 RAINBIRD EFB CP PRS ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
C CALSENSE ET-1-124DR W/ 12 STATION SOLID STATE AUTOMATIC CONTROLLER IN A STRONGBOX
REF. 11.5 ANT 1 -ANTENNA PORT MODEL NO.SBBC-24SS-120V ENCLOSURE
1 1 O RAINSIRD 33DNP W/33DK QUICK COUPLER VALVE W/(2-KEYS TOTAL)
30 7 30 6 20 15
1104 SOFT. 1 1/2" 959 SOFT 1 1/2" 695 SO-FT. 1 1/2"
APPROVED CL 315 PVC CL 315 PVC MAINLINE SIZE AS SI•tOVIM.MM.DOVER 24•FOR 3"
SCALE: 1" = 301 SHEET KEY MAP
APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN.
APPROVED SCH.40 PVC SLEEVES.SIZED 2X LARGER THAN PIPE TO BE INSERTED
27 1 2 30 32 3 1 •�
1 Ro APPROVED SCH.40 PVC WERE SLEEVE,SIZE AS 540'WN
1079 SO.FT. 1 1/2" 1 1/2" 1066 SO-FT 1128 SQ. 1 1/2" 1
LIMIT OF WORK i1011F'FAVIF 0 If If If If If 10,10'.41 777777 77 71
CJ
/ 100U
�10
0 1w
O/ 1 W
�/ a737 �4D � 4
/ - ---- w � i
DESCRIPTION OF REVISION DATE APPROVED
/ 3l4' 3i4• 314" 3/4" 3i4" 3/4" 2' 3/4' 3i4` 3l4' 314" 1" 2. 314" 3l4' 314 1 Z 6 ■ 6 • CITY o1 RANCHO CUCAMONGA
, „�• 1J l�_JJ__LVJ
� / LANDSCAPE
OF
T E R R A V I S T A P A R K W A Y 0 ARCHITECTURE CHURCH ST. & TERRA VISTA PKWY.
/ Q SITE PLANNING LANDSCAPE IMPROVEMENTS
... .................................................
srch TIP-
uc Center Or 51,73,28 SOUTH OF BASELINE ROAD, OF
Rmc�o Cucemanpe CA 9' 30
LIMIT OF WORK �. 1 2 9°9'484 09148°" ROCHESTER AVENUE wo
+., (9091 dea-2802
AicMrd Krumr de
CJLcQ83d.zLc029ttsHvlc0dds IRRIGATION PLAN
U ;
Underground Service Alert VALVE SIZING KEY i Pt�L\;Af'r APPROVED BY: DATE:
9 MAINLINE NOTE: ;��, K' ��A�
CONTRACTOR TO ROUTE MAINLINE SCALE: 1 = 30 P
:° f o l
APPROXIMATELY 12"BEHIND PARKWAY � `�; �- l�
Call: TOLL FREE SIDEWALK FROM POINT OF CONNECTION VALVE 6 1 10 GPM FOR CONSTRUCTION PLAN , SEE SHT. L-2 DESIGN ARCHITERRA DESI{Gl�t'GROUP
TO CHURCH STREET MEDIAN ISLAND. FOR PLANTING PLAN, SEE SHT. L-5 - - JAF LANDSCAPE ARCHITECTURE
VALVE SIZE UAG 5S A E t T ~- 5t 1063i0TOWN CENTER DRSITE C,STE. 128
(( 1 -800 - / \ f - - -g"'. 9�
DRAWN RANCHO CUCAMONGA.CA 917M SHEET
c � JAF (W9)�-�M FAX: (909)484-2802
227-2600 ,��; ��lc G'r`1 r , L-3
�-��'.! CHECKED DRAWING NO.
' JAF DATE 8-12-98 RLA N0. 2s334
TWO WORKING DAYS BEFORE YOU DIG
PROJECT SHEET NO. OF
TO SPRINKLER . ANGLE PIPE TO
SPECIFIED DEPTH WITH 45°ELLS
g STRONG BOX SBBC-KrAL BACKFLOW PREVENTER 0 SCH 40 PVC MALE ADAPTOR
ENCLOSURE ASSEMBLY
z ROUND PLASTIC VALVE BOX i ` SCH 80 PVC UNION •SNAP-TITE•WATERPROOF
NIPPLE-TYPICAL
1++ BRASS OR PVC NIPPLE CONNECTORS OR EQUAL
COVER ETCHED'IRRIGATION GATE'
- - _ (4)PLACES ELECTRIC CONTROL VALVE
(CARSON OR EQUAL) WHITE z
z_ BLUE co PLASTIC VALVE BOX
}' FINISH GRADE m -' MARKED *IRRIGATION RCV' Z41- i-RONG SON WCD� NC
NIPPLE 'SNAP-TITE°WATERPROOF Z Z (CARSON OR EQUAL) se-Z ss/ zw
RED CONNECTOR OR EQUAL o ETCHED WITH CONTROLLER -r
rn#cKX 2,"IDE BLACK 41- ¢ AND VALVE SEQUENCE
PIG TAIL EXPANSION F FINISH GRADE
CONCRETE PAD(LITIGTHVARiLB IRRIGATION CONTROLLER LOOP MIN. 24' LONG a� t 1,6�'MIH. NOTE CODE.TGROUND Ra
z PER SIZEIMANUFACTURER) 1 1 LOCINV& END TO KOSjRf ON
BALL VALVE-1112'ORSMALLER WITH BRASS WYE STRAINER ( )
STAINLESS STEEL HANDLE WITH 60 MESH SLOPE TO DRAIN AT MINIMUM 2'k CO%TROLI
MONEL SCREEN 1 PLASTIC VALVE BOX ARSON OR b
RESIUENTWEDGEGATE VALVE-EPDXY FINISH GRADE WATERPROOF ALL SER siDE
UNION EQUAL)WITH PLASTIC INTEGRATED WIRE CONNECTORS ac SIDEWALK
Z COATED,2'OR LARGER WITH Y OPERATING PVC SLEEVE LOCKING LID. PLACE AT GRADE IN AS PER STD. 3411! MOISTURE
NUT ► • TURF AREAS AND 3'ABOVE IN i_ i
FMZ
• _• REQUIRED FOR DETAIL 520 oe
SENSOR GRADE
VALVE r• . • •• PIPE THROUGH • a a. �� s-r X 3--r X r COKCRETE
• 4141 = PLANT BED. � WHERE �� � �
FOOTwoG
CONCRETE PAD PIG TAIL EXPANSION N PIG TML EXPANSION REQUIRED .'u `: 27t W TO �T AND MMMUM MOF 2%
_I _ _ {i
NIPPLE -TYPICAL � � LOOP MIN. 24' LONG) I-
(2) PLACES LOOP (MIN. 24' LONG) 2W WHITE 3' ( b' Ii -I CorroR MRF/Cam wRcs w
FROM WATER SOURCE - (COMM N) � I I I
SCH 40 PVC MALE Z II�'I_I I;1- I I i ( -II i I I I S sc�ao avc ca+Du
COMPACTION �7►T ADAPTOR OF 14 BLUE FLOW BRASS ANGLE
REQUIRED ILL WIRES m 120 rocT eaeE w R,d^ sTM 6 I
f f• _ I
3- CONDur (PER Loci CODE) 90' SWEEP ELL art
ep 3/4'WASHED TO POWER 4DE OF CABINET (TYP.)
T _ RED '`dp°1P '.o
MASTER CONTROL o mob. CRUSHED AGGREGATE 1 ANT ' mrmm POR<EPeXr
f c„ r D,p TO METER i• •�i i' • LINE TO SYSTEMS BLACK VALVE � ,r •� 1i��
ed �o-d tIEAv OUT,•WEATHER - RESISTANT � FILLED LouTEa Ou1S,0E OF
Z a m PNO*C EiECTRIC SwN CN FOR SECURrT !Ox CITY
AW1T CALCct E RE
0.
� CONCRETE THRUST BLOCK ELBOW FLOW METER Ar L1c••- cONTRo� As REoulRes PER � PER crTY AND r�CENSE REP.
o � PER CCWD STANDARDS TYPICAL (4) PLACES DIAMETER SCH 80 PVC NIPPLE
SAME SIZE AS CONTROL i COMMON WIRES WSEWR COWROLLER MODEL NO L J 1
RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELECTRO METER PER SCE
• PER P-ANs I
FLOW METER REFER TO CONTROLLER J i
CUCAMONGA COUNTY WATER DISTRICT STANDARDS. DIAMETER SAME SIZE - _ INSTA"TION sTO.
CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO AS FLOW METER SIZE SIZE �- -� SECuRrr UGC'
I J
TIMER REOU,RED PER L_I
CONSTRUCTION. PLANS. FINISH I
NOTES: GRADE r QAOUFO ROD
3/4'WASHED CRUSHED MINIMUM DISTANCE DOWNSTREAM OF r ' LI C0N0kff
1. INSTALL PER LOCAL CODES. BRASS NIPPLE FOR sEcualTY LAGM MIn.
AGGREGATE BASE 2. EQUIPMENT TO BE INSTALLED ATAWOMUMOF24'FROM ANY UNINTERRUPTED PIPE (5X DIAMETER '� II II Iso VOLT WIRE IN 00=
OF FLOW METER SIZE CONDUI- (PER
NOTES STRUCTURES OR HARDSCAPING. ) En
SCH 40 PVC SXSXT TEE 3TPRESSURE SUPPLY LINE �i Loci CODE)
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. WHEN UNIT IS NEXT TO A STRUCTURE P.E.WALL,BUILDING,ETC.) MINIMUM DISTANCE UPSTREAM OF -
2. INSTALL CONTROL VALVES AMIN.OFItFROM STRUCTURES ORHARDSCAPING. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. UNINTERRUPTED PIPE (LOX DIAMETER NOTES " '-
3. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4. ORIENT UNIT PARALLEL TO STREET. OF FLOW METER SIZE) 1. INSTALL CONTROL VALVES A MINIMUM OF 12'FROM STRUCTURE OR HARDSCAPIM. -
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. SCREEN UNIT NTH SHRUBS WHENEVER POSSIBLE.
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. - --
5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6, DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE OR HARDSCAPING.
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DISIMIUIR METALS, 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
VALVE NUMBER. 1. VALVE PER STD.518 REQUIREDC BEFORE BACKFLOW PREVENTER 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
GATE VALVE '� CE rz FLOW METER = RC;fvyUVOW SHUT OFF VALVE (;ONTBQLLER ENG, I-YPE A
SCALE: N.T.S. STD. PLAN 518 -r SCALE: N.T.S. STD. PLAN 517 SCALE: N.T.S. STD. PLAN 516 SCALE: N.T.S. STD. PLAN 520 SCALE: N.T.S. STD. PLAN 522
I-POP SHRUB HEAD BODY SET TO
RAIN BIRD 33 DNP WITH PURPLE HARDSCAPING(SEE NOTE 4) 1/4'ABOVE FINISH GRADE
STAND ALONE CONTROLLER WITH ANTENNA RUBBER CAP - SUPPLY ONE KEY INISH GRADE
PER 12 OCV'S INCLUDING HOSE 41• .41 I, .• ..41.41•
ANT 1 ANTENNA PORT
SWIVELS. STRUCTURE OR �;.;• ;. _41'41• _.:• �. Z•
EPDXY FILLED LOCATED HARDSCAPING _ -
OUTSIDE OF BOX. COAXIAL CABLE FINISH GRADE - INSTALL IN I
INSTALLATION/LOCATION PLANTER BED ONLY.
PER CITY AND CALSENSE 1r MAXIMUM I I M
REPRESENTATIVE CALSENSE CONTROLLER,
t - MODEL NO. PER PLANS II-
- _ l9 � �,M 1�M ►� 1� I.' III-I III III �II( �
INSTALL CALSENSE INSTALL CONDULETTEW/ w w w w 1 -III I i=III - CLEAN BACKFILL SEE
TP 110 DEEP WP"T BOX _ NZ -' 'I = I I - SPECS. FOR MATERIAL.
_ z
CALSENSE HARNESSCLEAN BACKFILL - SEE VIA YO°ro COMPACTION REQUIRED
120 VOLT DUPLEX - � �^ I I � SPECS. FOR w►TERIAL a
OUTLET (GFI) RESET SCH 40 BRASS NIPPLE 12 - - - I-I I I 40% COMPACTION REQUIRED N I I I I-
_
SCH 40 BRASS 900 ELL =I "- PROVIDE 6•MIN. OF SAND
iN
NON-PRESSURE urERLINE: I I BEDDING AND SHADDING
WSCH 40 BRASS STREET ELL III _ SCH. 4C SNAKE PIPE IN
CALSENSETP-1 STAINLESS STEEL b ! i-I-' I II TRENCH
TRANSIENT PROTECTION90ARD z SCH 40 BRASS NIPPLE- SCREW CLAMP i-
MINIMUM (3) PLACES III PRESSURE SUPPLY LINEE124' LONG I I I I i I- PIPE IN/TRENCHS SNAKE _
#4 REBAR STAKE -!(i I=I I - I I I�
SCH 80 PVC i0'STREET ELL _I I CONTROL WIRE SLEEVE
24' LONG) -III-) � II • • " • ' " • . . I �
( - CONTROL AT 1 - BUNDLE I-I I I
µ0 TAPE AT 15' O.C. AND . .
INSTALL ADJACENT To 4141 . 4141 . . 4141 . SIZE PER PLAN. INSTALL
- I I-I I -. I I-' =1 I-I I I I" I I ADJACENT TO PRESSURE
ENCLOSURE MOUNT I _I _ I PRESSURE SJPPL� LINE _ _
NOTES: I 1=1 6 7YP, ePROME E 6"AND N. OF SAND I . . . . . . . . . . I SUPPLY LINE
1. INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL I -1 PRESSURE SUPPLY LINE SCH 40 PVC
CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR
PRIOR TO CONSTRUCTION. I I=1 I I� I I-III-' I � I I- SLEEVE - SIZE TWICE MA LEX 90•STREET ELL 90°STREET ELL
I DIAMETER OF PRESSURE DESIGN
2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAMARLEX YO•STREET ELL
I-) I SUPPLY LINENS LTi . L
. PIGTAIL AND LOOP CONTROL wI�E AT 4Q CHANGES IN DIRECTION. LATERAL FITTING
�6'TYP. ON-PRESSURE LATERAL LINE
TYPICAL(2) PLACES
SEQUENCE OF REMOTE CONTROL VALVES. . SUPPLYLLINE1/2' AND SMALLER 1#' MIN. DEPTH
3. RUN ONE EXTRA WIRE(COLOR:ORANGE TO FARTHEST RCY ON EACH 2PRESSURE Sr z t/BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 3' ANO LARGER 24' MIN. DEPTH NON-PRESSURE LATERAL
CE
WIRE AT THE ENCLOSURE. ANTI-DRAIN VALVE AS REQUIRED
4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. LI SLEEVE I WI
PRESSURE SUPPLY DIAMETER OF NON-PRESSURE
5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE LINE FITTING NOTES: LATERAL LINE NOTE:
1. ALL SLEEVES 1'41 BE SCH.40 PVC.
CONTROL VALVES. 1. LOCATE HEAD 2'TO 6'FROM WALKS,CURBS,HARDSCAPING.MOWSTRIPS,
S. ANT.1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO PRESSURE SUPPLY LINE 2. EXTEND ALL SLEEVES BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. AND EDGES OF LAWN.
(DTR2)AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 3. ROUTE SNEERING AROUND
D HANDICAP RAMPS.4PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS. REFER TO CITY 2. USE TEFLON TAPE ON ALL MALE THREADS.
SYSTEM PRIOR TO ACCEPTANCE. .
STD.NO.120(24'MIN.TO 36'MAX.DEPTH TO TOP OF PIPE BELOW S MiSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING
7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. STRUCTURAL SECTION) FEATURE AS PER THE IRRIGATION PLAN.
CONTROLLER ASSEMBLY �� QUICK COUPLER 4. HEAD CONNECnoN AT BOTTOM INLET DAILY.
TRENCHING SLEEVINGHI-EQP SHRUR SPRAY
+=
PLANTING NOTES
I. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH
LIMIT OF WORK W PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING
�p �iiiiii """������ ������������"""""""""'j AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.
'��� / z
op XER. REF. I.2 /� ! W 2 PIT REQUIREMENTS,ENTS;STAKSHALL LOW THE DETAILS ING AND BACKFILLAREOl11REMENTTSIONSEOR SOIL PREPARATION,PLANT
OF
// op_ _ _ _ _ _ / _ Q 3 STRUCTURE, ETC.,ETCH AND SHALL TAKELL FANUARIZE SOLERESPONSIBILITY FOR THE REPARSELF WITH ALL �D PLACEMENT�,�AT
// �—
00—
le - NO COST TO THE CITY,ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
op
OF
INSTALLATION
// % w 4. NO PLANTING OF THE SPRINKLER SLL BYESTMNE UNTIL HAVE BEEN COMPLETED, FINAL OPERATIONS IN GRAD SE HANJUNCTION VE BEETH N THE
PROPOSED TRAFFIC SIGN `'f //// THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE
"ZZop
/// 0 V) WORK APPROVED BY THE CITY.
OFT 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE
.L
LIMIT OF WORK ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE
// SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION.
/// /// 0 ' 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED
/// //// OF W K LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE
// / LI I.T E LL CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT
DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY.
kA
S-1 S 2 T 1 S 3 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR
72 167 15 1 122 „ PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING
�J► \ SCALE: 1 = 30 REQUIRED.
\ V
's \ R 8. WHENEVER SHRUBIGROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC
LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS
2 REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON.
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
0 \ V /// rS 3 15 12 S-2 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT
Q�n 17 TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE
/ c n v SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6 INTO THE SOIL AT THE
TcviuNE - SEG ��� REQUIRED RATES PER 1,000 SQ. FT.
M IM M M M M M 4 C.Y.NITROGEN STABILIZED SAWDUST
7 A LIMIT OF WORK / 120 LBS.GYPSUM
XER. REF. 1.7 125 LBS GRO-POWER PLUS
00
r j ��, � � ���. ��� 11. LANDSCAPE AREAS SHALL RECEIVE V OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,
'
00 � 7 AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS
—� / �� >�, C' 1 HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT
000 >�, / A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH
IS AVAILABLE FROM:
op 0 INTRAVAIA
00 UPLAND,CA
�' H U R C H (�)982f7,3
C S T _ S-1
E E T PLANT LEGEND
iiiiiiiiiiiiiiiiiiiiiiiiiiiii ilii i = 14
/••"•'•/ GRAPHIC
LIMIT OF WORK �� ........ ; SYMBOL SCALL-oUI EK)TWALW E COMMONNM E SIZE SPACING CLIA MCOMMENTS
si
Q TREES:
1 �
T-1 Maqrha 9.'Sarrniel Sornr o,9 SmAh m Magnolia 15gdm hoc- 82 Skd3d
XER.
F. 1.1
SCALE: 1" = 30'
S-1 9 Eacallonia x'Newport Dwarf Dwarf ExaMonia 5ga1m 4oa 233
S-1 rS-3
1 74 75 1 S-2 0 Pittospor*an t.'Wheefer>' Wheeler's Dwarf Mod*Orange 5g*n Cor. MID
1 i
1 LIMI OF WORK
(TYP) 1 S-3 TradWbgWff1UM� Star Jawnim 1 Om 2Cor- 319
1
U 1 LIMIT OF RK � I m * INDICATES DROUGHT RESISTANT PLANT MATERIAL.
En
WW XERISCAPE ASSESSMENT SUMMARY
LLJ
co 1 1 U) POINTS REFERENCE
1 L LANDSCAPE (Point Value) CLAIMED (S14EE1 #/ F.#)
z — -- ___ z 1. Water conserving plants. (20) 20 L-5/L1
1 —
= 1 1 = 2. Turf limited to 25%(45% residential).(2M 20 L-5/L2
T E R R A V I S T A P A R K W A Y ; U 3. Plants grouped by watering needs.(10) 10 L-5/1.3
1 1
1 LIMIT OF WORK ; < 4. Hardscape(non-irrigated)surfaces.(10) 10 L-2/I.4
1 5. Permeable paving.(5)
S-2 T-1 •' ; 6. Low water turf varieties.(5)
135 5 11 �
7. Mulch provided in non-ground cover areas.(5) 5 L-5/1.7
SCALE: 1" = 30' SHEET KEY MAP 8. Soil amendments. (5) 5 L-8/I.8
'Total Points Claimed: 70
S-3 S-2 T-1 S-1 1
1 , l (Minimum Points Required:) (60)
117 148 5 7 66 1 BASELINE
(TYP) 1
LIMIT OF WORK 1 V
go00
� IU
�i
j W
/ 1 C1)
T,
z.; . ' . .. .. .
W DESCRIPTION OF REVISION
I II DATEAPPROVED
CITY of RANCHO CUCAMONGA
_! _.�.
00 T E R R A V I S T A P A R K W A Y ; ARCHITECTURE CHURCH ST. & TERRA VISTA PKWY.
/ - ,- Q SITE PLANNING LANDSCAPE IMPROVEMENTS
10630 Town C.nter C 917 129 SOUTH OF BASELINE ROAD,
Bancno Cuc�monge CA 91730
LIMIT OF WORK �• 12 F
[909148, 64 ROCHESTER AVENUE
A, 19091 1842802 W
RreNrC Krumwie De
y- 1 CA Lc •2834 AZ Lc •29115 W Lc 1 446
ASA RESULT OF jMIS PROJECT,TREESWf1r*4100'Of ZHE CROSSWALK M 1HE ADJACENT 1 FOR CONSTRUCTION PLAN,SEE SHEET L-2. — - PLANTING PLAN
CITY MAINTAINF..D MEDIAM SHALLBE REMOVED.THIS WORK SHALL BE PERFORMED UNDER'114E PNDSCAPF
FOR IRRIGATION PLAN,SEE SHEET L-3. � � r
APPROVED BY: DATE :
Underground Service Alert DIRECTION OFTHE PUBLIC WORkS INSPECTOR-THE HOLES SHALL BEWFILLEDTO GRADE , �, ""'�F �c
AND REPLANTED WITH THE AWACENTPLANT tMTERIALS. CAUTION SHALL BE USM SO AS NOT o 1
TO DAMAGE THE IRRIGATION SY5'TE-M AND/OR ANY OTHER PUBLIC IMPROV1EMEKIS. ANY SCALE: 1" = 30' ,r'�,� � CITY E N G I N E E 'Wu - RCE N o .
Call: TOLL FREE IMPROVEMENTSWHICN ARE DAMAGEO SHALL BE REPLACED IN KIND. I J 7 �, DESIGN ARCHITERRA DE§ N GROUP DED
�- LANDSCAPE ARCHITECTURE
JPGN
SZ 4tEET =wJ1� SITE PLANNING
�00 `' 10630 TOWN CENTER DR.,STE.128
�� J� �,��' DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
9T (909)484-2800 FAX: (909)484-2802
c OF Crtt�-``O 41AK
27-2600 '
CHECKED DRAWING N0.
TWO WORKING DAYS BEFORE YOU DIG JAE DATE 03-12-99 RLA NO. nU b ie)— L
PROJECT SHEET N0. OF
2 / 4 5
11 4
(VARIES)
h o:
EQ EQ
fl.
SECTION
LEGEND:
4 1 1. STAMPED'BOMACROW PATTERN,STACKED BOND GRANITE
SETS. INTEGRAL COLOR'AUTUMN BROWN'BY L.M.SCOFIELD
CO. STAMPED TOMACRON'PATTERN
CONCRETE BAND
2. UNGROUTED JOINTS.
3. PRE-SATURATED COMPACTED SUB-BASE SAND OR BASE
MATERIAL WILL BE REQUIRED AS DIRECTED BY ENGINEER,
IF SOIL IS EXPANSIVE.
4. CURB 'CONTRACTOR TO CONSTRUCT DRAIN SWALE 18"FROM MEDIAN CENTER LINE.
18' 5. ASPHALT PAVEMENT.
PIAN YEW
STAMPED CONCRETE TYP. MEDIAN SECTION
SCALE: N.T.S. SCALE: N.T.S. SCALE: - SCALE: SCALE:
L
STORM D011AIN'UNDERGROUND NOTES
I REMOVE NURSERY STAKES
UBCR 2 STAKES TO BE PLUMB AND
PARALLEL
` 3 TAKE TREE PERPENDICULAR
TO PREVAILING WIND.
I' U N NE HALF OF SPACING
= SIDEWALK UTILITY U LIMIT OF PLANTER ARE REQUIREMENT MULCH.
l / 4'OF COMPACTED WOOD CHIP
v 1 I W TIGHTLY COMPACTED 3"BERM TO FORM ARDSCAPING(CONCRETE HEADER,
`! S e `. CURB&GUTTER,SIDEWALK,ETC.)
FINISH GRADE
� ` ' 2�� DEPRESSED WATERING BASIN.
CURB AND GUTTE
METER t0' S' ¢ �./ TOP OF ROOTBALL TO 4"WOOD CHIP MULCH. 12'
* * MIN MIN LLOOWTOP ASPPOSSIBLEOONNTHE EXTEND 2"ABOVE
—� TRUNK TO ALLOW FOR NAND FINISH GRADE
FLEXING OF THE TREE BUT TOP OF STAKES BELOW
NOT SO LOW AS TO LOSE HEAD OF TREE WHERE
SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS.
THE MEAD TO DROP i MAIN TRUNK
_, _ _ _ (21 SETS OF CINCH TIES SPACED 24' i
vv
APART ATTACH WITH GALVANIZED iv
SIDEWALK C = SCRENIS TO 6'LODGE POLES
fH DRIVE SL O c) 2'DIA LODGE POLE PINE STAKES J�
I APPROACH p y IQ WITH WOOD PRESERVATIVE STAIN, AlO
DRIVE A MINIMUM OF 6'INTO
CURB AND GUTTER--o' noUNDISTURBED SOIL AND POSITION ROOT BALL A
5' S 5' 10' 10' STAKES OUTSIDE TURFROOT BALL HOVEL CUT EDGE OMPACTED
MIN MIN. * ARBOR GUARD IN TURF AREAS AND
FRONT YARDS NATIVE SOIL
JUNDERGROUND TOP OF ROOTBALL TO E%TEND 2' PUNT PIT TO BE(2 TIMES THE
STRUCTURE eg. ABOVE FINISH GRADE WIDTH OF THE ROOT BALL.
CATCH BASIN TIGHTLY COMPACTED 3'BERM TO FORM NOTE:
TRANSFORMER VAULT. WATERING BASIN FOR RESIDENTIAL AND
00 GROUND COVER INSTALLATIONS LOCATE
NOTES: OUTSIDE OF PLANT PIT.BERMS IN TURF I. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EOUAL
AREAS TO BE REMOVED PRIOR TO CITY
* 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER ACCEPTANCESPACING EE LEGEND
F)UNLESS OTHERWISE INDICATED ON NOTES:
2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF.SIGHT ROCKS BACKFILL
HIAN 3TH � PLANS SEE LEGEND FOR SPACING REQUIREMENTS. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL
CRITERIA AS APPROVED BY TRAFFIC ENGINEER —— DIAMETER 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
3.AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
PARKWAY TREE AT A MIN, OF 25'FROM BCR OR ECR. UNDISTURBED NATIVE SOIL. SHALL BE PLANTED ATONE-HALF THE DESIGNATED SPACING INTO EDGES AT GROUND COVER AREAS.
4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND It FROM SUCH LIMITS SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
FACILITIES. IN ADDITION MAINTAIN 10'FROM CENTER OF TREE TO ALL UTILITY NOTES: 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANT.
OWNED WATER&SEWER LATERAL LINES. ` NATIVE BACKFILL WITH NO 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REOUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
S.TREES SHALL NOT BE LOCATED ON PROPERTY LINES. ( ROCKS GREATER THAN 3•DIA. OF ROOT BALL. DO NOT CRACK ROOT BALL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE
6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
LEGEND ARE ESTIMATES ONLY.
ENGINEERING DIVISION.
7.STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NATIVE SOIL UNDISTURBED
STANDARD PLANS.
rTWICE ROOT BALL WIDTH —1
TREE PLACEMENT DOUBLE STAKED TREE = CONTAINER PLANTING SHRUB & GROUND COVER SPACING F MULCH INSTALLATION
SCALE: N.T.S. STD. PLAN 502 _
SCALE: N.T.S. STD. PLAN 501 SCALE: N.T.S. STD. PLAN 506 SCALE: N.T.S. STD. PLAN 508 SCALE: N.T.S.., STD. PLAN 509
a;.1 iyyE 4'Q'S.
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4 qTf OF CA��E��
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j DESCRIPTION OF REVISION DATE APPROVED
I.of CITY of RANCHO CUCAMONGA
ARCHIITEC URE CHURCH ST. & TERRA VISTA PKWY.
SITE PLANNING LANDSCAPE IMPROVEMENTS
10630 Towe yank. Dr Su-Le 129 SOUTH OF BASELINE ROAD, f ��JF
Rancho Cucamonga CA 91730
(9091 484-2800
1aY 19091 484-2802 ROCHESTER AVENUE
Richard Krumwie0e
CA Lc .2834 AZ Lc a 29115 W Lc •446
CONSTRUCTION & PLANTING DETAILS
APPROVED BY: DATE : e2� ,
CITY ENGINEER RCE No . 24953
DESIGN ARCHITERRA DESIGN GROUP REYMN
JAK LANDSCAPE ARCHITECTURE
{ SITE PLANNING
SCALE: SCALE: SCALE: SCALE- DRAWN RANCHOCL1CAMONGA,CA 91730 SHEET
10630 TOWN CENTER DR.,STE.128
JAK (909)4842800 FAX: (909)484-2802 L-6
CHECKED RLA NO. 2834 DRAWING NO.
JAF DATE 8-12-98 FILE No. _—L& 74— L
PROJECT SHEET NO. OF
SPRINKLER IRRIGATION SPECIFiCATIONS 1. Pro%ide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. D'se 9-1 2" x 16" x I Y' rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or
e. NSF (!rational Sanitation Foundation) approval installed within on-grade landscaped areas. Carson Industries u pressure test all piping under paving prior to the paving work. where the system has been willfully installed as indicated on the
PART 1-GENERAi_ 3. The chart shalt show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to
and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be
1.01 DPSCRIPTION . 8. All fittings shall bear the manufacturer's name or trademark,material S. Use 10"x 10-1/4" round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S. schedule and NSF sea)of approval. within on-structure landscaped areas. Carson Industries No. 910-12B and'or concrete is necessary,it shall be done and replaced by the
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. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral line Piping: sidewalks and'or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements.
Drawings and described herein. when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete
1. Non-pressure buried lateral line piping sha8 be PVC Schedule 40 paving. 3.07 MAINTENANCE
B. Standards: All work and materials shall comply with governing codes,safety S. The chart shall be a black line or bhseline ozalfd prim and a different with solvent-weld joints when installed in planting areas. 1. All sprinkler heads shall be of the same size,type,and deM•er the
orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius) of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a
the Standard Specifications For Public Works Construction(Green Book) latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and./or specified susceptible to traffic loads. period of seven (7) days prior to any planting.
edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints. in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20 D. Assemblies: B, The City of Rancho Cucamonga reserves the right to waive or shorten the
1.02 QUALITY ASSURANCE&REQUIREMEN[T-S mils. 3. Pipe shall be made from NSF approved,Type I,Grade iI PVC 2. Spray heads shall have a screw adjustment. operation period.
compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation fines as indicated on the Drawings is
A. Permits and Fee&- The Contractor shall obtain and pay for any and all 7. These charts shall he completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines(and various assemblies) in such a 3.08 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. . manner as to conform with the details in the Drawings.
• Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1, 2,and 3 of this section(2.01 B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01 B of the Specifications. I5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective
three ring binders containing the following information: detail. in absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRiOR TO ACCEPTANCE
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification #WWW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the same. However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall he red brass conforming to Federal Specification#WNL' - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding
Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the
construction of a better quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as
required by the above rules and regulations, the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and irrigation Detail sheet. required before final site observation can occur.
Specifications and Drawings shall take precedence.. major equipment. S. On PVC to metal connections,the Contractor shall work the metal
1. Pipe: Type K, hard tempered. 2. A barkboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE
D. Explanation of Drawings: 2. in addition to the above mentioned maintenance manuals,pre%ide provide a lyase for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. light
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall beresponsible for notifying the City of Rancho
1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has beers 3 Joints shall be soldered with silver solder,45%silver, 1 S%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16%zinc, 24%cadmium,solidus at 1125°F,and liquidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply
affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E. Line Clearance: 1. Pre-Job Conference 7 days
such fittings,etc.,as may be required to meet such conditions. E Equipment to be Furnished: F. GateValves: properly phased.
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6)inches from each 2. Pressure supply line installation-24 hours
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(I 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (12) inches from lines of other trades,with the
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring (station valves,master exception of the control wire sleeve(s) which shall be installed 3. lateral line and sprinkler installation-24 hours
features. a. Two(2) sets of special tools required for removing, a. Ball valves shall be a 125 Ib SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall he equipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours
2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T- 585-70-66 or approved equal. Q Mfscetianeous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Two(2) four-foot valve keys for operation of gate valves. C. All Ball valves shall be installed per detail. F. Automatic Controller Assembly: 5. Control wire installation- 24 hours
specifications. C. Two(2) keys for each automatic controller.
Pte' 1. Refer to the Irrigation Plans for sizes and types of miscellaneous
d One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours
3. The Contractor shall not willfully install the irrigation system as every five 151 or fraction thereof of each type of quick he connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours
obstructions,grade differences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal•
exist that might not have been considered in engineering. Such 2• The above mentioned equipment shall be turned over to the Cit} at b. Resilient Wedge Gate valves shall be No. 403 RT-RW as G. High Voltage Wiring for Automatic Controller. B. Final observation- 7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied Watts or approved equal.g PF' by aF'lsro �1 PART 3_EXBCUT1Ct1
Ci of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate vales shall be installed detail. B. When observations have been conducted other than the City of Rancho
�" g" g P� 1. 120 volt power connection to the automatic controller shall be
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SiTE CONDITIONSper:
ided by the Contractor. Cucamonga,show evidence in writing of when and by whom these
revision necessary. G. Qyiick Coupling Valves: observations were made.
1.04 PRODUCT DEI A'ERY,STORAGE AND HANDLING A. All scales!dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union
1.03 SUBMITTALS 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction. C. No site observations will commence without"As-Built"record drawings. The
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not call for a site visit without"As-Built" record drawings,
A. Material list: care in handling,loading, unloading,and storing PVC pipe and fittings. All without completing roust noted corrections,or without
H. Remote Control Vales: P g Pr'eV Y preparing the
PVC pipe shall be transported in a vehicle which allows the length of pipe to 2. Quick coupling vale shall be operable with a quick coupler key. Key system for said visit.
he flat so as not to subject it to under bending or a concentrated external load B Exercise extreme care in excavating and working near existing utilities. The
1. The Contracts shall furnish the articles,equipment,materials,or bj g size and type shall be as shown on the Drawings. Contractor shall he responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow
assess specified name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be lac lam' b}' g 1'E his operations or neglect. Check existing utilities drawings for existing uti)ih at least twelve(11) inches between adjacent valve boxes. Install each
substitution will he allowed without prior written approval by the discarded,and if installed, shall be replaced with new piping. H. Backflow Prevention Units: locations. remote control valve in a separate valve box.
City of Rancho Cucamonga.
1.05 SUBSITn'TiONS 1. Backflow prevention unit shall he of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall he L Flushing of System:
2. Complete material list shall be submitted prior to performing any irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
work. Material list shall include the manufacturer, model number, A. If the Contractor wishes to substitute any equipment or materials for the with the Drawings. trees,shrubs,and ground covers. 1. After all new sprinkler pipe lines and risers are in place and CONCRETE SPECIFICATIONS
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do connected,all necessary diversion work has been completed,and
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga 2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may prior to installation of sprinkler heads,the control valves shall be PABT1StQIERAL
is a guide to proper submittal format: for approval: screwed boy with 60 mesh monel screen and shall 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.
u 1008 or approved equal. 1.01 Description
Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. 2. Sprinkler heads shall be installed only after flushing of the system
Use a separate sheet of paper for each item to be submitted. 3. All sure main line between the point of connection and 3.02 PREPARATION
� fii�� E1O1 has been accomplished to the complete satisfaction of the city of For concrete informatics refer to the Standard Specifications for Public Works
1 Backflow Preventer Fehco 825-Y-BA' the t*ac kflow preventer shall he installed as required M Ictal rode. Rancho Cucamonga Construction (Green Book: Edition per the City of Rancho Cucamonga). Refer to
2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to A Physical layout:
2 Automatic Controller Calsense ETI-24-DR charts for each item to be substituted material type and installation procedures prior to start of Sections 4, 201, Alla and f co c well as any other sections related to the installation,
1. Pricy to installation,the Contractor shall size stake out all pressure J. Sprinkler Head&- per and post installation of concrete work,materials,labor,and clean-up. The
construction. Submit shop drawing for approval. Standard Specifications for Public Works Construction is available from:
3 Master Vah•e Superior 3100 RCV 3. Provide the amount of cont savings if the substituted item is supply lines, routing and location of sprinkler heads.
1. Install the sprinkler heads�designated on the Drawings. Sprinkler
approved. 1. Check Valves: heads to be installed in this work shall be equivalent in all respects BI Building News
4 Etc. Etc. Etc. 1. All la}out shall be apprrn ed M the City of Rancho Cucamonga prior
B. The Cit of Rancho Cucamonga shalt have the sole res ,nsiHht} in accepting t installation. to those itemized. 3055 Overland Avenue
> g lx 1't� 1. Swing check valves L" ami smaller shall be 200 pound W.O.G.1+� OGbronze Los Angeles,CA 90034
Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition, neoprene,or rubber diu 2. Spacing of heads shall not exceed the maximum indicated to the (310) 202-7775
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification N\A\-A--51 D,Class.A, B. Water Supply:
l� Drawings. In no case shall the spacing exceed the maximum
boxes,etc. No copies of manufacturer's literature(catalog cuts) are Tpe R. onrecommended by the manufacturer. 1.02 Scope
required as submittal information. 1.06 GUARANTEE . 1. The irrigation system shall be connected to water supply potnt(s)of
2. Anti-drain vah•es shall be of he du vi PVC construction with connection as indicated on the Drawings
3. Equipment or materials installed or furnished without or approval A. The guarantee for the irrigation stem shall be made in accordance with the `y 3.04 TFTiPt)It ARI' REPAIRS Furnish and install all concrete work complete as indicated on the drawMgs or as
bq pm pri appro g �g system F.I.P. thread inlet and outlet. Internal parts shall be stainless steel specified,including,but not limited to the following:
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. Conne o tions shall he made at the approximate location(s) shown on
P 1 ag The City reserves the right to make temporary repairs as necessary to keep the
may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the [Drawings. The Contractor is responsible for minor changes
caused b} actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the A. Furnish and set all reinforcing steel,bolts,and anchors.
expense. irrigation system. the alcor "ADA"' or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the
C. Electrical Su guarantee as herein specified. B. Install all items required by other trades which are to be cast into concrete.
4. Approval of any item,alternative or substitute indicates only that the B. 4 cop} of the Guarantee form shall be included in the operations and J. Control Wiring- Imo':
product or products apparently meet the requirements of the maintenance manual.
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the auto matic I. Electrical co nectimts for any and all automatic controllers shall be 3.05 EXIST1tiG TREES C. Concrete move strips,footings for walls,fencing,pasts,benches,etc.,where
applicable.
samples submitted. C. The guarantee form shall he re-typed onto the Contractor's letterhead and controllers and the electric control valves shall he made with direct made to electrical point(s)of connection as indicated on the
o
Where it is necessar to excavate adjacent t°existing trees,the Contractor shall use all
shall contain the following information: burial copper wireAWG-1.F.600 volt. Control wiring installed in Drawings.
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TN%' possible care to avoid injury to trees and tree roots. Excavation in areas where two 1.03 Protection
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s) shown on (2( inch and larger rocas occur shall be done by hand. All roots two(2) inches and
supplement the guarantee. automatic controller. Common wires shall he white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit,shall he tunneled All finished concrete work shall be barricaded to pedestrian traffic for three(3)days.
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shall he heavily wrapped with burlap to provent scarring or excessive Barricade shall be placed imediately after concrete finishing. Contractor shall furnish,
B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall do ing. Where a ditching machine is run close to trees having roots smaller than two place and remove all of his own barricades. Contractor shall be responsible for any
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than a 14. 3.03 INSTALLATION (21 inches in diameter,the wall of the trench adjacent to the tree shall be hand damage to new construction and replacement or repair of the work shall he made
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
trimmed, making clean cuts through. Rocas one 1 1) inch and larger in diameter shall without added cost to the City.
set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall he installed Wong the A. Trenching: be painted with two coats of free Seal,or equal. Trenches adjacent to tree should he
everychange from the original Drawin s and Specifications and the acceptance and also torepair or lace any damage resultingfrom the repairing or same route as sure supply or lateral lines wherever possible. closed within twenty-four(24) hours;and where this is not possible,the side of the 1.04 Clean-up
g 1� p �' `� � g Pres �y p°'
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas.
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1) wire is placed in a trench,the wiring shall trench. lay pipe to an even grade. Trenching excavation shall follow Upon completion surplus materials,apparatus,debris,etc. from the site and the site
of all concrete work and before final acceptance,the Contractor shall
This 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 refrain or be taped together at intervals of fifteen (15) feet. layout indicated on the Drawings and as noted. 3.06 FIELD QLiALiTh CONTROL. remove all tools,su
as a record set. replacements within a reasonable time after receipt of written notice from the City,we shall be left in a clean,neat condition acceptable to the City.
authorize the City,to proceed to have said repairs or Dements made at our 4. An expansion curl shall be ided within three 3 feet of each 2. Proviso for a minimum of twenty-four(24) inches ccwer for all A Adjustment ni the System:
2. The Contractor shall make neat and legible notations on the record expense and we will pay costs and charges theref re upon dema: 1. wire connection. Expansion u rl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. �P<yDSCgpF
drawing progress sheets daily as the work proceeds,shoving the splice 1. The Contractor shall flush and adjust all erspr y heads for t, KRUM p/, �Q
shoe connection at each electric control valve,so that in case of �F C'
performance and to ant overs onto walks, � O y
work as actually installed For example,should a piece of equipment PROJECT: MEDIAN ISLAND LANDSCAPE IMPROVEMENTS repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24) inches cover for all optimumlam' . _ 'r F �-A
roadways,and buildings as much as possible. W �
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. V rn
must indicate that equipment has been relocated in a graphic LOCATION: CHURCH STREFT&TERRA VISTA PARKWAYS O BASEUNL in trench without stress or stretching wire conductors. j Zi 4
manner so as to match the original symbols as indicated in the g pressure L If it is determined that adjustments in the irrigation equipment will
4. Provide for a minimum of eighteen(18) inches cover for all t-re�
provide proper and more adequate coverage,the Contractor shall
irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Seating supply lines of two and one half(2 1 2") inches or smaller ,
then be transferred to the original record drawing Packs, Rainhird Snap-'lite wire connectors.,or approved equal. Make make such adjustments prior to planting. Adjustments may also w , Date
g' g plan at the proper ADDRESSED; app° include changes in nozzle sizes and degrees of arc as required.
time. only one splice with each connector sealing pack. S. Provide for a minimum of twelve(I 2) inches for all nom-pressure Z.
lines. T
3. Before the date of the ilial observation,the Contractor shall transfer PHONE; DATE OF ACCEPTANCE 6. Field splices between the automatic controller and electric control "j�:
all information from the"record drawing" prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(I 8) inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be ' Q "YLE+
similar mYlar material. Arrangements shall be made through the city PART Z PRODUCTS Rancho Cucamonga wiring. accomplished within ten(10) days after notification by the City.
for obtaining said sepia mylar or similar mylar material. All work 4. All sprinkler heads shall be set perpendicular to finished grades
shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS IL Automatic Controller. 7. Refer to City Standard 120"Trench Repair"when within City streets unless otherwise designated on the Drawings.
technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads.
shall be similar to those manufactured by Rapidograph, Kueffel& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s) shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
Esser,or Faber Castell. The dimensions shall be made as to be easil • specified herein,o•approved equals. Drawings. B. Backfilling: DESCRIPTION O F REVISION
y specification so that each lateral operates at design pressure.
readable even on the final controller chart (see Section Q. The
original mylar"record drawing" plan shall be submitted to the City of B. PVC Pressure Main line Pipe and Fittings: 2. Final location of automatic controller(s) shall be approved by the City 1. The trenches shaft not be backfilled until all required tests are B. Testing of Irrigations System DATE JAPPROVED
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga performed. Trenches shall be carefully backfilled with the excavated CITY o f RANCHO C NGA
controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy 1. The Contractor shall request the presence of the City of Rancho
315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth 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 be mechanically compacted in landscaped
reference,such as building corners,sidewalk edges,road 2. Class 31 S pipe shall be made from an NSF approved Type 1,Garde!, final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per CHURCH ST. & TERRA VISTA PKWY.
intersections,etc.,the location of the followingitems: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken
isquare inch and prove watertight. LANDSCAPE
pope must meet requirements as set forth in Federal Specification PS - L Electric Control Valves: areas,humps or other surface irregularities. LANDSCAPE IMPROVEMENTS
a. Connection to existing water lines. 22-70,with an appropriate standard dimension (S.D.R.) (Solvent-weld Note: Testing of pressure main lines shall occur prior to
b. Connection to existing electrical power. Pipe). 1. All electric control valves shall he 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. SOUTH OF BASELINE ROAD, PV
c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2) inch in size will beOPOF
d. Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. 3. All piping under paved areas shall be tested under hydrostatic ROCHESTER AVENUE
alongrouting). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flaw adjustment. sure of 150 pounds r square inch and proven watertight or
g 3. Flooding of trenches will be red on with al of the Ci top g
e. Sprinkler control valves. g Pim »' �°s'' h'
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 3. Provide and install one control valve box for each electric control of Rancho Cucamonga.
to paving.
IRRIGATION & CONSTRUCTION SPECIFICATIONS
g. QFiick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure M lines for not less than six(6) Trouts. If leaks 10
must meet requirements as set forth in Federal Specification PS - 4, ff settlement occurs and subsequent adjustments in pipe,valves,
h. Stub-outs for future connections. pipe >�9 psi develop,replace joints and t test until entire system is o�tt
I. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, watertight.p repeat y �°v AP P R 0 VEO BY: 0 A T E :��j
Cucamonga. the Contractor shall make all required adjustments without cost to the
S. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries City. 5. All hydrostatic tests shall be made only in the presence of the CITY ENGINEERzdt4�1( t RC E N o . 24953
S. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension General Contractor and the City of Rancho Cucamonga. No pipe shall ARCHITERRA DEGIGN GROUP .
sleeve shall be PVC with minimum size of six(6) inches. C. Trenching and Backfill Under Phrving: DESIGN
shall deliver the corrected and completed sepias to the City of be backfilled until it has been observed,tested,and approved inITECTURE
o
Rancho Cucamonga Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings writing. -
Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x 1 I" rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete, r JAK LANDSCAPE ARCH SITE PLANNING
• manufacturer. Carson Industries# 1419-12B with green bolt-down cover or ed concrete will be installed,shall be backfilled with sand(a layer four 10830 TOWN CENTER DR.,STE.128
that may be omitted from the prints. g approved 6. Furnish necessary force pump and all other test equipment. DRAWN RANCHO CUCAMONGA,CA 91730 SHEET
(4) inches below the pipe and six (6) inches above the pipe) and
�1�• (909)X84-2800 FAX: (909)484-2x02
7. All PVC must bear the follow( m compacted in layers to 95%compaction,using manual or mechanical JAK L-]
C. Controller Charts: P� � �� tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed,perform a coverage test in _
3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick the presence of the City of Rancho Cucamonga to determine if the
a, Manufacturer's nacre coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be •
1. As-builts drawings shall be approved by the City of Rancho p g g left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish CHECKED DRAWING/ /NO.
Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. all materials and perform all work required to correct any JAF DATE B-�2-98 RLA N0. 2834 ( `?.42- L
C. Schedule or class
PROJECT SHEET N0. OF
PLANTING SPECIFICATIONS
PART 1-GENERAL PART 2-EXECUTION C. Trees and shrubs shall he at esponsibility and Coordination.
growing recognized nursery in accordance with 6.04 R
good horticulture practices and shall be of the size and caliper normally
1.01 Scope of Work: 2.01 Protection: associated with the container size specified on plans. Removal of all tags, A. landscape Contractor is responsible for the erection of all signs and bm.lei
Keep all plant material delivered to site in a healthy condition for planting. Plants labels,nursery stakes and ties from all plant material prohibited until the required to prevent intrusion into the treated areas and to notify the public.
Contractor shall provide all materials,labor and equipment incidental to and shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in approval of the landscape Architect or City.
necessary for completing all work,as indicated on the drawings,as reasonably most earth or other suitable material until planting. Balled and burlapped plants B. No material or methods shall affect the landscape planting or hydroseed
implied,or as delineated in the Specifications as follows. shall have root ball covered with moist sawdust,wood chips or other suitable material D. All plant material delivered to the site showing signs of damage or disease or germination. No material or method shall render the job site unusable for
1.02 Standards: until planting. is insufficient in size to carry out the intent of the planting plan will not more than 10 days from date of application.
accepted and will be replaced at Contractor's expense.
2.02 installation: 6.05 Nan-Selective Herbicides:
All work and materials shall comply with governing codes,safety orders,standards, E Sizes of Plante -Shall be as stated on the Plan. Container stock(1-gallon,5
and regulations,and meet the minimum requirements of the Standard Specifications Detailed layout of plants within the planting areas shall be per by Contractor gallon,and 15-gallon) shall have been grown in containers for at least one(1) Non-selective contact herbicide and/or non-selective systemic herbicides(as
For Public Works Construction(Green Book) latest edition. and approved by the landscape Architect and City prior to planting. year,but not over two(2) years. recommended by the Pest Control Advisor)
1.03 Qpality Assurance: Soil excavated from planting holes shall be amended to backfill around trees and F. Substituti= -Substitutions for indicated plant material will be permitted 6.06 Selective Herbicides:
shrubs using the following mixture: provided the substitute materials are approved in advance by the City,and
A All Contractors performing Site Development work,must be licensed in are made at no additional cost to the City. Except for authorized variations, Selective pre-emergent herbicides compatible with seed mbitures(as recommended by
accordance with the laws of the State of California. Native,On-Site Soil with rock no greater than 3"in diameter all substitute plant materials shall conform to the requirements of these the Pest Control Advisor)
Gro Power Plus,5-3-1 15 lbs/cy specifications.
B. Contractor shall provide the landscape Architect and the City with a list of Iron Sulfate 2 lbs./cy 6.07 Weed Eradication:
Subcontractors and Material Suppliers expected to be employed during the G. Plants Not Anl2roved -Plants not approved are to be removed from site
course of construction. (To be used for bidding purposes only,verify with Agronomic Soils Test.) immediately and replaced with suitable plants. The City reserves the right to If in the opinion of the Pest Control Advisor,perermW grasses and weeds existing in
reject entire lots of plants represented by defected samples. the planting areas will require control prior to removal,spray these areas per Pest
C. Contractor shall obtain and keep in force Public Liability and Property After backfilling,construct a 3"earthen be... to form watering basin around each Control Advisor's recommendations.
Damage Insurance,during entire course of the Construction Contract. The plant,to allow thorough water-in and establishment. H. Stake all trees,as per details immediately after planting to prevent wind
amount of insurance shall he determined by City. damage A. Prior to the installation of the irrigation system remove and clear all weeds
Prior to installation of turf and ground cover,remove water basins from around trees and deleterious materials from planting areas.
D. Prior to start of site development work,the Contractor shall notify the and shrubs. Berms in turf areas to be removed prior to City acceptance. 1. Plant trees that are to be located in lawn or ground cover areas after finish
landscape Architect and City to give starting and completion dates. grades are first established and allow at least 7 calendar days prior to Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
Contractor shall also supply the Landscape Architect and City with the name PART 3 -SOIL PREPARATION AND FINISH GRADING installation of said lawns or ground cover to provide for thorough watering 1"- 2"below the surface of the soil. Physically remove all weeds from the site.
and telephone number of the person in charge of the work. of trees. All planting holes shall be excavated as defined on appropriate
1.04 Responsibilities and Coordination: 3.01 Scope of Work: details. PART 7- L�►NDSC A_PF MAINTENANCE
A. Provide all materials and equipment,and perform all work necessary for and 4.03 Soil Amendments: 7.01 Scope of Work:
A. Permits: The Contractor shall obtain and pay for all permits and inspections incidental to the soil preparation and finish grading of all planting and lawn
required by governing authorities for the work to be performed. areas as shown on plans,as reasonably implied,or as delineated in the Soil amendments shall be as recommended in the Agronomic soils report Provide all materials,labor and equipment necessary for,or incidental to,performing
specifications. all maintenance requirements as reasonably implied or as delineated in the
B. Existing Conditions: The Contractor shall verify all conditions and 4.04 Trees Stakes: specifications including,but not limited to the following:
dimensions shown on the plans at the site prior to commencement of any B. Furnishing,placement and grading,of topsoil for backfilling of planters if
work under this contract. The Contractor shall verify the location and depth required. Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for Maintain all plants and planted areas.
of all underground utilities prior to start of work. Keep planted areas free of weeds and debris.
C. Cleaning and finish grading of planters areas and planting areas. further information. Prune trees and shrubs.
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred PART S -GROUND COVER AND EIEDDIMG MALLTS Fertilized all plants and planted area&
for all temporary utilities such as water,electrical power and gas as required 3.02 Topsoil: Irrigation.
by him for the construction of the project. Temporary services shall be Insecticide spraying.
coordinated with the City and other contractors on the job site. A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5.01 Scope of Work:
D. Survey,Reference Points,and Elevations: The Contractor is responsible for B. Topsoil imported to site for use as fill,backfill In planters and mounding,
Provide all materials and equipment and perform all work necessary for and 7'02 Fertilizers'
establishingall surveys,reference points and elevations required him,and shall he sandy textured Silt us claycontent of this soil shall be no greater incidental to installing all ground cover and bedding plants,as shown on plans,as
y � � } � g reasonably implied,or delineated in the specifications. A. Commercial fertilisers with sill analysis of 5-3-1-Gro-Power taus,and 12-8-8
shown on plans for proper execution of site construction. than 15%by weight. The boron content of this soil shall be no greater than 1 Gro-Power Controlled Release Nitrogen,as designated herein,or approved
part per million as measured on the saturation extract. The sodium substitute as required by the Agronomic soils report. Available from Gro
E Traffic: The Contractor is responsible for all temporary traffic barriers and absorption ratio(SAR) shall not exceed 3.0 millimohos per centimeter at 25 C. 5.02 Bedding Plants: Power(909) 393-3744.
detours required by him for the construction of the project. All temporary in order to ensure conformance,samples of the imported soil shall be perennials and Annuals: Provide healthy container grown plants from a recognized
traffic barriers and detours shall conform to all conditions required by the submitted to an agronomic soils testing laboratory,approved by the project B. Ammonium Sulfate: Granular form containing not less than 21%nitrogen and
City or governing authorities. landscape Architect for analysis prior to use. Result of testing to be delivered nursery,and of the species and variety shown on plans. 24%sulfur and shall be registered as an agricultural miner,with the State
1.05 Defective and Unauthorized Work:
to City for approval. Soil test to include analysis and recommendations 5.03 Ground Cover. Department of Agriculture in compliance with Article 2 - "Fertilizer Materials,"
Section 1030 of the Agricultural Code.
All work which is determined by inspection to be defective in its construction or 3.03 Soil Amendments: Ground Cover. Provide ground cover of the species shown on plans. Ground cover 7.03 General:
deficient in any of the requirlen ents of the plans and specifications,shall be remedied All soil amendments shall be as specified In the Agronomic Suitability/Fertility soils shall be established and well rooted in flats or similar containers.
or removed,and replaced by the Contractor at his own expense in a manner report furnished by the Contractor Maintenance shall start immediately after landscape Irrigation and plantitg.
acceptable to the landscape Architect and City. 5.04 Mulch:
1.06 Inspections: 3.04 Soil Preparation: 1 P Maintain all plants and planted arms on a continuous basis as they are installed
Mulch: Strati be of core wood chip fiber.
All work on irrigation system shall be complete and inspected for recommended during the progress of the work,and continue to maintain them until final acceptance
The Contractor shall arrange for inspections by notifying the landscape Architect,City approval and,fine grading completed,prior to rototilling and prior to soil 5.05 Coordination: of total project. Replace any dead or dying plants as directed by the landscape
and governing authorities, 24 hours prior to time of inspection,unless otherwise amendment work. Architect and City representative.
noted Inspections shalt be as listed below,but not necessarily in this order. Only A. Do not have plants delivered to the job site until site conditions are ready for
the inspection pertaining to the project scope of work will apply: After rough grades have been established,prepare all lawn and planting areas by planting. If planting is delayed,keep plant roots moist and place in a A. Irrigation: Operate irrigation system on an established program to maimairi
tilling or cross ripping to a depth of 12". All rock and debris more than 2" in sheltered location protected from the sun,wind and other damaging all plants and planted areas in a healthy condition. irrigation system run-off
Rough Grading. diameter shall be removed from the site,except for areas that are to be sodded, in elements. shall be kept to a minimum. Damage to irrigation system resulting from
Drain Lines and Catch basins. which all rock and debris more than 1" in diameter shall be removed. maintenance and equipment and,or maintenance personnel,shall be
B Soil preparation and fine grading shall be completed and trees and shrubs restored to its original condition at no cost to the Ci Failure of an of
Irrigations(main line pressure,coverage�system operations test). City. Y 1�
Soil Preparation and Finish Grading. Apply ,spread,and rototil in all soil amendments as recommended to a depth of 6". installed prior to bedding plants and ground cover planting. the irrigation system shall be brought to the attention of the City. No repairs
Plant Material (delivery&placement). Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4" other than emergency repairs shall be accomplished without written
Substantial Completion Inspection(at completion of landscape improvements) to 6" the following for each 1,000 square feet of planting area 5.06 Installation: permission from the City.
- 7 Days.
Final Inspection(after maintenance period) - 7 days. 4 cubic yards of nitrohzed Redwood or Fir shaving or equal. plant ground cover and bedding plants in moist soil and space as indicated on plans
ftB. Weed Control: Keep all planted antes free of weeds and debris by cultivating
200 lbs.of Gro-Power or approved equal. areas at intervals not to exceed 10 calendar days.
The contractor shall arrange a i�reconstruction job conference with the Landscape Each plant shall be planted with its proportionate amount of soil so as to minimize
Architect and Ci a minimum of seven 7 days or to the beginning work. The above soil condition root disturbance. Soil moisture shall he such that soil does not crumble when The Contractor elect to remove such concentrations of weeds man a a n
City ( ) Y prior beg' g Ing are minimal qualities only and should be used only for �' manually �'
bidding purpose,because soil conditions may change drastically from the time these removing plants from container. approved herbicide program.
1.07 Guaranties: specifications were developed to the time the actual soil conditioning take place.
Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every Regrade planter areas after planting,to restore smooth finish grade and to insure C. Pest Control: Spray all plants and planted areas at beginning of maintenance
A. Plant Materials All trees,shrubs, round cover;bedding s and lawn 25,000 proper surface drainage. A 4" layer of mulch material shall be spread over the entire ram and as m become necessarythereafter an ed method of
g g plain square feet of planted area. These soil tests shall be conducted by an ter area after rade is established. Watering shall in immediately after IxoB � � �o
shall be guaranteed from date of final acceptance of landscape construction approved Agronomic soils testing laboratory approved by the project landscape P� g g y pest control,to keep all plants and planted areas free of insects and disease.
for periods as follows: Architect and City. Copies of the soil test to be provided during the Pre-construction mulching. (Grading shall accommodate the mulch) Method shall be reviewed by the City prior to any applications. Pest Control
Trees 24" box&larger 1 year job conference. 5.07 Protection: shall include Gopher control.
Trees 15 gal.&smaller 1 year 3.05 Finish Grading: D. Pruning: Prune all plants as designated and directed by landscape Architect,
Shrubs All sizes 120 days Erect temporary fencing or barriers to protect planted areas from damage prior to at start of maintenance program and continue to prune plants as directed or
Ground Cover 120 days After rototilling operations are complete,grade areas to establish finish grades for final acceptance. as may become necessary until the end of the maintenance program.
Bedding Plant 120 days planting. All flow lines shall be maintained and proper tolerances shall be met after
Lawn(sod) 120 days settlement at the end of the project maintenance period PART 6-WEED ABA'I E BENT Remove trash weekly. bilge ground cover to keep in bounds and trim top
Lawn(seed) 120 days from first mowing growth as necessary to achieve and overall even appearance. Exterminate
Finish grading shall leave surface of the ground uniformly smooth and free of abrupt 6.01 Scope of Work: gophers and moles;repair damage.
Guarantees begin after the project acceptance by City and at the end of the grade change.
180-day maintenance period. landscape Contractor shall replace and plant Provide all material,equipment,and labor necessary to perform all work as indicated PART 8-ACCITIMANCE OF PRO1 T
all materials which have died within the time span stated above,at no cost 3.06 Coordination: on plans,as reasonably implied,and as delineated in the specifications.
and within 5 days from receiving written notice from the landscape Architect 8.01 General:
or City. If dead material is not replaced and planted within the 5 day Weed abatement work shall be coordinated with the installation of the irrigation 6.02 Qpality Assurance:
period,City may replace dead material with new material and charge the system rototilling and soil amendment work,and planting. (See Weed Abatement Upon completion of installation,a maintenance period of a minimum of 180 days for
Landscape Contractor for all expenses incurred. section). A. The Applicator of all weed control materials shall be licensed by the State of all landscaped areas is required prior to final acceptance of the work by the City. The
California as a Pest Control Operator and a Pest Control Advisor in addition to Commencement date for the maintenance period shall commence upon written
B. Construction Materials: The contractor shall guarantee all workmanship and PRT 4-TREE AND SHI U>L4 any subcontractor licenses that are required. approval for all phases of planting installation by the City Public Works Inspector.
materials for all site development,for a period of one year from date of final Maintenance period shall be adequate to verify plant characteristics and
acceptance of project. 4.01 Scope of Work: B. All materials and methods must conform to Federal,State,aid meal establishment.
Regulations.
1.08 Material and Labor Releases Provide all material,equipment,acid labor necessary to install all trees and shrubs as A. TWo inspections shall be made that affect the establishment period: The first
shown on plans,as reasonably implied and as delineated in the specifications. 6.03 Submittal: after all plantings have been completely installed in order to approve the
Upon completion of the work,the Contractor shall present to the City,signed copies of beginning of the establishment period,and the second at the end of the DESCRIPTION 0 F REVISION
all labor and materials releases for all work performed under Site Development. 4.02 Products establishment period. If plantings are not acceptable at the end of the 180 DATE JAPPROVED
Prior to the installation of any weed control materials,the Landscape Contractor shall day period,due to defective maintenance,then continue establishment until
1.09 Disposal and Clean-up: A. N -Plant names indicated on the drawings conform the"Standard submit to the landscape Architect,City a list of the weed control materials and all work meets with the Specifications and can be approved. CITY o f RANCHO C
Plant Names"established by the American Joint Committee on Horticulture. quantities per acre intended for use in controlling the weed types prevalent and .
Remove all waste materials(including excavated material classified as unacceptable Except for names covered therein,the established custom of the nursery is expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor R At termination of establishment period all plant material shall be live,
soil material),trash and debris generated or encountered during the course of followed, ,healthyundamaged,and free of infestation. Inferior plantings shall be
shall furnish the landscape Contractor and landscape Architect and City data to CHURCH S T. & TERRA VISTA PKWY.
landscape construction,and legally dispose of it. During the course of the work,
demonstrate the compatibility of the weed control materials and methods with the replaced and brought to a satisfactory condition before final acceptance of
remove surplus materials from the site and leave premises in a neat and clean B. Condition -Plants shall be symmetrical,typical for variety and species,sound, intended planting and seed varieties present. work will be made. All areas shall be neatly raked and free of weeds.
condition. Clean up and remove all remaining debris and surplus materials upon healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall LANDSCAPE IMPROVEMENTS
completion of work,leaving the premises neat and clean. The site shall be cleaned have healthy,normal root systems,well-filling their container,buy not to the
upon the request of the inspector. point of being root bound Plants shall not be pruned at anytime,and in no SOUTH OF BASELINE ROAD, PF
case Shall trees be topped. ROCHESTER AVENUE WCs
PLANTING SPECIFICATIONS
DSCAP4- ' APPROVED BY: , DATE 1/_ Z,
�iz
`Lo '. unny�,o�,pcy/.+ ` CITY ENGINEER ' ' R E No . 24953
_v ! DESIGN ARCHITERRA DSJdN GROUP EnDED
-� L A N D S C A P E JAK LANDSCAPE ARCHITECTURE
1 SITE PLANNING
ARCHITECTURE 10630 TOWN CENTER DR.,STE.128
DRAWN RANCHO CUCAMONGA.CA 91730 SHEET
SITE PLANNING JAK (909)484-2800 FAX: (909)484-2802 L-8
•�. OM1 10630 Toern Center 0, .Surto 128
Rancho Cucemonge.C. 91730
'1TF QF 19°9'`9`484- CHECKED DRAWING NO.
h[ 19091 484-2802
CA Lie
K34 AZ oe JAF DATE 8-t 2-98 RLA NO. 2834 1 & 70-L
G lk•2B3a AZ Lc 129115 IN Lk.136
PROJECT SHEET N0. OF
5