HomeMy WebLinkAbout1905-L DEVELOPER
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CALTRANS
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FROM EAST AVENUE TO MUSTREET OWNER
L A Q� AP M U T k D15CITY OF RANCHO CUCAMONGA
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RANCHO CUCAMONGA, CA 91729
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 ATTENTION OF THE CITY'S
INSPECTOR.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
PROJECT LOCATION 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE "GREEN BOOK" SPECIFICATIONS FOR PUBLIC WORKS INDEX
CONSTRUCTION, 2003 EDITION. SHEET DESCRIPTION
1 TITLE SHEET
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY 2 IRRIGATION
DAMAGE INSURANCE AS REQUIRED BY LAW.
3 IRRIGATION
4 LANDSCAPE PLAN
I- XI
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 5 LANDSCAPE PLAN
x 6 STANDARD DETAILS
ur,o�eeaf 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
Mxi:ieekt 6. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT AND MAINTENANCE PERIOD OF 60 DAYS SHALL COMMENCE. SAID MAINTENANCE PERIOD
�rMinn�„s.r,y.r,st ` " SHALL CONCLUDE ONLY AFTER VERIFICATION OF OVERALL PLANT HEALTH BY THE CITY'S INSPECTOR. MAINTENANCE SHALL INCLUDE WATER,o' r�w.y MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS z
+�� T ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING 1'
Most LY+eRe ase ttnelFe
NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE AND IS REQUIRED PRIOR TO FINAL ACCEPTANCE a
`
OF THE WORK BY THE CITY. V) 1
Q . FISHER DRIVE
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F•~ 7. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
Arrow 31 + ' Arrow Rt 8. AT THE CONCLUSION OF ROUGH GRADING, THE CONTRACTOR SHALL ADD SOIL AMENDMENTS AS SPECIFIED IN THE SOILS REPORT FOR THE
I \ T ^
'�Frrew"yss,sc -- PROJECT SITE. THE REPORT IS ATTACHED IN THE SPECIAL PROVISIONS FOR THIS PROJECT. ♦
° i < 9. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760-438-0525. a 11
11110 SCM.E
_ _ W 10. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL, AUGUST 1999 EDITION, AS
':
REVISED AND PROMULGATED BY THE CALIFORNIA JOINT UTILITY TRAFFIC CONTROL COMMITTEE. SHEET 2 SHEET 3 w
11. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE SHEET 4 SHEET 5
Im
RANCHO FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE
CUCAMONGA RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS.
I I
12. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740 EXT. 4057, MONDAY -
THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE. II
I
13. DURING THE CONSTRUCTION OPERATIONS FISHER DRIVE SHALL BE KEPT OPEN TO TRAFFIC IN EACH DIRECTION WHENEVER POSSIBLE AS ALLOWED
BY THE ENGINEER. fldft CLOSURE OF THE STR T WILL BE ALLOWED FOR -6R
OTHER WORK 1N THE V1119-INITY f)F-
AVFNWF;. ALL ALL LANES SHALL BE MAINTAINED EVENINGS, WEEKENDS AND ALL OTHER NON WORKING TIMES. THE TRAFFIC LANES
SHALL BE MAINTAINED ON PAVEMENT, AND SHALL REMAIN UNOBSTRUCTED.
14. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY
MAINTENANCE RESPONSIBILITY MAP FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE TO SAID UNDERGROUND UTILITIES, PIPES AND STRUCTURES. U TI LI TI ES
15. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two
16. ON THE DATE AND AT THE TIME OF THE SUBMITTAL OF THE BIDDER'S PROPOSAL THE PRIME CONTRACTOR SHALL POSSESS ANY AND ALL working days prior to construction or regarding any problems.
CONTRACTOR LICENSES, IN FORM AND CLASS AS REQUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK Southern California Edison Co. — EMERGENCY ONLY 800 611-1911 #3
TO BE PERFORMED UNDER THIS CONTRACT; INCLUDING BUT NOT LIMITED TO A CLASS A LICENSE (GENERAL ENGINEERING CONTRACTOR) OR Southern California Edison Co. 909 357-6240
CLASS "C-27" LICENSE SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH THE Southern California Gas Co. - EMERGENCY ONLY 800 427-2000
PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET. SEQ.) AND RULES AND Southern California Gas Co. - Jim Ming 909 335-7527
REGULATIONS ADOPTED PURSUANT THERETO. Verizon Telephone Co. - Bob Parent 909 469-6354
Verizon Telephone Co. - Dallas Stringer 909 469-6339
Verizon Telephone Co. - Jerry Faubel 909 469-6347
Cucamonga County Water District - EMERGENCY ONLY 909 987-2591
z Cucamonga County Water District 909 483-7440
o San Gabriel Volley Water Co. - L F. Montenegro 626 448-6183
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r LANDSCAPE QUANTITIES
w i r FISHER DRIVE C
! LANDSCAPE AREAS BY VALVE STATION
STATION NO. AREA IN SF
FISHER DRIVE 12 2254
Trees QTY.
l 15 Galion Trees - WASHINGTON ROBUSTA, 63 13 2210 °
MEXICAN FAN PALM 14 2446
I f III ; 15 2213 - DESCRIPTION OF REVISION DATE cmr
I Total Area: 46548 SF APPROYM
MAINTENANCE AREA MAINTENANCE AREA I >- Total Acres: 1.07 ACRES 16 2215
I II w Hardscape Area: 0 SF 17 2265 P" II
�' CITY OF RANCHO CUCAMONGA
I m Total SQ. FT. existing Sidewalk: 0 SF 18 2204
II Total SQ. FT. new Sidewalk: 0 SF O ,
Total Planted Area: 46548 SF 19 2219 TITLE SHEET
Hardscape coverage not inc. sidewalks: 0% 202198 +
21 2228 FISHER DRVELANDSCAPE
222173
11 ► 23 2222 IMPROVEMENTS
I ) 24 1638 FROM EAST AVENUE TO MULBERRY STREET
25 1440
III 26 1505 APPROVED BY: DATE: .
I 27 2230 I oFES
S
i CITY ENGINEER RCE 24
953
28
2212
1 29 2229 ���\�, ti���Z oes RECOMWNDm
30 2236 h ;3 < �' CSB CITY OF RANCHO CUCAMONGA API
No. 24953 Z
31 2255 I v j l ,,, �,5�,0 _ . E�
32 1 085 �:d', Exp 12-31-05 I DRAWN RANCHO CUCAMONGA, CA 91730 STET
33 2215
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10 + 00 FISHER DRIVE
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V22 43 GPM V28 43 GPM V21 43 GPM V29 43 GPM V20 43 GPM
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SPRAY HEAD LEGEND: FISHER DRfVE
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SYMBOL IARC IRAD 1SPACINGI DESCRIP110N SIjGPM j MFG f BODY j NOZ. j OPTIONS I REFERENCE
❑ 3600 10' 10' U-15 SERIES 23* TRAJ. 30 1 .75 RAINBIRD SAM 1812 U- 15F PCS-175 STD. 539 IRRIGATION GENERAL NOTES
0 XERISCAPE IRRIGATION ASSESSMENT SYSTEM SUMMARY Ln
H 180 9' 10' U-15 SERIES 23' TRAJ. 30 0.90 RAINBIRD SAM 1812 U-15H PCS-090 STD. 539 1. THIS PROPOSED IRRIGATION SYSTEM WILL BE CONNECTED TO AND DISRUPT AN EXISTING CITY-MAINTAINED >
LANDSCAPE AREA AND IRRIGATION SYSTEM. BECAUSE THIS DISRUPTION IS LIKELY TO BE MINIMAL, THE II
Of
CONTRACTOR WILL BE ALLOWED TO PERFORM HIS WORK WITHOUT ASSUMING FULL MAINTENANCE OF THE CITY'S MAINTENANCE AREA
901) 11 , lo, U-15 SERIES 23' TRAJ. 30 0.40 RAINBIRD SAM 1812 U-15Q PCS-040 STD. 539 M
EXISTING AREAS UNDER THE FOLLOWING CONDITIONS: LANDSCAPE (POINT VALUE) POINTS J
3600 8' 1 7' U-12 SERIES 23* TRAJ. 30 1 0.90 RAINBIRD SAM 1812 U- 12F PCS-090 STD. 539 0. PRIOR TO NEW CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE CITY'S INSPECTOR AND DOCUMENT CLAIMED SII 1
1800 7' 7$ U-12 SERIES 23* TRAJ. 30 0.60 RAINBIRD SAM 1812 U-12H PCS-060 STD. 539 THE CONDITION OF THE EXISTING LANDSCAPE AREA SERVED BY THE CONTROLLER IS SHOWN TO BE REPLACED. LOW GALLONAGE IRRIGATION SYSTEM 20
goo 7' 7' U-12 SERIES 23* TRAJ. 30 0.301 RAINBIRD SAM 1812 U-12Q PCS-030 STD. 539 b. ACCESS AND USE OF THE C17YS UTILITIES WILL NOT BE PERMITTED WITHOUT CITY SUPERVISION. AUTOMATIC CONTROLLER 20
DESIGNED TO WATER PLANTS BY WATERING NEEDS 10
GENERAL LEGEND: C. WATER SHUTOFFS TO THE EXISTING IRRIGATION SYSTEM WILL BE LIMITED M A PERIOD OF NOT MORE THAN 24 SOIL MOISTURE SENSORS
HOURS AND A FULL IRRIGATION WATERING CYCLE SHALL OCCUR BEFORE ADDITIONAL SHUTOFFS ARE ALLOWED.
SYMBOLS ! DESCRIP110N MANUFACTURER REFERENCE RAIN SENSORS 5
PRESSURE CALCULATIONS 2. CONSTRUCTION WATER SHALL BE METERED AND BY CONNECTIONS TO THE LOCAL FIRE HYDRANTS IN WIND SENSORS
"C)INT OF CONNE"__110NEkl��_,JING) - - - - - - - WATER METER ( EXISTING) SIZE 1- 112, ACCORDANCE TO CUCAMONGA COUNTY WATER DISTRICT REQUIREMENTS AND PROCEDURES. SENSITIVE M SLOPE FACTORS 5
Im I I - 112" WATERMEJ E R (EXISTING) (PER C-CWD) 3. A FOLLOW UP INSPECTION WITH THE CITYS INSPECTOR WILL BE REQUIRED PRIOR TO THE C17YS ACCEPTANCE RECLAIMED OR RECYCLED WATER
B_�x _F_ - H. G. L. 1628-1648 OF THE EXISTING AND PROPOSED LANDSCAPE AREA AND IRRIGATION SYSTEMS.
(EXISTING) ELEC7RIC .AL PEDESTAL W1 12 STAAUJ(_-). TP 24SS/120 TOTAL POINTS CLAIMED: so
[E] CONTROLLER, DIGITAL TRUNK RADIO, AND ANTENNA C A L S E N S E ETI - 12-DTR 2, ELEVATIONS 1391 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WrTHIN PAVED AREAS ARE FOR DESIGN
ANT- I (EXISTING) DIFFERENCE: 237 x 433 = 103 P. S. I. CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS
\ INSTALL NEW 40 STATION AUTO. CONTROLLER. BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET UGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT, AND
,SALVAGE EXISTING 12 STATION CONTROLLER TO CITY CALSENSE 2000-40-LR-RR REMOTE CONTROL VALVE V23 SIZE 2' ARCHITECTURAL FEATURES. DESCRIPTION OF REVISION DATE CITY
YARD, ATT N: CHRIS CILLI MAXIMUM DEMAND 43 G. P. M, 5. CONTRACTORALL SHALL FLUSH AND ADJUST ASPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH APPROVE11k.
-TIC FEBCO ��2`vA-- -.O WILKEN'�! ELEVATION 1414 MINIMAL OVER SPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND
BAI KFl._',__)lN E'I�E ,�EN 2N ASSEMBLY AND z INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL
'NYE STP.��'NFR (EXISTIN(-,) EXISTING)
YS F F� j I SIZE ITEM P. S. 1. CONSTRUCTION. CITY OF RANCHO CUCAMONGA
BPA 2" PRESSURE REGULATOR (EXISTING) W I L K E N S 500 Q-FPILS (EXISTING) 1 - 112' WATER METER ( EXISTING) 4 1 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS. STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY
1- 1 /0, R. P. BACKFLOW DEVICE ( EX) 12 0 PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR IRRIGATION PLAN
LINE - 'SIZE GATE VALVE (EXISTING) FFv- EX S' NG) 1 - 112, PRESSURE REGULATOR SEX) 8 0
SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER
1 - 1 /2" MASTER CONTROL VALVE - N. 0. (EXISTiNG' SUPERi,�-� 3100 SERiES (EX.) 1 - 112, MASTER VALVE ( EXISTING) 1, 0 HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL FISHER DRIVE LANDSCAPE
I - 1/4' FLOW METER ( EXISTING) 2. 7 BE MADE AT NO ADDITIONAL COST TO THE CITY.
1 - 1/4" FLOW METER (EXISTING) CALSENSE FV- 1 .2tB (EX.) 2-112' GATE VALVE 0. 7 7. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE UNE THE FARTHEST
2-112' MAIN LINE LOSS •
REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL IMPROVEMENTS
MAINLINE PVC PIPE, 2-112" CLASS 315 STD. 532 2# ( 1900 L, F. ) 11. 0 TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. FROM EAST AVENUE TO MULBERRY STREET
NON-PRESSURE SUPPLY LINES 1" UNLESS OTHERWISE NOTED SCH 40 STD. 532 21 REMOTE CONTROL VALVE 1. 4
1 MANUAL VALVE 2. 0 8. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS)
--------------- SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533 LATERAL LINE 2. 2 APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ltoFESS/0
APPROVED BY: DATE: ,Z
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FITTING LOSS 4. 0 ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. CITY ENGINEER RCE: 24953
+ REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-D STD. 520 23' ELEVATION CHANGE 10, 0 v
PRESSURE REQUIRED AT HEAD 30. 0 9. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF
c NON-POTABLE QUICK COUPLING VALVE RAINBIRD 33 DLP STD. 536 DESK;N
CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR C-7 RECIOWENDED
SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY Z; ! No. 4953 z
THREADED GATE VALVE - LINE SIZED WATTS 403RT-RW STD. 518 TOTAL PRESSURE REQUIRED 89. 1 CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. CSB CITY OF RANCHO CUCAMONGA ekly
Exp [NTLP DRIVE
--- CONTROLLER SEQUENCE REG, PRESSURE AVAILABLE ( EXISTING) 90 10. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR M FINISH GRADE OF THE AREA TO BE IRRIGATED MWNI RANCHO CUCAMONGA, CA 917_��) SHE"
Vj 48 GPM
2' GALLONS PER MINUTE ------- ------- RESIDUAL WATER PRESSURE: 14 UNLESS OTHERWISE DESIGNATED ON THE PLANS. -Civil- CSB 2 oF 6
REMOTE CONTROL VALVE SIZE 11. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER __OF_CA,0f CHECKED DRAWM NO,
6 HEAD IS 1/4- ABOVE EARTH FINISHED GRADE, (NOT MULCH). -ILM NO
JD DATE -FILE No2002-1 a 1905 L
V30 43 GPM V 19 43 GPM V31 43 GPM V 18 43 GPM V32 41 GPM =
2„ 2„ 2„ 2„ 2„
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SCALE 1 =20LJ
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23 24 25 2627 SH E DRIVE \'. 27 2
SPRAY HEAD LEGEND:
SYMBOL ARC ' RAD ' SPACING ` DESCRIPTION P 'GPM ' MFG BODY NOZ. OPTIONS I REFERENCE
❑ 360° 10' 10' U-15 SERIES 23' TRAJ. 30 1 .75 RAINBIRD SAM 1812 U-15F PCS-175 STD. 539
❑ 180° 9' 10' U-15 SERIES 23' TRAJ. 30 0.90 RAINBIRD SAM 1812 U-15H PCS-090 STD. 539
® 90° 11 ' 10' U-15 SERIES 23' TRAJ. 30 0.40 RAINBIRD SAM 1812 U-15Q PCS-040 STD. 539
v 3600 8' 7' U-12 SERIES 23' TRAJ. 30 0.90 RAINBIRD SAM 1812 U-12F PCS-090 STD. 539 1 /
v 1800 7' 7' U-12 SERIES 23' TRAJ. 30 0.60 RAINBIRD SAM 1812 U-12H PCS-060 STD. 539 V 7 43 GPM
T 90° 7 7' U- 12 SERIES 23' TRAJ. 1 30 0.30 1 RAINBIRD SAM 1 1812 U-12Q PCS-030 STD. 539 F_ 2„
GENERAL IRRIGATION LEGEND: V33 43 GPM
SYMBOLS DESCRIP ION MANUFACIURER REFERENCE 2 V � 43 GPM
P.O.C. POINT OF CONNECTION (EXISTING) > 2"
►T1 1 - 1/2"' w�ATERw�ETER 'EX�STi^JGv �E'ER r' —.'a"ry + � F° ALJ I Il �C r` i r`C �! �
l / l' /
(EXISTING) ELECTRICAL PEDESTAL W% 12 STA AUTO. 1RONG BOX F� 45� 1 �� 00 Q — — � SCALE: 1 =L0
CONTROLLER, DIGITAL TRUNK RADIO, AND ANTENNA i_ALSENSE ET i - 1 2-uTR2, N LAJ
�— B� —
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INSTALL NEW 40 STATION AUTO. CONTROLLER AND
ANT- 1 EXISTING Q Z 1 _ „ p— —� -H STAT
CALSENSE 2000-40-LR-RR STD. 524 H — �4 �p 0— - E R ItJ
TERMIAL STRIP. SALVAGE EXISTING 12 STATION (n —J >�—B--- —[}— —H�_ H — /�
CONTROLLER TO CITY YARD ATTN: CHRIS GILLI — „ _ -- _ Q ❑— _ J
PA( K I flW PRF\/ Nl11r)Nj ACCF��RI_Y Anil FFR( (l R?�Y�-? ( 1/�JII KFt�JC 1 e_ E -
- - 3
2" WYE STRAINER (EXISTING) YSBR (EXISTING) 2" TE3 - �4 p ��D—p_ � — Q 0
BPA 2" PRESSURE REGULATOR (EXISTING) WILKENS 500 SERIES (EXISTING) 1 4 E3--E3
FB __ _-�� J �— �— p_ 'f' W
4 P/4 0-0- 0 m
LINE-SIZE GATE VALVE (EXISTING) FBV-2 (EXISTING) I — 1 — / 2 — /� ���— ►h W
/r" MASTER
�n 7 in / r(-Ti �\ r, n n 7 SERIES,
/EX. 29 �" _ 1 4" ' __ - _-.�_
- i wiA� ER CON ROL uNLVE - N. 0. (EXIS I TNG sur ERiGr, Ov ��RIE� L j
1 - 11/4" FLOW METER (EXISTING) CALSENSE FM 1 .2513 (EX. ) i �-- _ — — 1 /4 J
—� MAINLINE PVC PIPE, 2-1/2" CLASS 315 STD. 532 —�H
_ '30 —�
NON—PRESSURE SUPPLY LINES 1" UNLESS OTHERWISE NOTED SCH 40 STD. 532 FI S - --------
ER _
D -- _
SLEEVES 2x SLEEVED PIPE OR PER PLAN SCH 40 Sl D. 533 R VE31 ------ — Q
REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-D STD. 520
c NON-POTABLE QUICK COUPLING VALVE RAINBIRD 33 DLP STD. 536
THREADED GATE VALVE - LINE SIZED WATTS 403RT-RW STD. 518
-- CONTROLLER SEQUENCE
v1 48 CPM GALLONS PER MINUTE
r
REMOTE CONTROL VALVE SIZE z a
V I L 43 GPM V1 5 43 GPM V1 3 43 GPM 35 + 85 . 86 FISHER DRIVE V1 4 44 GPM V) I
a I FISHER DRIVE
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2 E2"
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1901 _ 1 2FISHER/2 '
SLEEVE crry
DESCRIPTION OF REVISION DATE
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- - - - - r _ - - - -- _ CITY OF RANCHO CUCAMONGA
- - LE] - - ! - - - - - - - - - - - - - - - - - - - - - - - - - - IRRIGATION PLAN
�R/W }-
-�P�� TRENCH REPAIR PER CITY STD. 120
FISHER DRIVE LANDSCAPE
7 W I I POINT OF CONNECTION 13635 FISHER DRIVE
POC
c IMPROVEMENTS
W o FROM EAST AVENUE TO MULBERRY STREET
_ z CONTRACTOR TO MAKE A "T CONNECTION TO THE EXISTING M
X J I IRRIGATION PIPING, AFTER THE MASTER VALVE AND FLOW METER. A UJ I
L1J z FI I \ 2-1/2" LINE SIZED GATE VALVE SHALL BE INSTALLED BEFORE apfESS/ APPROVED 8Y: / DATE:
fy CROSSING THE STREET. RESTORE EXISTING LANDSCAPING AND GRADE I I ��P ; �, -!� CITY ENGINEER �/{�� .( � ��✓' RCE: 24953
THAT IS DISTURBED BY THIS WORK. �'\' \�-x DEs - I,% aE00MrREMDED
SALVAGE THE EXISTING 12 STATION CONTROLLER TO THE CITY YARD
20 (J) % ;- �, I No. 24953 1 ��, CSe CITY OF RANCHO CUCAMONGA
AND INSTALL A NEW 40 STATION CONTROLLER. DO NOT DISRUPT THE CA�-E. — q W �i SOF clvlc ENTER DRIVE
EXISTING LANDSCAPING WATERING SCHEDULE MORE THAN 48 HOURS. S ' 1 t f,F='; *\ Exp. iz-3l-os , DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
cl ��, •<� CSB 3 of 6
STATIC WATER PRESSURE: 103 PSI \�
SYSTEM DESIGN PRESSURE: 89 PSI CHECKED RC.E. NO DRw�NG
MAXIMUM IRRIGATION DEMAND: 43 GPM ' ! JD DATE FLE ND 2002-13 1905 L
i
i
W 10 + 00 FISHER DRIVE
z
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Z�
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STATE R W SCALE: 1 "=20' h Y
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CENTERLINE BETWEEN CURBS 17 1s 19 20 21 FV—
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XERISCAPE LANDSCAPE ASSESSMENT SYSTEM SUMMARY
LANDSCAPE (POINT VALUE) POINTS
CLAIMED
Li WATER CONSERVING PLANTS 20
Q I TURF LIMITED TO 25% OR LESS 20
�I FISHER DRIVEPLANTS GROUPED BY WATERING NEED 10
w� - -- - �. - HARDSCAPE
` :. � - _,--_ .• \ � � � �� -- ` PERMEABLE PAVING
I LOW-WATER TURF VARIETIES
MULCH PROVIDED IN NON-GROUND COVER AREAS 5
�I SOIL AMENDMENTS 5
MAINTENANCE AREA TOTAL POINTS CLAIMED: 60
m',j LANDSCAPING GENERAL NOTES
1 DESCRIPTION OF REVISION DATE
I
I. LANDSCAPE AREAS SHALL RECEIVE a OF COMPACTED WOOD CHIP MULCH UNDER ALL TREES AND SHRU
BS. APPROVED-
GRADING
p�,
GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH, PER CITY STD. 509. CONTRACTOR SHALL SUBMIT A
SAMPLE FOR APPROVAL PRIOR TO PURCHASE AND PLACEMENT. WOOD CHIP MULCH IS AVAILABLE FROM: CITY OF RANCHO CUCAMONGA
EARTHWORKS, NORCO, CA, (909) 538-3321
2. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
IRRIGATION SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, AND THE PLANTING LANDSCAPING PLAN
PLANT LEGEND
AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED. FISHER DRIVE LANDSCAPING
3. FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF 'ROUND-UP' OR
EQUIVALENT. IT SHALL BE APPLIED BETWEEN S THE PLANTING AND IRRIGATION RINSTALLATIONS7-1DAYSF THAT IMPROVEMENTS
SUFFICIENT WATERING CAN BE DONE. THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING.
PROJECT THE PESTICIDE SHALL INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR 2-3 DAYS AFTER APPLICATION. FROM EAST AVENUE TO MULBERRY STREET
TOTAL 4. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS AS SHOWN IN THE SOIL REPORT, FOR SOIL
SYMBOL BOTANICAL NAME COMMON NAME SIZE PACING REFQTY . CITY STD. DWG. PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. - -
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY PRIOR TO INSTALLATION. FINAL P ROFESSj APPROVED BY: DATE:,,----
257 O JUNIPERUS, CHINENSIS TWISTED JUNIPER 5 GAL 10' O.C. 501, 506, 507, and 508 LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY �o �� J. CITY ENGINEER (/ � { {�� �/� �� RCE: 4953
TORULOSA PRIOR TO EXCAVATION. 4v� ��• \<^Z
3 <\ o Ah ; r F RECOMMENDED
159 MYOPORUM PARVIFOLUIM 'PUTAH CREEK' MYOPORUM 1 GAL 8' 0.C. 506, 507, and 508
S. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS o j No. 24953 Z) CITY OF RANCHO CUCAMONGA ��
BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS W ` rq CSB
SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS \ Exp '2-31-05 10500, �IVi� ; FN7FR DRIVE
15' HT. 25' O.C., OTHERWISE APPROVED BY THE CITY. * * DRAWN RANCHO CUCAMONGA, CA 91'30 SHEET
63 WASHINGTON ROBUSTA MEXICAN FAN PALM BROWN 4'-0 FROM 501, 506, 507, and 508 ��/
TRUNK HARDSCAPE 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PUNT c I v I CSB 4 of 6
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. \351 U RHAPHIOLEPIS INDICA 'CLARA' NCN 5 GAL 5' 0.C. 506, 507, and 508 -- CHECKED R.c.E. No °RAWW x'10•
JD DATE 11/1/02 ME No 2002-13 1905 L
t
Lki
, F`-N C SCALE: 1 =20
m mm m m mmm mm m w m w m m m m m m m mmm m mm m mm m mm m mm m mm m mm mm m M .KKE VYv. . . . . . . . . . . . . . . . . . . . mmmmmm m m m m m lilp m1m MSIAIE JR/Wm m m =I(m m w m w 3:00
C) LLJ + w
00
+ W
NLIJ
inX
Q J
in
U CENTERLINE BETWEEN CURBS t`
- - - - - - - - - - - - - - - - - - - Q
� 23 24 25 26 �.
FISHER DRIVE 27
__ -- _ - _ - - - _ - - _ _ _ _ _ - _ _ _ - _ - - - - - - - - - _ - - - - _- - - - - - - _ - - - - - - _ - __ _ _ _ __ __ _ __ _ _ __ __ _ _ _ - _ _ _ _ _ _ _ - - - - - - - - - - - - - - __ _ _
LANDSCAPING GENERAL NOTES
1. LANDSCAPE AREAS SHALL RECEIVE 4" OF COMPACTED WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS.
GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH, PER CITY STD. 509. CONTRACTOR SHALL SUBMIT A
SAMPLE FOR APPROVAL PRIOR TO PURCHASE AND PLACEMENT. WOOD CHIP MULCH IS AVAILABLE FROM:
EARTHWORKS, NORCO, CA, (909) 538-3321
x
2. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
z1 IRRIGATION SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, AND THE PLANTING
jl AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED.
QI
v~il FISHER DRIVE 3. FOR THE PURPOSE OF MEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF 'ROUND-UP' OR
EQUIVALENT. IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT
- -� SUMCIENT WATERING CAN BE DONE. THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING.
THE PESTICIDE SHALL INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR 2-3 DAYS AFTER APPLICATION.
I 4. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS AS SHOWN IN THE SOIL REPORT, FOR SOIL
li PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS.
MAINTENANCE AREA 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUAUTY BY THE CITY PRIOR TO INSTALLATION. FINAL =
LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY
U,
PRIOR TO EXCAVATION. 0
J�
11 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS (� 6' C�
SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS o > _
OTHERWISE APPROVED BY THE CITY. o 0 _ SCALE: 1 "=20'=20'
7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT + m
r
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. N Q x _- S TA TE R/W
W
x
- - - -
PLANT LEGEND (n - - _ - _ _ x 003t
_ --�
to J
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING REF. CITY STD. DWG. _ + W
U -- - m
JUNIPERUS CHINENSIS
O 'TORULOSA' TWISTED JUNIPER 5 GAL 10 O.C. 501, 506, 507, and 508 Q - _ - 141
MYOPORUM PARVIFOLUIM 'PUTAH CREEK' MYOPORUM 1 GAL e' 0.c. 506, 507, and 508 29
15' HT. 25' 0.C., _
WASHINGTON ROBUSTA MEXICAN FAN PALM BROWN 4'-0 FROM 501, 506, 507, and 508 30 ORIVE
TRUNK HARDSCAPE FISHER -
�
Q
--
1
0 RHAPHIOLEPIS INDICA 'CLARA NCN 5 GAL 5 O.C. 506 507 and 508 31
35 + 85 . 86 FISHER DRIVE
MULBERRY STREET
I J
ST R/W
-
- - - -- -
+ m h �,
M W S84638' 1 1 "E -
� 33 3435
� -� FISHER DRIVE
DESCRIPTION OF REVISION DATE APP CITY
_._. _... __.. _ -_
Q - - - - - \\ CITY OF RANCHO CUCAMONGA
- - - - - - - - - - - - - - - - - - - - - - - - - - - - LANDSCAPING PLAN
/W FISHER DRIVE [ANDSCAPE
cy—
IMPROVEMENTS
;t FROM EAST AVENUE TO MULBERRY STREET
CD lam '`
%pFESS� APPROVED BY: � DATE:
����� CITY ENGINEER
/�. L t '�(G�. /, l/l.�if X RCE: 24953
Z� DESIGN ,AN PRF PARF L F3, �QDMI ►
- - r
A o No. 24953 CSB CITY OF RANCHO CUCAMONGA
• ��0 ) Exp 12-31-05 -* 10500 CIVIC CENTER DRIVE
��j���' II� DRAWN RANCHO CUCAMONGA, CA 91730SHM
CIV1�-� �r� CSB 5 of 6
� OF -\F CWCKM RC.E NO DRAWING N0.
JD a9 DATE 1i/i��FU No002 2-13 1905 L
TYPE C2-AR-4000 A.C. FINISH SURFACE TO PLACED NO SOONFR R
THAN 14 DAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING. STORM DRAIN/UNDERGROUND
TYPE B-AR-4000 A.C. BASE TO BE PLACED WITHIN UTILITIES BCR
SEE NOTE 7 72 HOURS AFTER CONSOLIDATION OF BACKFILL.
BUTT JOIN
w
1 3W T+1' 1 I ONE HALF OF SPACING
T 12"MIN / I z 12"MIN MUST BE REMOVED AND MIN. REQUIREMENT
REPLACED.
LIMIT OF PLANTER AREA
-------------
U
.0 0.
••o��w p•o w SIDEWALK UTILITY
°°o e° K�
\�� L S.L.
95% RELATIVE \ CURB AND GUTTER-/ METER 10' 5' TIGHTLY
�� p °oo ° go ^ < U `J DEPRESSED MWATAT COMPACTED
BASIN. TO FORM
COMPACTION MIN. �\ Oo \
4o0 vo Oo 'I` , MIN. MIN. \\ `'� 4" WOOD CHIP MULCH. / AB � L E EXTEND 2"
TOP OF ROOTBALL TO
t\ ABOVE FINISH GRADE
90X RELATIVE / \ 'pp•o0. o� EXTEND 2'
ABOVE `� ORIGINAL GRADE ��
COMPACTION MIN. M.
vo,`1;'p°o•• CRUSHED AGGREGATE BASE IN TRENCHESFINISH NATIVE BACKFILL DI NO ROCKS
j\\j\\ opo•a°°p 0e• \\� LESS THAN 100' IN LENGTH, SEE NOTE 11. _I GREATER THAN 3" DIAMETER.
COMPACTED IN
----- \/ R w '-III _ PLACERTOF ORMYWATERING BASIN.
Z III-I INV:: / 12" SIDEWALK �'FH DRIVE S.L. _ _APPROACH0- -
I
II III CURB AND GUTTER IIII11-)I I 111- - III-III-
BEDDING do SHADING PER UTILITY -- - = ROOT BALL I I-I I II I II -III ROOT BALL 1
INVOLVED IF NONF REQUIRED, 5 5 5 10 10 I I I I-III= I-I III
\
USE
P RCLASS
STANDAGGREGARD TE BASE.
MIN. MIN. * IN. MIN
.
NOTES: UNDERGROUND III -I _ -)I I- PUNT PTT TO BE (2) TIMES THE I=III- I -I_ _-I I PLANT PIT TO BE (2) TIMES THE
STRUCTURE eg. -I I I-I I I-1 I I-I I I-I I I-I I LHI I I I I-I 11: WIDTH OF THE ROOT BALL. -I I I-I I I-I I IA I I-I I I-I I LEI I I-I I IEE
WIDTH OF THE ROOT BALL.
1. All trenches 100' in length or longer shall be backfilled and consolidated per CATCH BASIN I-I I-)I I� �I I-I =1 I I-I I I -)I I-III-III-I (-III=I I I=I I I-I
Sections 306-1.3.1 thru 306-1.3.4 of the Standard Specifications. TRANSFORMER VAULT. -III-III III--III--I I-I II I I--I I I NOTE:
I-III=I I I�I I-III-III-I -I I F�=I - -III=I �-I I�I I�I I I-III=III-III- 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
2. Spread Boxes may be employed for trench paving jobs less than 500 lin. NOTES: -)I I-III-III=III-III=III- -III- IIIIIIIIII-III-III I I-III-III SPACING TRIANGULAR UNLESS OTHERWISE INDICATED ON
III-
ft. i I-� 1-� III Jill 1-1 i I- 1-1 I =1 11=1 11=1 11=1 11=1 11=1 I I 11=1 11=
* 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER NATIVE BACKFILL WITH NO PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.
3. All joints shall be vertical butt joints; lap or feathered joints are not acceptable. 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT ROCKS GREATER THAN 3"
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. DIAMETER. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
4. Unless otherwise instructed by the City Engineer, trench patch shall be straight grade UNDISTURBED NATIVE SOIL. SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER
across width, and shall not be crowned at center. 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st UNDISTURBED NATIVE SOIL. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING
PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
5. Prior to placement of A.C., pavement edge shall be cut to a clean vertical and 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND
straight edge with tack coat on face of cut. FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY NOTES: NOTES: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
OWNED WATER do SEWER LATERAL LINES. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE
6. The entire traveled lane, 12' min., shall be overlayed with .10' min. C2-AR-4000 A.C. 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. OF ROOT BALL. DO NOT CRACK ROOT BALL. OF ROOT BALL. DO NOT CRACK ROOT BALL. LEGEND ARE ESTIMATES ONLY.
using a self propelled paving machine (BARBER GREEN, BLAW KNOX or equal) for all
trenches 500' in length or longer. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE
ENGINEERING DIVISION.
7. Permanent A.C. patch, which shall be aminimum 0.25' thick or 0.10' thicker than
existing - whichever is greater - as directed by the Engineer in the field. 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY
STANDARD PLANS.
120 TRENCH REPAIR 501 TREE PLACEMENT 506 CONTAINER PLANTING 1507 kCONTAINER PLANTING ON SLOPE 508 SHRUB AND GROUND COVER SPACING
TO SPRINKLER - ANGLE PIPE TO
SPECIFIED DEPTH WITH 45' ELLS
SCH 40 PVC MALE ADAPTOR HARDSCAPING(SEE NOTE 4)
z SCH 80 PVC UNION "SNAP-TETE" WATERPROOF -
.
M a BRASS OR PVC NIPPLE CONNECTORS OR EQUAL
ELECTRIC CONTROL VALVE _ _ ` '• _
i ROUND PLASTIC VALVE BOX do o 3 N11=III=1 I I- -
4" OF COMPACTED WOOD CHIP w g COVER ETCHED "IRRIGATION GATE" m g PLASTIC VALVE BOX 1=III
MAR ATI -
MULCH. KED *IRRIGATION RCV" -
ULC
(CARSONIII R
- I
0
z z Q~ � CARSON OR EQUAL)
HARDSCAPING (CONCRETE HEADER, g w ETCHED WITH CONTROLLER z
CURB do GUTTER SIDEWALK, ETC. FINISH GRADE n FlNI H GRADE o AND VALVE SEQUENCE w
I I-I
I -
6" MIN. BACKFILL AND BEDDING
II -III II-III_
W. _
? FINISH GRADE ..N - I I I-I
12" M a - NO ROCKS GREATER THAN 3/4" _ -
c� 90% COMPACTION REQUIRED - BACKFILL AND BEDDING
z -
-
VALVE 1 1/2- OR SMALLER WITH NO ROCKS GREATER THAN 3/4"
_ o _ - -
-I I I I I-
STAINLESS STEEL HANDLE SIDEWALK 90% COMPACTION REQUIRED- � I-I I I
MOISTURE - NON-PRESSURE - -
i z IN cv -
ESIL�NT WEDGE - 2 OR LARGER WITH - _ - I-I
L E
� SEN R :11
- I
SO - SCH. 40 SNAKE PIPE IN I I I I-
TE VALVE 2" OPERATING NUT - _
WHERE
Z , EPDXY COATED N III I I- TRENCH FA I I
I- REQUIRED
= I I-I I I=I 11=I I=I I I=I I I-I 11=I I F cV VALVE 3' PIG TAIL EXPANSION = I I -III I I-
- I I-) I III=111-III-III-III III-I 11=1 11-1 00 I LOOP (MIN. 24" LONG) I I PRESSURE SUPPLY LINE:
= SCH. 40/CL 315 SNAKE =1
-
i z ANGLE
III-I III- PIPE IN TRENCH - -
BRASS
III I1-II
FLOW -
( VALVE W UNION - -
SHOVEL CUT EDGE COMPACTED s• I-III (-II - -
r - -
3
NATIVE SOIL °D = -
3/4" WASHED -_ _- CONTROL WIRES - BUNDLE _ CONTROL WIRE SLEEVE
III-I I-III
I VA z CRUSHED AGGREGATE AND TAPE AT 15' O.C. AND _ SIZE PER PLAN INSTALL
I=III II=I1 INSTALL ADJACENT TO = I=1 = ADJACENT TO PRESSURE
• - - - PRESSURE SUPPLY LINE
IN
co - L E
I
_
-III
3 SCH 80 PVC NIPPLE I = -I II -III-II - -
-I I I- I-I I I- IIII = PRESSURE SUPPLY LINE
i PROVIDE 6" MIN. OF SAND
z CONTROL do COMMON WIRES I =I 6" TYP. -
BEDDING AND SHADDING _-III-III- -I I - SLEEVE - SIZE TWICE
I -
NOTES:
I- I=1 I I- DIAMETER OF PRESSURE
_ 6" TYP SUPPLY LINE
1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL
SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND NON-PRESSURE LATERAL
INTO EDGES AT GROUND COVER AREAS. BRASS NIPPLE LINE SLEEVE - SIZE TWICE
NOTE:
DIAMETER OF NON-PRESSURE
3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 3/4" WASHED CRUSHED SCH 40 PVC SXSXT TEE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. NOTES. LATERAL LINE
.PV
4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. AGGREGATE BASE NATES: PRESSURE SUPPLY LINE C
2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 1. ALL SLEEVES TO BE SCH 40 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
NOTES: I. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES HARDSCAPING.1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. S UES OR DSC NG 3" AND LARGER 24" MIN. DEPTH 3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING.
2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS.
3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TRAFFIC LOADS REFER TO CITY
4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. STD. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW
5. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE 80X. 4. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STRUCTURAL SECTION).
5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER.
VALVE NUMBER.
1509 MULCH INSTALLATION 518 VALVE - 3"
OR SMALLER 520 REMOTE CONTROL VALVE 532 TYPICAL TRENCHING- 533 TYPICAL SLEEVING
HI-POP SHRUB HEAD BODY SET TO
PLASTIC VALVE BOX do COVER: POP-UP TURF ROTOR BODY SET TO 1/4" ABOVE FINISH GRADE
STRUCTURE FIN SHAGRADEOVEFlNISH GRADE (SEE ALSO, STD. 509) _
•GRADEN SH
ETCHED 'QC" (CARSON OR EQUAL) HARDSCAPING
FINISH GRADE u (SEE ALSO. STD. 509) CONNECTOR OR EQUAL
QUAL
f �l-I - _ MARE SERVICE LOOP LOOP
AT GRADE IN LAWN AREAS 18" MAX. _ - - - - I-I I I-I I 1-1 I 1 I 1-1 I I ENOUGH WIRE TO EXTEND WIRE
`� I I III=II I-III-I III-III-1 I I-
III-III I I-III-I I BUNDLE 6" ABOVE GRADE)
III-III I=1 I -I -I I-III-I1 III=I I1= SPLICE BOX COVER WITH
I -)I I-I( III- -III=III i I-I
_ z _ _ LOCKING TOP ETCHED "S.B
_
-III=I( I I I-
33 DLP QUICK '1 1-III 11= -I I III- Z I-III I I=I10
COUPLING VALVE - I I z III- I I-1 I -III III
RWITH UBBER CAP II= I=11 AT GRADE IN LAWN AREAS
-II I II-III 3 IN PLANTER BEDS
STAINLESS STEEL N -I
2 I = SCH 80 PVC NIPPLE
D SCREW CLAMP
MINIMUM (3) PLACES (MINIMUM 4" LONG) II_
3/4" WASHED I (-
DESCRIPTION OF REVISION DATE crtY
to CRUSHED SCH 80 PVC NIPPLE SCH 40 PVCAdVEU
AGGREGATE BASE ". •. i'. TYPICAL (2) PLACES TXT 90 ELL 12' X 18' GREEN PLASTIC METER
4 80X. CARSON OR EQUAL OF RANCHO
CUCAMONGA- ,- - MARLEX 90' STREET ELL 40SCH 40 BRASS NIPPLE -III.
I-I I
SCH 40 BRASS NIPPLE - III I1 I I-
24" LONG � SCH 40 PVC STANDARD DETAILS
MARLEX 90' STREET ELL 90' STREET ELL
MARLEX 90' STREET ELL NON-PRESSURE MARLEX 90' STREET ELL
LATERAL FITTING FISHER DRIVE LANDSCAPE
NON-PRESSURE NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE '+•
SCH 40 BRASS 90° ELL LATERAL FITTING TYPICAL (2) PLACES
SCH 80 PVC 90° NON-PRESSURE LATERAL LINE IMPROVEMENTS
STREET ELL SCH 40 BRASS 9(r Z24VOLT WIRES. TAPED AND
FROM EAST AVENUE TO MULBERRY STREET
STREET ELL NOTE: BUNDLED AT 15 FT. INTERVALS _
PRESSURE SUPPLY 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS,
LINE FITTING 4 REBAR STAKE AND EDGES OF LAWN. 2 CU. FT. PEA GRAVEL QROFESS/ APPROVED BY: / DATE: f
124" LONG) 2. USE TEFLON TAPE ON ALL MALE THREADS. J. �/ ��(i �//�� 3
PRESSURE SUPPLY LINE NOTE: 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE (v0 \ � CITY ENGINEER /L:t, t
RCE: 495
1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS,
AND EDGES OF LAWN. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. �V� \�Z
MIGNRECOMMIENDM
NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. USE TEFLON TAPE ON ALL MALE THREADS. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. y NO. 24953 = - `
1. W �,' CSB CITY OF RANCHO CUCAMONGA
Exp 12-31-04 �/ 10500 Llv,r (ENTER DRIVE
DAWN RANCHO CUCAMONGA, CA 91730 SHEET
CIV E `!� CSB 6 OF 6
�F CALF =
Rc.E NO DttAwlNc No.
536 UICK COUPLING VALVE 538 HIGH POP-UP SHRUB SPRAY 539 HI-POP UP SPRAY 540 24 VOLT SPLICE BOX JD �,� P No 2001_, 1905 L