HomeMy WebLinkAbout1599-L LAND CAPE APOHITFCTURAL PLANS FOR
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GENERAL NOTES IRRIGATION NOTES
1 . All work Shall conform t0 the Cit O f Rancho Cucamonga C a m O n a Standard Drawing and the 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CUCAAIONGA COUNTY WATER DISTRICT CC1Mt1 , IS REQUIRED AT POINT OF CONNECTION. THE
Y g CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF C4MM. METER. MANUNE FEEDER BETWEEN POINT OF
Standard Specifications for Public Works Construction, (Green Book), 1994 Edition, with 1995 supplement. CONNECTION. METER, AND BACKFLOW PREVENTER TO 13E OF MATERIAL AS REQUIRED BY CCWD. CONTACT CCWD FOR COSTS AND INSTALLATION PROCEDURES.
IRANCHO V 2. POINT OF CONNECTION CONSISTS OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR AND BACKFLOW PREVENTER. ALL EQUIPMENT SIZED PER
2. Public and private utilities and substructures shown hereon are from available records. PROJECT LOCATION PLAN. INSTAL. ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCA_ CODES. ACTUAL LOCATION OF
The contractor shall be responsible for protecting all utilities and substructures as CUCAMONGA THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY.
shown within the construction limits of this project and shall be responsible for any Bon an Street Summit Avenue 3. BACKFLOW OC�N OFT DEV)AUTOMATIC CE IS � ENBE INSTALLEDCLOSURE � THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S REPRESENTATIVE.
damage as a result of the construction operations.
4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. AS SHOWN ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE NSTALLED SO THAT THE MAN AND
LATERALS ARE ADJACENT TO THE SOUTH EDGE OF THE ASPHALT WALK WHEREVER POSSIBLE AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM AND
3. The contractor shall notify Underground Service Alert 1 -800-422-4133 and the following -WALLS. STREET LIGHTS, WALKWAYS, UTILITY ONES AND EQUIPMENT.
utilities two working days prior to construction or regarding any problems. Highland Avenue 5. DO HOT WILLFULLY INSTALL THE GRADE DIFFERENCES EXIST AND SHOULSPRINKLER BROUGHT TO TSYSTEM AS HE ATTENTION OON THE �ME CITYNGS 'S REPRESENTATIVE.EN OBVIOUS 1N THE FIELD N THE EVENT THATUNKNOWN T THIS NOTIFICATION IS OTS
--
30 PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR CORRECTIVE MEASURES AS NECESSARY.
Southern California Edison Co. (909) 989-5861
c �, 6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES
Southern California Gas Co. (909) 335-7712 CrSHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
General Telephone Co. (9 09) 491 -3968 .f > y 7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES. PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY
Cucamonga County Water District (909) 987-2591 y y y FOR THE REPAIR/REPLACEMENT. AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES.
Metropolitan Water District - ED ALVES (9 09) 392-2437 < W e. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE/COVERAGE WITH MINIMAL ONERSPRAY ONTO WALKS.
Wlltel Business Network (909) 947-9441 p�' w y STREETS. WALLS, ETC. THIS SHAT INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER
y y HEADS UPON DIRECTION BY THE CITY.
Chino Basin Municipal Water District (909) 357-3884 Baseline Road W W
9. INSTALL ONE (1) SPARE ORANGE MARE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RC ON EACH BRANCH.
II EACH E WIRE AT THE ENCLOSURE INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. ONLY ONE VALVE PER CONTROLLER
4. For inspection of this project, the Contractor shall Contact the Public Works Section ui W y W W SHALL OPERATE AT A TIME.
at 477-2740 Ext. 2341 two working days prior to the required date. , > Q Q °� W y W W y 10. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER
ao <� FONTANA MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION.
�
C ' y ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY.
5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any > Y Ln o
Cucamonga i -68, INSTALLED WITHIN A LEMEUR CONTROLLER ENCLOSURE INSTALL CONTROLLER PER MANUFACTURER= . T R
COnStrUCtlOn Or encroachment within any City Of Rancho rl ht-Of-Way.
U w W W W SPECIFICATIONS. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CRY'S ACCEPTANCE ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A
0 y REPRESENTATIVE OF THE CITY.
Foothill Blvd. 66 � PLANTING NOTES
1 1 1 1
6. The contractor shall notifythe Cit of Rancho Cucamonga Police Department, The Cit CITY HALL 1 y W 1. THE CONTRACTOR SHALL FAMILIARIZE wMSELF/HERSELF WITH ALL UNDERGROUND unuTDES, PIPES AND STRUCTURES, AND SHAT TAKE SOLE RESPONSIBILITY
Y 9 P Y
Civic ®9 Y an C'` FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY. FOR ANY DAMAGE OF SND UNDERGROUND FACILITIES.
O Y J y
r prior
of Rancho Cucamonga Fire Department and affected school district, 72 hours p o �
5 2. THIS PROJECT INVOLVES IN AN AREA WHICH HAS BEEN TREATED BY HERBICIDES. ALL EXCAVATED SOIL SHALL BE EVENLY REDISTRIBUTED ON SITE.
Drive
Y l
to indicating a nY Mdetour and/or r road closures.os u res. AWAY FROM FLAMING LOCATIONS. AND WATERED IN, ACCORDING TO SPECIFICATIONS. APPROVED CLASS A IMPORT SOIL IS REQUIRED FOR AL1. BACKFILL.
J Y 1 W
Arrow Route y y y 3. THE FOLLOWING SOIL AMENDMENTS SHALL BE USED FOR BID PURPOSES ONLY. FINAL. SOIL AMENDMENT TYPES AND QUANTITIES SHALL FOLLOW THE
RECOMMENDATIONS OF A SOILS REPORT TO BE FURNISHED BY THE CITY PRIOR TO CONSTRUCTION. THE IMPORT BACKFILL SHAT HAVE THE FOLLOWING
7. Contractor shall have a "Class A" or "C-27" Contracting License. 1 y + y AMENDMENTS MIXED INTO THE SOIL AT THE RECOMVENDED RATES PER IODO S.F.
y
4CY NITROGEN N ST AME LIZED SAWDUST
i i y 120 LBS. GYPSUM
V I C, I N I T Y MAP + + W W 125 LBS. OF GRO-POWER PLUS
40 LBS. OF GRO-SAFE CHARCOAL
NOT TO SCALE 4. THIS PROJECT CALLS FOR 30. 36' BOX GEIG RA PARVIFLORA (AUSTRALIAN WILLOW).
CONSTRUCTION NOTES 5. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR PLANT PIT REOUIREMENTS. SOIL PREPARATION AND BACKFILL REQUIREMENTS' AND TREE
GUYING.
(D, --
SIGN TO BE RELOCATED PER CITY DIRECTION. 6. MULCHED AREAS INDICATED ON THE PLANS 9441 RECEIVE 4. OF COARSE WOOD CHIP MULCH. PRIOR TO PURCHASE AND PAYMENT, CONTRACTOR To SUBMIT
A SAMPLE OF MULCH FOR THE CITY'S APPROVAL SHREDDED MULCH IS AVAILABLE FROM:
2�REPLACE EXISTING #5 PULL BOX WITH #6 PULL BOX. BLUE REPLACE
BCA NURSERIES
a3 - INSTALL #6 PULL BOX WITH EXTENSION ON TOP OF EXISTING OR (714) 633-3666
ACCORDING#6 PULL BOX. TOP SHALL BE FLUSH WITH FINISHED GRADE 7. BOULDERS ARE To BE LOCATED BY SIZE ACCORG THE FLANS AND DETAILS.
OF ASPHALT WALKWAY. FILL VOID AROUND PULL BOXES WITH NATIVE 8. TREE PLANTING SHAT NOT OCCUR UNTIL LOCATIONS HAVE BEEN APPROVED BY THE CITY. FINAL GRADES HAVE BEEN ESTABLISHED, AND THE AREA PROPERLY
GRADED AND PREPARED AS SPECIFIED. PLANTING SHALL BE COORDINATED WITH THE COMPLETION OF THE IRRIGATION SYSTEM SO THAT THE SYSTEM WILL BE
SOIL OR OTHER APPROVED BACKFILL TO DENSITY REQUIRED ELSEWHERE. ABLE TO SUPPORT THE TREES UPON THEIR INSTALLATION.
C4,)-PROTECT IN PLACE.
(5- INSTALL RR TIE PER DETAIL L ON SHEET 4. RR TIES ARE TO BE SPACED
C10' ON CENTER. SHEET INDEX
E6))-PLANT 36" BOX GEIJERA PARVIFLORA TREE PER DETAIL M ON SHEET 4.
0'_- INSTALL MULCH PER DETAIL 0 ON SHEET 4 LANDSCAPE MAINTENANCE QUANTITIES (FOR CITY RECORDS ONLY)
' _ 648 L.F. CRY
3
8}- 5 WIDE, 0.17 THICK A.C. SIDEWALK.
6' WIDE ASPHALT WALK 2" DEPTH �. TITLE SHEET
- - - -- -- - ---- ---- - DESCRIPTION OF REVISION DATE
(�-- CONSTRUCT 0.17' THICK A.C. WALKWAY, WIDTH PER PLAN. GRADE 1 RAILROAD TIES, 4' LENGTHS 350 EA. Z. IRRIGATION PLAN A�'"Q'`
C10 INSTALL BOULDERS PER PLAN AND DETAILS K AND N ON SHEET 4. TREES - GEIGERA PARVIFLORA !AUSTRALIAN WILLOW) 30 EA, 3. LANDSCAPE/CONSTRUCTION PLAN
1 - INSTALL 4"x14"x9' RECTANGULAR C.I. PIPE, ALHAMBRA A-470 OR EQUAL, MULCH 27,500 S.F. 4. DETAIL SHEET CITY OF RANCHO CUCAMONGA
TO SERVE EXISTING FLOW E.
TITLE SHEET
LANDSCAPE ARCHITECTURAL PLANS FOR
BASE LINE ROAD
PARKWAY IMPROVEMENT PROJECT
Between Deer Creek Channel and Milliken Avenue
-'PgOf ESS/Oti APPROVED BY: DATE:
�O/��tJA J. p���l CITY ENGINEER RCE: 24953
D PLAN PREPARED BY: RECWVFNDED
if No. 24953 i rn
1 LB CITY 1OF RANCHO CUCAMONGA
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* * J W CENTER DRIVE
DRA" RANCHO CLr_kVONGA. CA 91730 SI REFI
clv%�_ ��% KF 1 of 4
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�`►.� C CHECKED R.C.E. NO DRAWING NO.
5
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DATE FILE No /
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AT THESE LOCATIONS
AS REQUIRED
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BASE
rBASE L INE ROAD
15 // W
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15+00 26+00
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77— 77
BASE LINE ROAD
NOTE THESE PLANS AIRiE AC-CURATE WITH RESPECT SEE TITLE SHEET FOR IRRIGATION NOTES.
To IRM16ATION INFORMATION ONLY. FOR SEE SHEET 4 FOR IRRIGATION DETAILS.
26+00 OTHER CONSTRUCTION REFEPS TO f)wT 3 P.O.C.INFORMATION
LAND9CAP�/GOhiSTRUGTION PLAN. � WATER METER#_L SIZE: � 37+00
STATIC PRESSURE: LOW 140PSI, HIGH 145 PSI
SOURCE OF INFORMATION: CARLOS FIMBRES AT CCWD
3 32 GPM MA�,xNSYST�EM DEMAND3)987-2591 DAT2 �M INED: 2-13-97 �{- / 28 GPM
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BASE LINE ROAD
QttO�ESS/�;.
37 -00 Na 24M 48+00 SCALE: 1" = 40'
IRRIGATION LEGEND
1 -I (I SYMBOL MANUF. MODEL NO. DESCRIPTION DETAIL
$ P W SHEET
IMI Q
` I ® WILKENS t5OOHR 1 1/4° PRESSURE REGULATOR A 4
I 1� FEBCO 825Y-BV 1 1/4" REDUCED PRESSURE BACKFLOW WITHIN is / 9.
I���I STRONG BOX SBBC-45AL BACKFLOW COVER C
a > Y I I I.. Z�
a N _ a o A) lid I W a IRRITROL IBOC-68 6 STA. BATTERY POWERED CONTROLLER IN D / +a �-
i Y LE MEUR LE A-SS STAINLESS STEEL CONTROLLER ENCLOSUR
DESCRIPTION OF REVISION DATE CITY
AppROVEO
__ �� J H WATTS 403RT-RW 2 RESILIENT WEDGE RING TITE GATE VALVE E / 4
=-7 -_ - - - l�/ - - -- - 4 - -- --- - -- - =4 - __ RAINBIRD EFB-CP-PRS 1 1/4�r REMOTE CONTROL VALVE F / + CITY OF RANCHO CUCAMONGA
I it ���� � RAINBIRD 33 DNP QUICK COUPLER VALVE G 14
-----�- -� y,r- • RAINBIRD 1806-SAM-PRS-P4-80-1408 BUBBLER WITH ADAPTER ON POP-UP H / 4- BASE LINE ROAD
PROPOSED I "WF1T�R METER NEW WATER SERVICE CCWD SID PARKWAY IMPROVEMENT PROJECT
�_ -h APPROVED CLASS 315 PVC PRESSURE MAINLINE,. SIZES NOTED I / 4- IRRIGATION PLAN
_
_ - BETWEEN DEER CREEK CHANNEL
�-- — �- - �— - —� APPROVED SCH. 40 PVC. NONPRESSURE LATEVLINE, SfZES 1 14- AND MILL IKEN AVE.
------- APPROVED SCR 40 PV C- SLEEVING, SIZES NOTED. S /4-
�TAPPROVED BY: DATE:
� � "
52+85.81 DENOTES VALVE NO. CITY ENGINEE RC.E NO.
DENOTES GPM 2 953
BASE LINE ROAD I
' � � � DENOTES VALVE SIZEDESIGN PLAN PREPARED �: RECOMME ED
L 10 CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
DRAWN KF RANCHO CUCAMONGA, CA 91730 SHEET
48+00 2 of 4
CHECKED DRAWING NO
R.C.E. NO �.5�9_�
DATE FILE NO
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L�ocilmwor -ndE )ZEG-r,&w uLAR DRAIN b me-&—TH a m a & zn o o ~
mom THIS POINT THE WALK IN EloTH DIRECTIONS CL it z3 in 3 a It a cQi
CONTINUE 5 A.G. �� SHAH. 5LOPE VAC►t,AT LESS ZHAN 5% To 3
�� MEET EXISTiN(� GRADE•
LE
G TO MEET ( - - _ �� �—
5 (TYP.) 4
TINGGoNG. ��� I ,� - � _ - _ ,- �. ' - - -- � - - -- 6
WALK, APPROX.
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15+00 26+00
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12' MAX. WIDTH AT POWER POLE (TYP.)
11
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6 6 6 MIN. WIDTH MIDWAY BETWEEN POWER POLES (TYP) 6 (-rYP.)
ALTERNATING RADIUS EDGE
BASE LINE ROAD
26+00
SEE TITLE SHEET FOR PLANTING NOTES. 37+00
SEE SHEET 4 FOR PLANTING DETAILS,
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BASE LINE ROAD -
n
37+00 —J I— LEGEND 4 W. 24953 l SCALE: 1" = 40'
48+00
E.
A.C. SIDEWALK
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MULCH Of ch,
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Y_i I I DESCRIPTION OF REVISION DATE ctrr
APPROVED
J
____ __= y=___ _ _ ►_= == = 4=_ - - -1= VARIES- 6'r012' CITY OF RANCHO CUCAMONGA
111171111 41r
_ I ASF: AL MULCH, TREES AND 1
r —'- - BOULDERS
7 BASE LINE ROAD
�--- 5 PARKWAY IMPROVEMENT PROJECT
6 I I < <
LANDSCAPE/ CONSTRUCTION PLAN
-7r - � ---7r - BETWEEN DEER CREEK CHANNEL
AND MILLIKEN AVE.
UNDULATING EDGE ao APPROVED BY: DATE:
-701- �i CITY ENGINEER RCE. N0. 24953
52+85.81 - 1 "-'� —
BASE LINE ROAD - _ ,, -T-�---.. -r MEDIAN - -
/ Q 7- — DESIGN PLAN PREPARED �`. RECOMMEN D
2% �`RR TIIE f, `EXISTING E.P LB CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
EXISTING GRADE DRAWN RANCHO CUCAMONGA, CA 91730 SHEFT
48+00 (VARIES) TYPICAL SECTION KF 3 OF 4
BASE LINE ROAD - LOOKING EAST CHECKED DRAWING NO.
SCALE: I"=10' DATE FILE NO /.599-L
mimppi TO SPRINKLER - ANGLE PIPE TO
N
• ' w SPECIFIED DEPTH WITH 4 ELLS
23
" - ,4 -
rl• ` SCH 40 PVC MALE ADAPTOR
W BACKFLOW PRCVENTER OEfP
ASSEMBLY = N SCM 80 PVC UNION
jA
'SNAP-TITS WATERPROOF
3 o W
CONNECTORS OR EQUAL
S SCH BO PVC UNION NIPPLE - TYPICAL --� n- IRRI•THOL UP-1 S 0] BRASS OR PVC NIPPLE
( ) U❑JJL_ I - -r�Ql BATTERY BOX WITH ELECTRIC CONiROI VALVE
m 4 PEACES _-_ JI_ �_ I 2 STD 12V ALKALINE z Z ROUND PLASTIC VALVE BOX dC o 3
z ROUND FUSTIC VALVE BOX d _ _ _ _ _ _ ! }�- } LANTERN BATTERIES
NlE$ w S COVER ETCHED E "IRRIGATION GATE"
COVER ETCHED 'PRESSURE REGULATOR' gyp- L I�jL•-
I - -u00� I S PLASTIC VALVE BOX
__ CKFWW EPki�"�Rtr z MARKED "IRRIGATION RC1r
o u (CARSON OR EQUAL) I � (CARSON OR EQUAL)
i 1 ' I P LEC�EN V�DETAIL i i V ? Z (CARSON OR EQUAL)
- c3 AN
VALVE SEQUENCE
FINISH GRADE l ( ► -. IRIII.11101- 1 00C -1 ETCHED WITH CONTROLLER
-. FINISH GRADE g w
NIPPLE I .
13ATTERY OPLIIATEO �
6' MIN
6" THICK X 12" WIDE ,y, .,k;. ASNNOOEDLON114 i PLAN)
,NS _-
I CONCRETE PAD (LENGTH VARIES F - - FINISH GRADE
PER SIZE/MANUFACTURER) • L_ - 11=111= �I 1 '
III=11 I BRASS WYE STRAINER
I-III_ Z SLOPE TO DRAIN AT MINIkA1M -III-III BALL VALVE - 1 1/2" S SMELLIER WITH -
r i. - ..�., LE MCUR LL A 11=111311
_ STAINLESS STEEL HANDLE -III_ SIDEWALK
1 WITH 60 MESH uD •- .,�•... ,: ••- i•_'•'• n
I_III_ 1111/111 1 MONEL SCREEN � 2 27 SIDE VIEW O NT VIEW n BLACK
OCSEROLLEIi L'NCIOSUITE � I 11 -
I_I I=III. Il " I FINISH GRADE OESER T TAN _ _ RESILIENT I I-11 I. I-I -=1 -• MOISTURE
PVC SLEEVE -III-III FOXY COATED - 2" OR IARCER WITH 1-III-I Z -
I I I- PRESSURE REGUUIOF UNION F_ - IS -I w I'III-I -� I
� I=III I _ ATE VALVE 2" OPERATING NUT SENSOR
_ �__ •::.. WHERE
_ _ II III_
11=1 11= I I I I- REQUIRED
_ _ iI =1 VALVE
-III- •• REQUIRED FOR
m _ PIPE THROUGH _ _ _ _
r � --III=III N -I II
I-I I '.• '• I i-I 1(- CONCRETE PAD 3 I I-I I-I I Ilk- }- PIC TAIL EXPANSION
111= i-I PIPE 10 13ACKFIOw -I • • - - =-r11_I( PIGTAIL 6 COLI °0 =I�1 I�-I I _ ] =I '`
III. = T NIPPLE - TYPICAL +� 5. OF 2 ORANGE CONTROL J9" LONG DY 1T' WIOL - - 1 ( _ LOOP (MIN. 24" LONG)
I-II. PREVENTOR ] -11j I-III III-) III=I �m WIRES IRE01 BY 6 THICK PCC L III I II-1111T
IPE FROM III-_ Y � (2) PLACES T, SPARE WIRES OTY AS FOUNDATION-ANCHORS _1�-� I�I-I 2 I BRASS ANGLE
E1ER II-1�I IIIIf 1 = II I FROM WATER SOURCE I�( II- ��1/ �00�U� X O REOUIREO PER LE MEUR SPEC II-III- 3" 3" -W- s FLOW ` I_ VALVE w/UNION
2 I _ - -1 SCH 40 PVC MALE QQQQQQ m }" 3/4" WASHED
Flow =III-II - II- ADAPTOR i TYP u _1-2 - I� - III-
_r71 , 90% COMPACTION
REQUIRED 11 t. -11 - �+ - 1 C -FINISH GRADE - I-
I-1 11- - INSIDE DIMENSIONS YP I - -III °•P d'•o• CRUSHED AGGREGATE
_ I-I a .o. _
- Q
• I ISI _I I _ I
_ LENGTH HEIGHT WIDTH �2y,
o,P : 10 MEi R •t I ;•_ /SAL 1�•
I ETI I I.I 'a P4 I-III-ILII , 1 -III _ t; seat• ass -_
I I :• I I_ , LIN[ TO SYSTEMS ts• 29.6 , • , _ �I ILII I II P o oe P 1_l1' III_
3 =1 I Ia'l l� �°•' 1�1-I�l- Se°�''0A1 SCH BO PVC NIPPLE
I I-111=1 ` .o SOK-4SAL 43• M s z z ill I I�I IL-� 1=1 I I-111=III I I
_ .e RES
�d�or =•'. III=III= CONCRETE THRUST BLOCK ELBOW sesC.aoAL M• „s' • =III=III et T COMMON I
-I � CONTROL do CO 0 W
-III-1 I-��•P o�P a.a:•: - TYPICAL (4) PLACES EXPANSION MODULE 6 , - •
I-III-� - I=111_111 PER CCWO STANDARDS --- --- -- --- -- ---REGIO PIPE ANO RELATED FITTINGS SHALL BE PER i/2" G.I. CONpUIiCUCAMONGA COUNTY WATER DISTRICT STANDARDS. SPECIFICATION DRAWING FOR I =J/4' WASHED CRUSH[D CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO DIM. -III-� L�A
AGGREGATE BASE BACKFLOW COVER -III-III-III-I III=111-III-I
NOTES: CONSTRUCTION.
1. INSTALL PER LOCAL CODES. COVER MODEL NO. SBBC•30AI JO' 90'SWEEP
MODEL NO. 588C•45AL 45" 3/4" WASHED CRUSHED BRASS NIPPLE
2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY MODEL NO. SBBC•60AL 60• NOTES. AGGREGATE BASE SCH 40 PVC SXSXT TEE
STRUCTURES OR HARDSCAPING. EXPANSION MODULE MODEL NO. EXP-i5Al NOTES: PRESSURE SUPPLY LINE
NOTES: 3. WHEN UNIT 15 NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) 1. RCY WIRING SNAIL N 4►t4 AWG DIRECT BURIAL 1. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
ICOMMON•WH1TE. CONTROL WIRES-RED. 2 SPARES-ORANGE). NOTES:
A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING.
1. INSTALL CONTROL VALVES [ �nOiVGBO�
2. INSTALL VALVES IN PUNT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS 4. ORIENT UNIT PARALLEL TO STREET. . RUN SPARE WIRES TO FARTHEST VALVES Ii COIL 5' IN VALVE BOX 3. INSTALL VALVES IN PUNT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 2. INSTALL VALVES IN PUNT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS.
3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. V.I.T.� 'ts4. PUCE VALVE DOE AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
T PRIOR TO INSTALLATION Of VALVE BOX. Products, Inc. 3. PUCE vE►lvE BOX AT RIGHT ANGLES 10 STRUCTURES OR HARDSCAPING.
4. PLACE AGGREGATE 6, pIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3 ENCLOSURE b CONDUIT SHALL DE GROUNDED PER LOCAL COOL 5. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.
5. ATTACH FUSTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 920 S.Andrl4sM Df-,SlAlrr 106 ALUMINUM BACKFLOW INST ALL GROUND ROD INSIDE ENCLOSURE ON CONTROLLER SIDE 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PUCE AGGREGATE PRIOR TO INSTALLATION OF VALVE 80X.
DISIMILAR METALS. 920S.AEscondido.CA 92029 PREVENTION COVERS VALVE NUMBER. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND
VALVE NUMBER,
VALVE NUMBER.
i 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER Soulnern CaM (619)480 6702
WHEN MAINLINE IS 3" OR LARGER. Ouls,de Calif (900)729.1314
--_ FAX(619)4800211
LVE B REDUCED PRESSURE BACKFLOW C BACKFLOW COVER D CONTROLLER/CABINET
E GATE VALVE F REMOTE CONTROL VALVE
A PRESSURE REGULATOR VA
- R0 I1�0lo'SAPT PSS f�DI 80'14{08
1/4" AUUVC FINISH GRADE
FIAROSCAPING(SEE NOTE 4)
F INISH GRADE - ---- - ---- s.'l:;.-
RAIN BIRO 33 ONP WITH PURPLE
RUBBER CAP - SUPPLY ONE KEY- _ _
PER 12 OCV-S INCLUDING HOSE - _ 1 n 1-_-r_r _-_ I I 1=III=) I -I I _III-III=I ( ;i II ,, I I I
SWIVELS STRUCTURE OR -;°-1� _'�'TTT r-m:-I I -
HARDSCAPING �; I- I I --I 1 1 ._ E L I 11-- I I I I I I I I-III-III. I-III I I-III-III
FINISH GRADE - INSTALL IN =III--III I=. -I I I _III-.. 11 I .-
-1I I I1-1 I I- 5' as HA•L-r QrsrH powEQ Qol..� 1
FINISH BED ONLY I 11 I 1 1 1__.I 1( I o=I I I-1 I I--III -
I I=1 I I- -111 I I-I I >zrz-nom CTYr ) ;
,a MAXIMUM ! III I I I._I = - III 1
n I•---� III- 11-=III W 1=1 -III 1=1 I CLEAN BACKFILL - SEE `� 1 P
CLEAN BACKFILL - SEE I
• • • • .• •. ? - SPECS. FOR MATERIAL.
• • SPECS. FOR MATERIAL. -I
-1 I 111=)(I=I •�. ,-. 90% COMPACTION REQUIRED � I_) - 90% COMPACTION REQUIRED
_111_111 I - _ - _ _III. rt � \ 11/i-11t1- �IIh 111 II = � i► ;g
III=I I Iii =11 f=111-1 I I-1 I I= _III I I-
I-III-III r 4-- NON-PRESSURE LATERAL UNE I=I I I PROVIDE fi" MIN. OF SANG +�
SCH 40 BRASS NIPPLE 12" -1 I I-III I i- - SCH 80 PVC NIPPLE = I=I _ BEDDING AND SHADOING /,C� _
-III-1 I I- - (MINIMUM 2" LONG) 3 - I I- SCH. 40 SNAKE PIPE IN _III - I} Z
SCH 40 BRASS 90o ELL -III i -I I I TRENCH `\\ _ It 51 MIN• �Ou�-DERS
II _I=1 11
� SCH 40 BRASS 90° STREET ELL STAINLESS STEEL
o SCREW CLAMP - _ -III I I=1 i "IrI (wM�RE TRP., � �_ d
SCH 40 BRASS NIPPLE - MINIMUM (3) PLACES SCH 80 NIPPLE - 6" LONG SCH 40 PVC In -III - PRESSURE SUPPLY LINE: _ _ _
_- i X T 90' ELL SCH. 40/CL. 315 SNAKE I I I- TEFF ` I EWE. a Leet
24" LONG III-I -III- PIPE IN TRENCH -III i I = CONTROL WIRE SLEEVE - 117 O•C• (TYP• W�P P0�5) 3
4 REBAR STAKE �- MARLEX 90' S)RLET LLL I-1 I I I I-I I _ I_-III SIZE PER PUN INSTALL _
°O SCH 80 PVC 90' STREET ELL 124" LONG) - - - III-- ADJACENT TO PRESSURE rZ F� T I `.SAG 1IJC7 11
I -III-I - CONTROL WIRES - BUNDLE -III-1 = SUPPLY LINE
- 04 AND TAPE AT 15' O.0 AND �I I ((I� MULE N I
=III I I-I I INSTALL ADJACENT TO A- I-III - - - \ <7YP) 1
- _ PRESSURE SUPPLY LINE -III-I _ _ _ - _ -_ PRESSURE SUPPLY LINE
-I SLEEVE - SIZE TWICE
MARICx 90 CLL III-) I_I I ( ( I-III I I�I I I-I I -III-1 I I
_ DIAMETER OF PRESSURE
1-1 6" TYP PROVIDE 6" MIN. OF SANG 1 I I-I I SUPPLY LINE
NON-PRESSURE 4 BEDDING AND SHADDING I 6" TYP.
LATERAL FITTING --�{I
NON-PRESSURE LATERAL
NON-PRESSURE LATERAL LINE LINE SLEEVE - SIZE TWICE
NOTES: DIAMETER OF NON-PRESSURE 'T12EE5 TO m 501 APART L51 E451^ND WEST OF Z5•I O
LITERAL LINE
1. ALL SLEEVES TO BE SCH 40 PVC. ��'� pp�U�� �L� -[rZl✓£
NOTE: 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING Ai BOTH ENDS. ff
PRESSURE SUPPLY NOTE: 1. PIGTAIL AND LOOP CONTROL WIRE AT 90• CHANGES IN DIRECTION.
LINE FITTING 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURDS, HARDSCAPING, MOW STRIPS, 3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
AND EDGES OF LAWN. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY
3" AND URGER 24" MIN. DEPTH STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PiPE BELOW
PRESSURE SUPPLY LINE
2. USE TEFLON TAPE ON ALL MALE THREADS. STRUCTURAL SECTION).
}, INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
4. HEAD CONNECTION AT BOTTOM INLET ONLY. MODIFIES
- NTS
_ TRENCHING J SLEEVING K RR TIE, TREE AND MULCH LAYOUT
G QUICK COUPLING VALVE H POP-UP BUBBLER ASSEMBLY I
I WP Hu•.1 S 1141
1' GRt ATTR (1 vV')
]HAA UTAMEILI
tt Of E !(
(loTL INSTALL TIES WITH WIDER TF1iCKN1;55r;AppRou. Cl") fAIZALLE.L
TO WALK. C
��' ti peYc
_ MULCH
Z. IN5TALj_ TlpS V1ERTICAL.-LY l III
1 Y TAMPING To �l0% r/�` 4" Of CUMPACiCU w000 CMP
�j, (LECOMPACt SO AIZOumC) TIE PTY F RMI_ / _\ \ �J MULCH.
I N0. 24953 �I
711 �( FINISH GRADE Le FIN1;11 GRADE Fxp•��-3 -97 _ �I
108$1•bii:T � � NI W 811111111+ IN1',1 (ivl" WKII
ME-N51014 / AT 1'01141 IN l,A)IJ1Il CIKNi
OF 10, .� LAI V ',III I I AHLI '.I'Al.l U - - - - - 1 2" ��� CAir1 \�
I ULAN LY ARUIn10 11111. -""
\ ` / CLAVI N *1111 1/4' 111A Y. P
LIAS� 1U0 WIII11 PVC Vill
iUP OF RWIFIAtL lU
EXIENO : AUOvL ✓ `.
FINISH GI+AUE _-� - __..._.__.____ '•4
"�---\ AHItiN2 I:Al1U UH 1 UUA1 NI N
LIN4T HULA;,.
2 DATE CITU'
IURNUULKI[ (1,1', III=1 f ___ -_ II=III==III--=I I I=111111=111=III= DESCRIPTION OF REVISION APCIOVfD
TY
OVE EXCAVAnoN 1111111 Y CUMIN If II 5 IN Ind
Q Of Ir�r L"of SOIL TO FtNiM *All wrn: IIA',NI I UR -- - `-
AF I w ( uwr PiT ulsn,LNlw NIH LRUurlu I-III-III-III I I I=1 I I-I 11=1 11=1 I I I I I=1 I i=1 11=1
p ' • CUVL14 INSIALtAIK)W -111---11 II-1I1--I I1
r2EAIMETGPk, ;,1.0 _
(T 1?. 3 4 wucxr LINE' SHOVEL CUT EDGE COMPACTED
4 ; MULCH IN I'EANII.II(T�P.� NOTES: NATIVE SOIL CITY OF RANCHO CUCAMONGA
-68 - - - - 1. BOULDERS UNLESS OTHERWISE SPECIFIED SHALL BE MAX. 3',
MULCH I MIN. 18", SEE PLAN FOR LOCATIONS.
- - BASE LINE ROAD
A.c • p�R pL.aL1S -il: ,-(�- IL-111-.III= 2. BOULDERS SHALL HAVE 113 EMBEDMENT.
- III-11 IIJ-II Ilj_ III=ILL:. 3. BOULDERS SHALL BE SMOOTH, ROUNDED AND FREE OF
Ij1-11 1U0Fl 11�-11 OBJECTIONAL DISFIGURATIONS AND EXCESSIVE IRON CONTENT. PARK WAY IMPROVEMENT PROJECT
=ul -Ill 4. FINAL POSITION OF ALL BOULDERS TO BE APPROVED BY THE CIT
Ij-iI NOTES:
OF-TAIL SHEET
1-lil-. _ INSPECTOR, PRIOR TO INSTALLATION OF MULCH. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL
COMPACTED ETFu►�^t1E Pt,,»T --til Ails--Til-�L -i__i1-11 BETWEEN DEER CREEK CHANNEL
-(jl-I I �iI :111-►II-1�-1=IiI 111 N SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
Uf3f3TZADE I DIT AND p[411MlTE I -11� I_I .=111 11 -i 1-1 I-III-I - II'_ 1-:11K�5 tU ALHSrSttM i
�ol� ANd Ra tE w TN - l 1 - _�I, L LL (611 ) 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PUNS AND BLEND AND Ml LL I K EN AVE.
41 I f I /�[p"v o ACKFIUk- ITT Ii1-liI-III- -if)-III1: 1I.III---- Oil LQUAL INTO EDGES AT GROUND COVER AREAS.
1` Sg SvunCAT10r4�
PLANE Poll 10 OC 7 s
1111(S 111( WIUUI OF 11001 BELL. 4_ _ �Ol)IC�E(L QUANTI'TI�S TO �E URIVISI-IE��MSTALr�l7 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
FOR J4 Bad+,PIT To tet . t �- t o., K,x�A APPROVED 8Y: .DATE:
I (I UN R 34'015 NATIVE SOIL. �^ IOF4 SIL E QTY. 5 YMI�oL 4• PUCE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT.
CITY ENGINEER R.C.E. NO. 24953
-ptANT PIT 3 DIA. _ &0 d � . .
DESIGN _r .�:_� i RECOMMENDED
R01[S �i w m
1C 1. N1SIAll GUYS HA14D TAUT TO �. E4attAATPD Sell (tp0?•BALL 2' 5� 0IA. ( '40 I
�IIIII ( III ( �-•- t_•oMPAGTEA PR(VENi DEFORMATION Uf LlMUS. ,S SAC• Pat-met ��yII Dli'a. C L..B
CK IL WIRE Shill eE COMPED OR BStIIrWTfCV IMp oR?So1L rJ ;J CITY OF RANCHO CUCAMONGA
BAC-10415 L 2
CRIMPED SH NUT CLAMPEDED. SeAkPXK rnEE - 1.45 4Y. DRAWN 10500 ANC CIVIC CENTER DRIVE SHEET
Toh vlFw RANCHO CUCAMONGA, CA 91730
.� v/epos e OF E.dA VA•Ta-O K F 4
N I S 3 •e14 oM•f1TE DEQ SpECIiICATIOsiS ` T5 OF
Iv CHECKED DRAWING NO.
MULCH R.C.E. NO L
L RAILROAD TIE INSTALLATION M 36" BOX TREE N BOULDER O DATE FILE No
P -