HomeMy WebLinkAbout1337-L V
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DEVELOPER/OWNER
MUZZU(MM LAKID
1150 WEST CENTRAL STREET SUITE D
4LANDSCA A CHIT CTURAL LANS
0 BREA, CALIFORNIA 92621
0
(7 14) 67 1 -0468
MEDIANS
LANDSCAPE STREET
IMPROVEMENT 6TH STREET
MISSION BUSINESS CENTER
CITY OF RANCHO CUCAMONGA
PM 11671
LANDSCAPE MAINTENANCE DISTRICT NO. 3
VICINITY MAP GENERAL NOTES SHEET INDEX
COVER SHEET L-1
ARROW NwY. f-- IRRIGATION PLAN L-2
006h IRRIGATION AND PLANTING DETAILS L- 4/5
JERSEY OL aro. GUGAe� PLANTING PLAN L- 6
SPECIFICATIONS L- 8
1. An Encroachment Pen, t shall be obcs+r+ed from'he CM EfVhW Orlon b oommenchtg 111"work. L-
t
- 9
2. At wort shall be performed socoo no a current C1ty standards and the Standard Specifications for Public Works Consboetlon.
Q �
b rd M 77771 t _ 3. At the condusbn of rough q.w*q, an agronomic solo report shall be furnishd to Me City Inspector and all such recommend1otbns
2 W h L from such a report shah supersede soft amendment rem, mendstions shown on the pians.
�I 2
It
t. lJtpor► oontpietinn of Instefttbn, a maintenance period of one hundred and eightylls0) daps Is required prior b fMal soceptsnca of the
work by the City. LUIntenance shall Include mowMq, wood . Irrigation, pruning, raising tree root balls which seine below grade.
VE. v
4TN ST (SAN BERNA8,01Na OA ) b �1n0 and appff V such sprays as an nemstwy for proper
core and upkeep. MaMtenance also Includes all regain, replacement.r - — desr ng and adt4tino i starp b keep the Irrlpe►tion apstem In good working order with proper ooverage. QgfmnlctlrTvrtt- dam for
C/TY OF ONTAR/O the quintfrnanrA atrial shliII be SAproYRd In writing by the City Inapt-ctaL MAINTENANCE PERIOD ;r": LL til_ ",D CQUATE To
Vi [0 ri , ':f•1 rt:.�i: _,�tri',i��;� �NDt ,i .ti[ iali�,llNi
5. One oontro" Chart sinal be provided br each controller. Controller Chart shelf be ft maximum site the oontroMr door w* slow
h�
and shay show the area covered by 1M wtomatb controller. The Chart is to be a reduced Oraw►r►g of the actual as-buiRpsw
an.
Hosraver. In the evem the oontm#w seg wrioe Is not legible when the drawing Is reduood, it shall be enlarged to a size that wN be
rewWibie when reduced. The dtiart shad be a biaddine print and a different Color shall be used b show the area of Coverage of each
atatlon. When completed and approved by M» Public Wofks Inspector, the chart shall be hermeticaiy seated between two pieces of
mb ir, 20 mils. thick. The chart shell be mounted Velcro or ed equal type of tape. These
Pte.
each be a of using approved
dtarb mus! be completed and in place prior b Mal acmoance of work by the City.
8. r wife x So deep colo W mowslrlps shelf be provided between all shnAVgroun&v%w areas and 1ud areas. Mowstrips shall also be
provided beneath metal *K*ng and where City maintained area are adV"ni to privately maintained areas.
7. Sifmsalfc !font is wnoephxW only. Approval of the Mal sidewalk layout shall be made In Me fhid and adjusted as neoessary to meet
MAINTENANCE RESPONSIBILITY MAP 1iiid con Ittm t as approved by the Public Worcs Inspects and Protect Planner prior b final construction. CONSULTANTS
8. Appflxtbn of any chemicals shall be by State licensed personnel.
_7
!. Any trees within few (S) teat of waft. walks, curbs or other potentially root-damaged herdscape shall be Installed wtth rootcontrol irrigation DaiQn By; �^-
barriers. Prior b backfilling tree(s) planting, oontractor shall have the City Inspect root barrier installation.
CIVIL ENGINEER:
10. No frees shat be planted wlthln three (3) feet of curbs. ANDSCIC
>At,d.calx.Arrnttccnlrc sIn rlannlni- RRlGATION WILLIAMSON AND SCHMID
11. All *eea am to be banal: ten feet from arty street ". power pole. or reIrttot.1 Concrete box; ftw feet from arty drive —- 1 0% `11J"_Surcr RX) _ ONSULT/NG ! 17782 Sky Park Blvd.
approacft, e hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any xctilv,rt&a.h.(ailb,n„d 92hM,
Ik ! Irvine, California 92714
water mew or sewer lino. -I (.au�alxl
' (714) 261-2222
2435 Esse Coast Highway Buff& 7 (L
Corona Ds/Mar, CA 92625 ti� uc. 2145
1714)675-3671 !�
+tic.. ._ �� ----... _. ._arra .___..___--_ •� � M
(DA
7F OF t `
SITE AREA MAINTANVENCE RESPONSIB ” AREA LANDSCAPE QUANTITIES AJC,A Mo
G
cy
o TREES:
LAGERSTROEMIA INDIrA CRAPE MYRTLE 36*BOX 32
Ix r DESCRIPTION OF REVISION SAT[ CITY
APPROYCD
STH STR E SHRUBS & GROUNDCOVERS: "''
W — CITY OF RANCHO CUCAMONGA
NANDINA DOMESTICA HEAVENLY BAMBOO 5 GAL 580 O ' O
= HYPERICUM CALYCINUM AARON'S BEARD FLATS 5440 SF
PM11671 : 6TH STREET MEDIANS
V > BETWEEN PITTSBURGH AVENUE &
BUFFALO AVENUE
TOTAL SQUARE FEET CITY MAINTAINED AREA �,?�01•�r 89046
TOTAL ACRES CITY MAINTANINED AREA j�i• APPROVED EE
BY DATE: c,
CITY ENGINEER4LL - _ RICE. NO. 2_ Z
tpAT" DESIGN RECPNLMENDfD
NO CCAI E
DRAWN COVER SHEET SHEEN
LV
CHECKED DRAWING NO
OCE Po 37- L
fill DATE FILE NO
SHEET NO. -OFo2, 9
L PRESSURE CALCULATIONS
N.I.C. WATER METER : A SIZE A/2"
H. G. L. /2�y
ELEVATION 104C;
M
..J 210 X .433 = 90.93 P.S.'.
6TH STREET
3,'j A• A 2 W REMOTE CONTROL VALVE A 3 SIZE
■ /" VL/ = MAXIMUM DEMAN^ 34L G.P.M.
J �" ,/" R „1" r— __ W ELEVATION 1046
W ..
Im- . •+T" � u wT• N h ✓. � wj• r .q• a y�. n 3i4j ?;� �, , K� . z— - 1, K^ �„
uj PRESSURE 8 R.C.Y. 23.72 P.S.I.
40
wME' r N K' ■ r 'E' r r K' N r �� 1• N N M(• N N � Kn ,/tn K" rt W SIZE ITEM P.S.I.
(n 3/4V' r .q,• I Z
Tc. �o� !l/2' WATER METER 2.7
_f
J
W SEE ENLARGEMENT THIS PAGE = 1�1¢" R.P. BACKFLOW DEVICE 9.0
_ EMITTER AND BUBBLER ENLARGEMENT Q 2" bf1iG VALVE 3.0
V MASTER VALVE Q.45
IU4" O^ESS. REG. 3.0
Q 5 GAL. SHRUB PLANTED AT 2 O.C.
m 2" MAIN LINE LOSS /.3
SALCO TUBING STAKES ( DTS-20-400 )
+L• K' r(' STAKE EACH DISTRIBUTION TUBE UNDER
/1/2" REMOTE CONTROL VALVE 32
v �0 0 0 0 � Lo,� �o, Lo, 0 0 0 0 lo, lo, o Q MULCH, MAX. LENGTHS'.
0 0 o 0 0 'o 0 0 0•c/q Jo�o o o /0 o O o ,o�o -o 0
CIL o �0 0 0 0 0 o SALCO PC6 2 EMITTER W/ DAS 8 EMITTER LATERAL LINE /•4
ACCESS SLEEVE. 2 SHRUS PER EMITTER/O FITTINGS LOSS (10X) 270 O O O O
K o 0 0 0 0 0 00 0 o rro 0 0 6 0 o 0 o p o Q 2 OUTLETS PER SHRUB. CAP REMAINING 2
't' o 0 0 0 0 ,0 0 0 0 0 o ,o �0 0 0 0 0 OUTLETS. SET ACCESS SLEEVE 1"ABOVE
/041 tl_EVATION CHANGE /
FINISH GRADE.
nt" o 0 o 0 0 0 0 � »t' o 0 0 ►2 SALCO EOCV 125 EMITTER OUTLET CHECK TOTAL SYSTEM LOSSES 01115 (02
- .,.�� VALVE CAP. VALVE PLACED AT END OF EACH - PRESSURE REQUIRED AT HEAD: 20.0
I I• � DISTRIBUTION TUBE. TOTAL PRESSURE REQUIRED: 4y(02
'w
F ® CONTROLLER "A'
REFER TO RIGHT-HAND CORNER FOR SIZE OF CONTROLLER STATIC PRESSu:tc AYAILABLE: 9o.93
r-- 36~111r TREE r
RES. PRESSURE AVAILABLE (PRE-SET): /Qrj,0
opo
RAIN BIRD 14DIFULL CIRCLE DEEP WELL SCALE 1" - 1/8" RESIDUAL WATER PRESSURE'
BUBBLER. INSTALL BUBBLER IN 6'DIA.
PERFORATED DRAIN. 2 BUBBLERS PER TREE.
CITY RESIDUAL MATE
PRESSURE REQUESTED: 15-20 PS' _
9) RAIN BIRD 33-DLRC 1IC
'OUK COUPLING VALVE OCKING YELLOW HARDIE
102 SERIES MASTER VALVE. N.O. (NORMALLY OPEN ) CANNOT EXCEED 20 PSI
VINYL COVER
BL
RAIN BIRD PE SERIES ELECTRIC REMOTE CONTROL VALVE ® WILKINS 500 SERIES PRESSURE REGULATING VALVE
W/SALCO WR SERIES PRESSURE REGULATOR ® FEBOO FACTORY PRE-SET TO 65 PSI
Q
SALCO OYSF WYE STRAINER W/INTEGRAL BALL VALVE AND
825Y-BV REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION DEVICE. SEE PLAN FOR SIZE.
DOWN STREAM PRESSURE GUAGE
CALSENSE FM-1 SERIES FLOW METER.
Q CHAMPION 200 SERIES BRASS ANGLE VALVE W/UNION.
e
SALCO WMP-75 (T X S) 3/4' PVC BALL VALVE ON 3/4• X36' DIA. ALGAE RESISTANT C.C.W.D. DOMESTIC WATER METER BY DEVELOPER
PVC FLEX HOSE-PIGTAILED. INSTALLED INSIDE ChRISTY B9 CONIC. FLUSH BOX ® CALSENSE 2000 SERIES ELECTRIC WALL MOUNT CONTROLLER(SEE DETAIL).
INSTALL IN A VANDAL PROOF ENCLOSURE. SEE PLAN FOR SIZE. — — — —
RAIN BIRD EFA-CP PRS SERIES ELECTRK'REMr1TE CnNTFif 1L VALVE. 12 STATION
APPROVED LATERAL LINE, SCH. 40 PVC PINE, SiLtU A5 NOTED. H NBCO T-113 GATE VALVE (MAINLINE SIZE)
APPROVFD MAINI INF 1 12' 8 SMAI I ER SCH 40 PVC PIPE Z' A
LAHuLn CL.315 PVC PIPE
' W
34 A•3 36A.4 O
6TH STREET �t 41 A ,� 2 ,�" LP co
Lu /'� f W THIS SYSTEM REQUIRES AT LEAST ONE CAL-SENSE
_ _ _ _ __ _ __ MOISTURE SENSOR FOR EVERY FOUR(4)REMOTE
Z r �" , 1+ /j+ 2• 2w 2' t" /l" U) CONTROL VALVES. MANUFACTURES REPRESENTATIVE
u J I , ��" WILL BE RESPONSIBLE FOR THESENSOR PLACEMENT.
CALL GENTILE ASSOC.'S AT (714) 458-0129.
Q fin, �►2' w[' �K„ irjj� v(• " r wC" r a4• r r 514^ r vt" r y� n a � , n �" LV
w af+ 1 k. Z FINAL LOCATION OF SENSORS MUST BE APPROVED
( N or r r u • r N IK I" 4" J BY THE CITY INSPECTOR.
v11.
` — U 1HIS DESIGN IS DIAGRAMMATIC, ALL PIPING,
III ~ VALVES, ETC., SHOWN WITHIN PAVED AREAS
0 SEE ENLARGEMENT THIS PAGE i I Q IS FOR DESIGN CLARIFICATION ONLY AND SHALL
i BE INSTALLED IN PLANTING AREAS WHENEVER
wj I POSSIBLE.
J171
11�� TG. (D-]moi-8Z NOTE:
a WATER SCHEDULE SHALL SUPPLY A MAXIMUM 3 OF WATER
PER A 6 DAY WEEK, BETWEEN THE HOURS OF 9PM TO 5AM.
A.
— _ N.l� — —
_ I
_ CONTROLLER'A'LOCATION. CALSENSE 12 STATION
ELECTRIC WALL MOUNT CONTROLLER, MOUNTED IN- 1
SIDE AMEYERS= MEUG-1M-285 ENCLOSURE, WITH DESCRIPTION OF REVISION DATE CITY
RAINMASTER REMOTE INTERFACE#PC24 (SEE A►►ROv[0
�0�N1 AFF
DETAIL'I'). CONTRACTOR SHALL COORDINATE THE �� UC 11<Sy CITY 0 F RANCHO C U CA M 0 NG A
120 VAC POWER TO THIS LOCATION AND MAKE THE . �,
FINAL HOOK-UP. FINAL LOCATION OF THE CONTROL- ,
.� LER TO BE APPROVED BY THE CITY INSPECTOR.
0
P.O.C.= POINT OF CONNECTION. CONTRACTOR SHALL RUN A 2" P M 11671 : 6TH STREET MEDIANS
SUPPLY LINE FROM THE EXISTING 1 1/2" POTABLE WATER
METER(TO BE INSTALLED BY RANCHO CUCAMONGA COUNTY fir
i1H STREET , ID+�1 6 ��
OF
' WATER DIST.), THEN TO THE 1 1/4- PRESSURE REGULATING
i' VALVE, THEN THE 1 1/4" BACKFLOW PREVENTION DEVICE, BETWEEN PITTSBURGH AVENUE & BUFFALO AVENUE
THROUGH THE FLOW SENSOR,AND THEN THE 1"MASTER CON
TROL VALVE.CONTRACTOR SHALL INSTALL THE PRESSURE 89 46
REGULATOR,BACKFLOW DEVICE,FLOW SENSOR,AND MASTER APPROVED BY I DATE Sz, G f,,
VALVE PER CCWD STANDARDS. FINAL LOCATION OF THE BACK CITY ENGINEER f RCE NO 22397
FLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY
INSPECTOR. THE SYSTEM REQUIRES 12 GPM MAX. AT 4*41 PSI. E s cti kEc MMEtipE
CONTRACTOR SHALL SET PRESSURE REGULATOR AT65 PSI.
KEY MAP, p01IT„ HYDRAULIC GRADE LINE= 1285' SCALE: 1"-20' ` IRRIGATION PLAN
AVAILABLE STATIC PRESSURE =90.93 89046 SHE E T
HGL INFORMATION OBTAINED SEPTEMBER 24,1989. FROM REFERENCE IRRIGATION p`�mco L_2
JOHN KNAPP AT RCWD, PHONE # (714) 987-2591. 0`
LEGEND SHEET L-4 �E f . pA.w Nc r+o
REFERENCE PLANTING SHEET L-6 - ATE A cc ,",o 1 .3 3 7-4 -
SHEEI NO. ,Zp0Fx�_' 9
PRESSURE CALCULATIONS
WATER METER i /-` SIZE
.
• H. G. L. mz,
10
.
r 100 ELEVATION 1041!�
DO X .433 = 90.93 P.S.r.
• (n
i
�
N.I.
C• REMOTE CONTROL VALVE /� 3 SIZE10
/"• ,
. �
MAXIMUM DEMANC /4 G.P.M.
: r
yELEVATION
I��EE`N=RGEME O PRESSURE 8 R.C.Y. 21.87 P.S.I.
-kms pa 6TH STREET -
SIZE ITEM P.S.I.
0 of. 10
o-
-�•-_j djl ` 00 14141, WATER METER
.
R.P. BACKFLOW DEVICE 9.0
GATE VALVE 30
��_� SEE DETAIL I SHEET L-4 FOR DETAIL OF STLIB OI 1T •:
4Q • �~ MASTER VALVE 2 ¢�j
2 •
• rr
o^ESS. REG. 3.0
`� • •: /" MAIN LINE LOSS q
T C . t o-7-7. I
100Q1.00
I" REMOTE CONTROL VALVE 3.8
.
LATERAL LINE /.3
EMITTER AND BUBBLER ENLARGEMENT
FITTINGS LOSS (10X) . 32
t�G 045 _ Et_EVATION CHARGE �
'n TOTAL SYSTEM LOSSES 1-¢77
5 GAL. SHRUB PLANTED AT 2'O.C. �
SALCO TUBING STAKES ( DTS-20-400 )
7 PRESSURE REQUIRED AT HEAD: 20.0
' �• STAKE EACH DISTRIBUTION TUBE t3fQ[�R � TOTAL PRESSURE REQUIRED: 44.77
IEO/ 0 0 0 0 0 0 �o, Lo, Lo/ o v o 0 0 0 0 o v 0 MULCH, MAX. LENGTHS'.
4-/, o
0 0 0 0 0 0 0 oK o o o 0 0 0 0 0 o -01
_ �L
'00
O o 0 0 ,o O .o O o �o O O O o O o O SALCO PC6-2 EMITTER W/DAS-8 EMITTER - STATIC PRESSURE AVAILABLE: 90.93
ACCESS SLEEVE. 2 SHRUBS PER EMITTER/ 2 REG. PRESSURE AVAILABLE (PRE-SET): (000
0� o 0 0 oK Q 0 O •E• 0 2 OUTLETS PER SHRUB. CAP REMAINING 2 G
;r'676- 0 o 6n6 0 0 —oM3 .yo- 0 6n3 0 o 6F\6 0 0 o OUTLETS. SET ACCESS SLEEVE 1"ABOVE
0 �' 0 0 0 ,o 0 0 0 0 0 0 •0 ,0 0 0 0 O FINISH.GRADE. /523
RESIDUAL WATER PRESSURE:
wr 0 0 0 0 'o, 0 0 �" ,0 0 0
CITY RESIDUAL WATER
SALCO EOCV-125 EMITTER OUTLET CHECK PRESSURE REQUESTED: 15-20 PS?
TH W�PVC VALVE CAP. VALVE PLACED AT END OF EACH
�_ DISTRIBUTION TUBE.
'.III ,M 1• CANNOT EXCEED 20 PSI
W' PVC SLEEVE FOR WIRE CONTROLLER -B-
SEE DETAIL I SHEET L-4 FOR DETAIL OF STUB-OUT-
_
REFER TO RIGHT-HAND CORNER FOR SIZE OF CONTROLLER
r-- W16 TREE MIN. 5 FROM EXISTING r
O 0 HARDSCAPE EDGE
RAIN BIRD 1402 FULL CIRCLE DEEP WELL SCALE 1" - 1/8"
BUBBLER. INSTALL BUBBLER IN 6"DIA.
PERFORATED DRAIN. 2 BUBBLERS PER TREE.
ID RAIN BIRD 33-DLRC i"QUICK COUPLING VALVE W/LOCKING YELLOW ® HARDIE 102 SERIES MASTER VALVE. N.O. NORMALLY OPEN
VINYL COVER
PE SERIES ELECTRIC REMOTE CONTROL VALVE 0 WILKINS 500 SERIES PRESSURE REGULATING VALVE-
RAIN
ALVERAIN BIRD FACTORY PRE-SET TO 65 PSI
W/SALCO WR SERIES PRESSURE REGULATOR ® FEBCO 825Y-BV REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
Q SALCO DYSF WYE STRAINER W/INTEGRAL BALL VALVE AND DEVICE. SEE PLAN FOR SIZE.
DOWN STREAM PRESSURE GUAGE –
® CALSENSE FM-1 SERIES FLOW METER.
Q CHAMPION 200 SERIES BRASS ANGLE VALVE W/UNION. B — —
C.C.W.D. DOMESTIC WATER METER BY DEVELOPER
0 SALCO WMP-75 (T X S) 3/4- PVC BALL VALVE ON 3/4• X 36• DIA. ALGAE RESISTANT
PVC FLEX HOSE -PIGTAILED. INSTALLED INSIDE CHRISTY B9 CONC. FLUSH BOX CALSENSE 2000 SERIES ELECTRIC WALL MOUNT CONTROLLER(SEE DETAIL).
INSTALL IN A VANDAL PROOF ENCLOSURE. SEE PLAN FOR SIZE.
RAIN BIRD EFA-CP-PRS SFRIFS Et.FCTRIC RFMOTE CONTROL_VALVE. 12 STATION u; THIS SYSTEM REQUIRES AT LEAST ONE CAL-SENSE
►/ NBCO T-113 GATE VALVE (MAINLINE SIZE)
7 MOISTURE SENSOR FOR EVERY FOUR(4)REMOTE
APPROVED LATERAL LINE, SCH. 4U PVC PIPE, SIZED AS NOTED. O CONTROL VALVES. MANUFACTURES REPRESENTATIVE
WILL BE RESPONSIBLE FOR THE SENSOR PLACEMENT.
-- APPROVFD MARII RIF 1 1"" 8 SMAL 1 ER SCH. 40 PVC PIPE. 2. & TG. 107"J. 38 /4 A550k co CALL GENTILE ASSOC.'S AT 714 458-0129.
n
1 ,U 1�LI I CL. 3:51`VL i•II'L. f' Q ( )
FINAL LOCATION OF SENSORS MUST BE APPROVED
.„E" BY THE CITY INSPECTOR.
N 1!�
J THIS PAGE Cn
6TH STREET SEE ENLARGEMENT_ — — k% THIS DESIGN IS DIAGRAMMATIC. ALL PIPING,
_ — VALVES, ETC., SHOWN WITHIN PAVED AREAS
ot „ rC IS FOR DESIGN CLARIFICATION ONLY AND SHALL
W ►7' "`t• I u"i" 'K ? BE INSTALLED IN PLANTING AREAS WHENEVER
_ .,I. �`�' '"z• „�• w _ 1 J POSSIBLE.
or ' ot
or
NOTE:
w WATER SCHEDULE SHALL SUPPLY A MAXIMUM 3"OF WATER
1 PER A 6 DAY WEEK
LU �� _ � I„ 111 � , BETWEEN THE HOURS OF 9PM TO SAM.
� 2 2
w
Z /U 1
a
J � '
U
Q
CON TROLLER'B' LOCATION. CALSENSE 12 STATION TG. 1077 22- DESCRIPTION OF RE r IS ICN DAT( CITY
.
N.I.C. ELECTRIC WALL MOUNT CONTROLLER, MOUNTED IN- Ar►Rorto
ft
SIDE A MEYERS= ME-UG-1 M-285 ENCLOSURE, WITH ��*P __ 14pF,�
CITY OF
RAINMASTERREMOTE INTERFACE#PC24 SEE � RANCHO CUCA
( uc zits MONGA
LLJ DETAIL T). CONTRACTOR SHALL COORDINATE THE Cs
V 120 VAC POWER TO THIS LOCATION AND MAKE THE �r JB
Q FINAL HOOK-UP. FINAL LOCATION OF THE CONTROL- •
LER TO BE APPROVED BY THE CITY INSPECTOR. � * PM 11671 : 6TH STREET MEDIANS
" c �r0
?cF P.O.C.=POINT OF CONNECTION. CONTRACTOR SHALL RUN A 1" 4�'
F SUPPLY LINE FROM THE EXISTING 3/4" POTABLE WATER �• 11
P t7tF�►!~
z I \ ( Z METER TO BE INSTALLED BY RANCHO CUCAMONGA COUNTY
� ( BETWEEN PITTSBURGH AVENUE b BUFFALO AVENUE ,
rlliT EE WATER DIST.), THEN TO THE 3/4" PRESSURE REGULATING 8 046
VALVE, THEN THE 3/4"BACKFLOW PREVENTION DEVICE,
THROUGH THE FLOW SENSOR, AND THEN THE 1"MASTER CON- APPROVED BY DATE J.
V : TROL VALVE.CONTRACTOR SHALL INSTALL THE PRESSURE CITY ENGINEERRCE NO1 2,2J97
- REGULATOR BACKFLOW DEVICE FLOW SENSOR AND MASTER
c = VALVE PER CCWD STANDARDS. FINAL LOCATION OF THE BACK-
FLOW
ACK FLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY r_�(�
i INSPECTOR. THE SYSTEM REQUIRES 14 GPM MAX. AT 44.77PS1. SCALE: 1"-20' IRRIGATION PLAN
CONTRACTOR SHALL SET PRESSURE REGULATOR AT 60 PSI. c N°"N 89046 SHEET
HYDKEY
AVAILABLE STATIAULIC DC PRESSURE = 90.93 REFERENCE IRRIGATION Mco L-3 Ojr L-11
MAP, NO�CALE HGL INFORMATION OBTAINED SEPTEMBER 24,1989. FROM LEGEND SHEET L 4 E E 4 DuAwlhc NO
C E h0
JOHN KNAPP AT RCWD, PHONE # (714) 987-2591. IIIREFERENCE PLANTING SHEET L-7 1337-L
Q'E `•LE NO
STIIl )",J M-. •,i"u"Q) ,. 5i SHEET NO. ,z/ OF r(,2
1/2" ABOVE FIN ISM GRADE LEGEND
WI.PQP SHRUB NEAP
12 _F IN I SN GRADE SYMBOL MANUFACTURER MODEL NO./DESCRIPTION GPM PSI RAD DETAIL
RAIN u
eIRD33 0LIRCWITNO YELLOW STRUCTURE
oR l;llu RAIN BIRD 1812-SAM-PRS-15Q SHRUB POP-UP 75 20 12 A'
RUBBER CAP - SUPPLY ONE KEY ISTRUCTURENG � 3
PER 11 QCV'S INCLUDING NOS[
SWIVELS. A I llll� �il'lI � II I ',� II
I RAIN BIRD 1812-SAM-PRS-15H SHRUB POP-UP 1.50 20 12 A
FINISH GRADE - INSTALL IN
PLANTER BED ONLY 18" mu _ A SALCO PC6-1 EMITTER ( SEE DETAIL'B' ) .10 20
APPROVED DRIP IRRIGATION ASSEMBLY W/RAIN BIRD PE VALVE 'C'
AM% _-
II RAIN BIRD EFA-CP-PRS SERIES ELECTRIC REMOTE CONTROL VALVE 'D'
N S HARDIE 102 SERIES MASTER VALVE, N.O. NORMALLY OPEN
I1
STAINLESS STEEL
BRASS NIPPLE SCREW CLAMP 10 NON-PRESSURE LATERAL
BRASS 90• ELL MINIMUM (3) PLACES Q WILKINS 3;W SERIES PRESSURE REGULATING VALVE. 'E'
BRASS 90STREET ELL - LINE i FITTING
FACTORY PRE SET TO 65 PSI
BRASS NIPPLE - 6" LONG ti REDAR STAKE _ �I B - MARLEX 900 STREET RAIN BIRD 33-DLRC I" SIZE QUICK COUPLING VALVE VV/LOCKING YELLOW 'F'
Nl BRASS 90• STREET ELL
(24"
i I LONG) I ELL VINYL COVER.
FEBOO 825Y-BV REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION 'G'
DEVICE. SEE PLAN FOR SIZE.
►/ NIBCO T-113 LINE SIZE GATE VALVE. 'H'
4 I SCH 40 PVC 900 STREET ELL n
- 1. BRASS APCLt VALR WITS t M1011 - SAM! SI2t AS RCV I �J CALSENSE 2000 SERIES ELECTRIC WALL MOUNT CONTROLLER(SEE DETAIL) '1'
2. PVC WTI STUIQt WITV INTtGRAL BALL FLuse VALVt An owe I SEE PLAN FOR SIZE. INSTALL IN A MEYERS-MEUG# 1M-285
STRLAN PUSSuu CUAct. SALCo oYSrG • PLM Slits• INSTALL UNIT HORIZONTALLY i MARLEX 90' STREET ELL VANDAL PROOF ENCLOSURE. SEE NOTE BELOW. +1R
I A. LtAM C0111111011. tALVt -RAIN 1110 Pt SteltS - PLAB $alto W/PRESSURE REGULATOR APPROVED LATERAL LINE, SCH. 40 PVC PIPE, SIZE AS NOTED. K.
•. Sa. 60 CL°St IIPPLA - SAMA Slu AS ICY SCH 80 PVC NIPPLE _ TYPICAL (2) PLACES
PRESSURE SUPPLY S. NPT 2 SLIT. FITTING t0trtxT Wtu APPROVED MAINLINE 1 1/2• & SMALLER SCH. 40 PVC PIPE. 2. & LARGER K.
LINE FITTING -- 6. Sal• 40 FTC S t S I T Tu ANTI•DRAIN VALVE AS REQUIRED CL. 315 PVC PIPE.
T. PR2:fivu Su►RT LMR
PRESSURE SUPPLY LINE I. SCS. 60 PVC B1►rut • SA+a $111 AS M NOTE:
9. 6"THICK OF 3/4"WASHED CRUSHED AGGREGATE-PLACED BEFORE BOX - APPROVED CONDUIT, SCH dO PVC PIPE, 2"MIN. DIA. 'K'
10. 3/4"OR 1'O.D.FLEXIBLE ALGAE RESISTANT HEAVY WALL PVC HOSE 1. LOCATE HEAD f• FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND
II-CO"COfTIVALIII loco Axe LOOTING caVt1 NARRL9(cyst EDGE OF LAIN.
•IRAICATION QorMoL VALVt• CNRISTT B So WU AM 6 SI. Lie =____= APPROVED SLEEVE,SCH. 40 PVC PIPE (TWICE DIA. OF INTERIOR PIPE), INSTALL
12. SOUPOID VIUS. PIC-TAIL LACK 34• L°MG 2. LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12• FROM ALL 24" BELOW FINISH GRADE. EXTEND 12"PAST EDGE OF PAVING.
. ADJUST- IN FIELD PER CITY APPROVAL
13. COMMON BRICK STRUCTURES IN SHRUB AREAS BUT 6' FROM All STRUCTURES IN GROUND COYER AREAS.
M
C.C.W.D. DOMESTIC WATER METER BY DEVELOPER ---
3. USE TEFLON TAPE ON ALL MALE THREADS. O
RAIN BIRD 2-1402 FULL CIRCLE DEEP WELL BUBBLER .50 20 --- 'N'
F QUICK COUPLING VALVE WITH METAL STAKE C REMOTE CONTROL VALVE FOR DRIP IRRIGATION A HI-POP SHRUB SPRAY @ CALSENSE FM-1 SERIES FLOW METER. jl
CALSENSE A)E INSTALLED WITHIN THE MEYERS-MEUG ENCLOSURE,ONE
40'E #24-PC PERMANENT REMOTE CONTROL PIGTAIL(RAIN MASTER
REMOTE)AND TELEPHONE CABLE STUB-OUT, FOR FUTURE
1_ EOUIrMfRT TO It INSTALLED AT A MINI" Of 11• FROM AMY STRUCTURES OR NIAROSCAPING. IMAKFO '1RR1iATlON RCv'Com' YALVE 101 1 C.I. COVER MODEM. FOR ASSISTANCE CONSULT GENTILE ASSOC.'S
AT (714) 458-0129.
2. All ABOVE GROUND ASSEMBLY SMALL RECEIVE (2) COATS OF RED 00IMER ANO (1) COAT 'CMRISTY%FL9 101 IR9 LID CUT AWAY 1
OtERIOR ENAWL - COLOR AS SELECTED IT LAIMOSCAPE ARCHITECT.
TO SPRINKLER • 1
)• WHEN UNIT IS KEIT TO A STRUCTURE (fR. WAIL. IUilOiMG, ETC.) MOUNT TEST COCKS 011 ANGLE ►IPE TO �� 1
SPECIFIED KPTN WITH 4S' ELLS 2
OPEN OR NON-STRUCTtNE SIDE. ,
SCM 40 PYC OLE ADAPTOR 3
----------------- 1ACKFlOW PREVE14TOR ASSEMBLY ! I on '
LINE SIZED BRASS 1 to.
GATE VALVE BRASS NIPPLE TYPICAL (4) PLACES SCN IVC BION - -�,1 A coNcrETE VALVE Box AND LocKINc
1 1 BRASS NIPPLE II11
S - STENCIL ' FUTURE IRRIGATION" c IN
YELOW
BRASS 90' ELL - TYPICAL (2) PLACES �iNA0.TiTE• CONNECTORS = I R PICLTAILACNOMxON WIRE
1• IN LAIN MEMS '' I BRASS CATE VALVE - LINE SIZE
1
3• IN PLANT BEDS ELECTRIC CONTROL VALVE i e - CAP AND PIGTAIL PILOT WIRES (4)
_____________ ___ BRASS NIPPLE
^ FINISH GRADE - PLANTERS ONLY
FINISH GRADE
BRASS WYE STRAINER WITH 60 MESH
iRASS UN l Od MONEL SCREEN - I 3 I _ =11 li I►�' II'�=i,
Z �I Ilf�,
►lC TAIL EXPANSION 4
SCH. PVC
II PRESSURE SUPPLY LINE
4"THICK . l2• vi DE CONCRETE MO : - !!111 �LOOP (MIN. 14• LONG) I I I = - _
•
12• (LENGTH VARIES PER MANUFACTURER) _ - All
O_ SLOPE TO GRAIN AT MINIMUM 21 ' - BRASS ANGLE GLOBE e __m ''I Z_
SIZE PER PLAN
I - VALVE r/UNION I
-!I
FROM WATER SOURCE FINISH GRADE '' 1/
,l_ FLOW -
3/4 WASHED CRUSHED
M 6F_. BAGGREGATE BASE
RAss NIPPLE 4- � --� -
��� x .• '� �0 3/40 WASHED CRUSHEDI I I
SCIS. 40 PVC !TALE
AGGREGATE E
II III �IIII ill I 11111; =i III I II�;�,I �idl�I;� ADAPTORS
_
SOH. 40 PVC END CAP
_ - BRASS NIPPLE TYPICAL -1 KN !BO PVC NIPPLE Rel - SLIP X SLIP
RE,
1 . MEDIUM GRIND SHREDDED MULCH COVER OVER DIST.TUBES. (MAX.4"COVER) WHEAE APPLICABLE
p III - (2) PLACES 2. F1NISM CWE : 5"BELOW TOP OF CURB.
�--CONTROL 1 COMMON WIRES
- -" 3. SALCO CT-125 EMITTER DIST. TUBING (TWO PER SMRVB) NOTE: PLACE 3/4" AGGREGATE BEFORE INSTALLING BOX
_ W. COMPACTION 12"t12oR12' CONCRETE 4. ACCESS OPENING FOR TUBES WITH EOCV•125 OUTLET CHECK VALVE CAPATENDS.
REQUIRED THRUST BLOCKS - TYPICAL S. SALCO PC6-,L MULTI-OUTLET EMITTER WITH TORO
•
(2) PLACES 710-07 TWILEADED ADAPTER FOR 1/2" D1A.KETER SCM. e0 NIPPLE
e. 1/2" DIAMETER SCM. eo NIPPLE - e•' MIN. CA
SCH AO PVC MALE ADAPTORS TYPICAL SCM 40 PVC ;15:1 EEE PRESSURE SUPPLY LINE L STUB-OUT
I
7. SALCO DAS-B ACCESS SLEEVE, SET LID 1" ABOVE FINISH GRADE
O , TYPICAL (2) "JS NOTE: I. 3/F1"WASHED AGGREGATE. LEAVE SPACE BETWEEN EMITER AND TOP OF AGGREGATE. FOR FUTURE R C V C O N N E C T I O N
}( 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES ON MARDSCAPING. 9. MARLEX DBLE STREET ELLS BETWEEN LATERAL AND RISER.
' v
LINE TO SYSTEMS 2. INSTALL VALVES IN PWR BEDS IMEREVER POSSIBLE NEXt 10 SIDE1tAlILS. 10. 4"DEEP MULCH FROM FINISH GRADE. 1'FROM TOP OF MULCH TO
TOP OF CURB.
�D FLOW 3. PLACE VALVE 801 AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING.
✓ BRASS !0' ELL TYPICAL 4. PLACE AWEGATE PRIOR TO INSTALLATION OF VALVE 101.
Co (2) "ESS. ATTACH •CHRISTI• VALVE IDENTIFICATION TAS: WITH APPROPRIATE CONTROLLER AND
fl VALVE NUMBER , TO CONTROL WiRf.
G BACKFLOW PREVENTOR REMOTE CONTROL VALVE WITH SHUT- OFF & UNION CONTROLLER STATION NUMBER
�---- GALLONS PER MINUTE
1VALVE SIZE
ROUND CONCRETE VALVE BOX 3 COVER
MARKED " IRRIGA':G'V GATE" \.tit
"CHRISTY" FL8 8 0 X b FL8D LID (OR EQUAL)
I" "V LAWN ARF4
ROUND oc"C*1Tc VALVE BOx 1 COVER
3" I'VP_AN BEDS FINISH GRADE MARrED "PRESSURE REGULATOR•
N AMR AREAS • • • •
:h LANT BEDS
FIN ISM GRADE �.
� I IIiII - _- • • •
�l0 2
y DESCRIPTION OF REVISION OATS CITY
i A►tR011�0
� s I
I I
I
= I I
PIPf FROM METER PRESSURE REGULATOR 5 3
CITY OF RANCHO CUCAMONGA
' I PIPE TO BACKFLOW
ILII 1i _ II BRASS GATE VALVE PREVENTOR
IIIAWITH BRONZE HANDWHEEL
•
T- _ iFLOW--' PM11671 : 6TH STREET MEDIANS
OMIT BETWEEN PITTSBURGH
rNZ Z I I`I II I F- CA�eO`O. �ap.g°pOc•u���•� O. �•� •U O• I-II = 1, ��"'"u "O`4'"�
•.��
A
VE
NUE &
'3/41WASHED CRUSHED I
" ,• •' • BUFFALO AVENUE
G AGGREGATE BASE NCRETt CURB
o 5CH40 PVC LTERL LINE (1YMIN. COVER)
046�, op
3 EMITTER OUTLET: SALCO PC6-I (6 OUTLETS (A 1 GPM EACH) - 2 PER SHRUB �
W Ff111 VIII I ul�Il 4. DISTRIBUTION TUBING: SALCO CT-125-PLACE UNDER MULCH BUT ON FINISH APPROVED BY F DATE
I
BA SE
WASHED CRUSHED AGGREGATE GRADE. TWO PER SHRUB ( 5 F T MAX LENGTH ONLY ) `f►N15�•;li► CITY ENGINEER RCE NO. 22397
SCH 40 PVC MALE ADAPTORS 4 ACCESS SLEEVEVING it¢�� PY�c DESIGN gEC� MMENOED
g NOTE: SALCO EOCV•125 EMITTER OUTLET CHECK VALVE uc. 214s ti,� IRRIGAtION 7'�
6• SALCO DTS•20-400 PLASTIC TUBE STAKE Ate'
g SHEE T
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 9. MAINLINE - REFER TO TRENCHING DETAIL DRAWN LEGEND & DETAILS
L-4 or L-11
c t T
<
H GATE VALVE - 3" OR SMALLER "E`KE° L-11-
DRAWING "°
E PRESSURE REGULATOR VALVE B SHRUB EMITTER �T'�OF�,� ` ' DATE _ _ FILE No___
5l(X9D9AFYINO FORM NO 10, E SHEET NO. 2ZOF 29
GENERAL NOTES
CALSENSE SENSNR INSTALLATIIIN, MEUG-BISMQAflENCLOSURE
ELECTRIC METER ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN
MARDSCAP ING LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X)THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE
COLOR CODED MAP FOR VALVE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING.
LOCATION INSIDE (PER. SPEC'S. )
- CICAO COW'1'/tot>LR�
WALL
MOUNT CONTRULLER -
ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO
MOUNT
MOUNT WITHIN ENCLOSURE. PAVING.
L _ __J 120 VOLT WIRE I N RIGID STEEL PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES
CONDUIT (PER LOCAL CODE)
ON-OFF SWITCH AND 110 VOLT SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED
_ _ EXTERIOR OUTLET TO BE PROVIDED BY PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION.
SNAP-TITE �(
!III (' � CONTRACTOR.
ELECTRICALryrj I LOCK NUT FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY CITY'S AUTHORIZED REPRESENTATIVE.
CONNECTORS (IIII FINISH I• COMMON WIRE/CONTROL WIRES IN 3"
GRADE L SCH. 30 PVC CONDUIT 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY-DEVELOPER. THE
= CLEAN BACKFILL - SEE SPECS. FOR B 2' X 3' X 4" CONCRETE FOOTINC IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TJ THE
FINISH GRADE = MATERIAL. 90% COMPACTION REQUIRED MIN. 2 INSTALL A MINIMUM of 3' ABOVE
• d GRADE AND SLOPE TOP TO DRAIN
CONTROLLER
a.. AT A MINIMUM OF 2%
1 m .. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFICED.
COMMON WIRE --- SENSOR sANo III „ II — I �� I 11 , - ,�I
OF 14 DIRECT BURIAL WIRINC TO
• • • • • • THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM
CONTRA -- - • • • • • • NON-PRESSURE LATERAL LINE SLEEVE VALVES: BUNDLE AND TAPE EVERY
VALVE CONTROL WIRE SIZE TWICE DIAMETER OF NON-PRESSURE 6 15 FT. O.C. INSTALL WITHIN MAIN COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE REGULATING
BURY WITHIN LATERAL LINE LINE TRENCH. THE PRESSURE AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.
ROOT SYSTEM CONTROL MIRE SLEEVE - SIZE PER PLAN
REFER TO DETAIL N0.
INSTALL ADJACENT TO PRESSWRE SUPPLY THIS DESIGN IS DIAGRAMMATIC ALL PIPING. VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN
LINE NOTES: CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR
\ ANY LENGTH T — _ 1( PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES SHALL LOCATE ALL VALVES IN SHRUB AREAS.
14 AWG WIRE lllll I g 1 INSTALL CONTROLLER
PRESSURE SUPPLY LINE SLEEVE - SIZE LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTI011
TO SENSOR TWICE DIAMETER OF PRESSURE SUPPLY FINISH: 2 COATS MT&X W I% SEMI-GLOSS ENAMELCOLOI✓I PERt%TY M0 Cv9EFr4 600K IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE
LINE 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION
NOTE: 6• TYPICAL 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK
4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH
1. ALL SLEEVES TO BE SCH 40 PVC. VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. WALLS, UNDER ROADWAYS AND PAVING, ETC.
SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR
2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF NARDSCAPING AT BOTH ENDS. CORRECT VALVE SEQUENCE. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE
S. RUN ONE EXTRA WIRE (COLOR: ORANCE) TO FARTHEST RCV - FOR FUTURE USE. FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST
(p, REMOTE INTERFACE FOR RAINMASTER REMOTE n PG24 THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERNCES SHOULD BE
BROUGHT TO THE ATTENTION OF-HE CITY'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS
NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS
NECESSARY.
O MOISTURE SENSOR L TYPICAL SLEEVING CONTROLLER ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY
NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON-SITE
CALSENSE R E N D I T I I N D F TYPICAL GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24"OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD
ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL.
CCINTROLLER INSTALLATION
THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM REQUIREMENTS.
CALSENSE FM-1 (1") FLOW SENSOR SHOULD THE STATIC PRESSURE EXCEED 2001o, INSTALL A'WILKINS'500 SERIES PRESSURE REGULATING VALVE(IN
A SEPARATE VALVE BOX)DIRECTLY DOWN STREAM OF THE BACKFLOW PREVENTION DEVICE. SET THE REGULATING
CALSENSE FL-0W SENSOR INSTALLATION. VALVE AT 10% HIGHER THAN THE STATED SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS
o THAN THE STATED PRESSURE, NOTIFY THE CITY IMMEDIATELY.
i?cpnP- �(:rwSLIP BASE SOCKET OVER E40 OF WIRES PIPE SIZE VARIES WITH POC A. OR B. SEE PL
AN ALL STATED GALLONAGES IN VALVE CALL-OUTS ARE ROUNDED UP TO NEAREST GALLON.
THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION.
STEP 1 1• LN TURF AREAS THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY
C�i1 2 ( _XTEN IONSALVE BOX 2• IN SHRUB AREAS THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION.
_
L--STRIP WIRES APPROX. S/9�• FROM E!105-TI�IST T�uET^E� WITH 2-6' EXTENSIONS AND
APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL LOCKING COVER BY AMETEKFINISH GRADE
COMMON WIRE -- - VALVES CAVITY WITH SEALER OR EQUAL. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF#14 DIRECT BURIAL TYPE.
UF14 USE RED INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH
EXTENSION
STEP 2 -��� =fly —' ," PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS.
/ ,.
WATER-PROOF " ' tk�ac _—) I I
� OUT CRIMP SLEEVE OVER WIRE ENOS-CRIMP SLEEVE CONNECTIONS ! I I = SBO BOx PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON-
CONTRa AND CUT OFF EXCESS WIRE S PIPE PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCM. 40 SLEEVE WITH 36"
O WIRES PULL BASE SOCKET 0'/_R END AS FAR AS POSSIB I LE DIAMETERS — I�� BLACK RED IO PIPE DIAMETERS MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL.
CALSENSE STEP 3 � - I 11 ~ FLOW ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND
L_---PUSH SEALING PLUG INTO BASE SOCKET MAMINE WITHIN 18"OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN
8"DIA. CHRISTI VALVE BOX.
PUSH WIRES TO END OF BASE SOCKET TO ASSURE I
-----WATER FLOW IN COMPLETE SEAL I`IG OF CONNECTION a INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE LENGTH OF RADIUS AND DEGREE OF THE AREA TO
EXTENSIOn
STEP 4 BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST
-
r � �S d ALL VALVES FLOW CONTROLS AND PRESSURE REGULATORS TO PROVIDE OPTIMUM PERFORMANCE.
O O RAINSIRD SNAP-TITE WIRE CCNNECTOR 6' MIN. ° — PEA GRAVEL
p5 o- �;eDRAIN SUMP
2• -
MASTER FLOW BACK-FLOW PRESSURE WATER 60MIN.
VALVE ' SENSOR o�o. PREVENTER REDUCING METER
1 mR� VALVE C.C.W.P.
HARDIE 102 CALSENSE WILKINS FEBCO T' or 3/4"
FM-1 500 SERIES 825y-BV SEE PLAN
P CALSENSE P.O.C. INSTALLATION M WIRE CONNECTOR FLOW SENSOR INSTALLATION
1 3
` esa� s'
2
-
��' 10 I ! CLEAN BACKFILL - SEE SPECS. FOR
MATERIAL. 90% COMPACTION REQUIRED
NON-PRESSURE LATERAL LINE: SCH. 40 DESCRIPTION OF REVISION DATE CITY
• I SNAKE PIPE IN TRENCH A►►ROV[D
CITY OF RANCHO CUCAMONGA
_ I' PRESSSNAKEUPPIIPEUINLTRENCHLINE:
SCH. 40/CL.315
L..L. s ',r .,r.. =`. (�(I�
PM 11671 : 6TH STREET MEDIANS
! I . TREt TRUNK
�IIII( la —,.-
2. 2•' LOoctrott PIN>1' STAxt trig CITY STANQARD) PROVIDE 2" OF CLEAN BACKFILL
I. LOCK BOLT ). FINISH GRADE: 5" IELOW TOP Of WALK BETWEEN PITTSBURGH AVENUE & BUFFALO AVENUE
S 2. LIF: HOLE l.. RAIN BIRD 1402 FULL CIRCLE DEEP WELL BUBBLER. 12' TYPICAL CONTROL WIRES - BUNDLE AND TAPE
- ,89R46
z 3. CHIPPER MULCH INSTAL L DEEP WELL BUBBLER IN 6"DIA. PERFORATED DRAIN, W/NO. 3 GRAVEL INSIDE NOTE: AT 15" O.C. AND INSTALL ADJACENT J G; � ;
1 4. FINISH GRADE S. EXISTING MARDSCAPE EDGE TO PRESSURE SUPPLY LINE APPROVED 8Y I DATE .,
`K 5. SALCO WMP-75 (T Y. S) 3/4" PVC BALL VALVE - SC2EW B. MARLEX TRIPL9 STREET ELL
TO END OF I.ATERA.L LINE, 7, SCM. 40 PVC LITERAL LINE 1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION,
v� UC. 2145 �� CITY ENGINEER RCE NCr 22397
g ,RSIN RECrMME►vOED
6. 3/4" X 36" DIAmE;ER ALGAE R.ESIST.1�? PVC ILEX 140SE - PIG TAILED I. 6" 01AMELR X )6" LONG PERFORATED AIS GRAIN PIFt W/SALCO DAS-8 ACCESS SLEEVE
„a
7 . CHR:STY 1.8 CONCRETE VALVE BOX WITH CAST IRON FSD LID 9. TRIS PLANTING PIT PLR CITY STANDARDS IRRIGATION
0 8. PVC MALE ADAPTER - LINE SIZE X 3; (S X T) 10. 4"DEEP MULCH FROM FINISH GRADE. 1"FROM TOP OF MULCH I. T DRAWN 89046 DETAILS & NOTES SHE E T
': 9. 6" TRICK OF 3/4" WASHED CRUSHED ArCREGATF TO TOP OF CURB.
s (DAT ,��' MCQ L-" 5 of
r OfCJ►L� CHECKED pRAwihG NO
° Q FLUSH/DRAIN VALVE N BUBBLER IIN TREEWELL K TYPICAL TRENCHING DATE_ — RICE 133 7-L
T7OCKDRA,II"G ,O"M NO 101 , SHEET NO. z0��
SEE CONSTRUCTION NOTES AND PAVER DETAIL SHEET L= 7
PLANTING NOTES
• ALL TREES WITHIN A SPECIES SHALL HAVE MATC(ING FORM. • IODNTRACTOIR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN.
— — — • ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION. • CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS 2% MINIMUM
ALLOWED.
• REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION,
MJL CH MIG, AND OTHER ADD 1 T I ONAL PL ANT I NG INFORMATION. • AFTER FINISH GRADES HAVE BEEN ESTABL I SHED 114 PL ANT I NG AREAS, CONTRACTOR SHALL
HAVE SOIL SAMPLES TOKEN AT THE LOCATIONS INDICATED BY DESIGNATION.&THESE
• ALL PLANT MATERIAL, ESPECIALLY TREES LARGER THAN 24" BOX SHALL BE APPROVED BY SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL
THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION
RECOMMENDATIONS. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND
• FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE LEVEL TO 10" DEEP, (2) 24" to 36" DEEP. EACH SAMPLE SHALL CONTAIN
CITY'S AUTHORIZED REPRESENTATIVE. APPROXIMATELY 1 QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH.
6TH STREET �. CONTTtACTOR SHALL INSTALL SOIL PREPARATION AND BA«F I LL MIX TO- CONFORM TO
1 • CONTRACTOR SHALL NOTIFY CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM CITY
I w COMMENCEMENT OF VOW TO COORDINATE PROJECT INSPECTION SCHEDULES. SUBMIT SOIL REPORT TO CITY PRIOR TO PLANTING.
w ' SEE DETAILS APO SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND ' GROUNDCOVERS SHALL BE TRIANGULARLY SPACED.
BACKFILL REQUIREMENTS.
O Cn • IN AREAS WITH EXISTING TURF OR GROUNDCOVER, CONTRACTOR SHALL BE RESPONSIBLE
• IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT FOR REPAIR OF BARE SPOTS AND ALL SCARS DUE TO IRRIGATION INSTALLATION AND
w ui LANDSCAPE ARCH ITECT/CITY INSPECTOR FOR RESOLUTION. FAILURE TO MIKE SUCH MATCH EXISTING PLANTING TO ACI I EVE A UNIFORM OVERALL APPEARANCE.
02 o _.
NFLICTS KNOWN TO THE
LIABILITY AB L I TY TO RELOCATE THE MATERIALS.
11RQ1/C ITY WILL RESULT IN ODMITRACIUR S • LOCATIONS ONS OF EXISTING 'REES ARE APPROXIMATE. IF DURING GRADING, EXISTING
w ;�� / . . ,.' Cn GRADING CANNOT BE CONTACT LANDSCAPE
�� • CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS ARCHITECT FOR DIRECTION�PRIOR TO CONTINUATION OF GRADING.
w - �� ���� "�"�`�-� w SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF
Cn .... .. .... Z QUALITY AS DETERMINED BY THE CITY INSPECTOR/LANDSCAPE ARCHITECT. MATERIAL ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON-SITE
J FOUND UNSUITABLE FDR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION.
= SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY
w
• IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE
Z
_ PESTS OR PLANT DISEASES. PRE-SELECTED OR 'TAGGED' MATERIAL MUST BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION.
J U INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE
Q CONTRACTOR'S OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE • CONTRACTOR SHALL LIST ALL EXISTING TREES THAT HAVE HAD WORK PERFORMED WITHIN
U C SPE C I F I CAT I ONS. 6' OF TRUNK ON HIS PLANT MATERIAL GUARANTEE.
Q C • CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL • ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL BE MULCHED WITH A40 DEEP LAYER
UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE OF 'MEDIUM GRIND MULCH' AT THE CONCLUSION OF PLANTING OPERATIONS SUPPLIED BY
C RESPONSIBILITY FOR ANY COST INC"ED DUE TO DAMAGE OF SAID UTILITIES. MICHAEL RAWLS COMPANY (714)633-3666.
,C • CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT • ALL TREES IN PARKING ISLANDS TO HAVE ROOT BARRIERS BY DEEP ROOT CORPORATION
IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY (714)898-0563.
. � '• NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY
R�►
r r I�I BROUGHT TO THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL • AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROM OF SHRUBS AND/OR
.1.V. .• •
N.I.0 lam/ RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH GROUNDCOVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER THAN THE EDGE THAN
N (�j NOTIFICATION. ONE-HALF THE SPECIFIED ON-CENTER SPACING.
• — — _ — • CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS
• REQU I RED TO ACCOMPLISH PL ANT I NG OPERAT I ONS.
• • CONTRACTOR TO RECEIVE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LETTER
• '' OF GRADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION.
PLANTING LEGEND
SYMBOL BOTANICAL NAME/Common Name SIZE COMMENTS
TREES:
T-1 LAGERSTROEMIA INDICA 'RUBRA'/Crape Myrtle 36" BOX STANDARD, 20' 6.C.
SHRUBS:
STH fiREEi
y= S-1 NANDINA DOMESTICA 'HARBOUR DWARF' 5 GAL. 2' O.C.
N
GROUNDCOVER:
G-1 HYPERICUM CALYCINUM/Aaron's Beard FLATS 12" O.C.
G-2 4" THICK MAT: SHREDDEDMULCH 'MEDIUM GRIND' AS MFG. BY BLUE RIBBON LANDSCAPE, ORANGE, CA.
(714) 633-3666 OR APPROVED EQUAL. CONTRACTOR TO SUBMIT SAMPLE PRIOR TO CONSTRUCTION AND
KEY MAP,_ INSTALLATION. APPLY IN ALL SHRUB/GROUNDCOVER AREAS UNLESS NOTED OTHERWISE.
No&cAic NOTE FLASH GRADE WITH MEDIANS SHALL BE A MPP" 5" BELOW TOP OF aAMS WHEREVER 4" THICK SHREDDED
MJLCH IS TO BE WTALLED. (CIVL ENGPETR.GFN E LLIFE, HAS BEEN NOTFED 2/8/90 )
w
N.I.C.
'
INTERLOCKING PAVERS: SHAPE PATTERN ORION & COLOR BURST 2
m
6TH STREET PERMA-CONCRETE: MANUFACTURER PH (114) G55-IlS7
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SEE DEL -7
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LL
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LANDSCAPE BY OTHERS.
DESCRIPTION OF REVISION DATE Y
T
I
CA►
CITY OF RANCHO CUCAMONGA
N.I.C.
N.I.C. PM 11671 : 6TH STREET MEDIANS
_ - , _ _ _ -- • •• . . . : .
P'" QE,, R'GH AVENUE u 6UFFAL0 AVENUE
904
APPROVED BY DATE 301'L
CITY ENGINEER RCE NO 22397
PLANTING AND RIF 40mEti
SCALE: ,•-20'
Alz- r
89 oAAwh 046 CONSTRUCTION PLAN SHEE T
Mco L- 6 Or 1--11
OF
HE C R E 0 DRAMiNG NO
REFER ENCE'TRRIGATION SHEET L-2 ,.ATE p,LE o -) 3.37-)-
SHEET
S10C•JR 11lIrw',rOR.i.,p poi L
N0 . 2 // OF29
PLANTING LEGEND
SYMBOL BOTANICAL NAME/Common Name SIZE COMMENTS
i TREES:
T-1 LAGERSTROEMIA INDICA 'RUBRA'/Crape Myrtle 36" BOX STANDARD, 2o' 0.C.
DETAL B L-8
Z SHRUBS:
~ N.I.C. lo0 S-1 NANDINA DOMESTICA 'HARBOUR DWARF" 5 GAL. 2' O.C. DETAIL A ,L-8
GROUNDCOVER:
3
G-1 HYPERICUM CALYCINUM/Aaron's Beard FLATS 12" 0.C. DETAL C L-8
6-2 4" THICK MAT: SHREDDEDMULCH 'MEDIUM GRIND' AS MFG. BY BLUE RIBBON LANDSCAPE, ORANGE, CA.
�j (714) 633-3666 OR APPROVED EQUAL. CONTRACTOR TO SUBMIT SAMPLE PRIOR TO CONSTRUCTION AND
Z INSTALLATION. APPLY IN ALL SHRUB/GROUNDCOVER AREAS UNLESS NOTED OTHERWISE .
r� NOTE: FLASH GRADES WITHIN MEDIANS SHALL BE A MUJIMUM OF 5- BELOW TOP OF CURBS WHEREVER 4- THICK
PERMAINTERLOCKING
CR PAVERS: SHAPE PATTERN ORION 8 COLOR BURST 2 - SHREDDED MULCH IS TO BE INSTALLED . (CIVIL ENGINEER HAS BEEN NOTIFIED)
-CONCRETE MANUFACTURER PH (714) 653-1187 '
� STREET SEE DETAIL THIS SHEET
6TH
o . cs
10
10
10
610
100
(V 0
10
SEE PLANTING NOTES SHEET L- 6
Z
• I
�V10
0
CONSTRUCTION NOTES
1010Q100
10
1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601A d
601B.
ul
2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD 605A
Z OR 6056 AS PROXIMITY TO HARDSCAPE DICATES.
W 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE RECOMMNEDATIONS OF AN
■f■ �" 7 AGRONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR BY INSPECTOR.
4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN
O_ 1 THREE FEET (31 ) TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
Ll- S. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY
ENGINEER.
CD
6" 2' - 8" 6"
9 1
10
(TMST EE 2
7 o S 8
45
h �
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ill _•
KEY MAP: 11011TH
N.I.C. _ — 3 = J I
00 kA►E
LEGEND:
1. INTERLOCKING CONCRETE PAVERS PER CITY SPECIFICATIONS #(714)653-M7
7 2. SAND BEDDING COURSE (2" MAXIMUM)
3. 4" CONCRETE BASE
1 �- CD 4. COMPAC7ED SUBGRADE /D. FWSH GRADE
SEE CIVIL ENG. PLANS FOR MEDIAN GRADING - I �'"� Q 5. CURB PER CITY STANDARDS 9. MULCH
6. ASPHALT CONCRETE PAVING
7. 6" CONCRETE HEADER 1' - 0"
FOR PLANTING DETAILS SEE SHEET L,8 I 8. #4 REBAR CONTINUOUS
6TH STREET
- `'� Z NOTE:
1.
_ . . -
r_
I W .... .......... ... , ........ .. ............ 777� _ - PAVING PATTERN AND PAYER COLOR TO BE BURST
J
2 PAT-,ERN ORION ALSO SEE DETAILD SHEET L-8
DETAIL A PAVERS
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N.I.C.
DESCRIPTION OF REVISION OAT[ CITY
APPROVLO
CITY OF RANCHO CUCAMONGA
PM 11671 : 6TH STREET MEDIANS
z
• I O
P;TTSBuRGH AVENUE 8 BUFFALO AVENUE
' U
' PARCEL 25 sc:�,PF s o4s
PARCEL 7 —
����0 LiC. 2145 ��� APPROVED BY DATE
I e CITY ENGINEER RCE NO 22397
DESIGN PLANTING AND
REC�MME"DED
t
i �► scALF: 1"_20. -- -- CONSTRUCTION PLAN -
IpArQ »" 89046 SNE E T
'ham`of G►` 2� MCO L-- of L-11
=HEC■ED DRAWING n0
pCE NO
REFERENCE IRRIGATION SHEET L-3 :,ATE BILE No )`3 3 7- L-
LT OCR D"A!/IRK lO■`Y•Kl 10i -
SHEET NO. ,ZYOF ,Z9
NOTE:
1. UNTANGLE MATTED ROOTS BY LOOSENING All ROOTS AT EDGE OF ROOT BALI WITH WATER
A1LI NOTE'
FROM HOSE. DO NOT CRACK ROOT BALI. 1. STAKE TREE PERPENDICULAR TO PREVAILING
WIND.
2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION
PURPOSES. 2. PLACE 'GROW-POWER' TABS 1N PLANT
CONTAINER PRIOR TO PLANTING FOR
OBSERVATION PURPOSES.
STAK I NIC PLAN
TDP OF STAKES PLANT TABLET SCHEbULE
MAIN TRUNK
2 SETS CINCH TIES PACED 24" APART FOR
CITY STREET TREES GAO•P0101E�PLA_NjING IfAB) �t9 FOR CONIAI"CR-(IROTIfM PLANIS
1 GALLON CONTAINEn nECEIVES................................... 2.3 TABLET!
12" MAXIMUM N
2" DIA. LODGE POLE PINE STAKES 8' LONG 3 GALLON CONTAINEFI IIECEIVES................................... 3-0 TABLETS
PRESE
IVE
WITH W000 MINIMUM
OF 12" STAIN S GALLON CONTAINER IIECEIVES................................... S-1 TABLET! .
3" BERM TO FORM DEPRESSED STAKE A MINIMUM OF 12' INTO UNDISTURBED APPROVED TREE STAKES
WATERING BASIN SOIL AND ALIGN STAKES OUTSIDE ROOT BALL. (2) PER SPECIFICATIONS
-il TABOR GUA" IN TURF ARM AND FRONT YARDS. T GALLON CONTAINEII RECEIVES................................... 0.10 TABLET
1i
6" DIA. PVC PERFORATED PIPE - FILL WITH
s it
1/2' WASHED CRUSHED AGGREGATE BASE FULL 10 GALLON CONTAmEn IIECEIVES....................................... 10.12 TABLETS
_ - LENGTH OF PIPE (LOCATE 1B" FROM TRUNK)
}__ •
"GROW-POWER" ►CABBY TABS PER
1S GALLON-CONTAINER RECEIVES................................... 12-IS TABLET
MANUFACTURER'S RECOMENOATIONSIII 111 111!01111
20
CKFILL MIX PERSPECIFICATIONS 24" SOLE IIECEIVES...............................................14-16 TABLETS
� . _ Y, EQUAL I
s
CONTAINER PLANT ROOT BALL 20" BOX RECEIVES...............................................10.1• TABLET!
r
" DEEP NOT OR EQUAL CONTROL ►CANTER
PLANT PIT TO BE (2) TIMES THE 22-29-18P WHERE REQUIRED OR
,,,,,,,,,,,,,,,,,,,,,,,,,,10.20 TABLET!
" APPROVED EQUAL. NOTE:
WIDTH OF THE ROOT BALL 6 12"
BELOW THE BOTTOM OF THE ROOT i LIV
"GROW•POWER" PLANT TABS ►ER ,,,,20-22 TABLET!
BAIL � MANUFACTURER'S RECOMfNDATIONS 1. All SHRUBS/GROUND COVER TO IE ►CANTED AT EQUAL SPACING (TRIANGULAR) UNLESS •OX RECEIVE!..............�0" BOX RECEIVES.....................
.........................„ ,,
NATIVE SOIL
SOLE RECEIVES........................
BACKFILL MIX PER SPECIFICATIONS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. .......................22.24 TABLETS
40•
^' NAT I YE -SOIL
_
' 00” BOX RECEIVES...............................................32•30 TABLET
TWICE ROOT BALL DIAMETER
r------- -----"..�--.� — PLANT PIT TO BE (2) TIMES THE
WIDTH OF THE ROOT BALL 12'
I .4 TABLET
BELOW THE BOTTOM OF THE ROOT LARGEII SIZE! FOFI EAC" //2" CALIPER USE:......................
BAIL
A CONTAINER PLANTING B DOUBLE STAKED TREE SHRUB & GROUND COVER
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PA IN
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2�.er S . 21- SIl
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DESCRIPTION OF REVISION DATE 1APPROVEDclIfy
N, CITY OF RANCHO CUCAMONGA
"tOP OF OONGRETE HEADER
SHALL BE AT SAME ELEVATION
BOTH SIDES OF MEDIAN
PM11671 : 6TH STREET MEDIAN •
BETWEEN PITTSBURGH AVENUE & '
BUFFALO AVENUE
D TYPICAL SECTION AT MEDIAN 8
APPROVED BY I DATE ' ? 7L
NOT TO SCALE F ,�
CITY ENGINEER RCE N6. 22397
ut 2145
DESIGN RECOMME� Np�O
AREIL NL 89046 :�f./71I
-
DRAWN PLANTING DETAILS SHEET
lr
(CA E) L-8 OF L-11
CHECKED RCE NO DRAWING NO
0
OF
fIM DATE _ _—. ------ . FILE NO ___ -- /337-L
fTpCK pR A/11N01ORM NO IOIM
SHEET N0. 26 F29
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/1/// GENERAL REQUIREMENTS
A. Contractor's Duties:
1. Except as specifically noted, provide and pay for: 2. Agree to repair or replace any defects in material or N. Installation: D. Product Delivery, Storage and Handling:
workmanship which may develop during the period of
a. Labor, materials and equipment. one year from date of acceptance and also to repair 1. Prior to all work of this section, carefully inspect 1. Deliver fertilizer to site in original unopened
b. Tools, construction equipment and machinery. or replace any damage resulting from the repairing or the installed work of all other trades and verify containers bearing manufacturer's guaranteed chemical
c. Water, heat, and utilities required for construe- replacing of such defects at no additional cost to that all such work is complete to the point where analysis, name, trade mark, and conformance to state P. Herbicides: Pre-emergent and/or contact herbicides to be
tjon, this installation may properly commence. law. provided and applied only as per the recommendations of a
d. Other facilities and services necessary for licensed pest control agent.
proper execution and completion of Work. 3. Make such repairs or replacements within a reasonatle 2. Verify that the irrigation system will be installed 2. Deliver plant material with legible identification
time after receipt of written notice from the cdv in strict accordance with all pertinent codes and labels. Q. Gravel Sumps:
2. Pay legally required sales, consumer, and use taxes. If unable to make such repairs or replacements within regulations, the original design, the referenced
said reasonable time, authorize the cAY to proceed standards, and the manufacturer's recommendations. 3. Protect plant material during delivery and while on 1. 3/4' to 1' diameter sharp crushed rock gravel.
3. Secure and pay for, as necessary for proper execution to have said repairs or replacements made at Contrac-
and completion of Work and as applicable at time of tor 's expense. Contractor to pay the costs and site to prevent damage t, root ball or dessication of
p PP charges therefore u demand. 3. Verify all field conditions including property lines, leaves. R. Hydraulic Seeding Materials:
on
receipt of bids: g P rights of way, tract boundaries, easements, and any
other legal or physical element as required for the 4. Maintain and protect plant material not to be planted 1. Fiber: Cellulose fiber. Conwed Hydro Mulch or Silva
a. Permits. D. Product Handlings successful completion of the project. within four hurs of eliver P Fiber. Y
b. Government fees. Y•
c. Licenses. Use all means necessary to protect irrigation system 4. Trenching 2. Fertilizer: 8-3-2 + 3! Fe or Gro-Power Plus.
materials before, during, and after installation and to 5. Remove unacceptable plant material from job site
4. Give req-*ed votices. protect the installed work and materials of all other a. Provide a minimum of eighteen inches cover for immediately.
trades. all pressure supply lines. E. Job Conditions:
g 3. Organic Soil Stabilant: Ecology Controls M-Binder.
5. Comply with codes, ordinances, rules, regulations, b. Provide a minimum of twelve inches cover for all S. Soil Preparation Mix:
orders and other legal requirements of public In the event of damage, immediately make all repairs and intermittent pressure lateral lines.
authorities which bear on performance of work. replacements necessary, to the approval of the city and 1. Perform actual planting only when weather and soil
Nothing in these Drawings or Specifications is to be at no additional cost to the city c. Provide a minimum of eighteen inches cover for conditions are suitable in accordance with locally 1. For all turf and ground cover areas (excluding slopes
construed to permit work not conforming to these all control wiring. accepted practice. over 3:1) .
codes. E. Minimum Requirements for Piping and Fittings: d. Do not backfill trenches until all required tests
are performed. F. Substitutions: 2. Mixture per 1,800 S.F.: FOR%)PlFF4OSES ONLY
6. Promptly submit written notice to Landscape Architect 1. Asbestos cement: Class 150, AWWA C400. e. Carefully backfill trenches with approved
material. Unsuitable material, including clods 1. Substitute plant material for the indicated plant a. 6 cu. yds. nitrogen stabilized organic amendment.
of observed variance of Contract Documents from legal P
requirements. In the event that no notice is 2. Cast-iron fitting for ACP; ANSI 21.10 and AWWA C11/. and rocks over 2-1/2 inches in size, shall be material will not be permitted unless specifically b. 15 lbs. 12-12-12 Commercial ferLilizer.
removed from the premises and disposed of a roved lin writing b the Landscape Architect C. 200 lbs. Agricultural Gypsum,
provided, Contractor shall assume responsibility for PP 9 Y P
any Work performed that is contrary to such require- 3. Galvanized steel: Schedule 40, galvanized mild steel legally, at no cost to the Owner.
T. Backfill Soil Mix:
meats, screwed pipe. S. Trenching and Backfill Under Paving: G• Guarantee:
B. Contract Limits: 4. Galvanized malleable iron fittings: ANSI B-16.3. 1. Topsoil: (Use import topsoil when required by soils
a. All pipe under paved areas to be PVC Schedule 48 1. Guarantee boxed and field grown trees to "live and report) 6 parts by volume
' installed �_i 1110 E ;
W. Staking of Trees:
1. Single stake:
a. Stake trees designated to be staked, as per �• General Maintenance: 7. Cleaning:
detail, with stake on PERPEhDKJLAR TO PREVALNG WrM a. Vegetation, either new or previously existing, a. Remove and replace brick paving units which are
b. Set trees in plant pit, drive one tree stake 38" shall be pruned or trimmed to prevent overhanging broken, chipped, stained, or otherwise damaged.
to firm soil next to root ball, backfill pit with sidewalks at less than seven feet (7') in height Provide new matching units, install as specified
prepared soil mix. or at roadways at less than fourteen feet (141) and to eliminate evidence to replacement.
c. Secure tree to stake with two 'Cinch-Ties' per in height. b. Clean brick paving not less than 6 days after
manufacturer's recommendations, b. All operations shall be conducted so as to completion of work, using clean water, trisodium
provide maximum safety for the public. phosphate, and stiff-bristle brushes. Do not use
2. Double Stake: C. Leaves, paper, weeds and any other debris shall wire brushes, acid type cleaning agents, or other
be removed from landscaped areas and disposed of cleaning compounds with caustic or harsh fillers.
a. Set trees in plant pit, drive one lodgepole tree off-site by the Contractor. Proprietary cleaning agents subject to Landscape
stake to firm soil next to the root ball on each d. Contractor will clean sidewalks, roadways, and Architects approval prior to use.
side and backfill pit with prepared soil mix. any other areas affected by his maintenance c. Perform cleaning during installation of work and
b. Secure tree to stakes with "Twist-brace" per operations. upon completion of the work. Remove from site
manufacturer's recommendations. e. Notification of all "specialty type" maintenance all excess materials, debris, and equipment.
operations shall be given to the Owner 48 hours Repair damage resulting from brick paving
X. Planting Rooted Cuttings: prior to each of the operations by the Contrac- operations.
tor. "Specialty type" maintenance operations are
1. Allow all plant materials specified as flat stock on defined as: Fertilization, pre-emergent applica-
planting plans to remain in the flats or liners until tions of herbicides, turf aerification, turf 03000 CONCRETE
time for transplanting. Provide sufficient moisture dethatching , preventive application of turf
to flat soil so that the soil does not fall apart fungicide, and annual type bedding plant replace- A. Minimum Material Requirements:
when transplanting plant from the flat. Plant each ments.
plant with its proportionate amount of flat soil in a f. Wherever herbicides are used, Contractor shall 1. Cement: ASTM C-150-73a, Type II *low alkali tested"
manner that will insure a minimum disturbance to the apply them when air curren are still , to typical, but type V if sulphate content of soil
root system. prevent herbicide drift o,i*o aljoining property greater than 0.2%.
and no .-target planting an-i to p-,-ent any toxic
2. Topdress all rooted cuttings planted areas with mulch exposure to persons whether or not they are in or 2. Strength: 2000 psi at 28 days.
4- thick. on the grounds.
g. Contractor shall compile and maintain "as-built" 3• Maximum slump: V.
Y. Seedings Drawings of all work including irrigation systems
and including accurate locations and serial 4• Rebar: ASTM-615-72, Grade 40, 30 diameter laps in
1. Prior to sowing seed, make the surface of the area to numbers of all major components. A complete set concrete, weld with low hydrogen rods.
be seeded sufficiently loose and friable to receive of "as-builts" drawn in ink on a pHOTO BAR S. Aggregate: ASTM C-33, size and graded as required
the seed. medium shall be delivered to the CRY for design mix.
before acceptance of the project. "As-
2. Sow seed evenly. Exercise care to keep the seed builts" shall be complete and accurate to the B. Concrete Cover:
mixture uniform, avoiding uneven distribution. Apply satisfaction of the CITY
at rate as specified on the Drawings. h. During the contract period for construction and
aintenance, the Contractor shall pal the cost of 1. 2" where formed, 1-1/2• from top and bottom of slabs.
m
all water and electricity. Required permits for 2. Minimum 3" otherwise.
water and electricity shall be held in the name
3. Following the sowing of seed and application of of the Contractor during the construction and
mulch, apply water in a manner which keeps areas maintenance period. At completion of the C. footing Bearing:
moist, but not glistening wet, until time for the maintenance period, utility billings shall be
transferred to the name of the CRY and any 1. Natural or compacted soil as Certified by Soils
final inspection. proportionate monthly utility billings shall be Engineer.
4. Where depressions have developed, fill with accepted prorated, based on meter readings:
topsoil, lightly compact and bring up to finish
grade. Reseed filled areas.
S. If any 'seeded areas are planted prior to the planting 02S14 DRICK PAVING
of trees and other container material, the Contractor 02515 PORTLAND CEMENT CL)MCRETE PAVING
shall be responsible for any dmage to the seeded area A. Quality Assurance:
caused by his operations and shall repair any damage A. Requirements of Regulatory Agencies:
at his expense. 1. Materials and methods of construction shall comply All work and materials shall be in full accordance with
with the standards as set forth by the Brick In-
Z. Pruning: nthe latest rules and regulations of safety orders of
Construction.a of America: Technical Notes on Brick Division of Industrial Safety and all other applicable
Constr
1. Prune plants only at a time of planting and according laws and regulations of the governing jurisdiction.
to standard horticultural practice to preserve the 2. Before starting brick paving, provide a sample panel Nothing in these Drawings or Specifications is to be
natural character of the plant. Pruning to be done for each type of brick paving required. Use ma- construed to permit work not conforming to these codes.
under supervision of Landscape Architect. Remove all Should the Contract Documents be at variance with the
P P terk. patterns and joints�as� . The tap for project aforementioned rules and regulations, notify the CITY
dead wood, suckers and broken or badly bruised work. Panel to be minimum 3 x3 The approved panel g Y
branches. Trees which have damaged or crooked may be a portion of the work and remain in place as a for further instructions before proceeding with the work
leaders; or multiple leaders, unless specified, shall standard for completed brick work. affected.
be rejected. Use only clean, sharp tools. Paint
cuts over 3/4" diameter, covering exposed area with a. Submit a minimum of (5) full size samples of B. Applicable Standards:
tree paint. brick paver units. Includes the full range of Any reference to the 'Standard Specifications", 'ASTM*,
exposed finish, color and texture proposed for or "ACI" manuals shall mean the current or latest
the work. editions.
02499 PLANT ESTABLISHMENT AND MAINTENANCE b. Submit samples of colored mortar and grout.
1. Standard Specifications: Standard specifications for
A. Plant Establishment: B. Products: public works construction.
1. The plant establishment period shall he for a minimum 1. Use paving brick units of type, quality, size and 2. Standards:
period of 30 calendar days and shall be completed finish indicated on the Drawings.
before the Landscape Architect will recommend
acceptance of the Construction Contract by the CRY 2. Portland Cement: ASTM C-150-73a, Type II "low alkali a• ASTM - American Society of Testing and Materials.
b. ACI American Concrete Institute, Manual of
tested". Type V if sulphate content of soil greater
-
2. Plant establishment period will be extended beyond than 0.2%. Concrete Practice.
the specified period when plantings have not reached
establishment in accordance with the Specifications. 3. Mortar: C. Inspection of'Site:
Any decisions regarding adequacy of slant establish- Examine related work and surfaces before starting work in
ment shall be determined by the CITY NSPECTOR a. UBC Type "S" with a minimum compressive strength this Section. Report to the Owner, verbally,of 2000 psi !28 days. y. site
3. Prior to completion of the establishment period, b. freshly prepared and uniformly mixed in the ratio conditions which will prevent the proper provision of
this work. Beginning the work in this Section without
ground covers and turf grasses shall consist of a by volumes: reporting unsuitable conditions to the Owner constitutes
uniform cover where a minimum of fi percent of the acceptance of site conditions b the Contractor. An
seed germination percentage certified by the seed 1) 1 part Portland Cement y Y
supplier has germinated and presents a healthy, 2) 1/2 part lime putty required removal, repair, or replacement of this work
vigorous color and shall exhibit growth to a minimum 3) 3-1/2 parts sand caused by unsuitable conditions shall be done at no
of one inch (1') in height. 4) If plastic type cement is
additional cost to CITY .
used, omit lime putty. D. Protection of Existing Conditions:
4. Ground covers planted from flats and rooted cuttings c. Color as specified on Drawings.
shall not exhibit die-back at the completion of the 4. Grout: Contractor shall acquaint himself with all site
establishment period. conditions. He shall take necessary precautions to
a. Fluid consistency. protect existing site conditions. Should damage be
S. Trees and shrubs at completion of the establishment b. Ratio by volumes: incurred, this Contractor shall repair damage to its
period shall not show evidence of die-back. original condition or furnish and install equal
1) 1 part Portland Cement replacement at his own expense, to the satisfaction of
6. Any seeded area which has not developed acceptably in 2) 3 parts sand the CITY
the judgement of the CITY shall be OR
reseeded by the Contractor. No compensation shall be
made for reseeding areas where seed has not ger- 1) 1 part Portland Cement
minated and grown. 2) 3 parts sand
3) 2 parts pea gravel
7. Shrubs and trees which are dead or show evidence of c. Color as specified on Drawings.
die-back shall be replaced by the Contractor with
new, vigorous, and healthy plants. S. Base Material:
B. Maintenance: a. Flexible base: clean graded sand.
b. Rigid base concrete as per Section 02515.
1. The contractual maintenance period shall extend for
180 calendar days from the date of acceptance of the C. Installation:
Construction Contract by the CITY . 1. Do not use paving units with chips, cracks, voids,
2. During the specified maintenance period the project discolorations or other visible defects.
will be made available for the CRY 's use. The
Contractor shall conduct his maintenance operations 2. Set pavers di patterns indicated with uniform joints
in such a manner as to minimize inconvenience to the of width indicated and level with uniform slope as
Owner. indicated.
3. It is the intent of this section to provide a level 3. Provide brick edging as indicated. Install edging
of maintenance that will present a pleasing and prior to placing brick paving.
desirable appearance at all times. 4. Mortarless Paving:
a. Install setting bed as indicated. Compact and
screed to required depth.
b. If rigid base, clean concrete base. Remove dirt
and debris.
c. Install sand cushion over base/setting bed.
d. Set brick pavers with hand tight joints. Sweep
dry fine sand-portland cement mixture over the
surface to fill joint irregularities. Completely
fill joints.
e. Damp cure sand-portland cement setting bed and
joint filler for minimum 3 days.
S. Mortared Paving: DESCRIPTION OF REVISION DATE CITY
a. Clean concrete base. Remove dirt, dust, debris, Ar►ROKO
sealers in curing compounds. Saturate with water CITY 0 RANCHO C U CA M 0 NGA
before installing setting bed. Remove surface
water.
b. Install mortar setting bed. Spread and screed to
uniform thickness, level in plane, or uniformly
sloped for drainage as indicated.
c. Install bricks in fresh mortar. Butter vertical
II
joints full width and height. Strike joints
flush and teal slightly concave.
d. Remove excess mortar from face of brick as work
P M 116 71 : 6 T H STREET MEDIANS,
° progresses.
BETWEEN PITTSBURGH AVENUE &
N
`' Protection: BUFFALO AVENUE
a. Restrict traffic from brick paving surfaces
during setting of units and for atleast 24 hours
after installation. APPROVED BY DATE �'W
b. Protect brick paving from damage until final �•j�� ,
acceptance. �Qfs�� F� CITY ENGINEER RCE N0. 22397
UG 2145
2 DESIGN 89046 RECOMMENDED
8
E lR
SPECIFICATIONS -
U
- DRAWN SHEE1
L-10 Of(DATE) met
L�1
c '�OFG�1E" CHECKED RCE HO DAAwiNG NO
11M _ DATE - - Fit[ NO --13 -5-7
fT OCRDRARING IOR1.1 NO ,01 U
SHEET NO. /,9 O FP,9
f
E. Coordination:
L. Execution: 10. Finishes: M. Protection and Curing:
specified herein.Compact and tamp concrete as sp
1. Coordinate and cooperate with other contractors to a. 1. Protect concrete against rapid drying and damage by
1. Concrete mixes: (unless retardant finish is specified - see
enable the work to proceed as rapidly and as a. Proportioning and mixing of cement, aggregate, "Finishes') , to bring 3/6 inch of mortar to rain. Keep moist for at least 7 days after placing
efficiently as possible. ,ysurface, float with wood screeds and floats only, and protect by vet burlap, canvas covering or liquid-
admixture and water to attain required plasticity �
2. Coordinate with General Contractors items of other and strength shall be in accordance with the ACI and apply following finishes after surface rate: curing compound. During this period, maintain
orhas disappeared. Remove an excess water brow ht concrete above 70 degrees F for at least 3 days, or
trades to be furnished and set in place. Such Manual of Concrete Practice and the Portland Vp Y 9
portions of their work as all or in Cement Association ' s Design and Control of to surface by floating. Do not use steel or any above 50 degrees F for at least 5 days.
p part embedded, Concfete Mixtures. plastic screeds, floats, or 'Fresno' for initial
built-in, attached to, or supported by the work shall floating and screedin operations. 2. Concrete from which forms are removed within 7 days
be executed b them in ample time that b. Concrete mixtures shall be designed by an b. All concrete finishes shall De listed on the
y p progress of after pouring shall be sprayed during the curing
approved commercial testing laboratory at no
the work is not delayed. Any cutting or patching period as frequently as drying conditions may
expense to the CffY . Use approved materials
made necessary to comply with this injunction shall p pp Drawings.1) Rou h trowel swirl finish: Provide lou require. Concrete covering shall be a type that
be done at the Contractor's expense, furnished by Contractor to obtain a minimum q 9h wyll not stain or discolor finished concrete
compressive strength of 2500 lbs./sq. in, at 28 trowel swirl finish to slab surfaces. After surfaces.
F. Approval: days of age, placing slabs , consolidate surface by
c. Ready-mix concrete shall be from a recognized floatie g to a uniform, smooth, granular 3. Cure concrete in accordance with the requirements of
Wherever the terms 'approve", 'approval", or 'approved" commercial ready-mix plant, conforming to ASTM textur2) Sweat trowel finish: Same as steel float the ACI Manual of Concrete Practice.
are used in the Specifications, they mean approval of the C95' finishexcept perform final troweling with
CITY/CITY 's representative verbally, or in writing. , N. Patching:
2. Line and grade: circular motion and slight lifting of trowel
G. Submittals: a. All concrete work shall be true to line and grade to produce a uniformly texturized nonslip
pockets,Pk Fill roco 'hone combs' , and other holes
as indicated on the Drawings. Contractor shall finish. Y'
be responsible for proper drainage on all 3) Scratch finish: Provide scratch finish to resulting icor. the re:roval of nails, ties and spreaders,
ra
At least 10 days after award of contract, Contractor slat surfaces that are to receive mortar and like iter.s, with mortar formed of cement and fine
shall submit for approval samples and/or manufacturer 's concrete paving surfaces. Any discrepancies or aggregate in the proportion used in concrete mix. Chi
latest catalog cuts and specifications of the following omissions on Drawings and conditions on the site setting beds for the as noted on Drawings. 9
which would prevent proper drainage shall be 4) Sand finish: Rub concrete surface with damp away defective areas to solid concrete, forming
prior to beginning work. Approved samples shall be p p p g perpendicular or alightly undercut edges. Match
standards for completing work. brought to the attention of the Owner ' s sponge and sand or with bristle brush and surrounding concrete surfaces in color and texture.
construction representative either verbally, or flood surface so that sand is exposed
1. (1) 2'x2'x2' sample for each type of concrete finish in writing, for correction or relief before work slightly and resultant surface is similar to �. Clean-Up:
at the jobsite. proceeds. medium grit sandpaper.
b. Finished paving surfaces shall not vary more than 5) Steel trowel finish: After surface water Upon c:ap:eticn of work ander this Section, Contractor
2. Color samples for expansion joint compounds.
1/4 inch measured with a 10-foot metal disappears and floated surface is shall re�cve from the prer.ses all surplus materials,
sufficient! hardened, steel trowel and
straightedge, except at grade changes. No y tools, eq,..pn,ent, rubtish and detris resultin from the
3. All submittal data shall be forwarded in a single 'birdbaths" or other surface irregularities will retrowel to smooth, dens!, hard finish . work, at his own. expense. g
package to the CITY within 15 days after award of be permitted. Correct irregularities to the After concrete has set enough, retrowel to a
satisfaction of the CITY ' s construction smooth uniform finish free of trowel marks or
the Contract, unless otherwise approved by the CITY representative. other blemishes. Avoid excessive troweling
H. Substitutions:
that produces turned areas.
3. Subgrade preparation: Subgrade shall be smooth, true 6) Seeded aggregate finish: Immediately after
1. Specific reference to manufacturer's names and to line and grade and tested for required compaction the slab has been screeded and darbied,
products specified in this Section are used as prior to start of placing concrete. Dampen subgrade evenly spread aggregate seed and tamp into
standards; this implies no right to substitute other 24 hours before placement. Reroll, as required, to concrete so not more than 1/16 inch of stone
material or methods without approval of the smooth, hard, even surface of 908 compaction. Wet is exposed. After the concrete has almost
forms to tighten cracks . Conform to all completely set, broom and hose down surface
2. Installation of any approved substitutions is recommendations of the Soils Engineer's report, if to achieve finish of approved sample. Recut
scorelines and smooth edges of slab.
available, and to the Specifications under Earthwork.
Contractor's responsibility. Any changes required p 7) Salt finish: Immediately after concrete has
for installation of any approved substitution must be been troweled andImmediately
have been formed,
4. Formwork: joints
made to the satisfaction of the CITY and without spread rock salt at a uniform rate of one
additional cost to CITY a. Forms shall be constructed accurately to pound of crystals per 10 square feet of
dimensions, plumb and true to line and grade, q
concrete surface. Tamp crystals into place
Forms shall be substantial, mortar right, braced
I. Analyses of Samples and Tests: g to the depth required to obtain an acceptable
and tied so as to maintain position and shape
1. The CITY shall select a qualified Testing Laboratory during placing of reinforcing and concrete. Wavy texture. At the proper time hose down slab
surfaces and bulged walls or slab surfaces to remove imbedded crystals.
to take samples for testing during the course of the B) Sandblast finish:
resulting from settlement or springing of
work as considered necessary. Costs of such tests formwork will be rejected. a) All work shall conform to applicable OSHA
ITY
will be paid for by the CContractor shall and EPA standards.
b. Firms shall be constructed and assembled in- such
cooperate in making tests and shall he responsible b)_ Contractor shall schedule this work to be
a manner that construction joints shall occur at
for nutifying the designated laburatury in sufficient executed with as little conflict with
approved locations. Forms shall be thoroughly
time to allow taking of samples at time of pour. cleaned out before concrete is poured. Remove other trades as possible. If necessary,
forms without damaging concrete. Contractor shall be responsible for the
2. Should tests show that concrete is below specified C. Recesses: Provide all required recesses and protection or masking of adjacent
strength, Contractor shall remove all such concrete openings as shown on the Drawings or as may be surfaces.
from the site. Full costs of removal of rejected directed by CITY 's representative. c) Test areas for samples of blasting will
concrete, its replacement with concrete of specified be established where surfaces will not be
d. Detail work: Care shall be taken in all details
strength, and retesting shall be borne by Contractor. of forminq, setting and reinforcing. Except left exposed. Landscape Architect shall
where tooled corners are indicated, all exposed be present at time of sample blasting and
J. Warranty: concrete finish work shall have smooth, even approve the desired finish.
surfaces of dense concrete with clean, sharp d) Care shall be taken to protect all
In addition to manufacturer's guarantees or warranties, arises and outside corners. adjacent surfaces from damage which are
all work shall be warranteed for one year from the date e. Earthforms: Earthforms may be used for footings not receiving sandblasting.
of Final Acceptance against defects in materials and only where soil is firm and stable and concrete e) Sandblasting shall be accomplished using
workmanship by Contractor. warranty shall also cover will not be exposed. Excavations shall be cut qualified workmen familiar with the
repair or damage to any part of the premises resulting neat with accurate sizes. All exposed concrete proper technique.
from defects in materials and workmanship to the shall have forms extending at least 6 inches f) Sandblasting work shall be by the dry-
satisfaction of the CITY below finish grade. sand method, utilizing appropriate
f. Accuracy: Forms shall be carefully veri.fied and equipment and adequate air pressure.
R. Materials: checked for alignment and level as the work Abrasives shall be washed silica sand,
proceeds. All needed adjustments or additional free from salt, clay, or other foreign
1. Portland cement, aggregates and reinforcements: bracing shall be done promptly. materials. Nozzle position during the
Except as modified herein, Contractor shall conform gCoordination: After forms have been
placed and operation shall be as determined in the
to all applicable requirements of the Standard approved, Contract,,r shall see that all other making of the approved samples.
Specifications. trades have been prol.erly notified and are given g) All concrete areas requiring patching
Sufficient time to complete installation of their shall be patched, with all rough spots
a. Portland cement: Conform to ASTM C150, Type II and unevenness in the concrete surface
work. Placing of reinforcing steel shall proceed
'low alkali tested', tvaical; Type V if sulphate progressively with work of other trades and each ground smooth before the sandblasting
content of soil greater than 0.21. shall arran(je their schedules so as to avcid operation is begun.
b. Coarse aggregate: distorting or moving work already installed by h) Wash down concrete sandblasted surfaces
1) Aggregate for regular weight concrete shall one trade to admit the work of another. Each promptly to remove sand and dust. Upon
be hard, durable, uncoated, washed, graded, trade shall be entirely responsible for proper completion, remove from site all surplus
cleaned and screened, crushed rock or gravel installation and securing of the work durinq and waste materials from this work. p
conforming to ASTM C33. placing of concrete. 9) Stamped Concrete "Bomanite' Finish:
2) The maximum size aggregate allowed shall not h. Footings: Bottoms of excavations for footings or a) Coordination: The licensed Contractor
be larger than one-fifth of the narrowest foundations shall be undisturbed earth, free of and other trades whose work makes it
dimension between sides of forms of the water, properly cleaned and leveled off. Compact necessaryfor them to cooperate, shall
member for which the concrete is to be used; per requirements of the ACI building code. Do p
no larger than three-quarters of the minimum p g coordinate their work so as not to
clear spacing between reinforcing bars. not place concrete on uncumpacted fill. interfere with each other.
i. Time in Place: Forms shall remain in place lung b) Patterns: Theattern shall be as noted
Coarse aggregate for paving shall not exceed enough to allow concrete to set erl Ip
3/4 inch. l pro p } ' n no on the Drawings.
case shall supporting forms or shoring be remGved c) Placing: This Contractor shall furnish
c. Fine aggregate: until concrete has sufficient strength to carry y and place the patterned concrete and all
1) Clean, hard and durable sand with uncoated
its own weight and other loads upon it. work necessary for marking, finishing,
grains free from injurious amounts of silt,
loam, clay or other deleterious matter. curing, expansion and/or contraction
5. Reinforcements: joints and stripping of forms.
Conform to ASTM C33. a. Accurately and securely fasten or support 10) Retardant Finish:
2) Grading: reinforcements to prevent displacement before or a) Concrete Mix Design: An extremely coarse
during pouring. Hang footing bars from 'forms. mix containing the greatest possible
Percent Passina Sieve Size Support wire mesh with suitable metal cradles, percentage of 3/8 inch top size aggregate
95 - 100 # 4 b. Clean, tend and place reinforcement in accordance and a minimum amount of mixing water
45 - 70 # 16 with the ACI Manual of Concrete Practice. should be used.
15 - 30 # 50 C. Reinforcements splices: welded wire fabric - one b) Preparatory work: The concrete should be
3 - 8 #100 mesh minimum. Reinforcing bars - 30 bar diameter placed and consolidated so as to
minimum, except as otherwise noted. completely fill all spaces in the forms.
d. Reinforcements: Provide certified mill test Tampering will not be permitted because
reports of the chemical and physical properties 6. Anchor Plates/Inserts: Anchor plates, inserts and the aggregate must remain near the
of reinforcing bars and welded wire fabric. other items embedded in concrete shall to accurately surface for later exposure. Apply a wood
1) Reinforcing bars: Deformed billet-steel bars secured so that they will not be displaced during float finish which will permit 3/16 inch
conforming to ASTM A615, Grade 40 or Grade placing of concrete. of aggregate exposure.
60, free from rust, scale, or coating that c) Application of Relirdec: As soon as the
will reduce bond. 7. Conduit: Do not embed piping, other than electrical following has been completed, apply the
2) welded wire fabric: Conform to ASTM A185. conduit, in structural concrete. Locate conduit tc retarder and "Lithotex' by L.M. Scofield,
Tags designating wire size and spacing shall maintain strength of structures at maximum. Verify ( 2 1 3 ) 7 2 5 - 7 1 1 2 , pe r Sco f i e 1 d ' s
be left on each roll until ready for use. size, length and location of electrical conduit. Application Instruction T-203.03. Once
Unless otherwise approved welded wire mesh the retarder has been applied, cover the
shall be #6x#6/6x6 continuous. 8. Conveying Concrete: surface with plastic sheeting or curing
a. Deposit concrete continuously in layers of such paper to achieve deeper aggregate reveal.
2. Water: CITY shall provide clean, potable, concrete thickness that no concrete will be placed on d) Aggregate Exposure: The retarder should
mixing water free from injurious amounts of salts, concrete which has hardened sufficiently to cause be removed between eight and twenty hours
oils, acids, alkalis, organic materials or other formation of seams or planes of weakness within after placement ni sandblasting or with a
deleterious matter. the section.
• coarse-fibered or rust resistant wire
t. If a section cannot be placed continuously, scrub brush and jet of water. A clean
3. Dowels: Plain billet-steel bars conforming to ASTM provide construction joints as specified herein. sealer shall be applied so that the
A615. C. Perform concrete placing at such a rate that surface shall be covered after aggregate
concrete which is being integrated with fresh exposure with new, nonstaining paper.
4. Coloring agents: As manufactured by L.M. Scofield, concrete is still plastic. e) Surface Sealer : If efflorescence or
or approved equal. Color as specified on Drawings. d. Deposit concrete as nearly as practical in its alkali-staining is evident after the
final location so as to avoid segregation due to concrete has cured, lightly wash the
5. Expansion joints: rehandling and flowing. Du not sub)ect concrete aggregate surface with a mild muriatic
a. Premolded joint filler : Non extruding and to any procedure which will cause segregatiGn. acid solution (usually a 10:1 dilution)
resilient filler (bituminous type) conforming to e. Do not use concrete which becomes non-plastic a7-d that has been thoroughly rinsed with CITY
ASTM D1751. unworkable, or does not meet required q,:ality water and cleaned with diluted DESCRIPTION OF REVISION DATE
b. Joint sealant : Sonolastic Sealant Two-Part control limits, or has been contaminated by A►►ROVCO
manufactured by Sonneborn-Contech, Building foreign materials. LScofield oorr equal. Rinse again and dry
Product Division, roFloor Cleaner' by L.M.
Contech, Inc. , or approved f. Remove rejected concrete from the site. thoroughly . After the aggregate has CITY O F RANCHO C U CA M O N C A
equal . Bond breaker tape to be as recommended by cared at least one month, the retarded
sealant manufacturer . Color shall match 9. Construction Joints : s-rface shall be thoroughly washed with
concrete. a. Score joints: Joints shall be as specified on fresh, clean water . After concrete is
drawings. Form in fresh concrete using a jointer thoroughly dried apply one coat of Aqua-
6. Precast Concrete: to cut the groove to a sm,oth , ,.niform Mix Penetrating Sealer, (714) 523-9313,
g a. Precast concrete shall be used where indicated on impression. Finish joints shall be no wider char.
the Drawings and may be used elsewhere with 1/8 inch with 1/4 inch radius. at the rate of 200 SF per gallon. Allow P M 1 1 6 7 1 . 6 T H STREET MEDIANS
i
approval by Landscape Architect . Precast b. Expansion and keyed joints: f hours before applying water to verify
light
concrete must equal or exceed the Specifications 1) Provide joints at locations and intervals f water Leads. If not, apply a -Mix
seroma coat . Refer Aqua-nix BETWEEN PITTSBURGH AVENUE &
for concrete as stated herein. Precast concrete sht.wn on the plans and where concrete pavin, Specifications for complete instruction.
i units shall be fabricated by a reputable at.,,ts buildings, orbs, or tner st.,_ :t.res. BUFFALO AVENUE
manufacturer who shall submit conclusive evidence 2) Joint materials shall be placed with top edge
Z 111 Broom Finish: Immediately after slab has
of successful completion of similar work, and who 1 2 inch below the paved s,rface. Sec-re: ,
w p p been screeded and darbied, the surface shall
has the skill, craftsmanship and equipment to hold in place to prevent m(,ver..ent. be troomed in direction and depth as 49046
fully comply with the Drawings and 3) Joints and other edges shall be formed in the indicated on Drawings with a stiff bristle f
fresh concrete using an edging or )ointing broom. APPROVED 8Y �' ' Y
Specifications. tool to provide a smooth uniform impression. t DAT E
b. Submit shopDrawings for all recast concrete
w g p 4) After the curing period, expansion joints ��4f+ 9�
t items, and submit samples as spec for 12) wood Float: Immediately after slab has been C F CITY ENGINEER RCE �.�
4 p p shall be carefully cleaned and filled with screeded and dartied, the surface shall be �Q� ��
o concrete herein. joint compound where detailed and applicable a,
C. All recast concrete items that abut or are trowe' ed with a wood float in a circular b Ufr. 2145 S DESIGN 89046 RECOMMENDED
Q p to 1/4 inch. below adjacent paved surface.
adjacent to cast-in-place concrete shall match motion and slight lifting of trowel to
8 j p p Avoid spilling on paved surfaces or overflow produce a uniform! textured nonslipfinish. E _ SPECIFICATIONS
the cast-in-place concrete in color and texture from joint. p Y �.J>R -
after the curing period unless noted otherwise. DRAWN SHEET
c The Contractor shall allow adequate time for f 1
F coordination of work, submission and approval of w LV
E samples so that suitable uniformity of concrete Of
it work is obtained. Chipped, or damaged precast (DA Tq
units will not be accepted. �r7 CHECKED RCE NO--
0DRAWING NO
DATE FILE NO ---
POOL]
O __-
5TOCKDRAF7;#G FORM qO ,o, 54 SHEET NO. 2q OFz9