HomeMy WebLinkAbout1321-L DEVELOPER/OWNER
URAL- PLANS
CAPE ARCHITECT
LANDS.
TERRA VISTA
P M 11341 Le- WIS 0 es
CHURCH STREET MEDIAN
SOUlmHERN C
PROJECT MANAGER • TOM' DELLAQUILA
MAINTENANCE DISTRICT NO . 4 1156 N . MOUNTAIN AVE./P.0-BOX 670.
LANDSCAPEUPLAND, CA 91785 714/985 0971
VICINITY MAP GENERAL NOTES SHEET INDEX
NO. DESCRIPTION NO. DESCRIPTION
X TITLE SHEET 12
t
rf
:11iii 1 IRRIGATION PLAN 13
2 IRRIGATION DETAILS 14
� I MO►OSED
PA �
IR 3 IRRIGATION DETAILS 15
1 REGIONAL RANCHO Ct1CAMONGA CITY LIMIT
1 ca Ec# I PARK r_*---,
_* - , , ..;
t. An Enc oachment Permit shah be obtained from the City Engineer prior io Com
mencing arty work.
. 4 PLANTING PLAN 16
2. AA work shall be performed according to current City standards and the Standard Specifications for Public Worcs Construction.
5 CONSTRUCTION 17
'r.ST
FRE WA D i OOTHILL
/• 3. At the conclusion of rough grading, an agronomic soils report shall be furnishd to the City Inspector and all such recommendations PLANTING DETAILS
.ASE I.IE III from such a report shall supersede soils amendment reoommendations shown on the plans. 6 1 SPECIFICATIONS 18
1
� 4. Upon completion of Installation, • maintenance period of one hundred and ephty180) days Is required prior b final acceptance of the 7 1911
\ a�JEcT SITE �� FflPlTANA '•�,, work the C Maintenance shall Include mowing. weeding, Irrl ation, pruning, raisingTree root balls which settle below rade,
`°°*"L 01 �..., .OtAEw�O ferwaing and applying such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement,
11
UPLAND 1 cleating and Iloustft necessary 10 keep the Irrigation system In good working order with proper coverage. Carnencernent date far 8 20
I .IIwOw IIDU.E the malntenanCa Rtrlad shall be approved In writing by the City 1naRector. MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY
PLANT CHARACTERISTICS AND ESTABLISHMENT. 9 21
WS. Or* Controller chart shat be provided flor each controller. Controller chart shall be the maximum size the controller door will allow
5 and shall show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as-built system. 10 22
too I W Howwrer, In Ow went the controller sequence is not legible when the drawing is reduced, h shall be enlarged to a size that will be
s f readable when reduced. The chart shat! be a bladkline print and a different color shalt be used to show the area of coverage of each 1 1 23
statlon. When Completed and approved by the Public Works Inspector, the chart shall be hermetically sealed between two pieces of
plastic, ea& piece being a minimum of 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape. These
oNTAAIo , ,
dtiarts must be completed and In place prior to final acceptance of wart by the City.
ONTARIO
INTERNATIONAL
AIRPORT 6. S- wire x 6- deep Concrete mowsb" shall be provided between all shrubtgroundoover areas and turf areas. Mow61nps shall also be
provided beneath metal fencing and where City maintained areas are a4acent to privately maintained areas.
7. SldeI tryout Is owxvptual only. Approval of the final sidewalk layout shall be made In the field and adjusted as necessary to mast
MAINTENANCE RESPONSIBILITY MAP field cor>affm as aMvv°d by the Public Works Inspector and Project Planner prior to Anal construction. CONSULTANTS
S. Application of any chemicals shall be by State licensed personnel.
9. Any trees wfthln five (5) feet of walls, walks, curbs or other potentially root-damaged hardscape shall Installed with rootcontrd
barriers. Prior to backfilling tree(s) planting, contractor shall have the City inspect root barrier in allation. and Concern, Ltd
1750 EAST DEERE AVENUE
SANTA ANA CA 92705
10. No trees shaft be planted within three (3) feet of curbs.
PHONE (714)250-4822
REFER TO CHURCH ST.
11 . ttroes are to located: ten feet from any street light, power gob, or reinforced concrete box; five feet from arty drive litAND
approach, fire hydrant, underground structure (e.g. catch badns, vaults) and sewer lateral or clean-out: and three feet from any g.l. motshagen associates,' ltd OF SAN BER ASSOCIATES,RDINCOU INC.
• � OF SAN BERNARDIMO COUNTY
MEDIAN LANDSCAPE water meler or sewer Brie. •inle►notionol irrigoEion consulEnnis •IIMEer /nene4enenr .rflnmwpj .Eeserch CONSULTING CIVIL ENGINEERING
AND LAND PLANNING
PLAN TRACT 13302 3100 Airway"venue,Suite 132 tre++se• _� 2
Grading Standards for City maintained areas shall be: Costa Mesa.Califomin 92626Si5 N.Mountain Ave,Suite ws
(714 l�O.1101R'! UPLAND,CALIF01t,aA 91706
) 557-9989 """"""" PHONE(!14)1462949
e Sidewalk maximum 8.3% a Maximum slopes in ground cover areas behind sidewalk, 3:1 i N
• Maximum slopes in turf areas 5:1 • Maximum grade crossing Cornina1I 6gves�r1>,nTra11 1-�%
7
TRACT 13270 a Maximum slopes in ground cover between sidewalk and curb
4:1
PROJECT LOCATION LANDSCAPE QUANTITIES G X}CA11�p
C�uRC
o c
Z P.Mn 11341
TOTAL ACRES IN R.O.W. _ .07 _ G
REFER TO CHURCH ST. TOTAL SO. FT, MAINTAINED AREAS 4260 _- � T
Q
MEDIAN LANDSCAPE � DESCRIPTION OF REVISION DAE CITY
E S E \ CjAPPft0%V#fO
PLAN TRACT 13270 TOTAL TREES IN R.O.W. —__ _._-- _ 16 LL CITY OF RANCHO CUCAMONGA
TOTATREESO O
�. 70 TERRA VISTA
N.T.S. ZM 11341
TOTAL 15 GAL. TREES IN MEDIAN 16 U CHURCH ST,MEDIAN P
TOTAL 5 GAL, SHRUBS IN MEDIAN 293
TOTAL 1 GAL. SHRUBS IN MEDIAN 359
TOTAL SIX, STAMPED CONCRETE IN MEDIAN 1698 LEWIS HOMES
TOTAL S.F. GROUND COVER 2562 `P`���kNIA SAh(gN31
�sC� CITY ENGINEER APPROVED BYt RCE No DATE / 97
M•
0� t� DESIGN RUC ` MEN E D
H : i Land Concern, Ltd
UC. N0. 1283 - — 1750 EAST DEERE AVENUE
l0• TE DRAWN SANTA ANA CA 92705 sHEE 1
DATE - I
PHONE (714)250-4822 or T
CHECKED DRAWING NO
-lam,LI' RCE NO 27 /
OF CAS .IST DATE FILE NO-1 ✓�I—` _
SHEET '7 OF13
• PROVIDE SLEEVING FOR CONNECTING
EAST CHURCH ST, MEDIAN IRRIGATION
SYSTEM TOGETHi
AUTOMATIC CONTROLLER TO BE A CALSENSE
IRRIGATION CONTROLLER #CAVOO (24
STATION) INSTALL IN A MYERS #MEUG-I-
THIS DESIGN IS DIAGRAMATIC ONLY M-285 ELECTRICAL/CONTROLLER ENCLOSURE
HEADS SHALL BE EQUALLY SPACED CONTRACTOR TO ARRANGE FOR POWER CON- _.
AT 10' O.C. FOR PROPOR HEAD TO NECTION AND ELECTRICAL METER INSTA- FOR ALL FINISH GRADE REOUIREMENTS
HEAD COVERAGE. (TYPICAL) LLATION AS PER THE CITY OF RANCHO CONTRACTOR TO RUN SLEEVING TO MEDIAN SEE PRECISE GRADING PLAN
S PREPARED BY
- -- -- -- — -- -------------
CUCAMONGA ACTUAL LOCATION TO BE AS EAST OF THIS EXISTING MEDIAN. CON- MADOLE A ASSOCIATES
TRACTOR TO COORDINATE WITH CIVIL EN-
645 N. MOUNTAIN AVE. #'10S
)
- - DIRECTED ON SITE BY THE G�'`( 9&-
-�, liiTlut; • GINEER FOR LENGTH BETWEEN TWO MEDIANS UPLAND CA 946-2949
SLEEVING SHALL BE APPROVED PVC SCH 40 -- — -
' DEPTH OF SLEEVING TO BE 36" IN DEPTH
oo I
CHURCH
�c 5
I
STREET
Wd
,) ff S _.. ... - _ W. _-_
oW� rL& A= A A _--- 1
IVSTUB
STUB OUT 11 14 GAUGE lal`� II I I �" WIRES OAND UT I1 COMMON1 14 GE F�W
Y - - -- 7
V' WIRES AND 1 COMMON 0 RDINATE WITH CIVIL ENGINEER:
GROUND GROUND WIRES FOR 5 III (D VALVES.WATETHIS RPOINT RE TO STORMDRAINS IN STREET.
- FUTURE VALVES, AT '�
ryry0 THIS POINT
F M
1.
- - I -
= r �. T 1 l 1 M 1 I I I - - T
T , T- i 4000, =
RANCHO SAN ANTONIO MEDICAL CENTER
P.M. 113 41 -
99
7
i
POINT OF CONNECTION TO BE TO A 11" WATER
METER. CONTRACTOR TO MAKE NECESSARY ARAN-
SCALE 1 e:ZO� GEMENTS WITH THE CUCAMONGA COUNTY WATER PRESSURE CALCULATIONS p}
[H.G.L.
PRESSURE INFORMATION PROVIDED BY !c 4e
S FIMBRES RANCHO CUCAMONGA COUNT, DISTRICT FOR INSTALLATION OF WATER METER WATER METER 0 / S:ZE
-FA.
a~
.O RACTOR TO PAY FOR WATER METER, EXTEND H.G.L. M
DISTRICT, JUNE '29, 1989 MAINLINE INSTALL A FEBC0��2'' ftf-OREDUC- ELEVATION X .433 -MPSI .
ED PRESSURE TYPE BACKFLOW PREVENTER PER REMOTE CONTROL---VALVE / SIZE t
1405 FEET ALL CODES. INSTALL A CALSENSE #220P-11" MAXIMUM DEMAND GPM
C WATER PRESSURE 75 PSI FLOW SENSOR, PER CALSENSE INSTRUCTIONS PRESSUREELEVATIONR RCV PSI
UM DEMAND 22 GPM I NSTALL A H420/e ,a/o2��-2���Na' PRE*.,,.-,E CALCULATIONS FOR REMOTE CONTROL VALVEURE REQUIRED 60 PSI MASTER PRESSURE REGULATING VALVE, CON- 41?r 4ATER METER /� PSI LOSS Wz �C�
NECT ALL EQUIPMENT TO THE AUTOMATIC - �,CKFNERLOW PREVENTER > S C*. TO BE TO 11" DOMESTIC WATER METER. CONTROLLER PER THE MANUFACTURERS IN- _ A EI VALVE ` ` °i0t
ALVE
STRUCTIONS.� POTABLE P.O.C. —`, SMAINVLINE
— - _ NAIN LINE C.ae "•
— RNOTE CONTROL VALV
A, E
2" LATERAL LINE yZ t VF
li" LATERAL LINE IUY
li" LATERAL LINE `
FLOW SENSOR NOTES FOR *CALSENSE* ONLY _ 1~ LATERAL LINE _ Y Z
3/4"LATERAL LINE J °
1/2"LATERAL LINE • Zt
v X FITTING LOSS
-gA ELEV. CHANGE � KEY MAP
TOTAL SYSTEM LOSSES: PSI
CalSense Model 220P shall be installed in-line, one (1) per water meter, as NOTE: THIS IRRIGATION SYSTEM IS BASED PRESSURE REQUIRED AT HEAD PSI
TOTAL PRESSURE REQUIRED PSI ILTA
per notes, with "10" diameters of sensor-sized pipe upstream of flow sensor UPON A MAXIMUM OF 3" WATER PER WEEK STATIC PRESSURE AVAILABLE : PSI
APPLIED BETWEEN THE HOURS OF 9 PM AND RESIDUAL WATER PRESSURE PSI
and "5" diameters of sensor-sized pipe downstream (pipe sized as per now :f
sensor size). Eg: 3" mainline, 2" sensor: 20" of 2" PVC upstream and 10" of 5 AM/ 6 DAYS A WEEK.
2" PVC downstream; 2" mainline, iv sensor: 15" of 11" PVC upstream and
7i" of li" PVC downstream. OL a4ii
Flow sensors shall be installed ten (10) pipe diameters upstream or down-
stream from any valve, fitting, meter or backflow device. h
� LIE. 10. ?.S3
Wires from flow sensor to controller shall consist of one (1) black and one (1) . 1 =.
REFER TO SHEET 2 & 3 FOR IRRIGATION DETAILS AND TO SHEET 6 FOR IRRIGATION SPECIFICATIONS
red standard #14 irrigation valve wires.
Flow sensor shall be housed in a valve box as per irrigation remote control IRRIGATION LEGEND � of
valves specified on plans and marked "F.S."
SYMBOL MANUFACTURER/DESCRIPTION MODEL NO. FULL HALF QTR. PSI RAD. NOTE: MOISTURE SENSORS FOR CALSENSE
Flow sensors available from Rich Murray CONTROLLER TO BE INSTALLED WITH A
CalSense CALSENSE REPRESENTITIVE. DESCRIPTION OF REVISION DATE CITY
2075 Corte Del Nogal, Suite J �/ �] RAINBIRD HIGH POP SHRUB HEAD 1012-10-SAM-PRS 1.30 .65 .33 20 10' APPROVED
Carlsbad, CA 92009 � RAINBIRD REMOTE CONTROL VALVE EFA-CP-PRS SIZE AS NOTED ON PLAN CITY OF RANCHO CUCAMONGA
(619) 438-0525 Q RAINBIRD QUICK. COUPLING VALVE ~. 1Ar---01 LOCKING VINYL COVER
- FEBCO REDUCED PRESSURE TYPE BACKFLOW RREVENTER #825-Y-0{/-,-)W TERRA VISTA
N NIBCO GATE VALVE T-113 LINE SIZE
' NOTE: CONTRACTOR TO COORDINATE CONTROLLER CHURCH ST. MEDIAN PM 11341
CALSENSE AUTOMATIC IRRIGATION CONTROLLER #CA9000 (24 STATION) INSTALLATION / _ WITH A CALSENSE
CALSENSE FLOW SENSOR 220P-11" INSTALL PER NOTES ON PLAN REPRESENTITIVE ANDA STAFF MEMBER OF THE IRRIGATION PLAN
F CITY MAINTENANCE DEPARTMENT.
CALSENSE NOISTDRS SENSOR NOTES O #�e MASTER PRESSURE REGULATING VALVE AflVe 2'����CGf/GY t�
Q POINT OF CONNECTION TO BE TO 11" WATER METER, METER PROVIDED BY OTHERS - LEWIS HOMES
This project requires one (1) CalSense moisture sensor for every four (4) ------ AS APPROVED PVC SC:H 40 PRESSURE MAIN LINE DEPTH TO BE 18" APPROVED BY: DATE:
irrigation valves, e.g., a CalSense model 2000-24 STA requires 6 moisture
sensors. AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 12" CITY ENGINEER RCE_ NO. �
Installation or placement of moisture sensors shall be the responsibility of the ` DESIGN RECO
u Q / tl.
manufacturer. RAtNBIRD1 HIGH POP SHRUB HEA4 11812-8-SAM-PRS'
.a6 •33 20 • •'
For installation and /MrM Land Concern, Ltd.
purchase information contact. * `�° `R'P� '- 1750 EAST DEERE AVENUE S►+EET
DENOTES VALVE STATION NUMBER g.1. motshacge n associates, ltd. C` DRAWN
Rich Murray �� DENOTES GALLONS PER MINUTE DEMAND r g •, , .rc,� mh ��M�„u,o W � o #r/lr SANTA ANA CA 92705 Z Of T
•inlcrn Jffona7 i n anon confuhnnq •uolcr mann cmm�! ,Immurr �
CalSense 3100 Airway Avenue,Suitc 132 .� u i PHONE (714)250-4822
2075 Corte Del Nogai, Suite J Costa Mesa.Colifon,ia92G2G No.�soo s CHECKED DRAWING NO
Carlsbad, California st2oosr DENOTES VALVE SIZE
(618) 438-0525 INSTALL INSIDLE ENCLOSURE 1-24P6 PERMANENT REMOTE CONITROL PIGTAIL A TELEPHONE CABLE FOR FUTURE USE (71 4) 57 9959 -• ---
4 5 o �- R.0 E NO
. , FSlGNE
l
-
DATE FILE NO
SHEET g OF /-3
i
I
NOTE
I. EQUIPMENT TO BE INSTALLED Al A MINI" OF 24- FROM ANY STRUCTURES OR MAROSCAPING.
2. ALL ABOVE GROUND ASSEMBLY SMALL RECEIVE (2) COATS OF RED 00IMER AND (1) COAT (II�
Et1ER10A ENAMEL • COLOR AS SELECTED BY LANDSCAPE ARCHITECT.
ROUND CONC. VALVE BOX III COVER 3. WHEN (AIT 1S NE1T TO A STRUCTURE 1f. MALL, IU1101NG, EIC.) MOUNT TEST COCKS ON F �I5-21L!
MARrE�"PRESSURE RE BOXULA B COVER OPEN OR NOM-STRUCTURE SIDE. ( _ III, — CLEAR BACKFILL - SEE SPECS. FOR
MARKED IRRIGATION GATE" MAarlp •vaESSl4tE REGULATOR' -
III CHRISTY" FLB BOX 6 FLBD LID (OR EQUAL) _ _�_ _� —_ II «< MATERIAL. 90% COMPACTION REQUIRED
N AWN AREAS ------- ------- BACKFLOW PREVENTOR ASSEMBLY
3" IN PLANT BEDS FINISH GRADE 1• N AWN AREASLINE SIZED BRASS �-
Z
IN LAHT BEDS [—FINISH GRADE GATE VALVE BRASS NIPPLE TYPICAL (4) PLACES = I
rzti, I BaAss 90• ELL - TYP1Cu u) PLACES � NON-PRESSURE LATERAL LINE• SON- 40
SNAKE PIPE IN TRENCH
IaASS NtvvlE BRASS WYE STRAINER WITH 60 MESH
I
R
I, � N 0 KNNEI SCREEN
bHAtiS U 1
_ _
G THICK � I2' WIDE CONCRETE PAD --
E
= NTN VAR PER MAA FAT R II PRESSURE SUPPLY LINE. SCH. 40/CL.315
(LENGTH IES E U CURE
II _ PIPE FROM METER PRESSURE REGULATOR 12' SLOPE TO DRAIN AT MINIMUM 21 ) ) N PIPE TRENCH
Lo
SAKE I E IN RENO
—= I
BRASS GATE VALVE -
-,
I' -- P T FROM WATER ISI III
�� : st s;a-• �Rr i;rt a�.t.-s--°i3_
l IPE 0 BACKFLOW E SCNIRCE FINISH GRADE
WITH BRONZE HANDWHEEL T
M- F PREVENTOR _ r -
• �� d �/ � �� �'�1j�1 �II
. x-- FLOV
PROVIDE 2" OF
= uI T
R c%'o �-��-,4,•� , , — 3/4" WASHED CRUSHED I' _ CLEAN BACKFILL
o 0 _ e , . AGGREGATE BASE �� _ _ „ - IAASS NIPPLE - TYPICAL 12 TYPICAL
�J
x
J
- -- i I n , uE3 CONTROL WIRES - BUNDLE AND TAP
. � � E
I 2 CES
,I O LA
UU
r-+v v u W J-•�•d ••ems••J - _
C- _ _ , ; ., : ;^ :•' , • t ;., I �� AT 15 O.C. AND INSTALL ADJACENT
• - - 11•.12•.12' COMCRETE TO PRESSURE SUPPLY LINE
1.� .• . • �' h••`� z —W. COMPACTION = THRUST ILC><XS - TYPICAL
SCH 40 DVC MALE ADAPTORS �,�� - .I = I REQUIRED
,I _ I (2) PLACES
!1111 p iI e
1/4• WASHED CRUSHED AGGREGATE I TYTYPICALM 40 PVC
PLACES
BA SE
NOTE:
v 4� _ I IiNE t0 SYSTEMS
1. PLACE AGGREGATE PRIOR TO INSTALLATION Of VALVE BOX.
BRASS 90' ELL - TYPICAL
►EKES
- NOTE:
1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION.
GATE VALVE- 3" or smaller PRESSURE REGULATOR VALVE REDUCED PRESSURE BACKFLOW PREVENTER TYPICAL TRENCHING
I
CONC. VALVE 101 I C.L COVER
I NARKED •IMICATION RCv'
'CHRISTI•FL9 101 AFL9 LID
MEYERS :
TO SPRINKLER • ANGL( PIPE TO MEUG-I-M-285 ENCLOSURE
SPECIFI[D DEPTH WITH 4S• ELLS ELECTRIC METER
SCM 40 FVC NAL( AOAPTOR
COLOR CODED MAP FOR VALVE
SCSI /0 PVC INIONLOCATION INSIDE (PER. SPEC'S. )
r — — — r.WjL lA 2Aoo COVIRoLL111k
BRASS NIPPLE I I WALL MOUNT CONTROLLER -
RAIN
l` �) I MOUNT WITHIN ENCLOSURE.
REEFER CAP SUPPLYPLY ONE KEY .
RAIN BIRD33 OLR YELLOW STRUCTURE OR 1• IN LAWN MEAS 'iNAP-TiT�" CONNECTORS L _j 120 VOLT WIRE IN RIC1D STEEL
-
PER 12 QCV'S INCLUDING NOSE HAIIDSCAPING CONDUIT (PER LOCAL CODE)
SWIVELS. 3e 1N PLANT ZEDS
ELECTRIC CONTROL VALVE ON-OFF SWITCH AND 110 VOLT
_ _ EXTERIOR OUTI.ET-,TU BE PROVIDED BY
FINISH GRADE - INSTALL IN FINISH GRADE r CONTRACTOR.
PLANTER BED ONLY
Is" maximum I LOCK NUT
FINISH Io I COMMON WIRE/CONTROL WIRES IN 3"
- _ SCH. 60 PVC CONDUIT
TAIL EXPAMSION „ I— J
LOOP (MIN. 14• LONG) B 2' X 3' X 4" CONCRETE FOOTINC
II _ _-' _ MIN. 2 INSTALL A MINIMUM OF 3" ABOVE
^ IHSS ANGLE GLOBEa. d --GRADE AND SLOPE TOP TO DRAIN SLIP BASE SOCKET OVER ENO OF MIRES
- VALVE W/INION l 1;= " �. Fill AT A MINIMUM OF 2%
STAINLESS STEEL z —'FLS - I' �il 1 IIIA
BRASS NIPPLE I1 IIIA IIS,
BRASS 90' ELL SCREW CLAMP = IRASS NIPPLE i III -_ - I ''. _.I ! ;„ OF 12 DIRECT BURIAL WIRING TO STEP I -•�
BRASS 90 STRUT ELL
MINIMUM t3) PLACES VALVES: BUNDLE AND TAPE EVERY STRIP WIRES APPROX. 5/8" FROM ENDS-TWIST TOGETHER
r, ,• -
BRASS NIPPLE - 6" LONG ' ?o �• v � � 7/4• WISHED GOLOSHES b' 15 FT. O.C. INSTALL WITHIN MAIN APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL
04 REBAR STAKE AGGREGATE LINE TRENCH. CAVITY WITH SEALER
BRASS 906 STREET ELL (24" LONG) REFER TO DETAIL NO. ,
I. ills ;III SCH BO PVC NIPPLE
NOTES: STEP 27
�.
— __ �a•�� "---CONTROL 1 COIN WIRES 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES
PUT CRIMP SLEEVE OYER WIRE ENOS-CRIMP SLEEVE
LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCSIO AND CUT OFF EXCESS WIRE
FINISH: 2 COATS SEMI-CLOSS ENAMEL COLOR PER CITY PULL BASE SOCKET OVER ENO AS FAR AS POSSIBILE
SCH 40 PVC SASIT TEE PRESSURE SUPPLY LINE 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR.
_ 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE. STEP 3
o NOTE: 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE OF REMOTE CONTROL U--
1. INSTALL CONTROL VALVES A NINIMUI OF 12- FROM STRUCTURES OR HAROSCAIPING. VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. PUSH SEALING PLUG INTO BASE SOCXET
SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR PUSH WIRES TO END OF BASE SOCKET TO ASSURE
2. INSTALL VALVES 11 KANT REDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. CORRECT VALVE SEQUENCE.
PRESSURE SUPPLY 'L ). /LACE VALVE IDI AT R1.GHT ANGLES TO STRUCTURES OR HMDSCAPING. S. RUN ONE EXTRJI WIRE (COLOR: ORANGE) TO FARTHEST RCV - FOR FUTURE USE. COMPLETE SEALI`EG Or CONNECTION
LINE FITTING 4. PLACE AGGREGATE PRIOR To INSTALLATION Of VALVE arE 101. -
L------PRESSURE SUPPLY LIn S. ATTACH 'CMRIST7• VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND _ RAINSIRD SNAP-TITS WIRE CONNECTOR
VALVE NLMA , TO CONTROL VIRE. MANUFACTURERS' PH. 11 (213) 724-0450
REMOTE CONTROL VALVE WITH
QUICK COUPLING VALVE WITH METAL STAKE SHUT-OFF A MASTER VALVE AUTOMATIC CONTROLLER WIRE CONNECTOR
V LVE & UNION/
GENERAL NOTES
1. ALL LOCAL MUNICIF•AL AND STATE LAWS. RULES AND REGULATION., GOVERNING
• DO NOT WILLFULLY INSTALL ANY EQUIPMENI AS SHOWN ON FLANS WHEN I1 IS • WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE • THE IRRIGATION SYSTEM SHALL HE FULLY GUARANTEED FOR A PERIOD OF ONE
OR RELATING TO ANY PORTION OF THIS WOR) ARE HEREBY INCORPORATED INTO OBVIOUS IN THE FIELD THAT UNI.NOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE CITY'S AUTHORIZED REF•RESENTATIVE SHALL PERFORM A (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS OR POOR WORIMANSHIP
AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL EVIDENT AT THE TIME THESE FLANS WERE PREPARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE REPLACED OR CORRECTED BY 1HE IRRIGATION CONTRACTOR AT NO DESCRIPTION OF REVISION DATE CITY
BE CARRIED OUT BY THE CONTRACTOR. SHALL HE BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORk. REQUIRED TO CORRECT
ADDITIONAL COST TO THE CITY. APPROYFD
REPRESENTATIVES PRIOR TO ANY WORT OR THE IRRIGATION CONTRACTOR: SHALL ANY INADEQUACIES OF COVERAGE AT HIS OWN COST.
2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY By • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF CITY OF RANCHO CUCAMONGA
UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WOFO.. THE THE CITY • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION 08o) DAYS AND SHALL WATER ON A DAILY BASIS.
LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE FLANS OF ON-SITE INSPECTIONS WITH G. L. MOTSHAGEN & ASSOCIATES
ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE FLANS AND INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFLCATIONS. (714) 557-9989, (619) 239-8262 TO BE SCHEDULED AT THE FOLLOWING TERRA VIS T A
ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND STAGES OF INSTALLATION:
ARCHITECT. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. • INITIAL PRE-JOB MEETING WITH THE CITY, AND LANDSCAPE ARCHITECT. P`\tUhNIA LA CHURCH CHURCH ST= MEDIAN PM 11341
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTOR Jv �� M. SAc
REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORT OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY IRRIGATION DETAILS��
CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE. ALL DAMAGE RESULTING SECTION. TRENCHES. THE CITY'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. O �'
FROM HIS OPERATIONS OR NEGLIGENCE. : =A �
� UC. NO. 1283 .
• THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. • 117 VOLT ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE 20. y LEWIS HOMES
3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE
ARCHITECTURAL PLANS BEFORE BEGINNING WORK. MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE • FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR RESPONSIBLE FOR FINAL CONNECTION TO EQUIPMENT. DAT APPROVED BY E DATE11/1 f
AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORT' PER THE 22397
4, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. FLANS AND SPECIFICATIONS. • ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COF'F'ER CITY ENGINEER RC.E No.
PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK:. OF N14 DIRECT BURIAL TYPE. USE BLACK.: INSULATED WIRE FOR PILOT AND �lq f OF CAODES+GN REC,,MME;NOED
• THE CONTRACTOR SHALL PROVIDE TO THE CITY , UPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE �-
5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORM TO BE THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 45 INCH Land Concern, Ltd.
EXPENSES, WITH THE CITY'S AUTHORIZED REPRESENTATIVE. VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WAL1:-THROUGH. INTERVALS. F'ROVIDETWO EXTRA PILOT WIRE TO THE END OF THE F'IF'E RUN
IRRIGATION NOTES COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST 2 FEET OF THE DRAWN T7. O EAST DEERE AVEI'll;F sHEE T
CITY"$ AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION FLAN INDICATING ALL SYSTEMS-AND THEIR WIRE AND LEAVE IN VALVE BOX. SANTA ANA CA 92705
• THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS AP'P'ROPRIATE SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED � PHONE (714)250- 4822 __3—OF
FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. NOTES CONTINUE • CHECKED _ RCE NO ORAjIN�,oNNO
AREAS AS NECESSARY. Lam'/. DATE FILE NO
SHEET q OF 13
:
NOTE: NOTE
1. LOCATE HEAO 6" FROM WA',KS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND
1. LOCATE HEAD 6` FROM WALKS, CURBS. HARDSCAPING, MOW STRIP, HEADER BOARD, AND EDGE OF LAWN.
1/2' ABOVE FINISH GRADE EDGE OF LAWN.
H1-POP SHRUB HEAD 2. LOCATE HEAD 6" FROM ALL STRUCTURES. 2. LOCATE HEAD 12" FROM ALL STRUCTURES.
FINISH GRADE 3. USE TEFLON TAPE ON ALL MALE THREADS. 3. USE TEFLON TAPE ON ALL MALE THREADS.
40
id 1, - LA
4 IER NSTALLTHE IEADGATIONS TH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS
I�III .$i'll�
I ; POP-UP TURF ROTOR
FLUSH IN SEED
POP-UP TURF HEAD 1" IN SOD
-' 1/2" IN SOD V IN SEED FINISH GRADE
— FINISH GRADE
Ell � IJ�ii
rt-Y' 4
_ t-���; � � li� I1 � 1 1` 11��1� III -II � +�
a
lj j�. I i,J
�--
NOR-PRESSURE LATERAL =-
LINE I FITTING
—
MARLEX 900 STREET �
IIp
ELL
X:
SCH 80 PVC NIPPLE MARLEX 90• STREET ELL SCH 80 PVC NIPPLE
MARLEX 90• STREET ELL (MINIMUM 6" LONG) (MINIMUM 4' LONG)
� � SCH 80 PVC NIPPLE
SCH 80 PVC NIPPLE TYPICAL (2) PLACES SCH 40 PVC TxT 90• ELL
(6" LONG) SCH 40 PVC TxT 90• ELL
SCH 40 PVC 900 STREET ELL
MARLEX 900-STREET ELL
SCH 80 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE b FITTING
ANTI-DRAIN VALVE AS REQUIRED
ANTI-DRAIN VALVE AS REQUIRED MARLEX 900 ELL
NOTE: MARLEX 900 STREET ELL
1. LOCATE HEAD 2' FROM WALKS, CURBS, HAROSCAPING, MOW STRIP, HEADER BOARD, AND NON-PRESSURE LATERAL LINE a FITTING
EDGE OF LAWN.
2. LOCATE STREAM SPRAYS 6' FROM All STRUCTURES, AND SPRAY HEADS 12' FROM ALL
STRUCTURES IN SHRUB AREAS BUT 6' FROM ALL STRUCTURES IN GROUND COVER AREAS.
3. USE TEFLON TAPE ON ALL MALE THREADS.
HI -POP SHRUB SPRAY POP-UP TURF SPRAY HEAD POP-UP TURF ROTOR
PIN
I
I
�"e
>'e '
'SNAP-TITE'
ELECTRICAL 1' IN TURF AREAS
-- CONNECTORS G�l�.CONC. , VALVE BOX --
__ WITH 2-6' EXTENSIONS AND 2' IN SHRUB AREAS
/ MVAL
FINISH GRADE LOCKING
UAL OVER. BY AMETEK FINISH GRADE
COMMON WIRE - - _ SENSOR UF14
— COMMON WIRE m"CONTROL VALVE
CONTROL-- X X X X WATER-PROOF 110
— KAM
— — EXTENSION
-CONTROL WIRE BURY WITHIN CONNECTIONS III — — JUMBO BOX
WIRES
ROOT SYSTEM
— —III
5 PIPE —
CALSENSE BLACK
DIAMETERS RS -- RED --� 10 PIPE DIAMETERS
_
I E
\ ANY LENGTH —L- - 7 �1 �s
14 AWG WIRE = I I I /19�9'�• /!�'9'f. ~— FLOW
-- WATER FLOW IN TO SENSOR
MAINLINE
d 4 0 /�• d� �%�' /lA
EXTENSION
PRESSURE MASTER FLOW BACK-FLOW WATER a
REDUCING VALVE SENSOR PREVENTER
M � M �ER
M0 6' MIN.
VALVE FrG
�v
I PEA GRAVEL
-#74*-2r qz3o'. a
0 „ DRAIN SUMP'Al.O
CALSENSE
RENDITION OF TYPICAL
CONTROLLER INSTALLATION CALSENSE SENSOR INSTALLATION CALSENSE FLOW SENSOR INSTALLATION
DESCRIPTION OF REVISION DATE CITY
NOTES CONTINUE: APPROvfO
• PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE FIFE • ALL SPRAY HEADS ADJACENT TO SIDEWALKS. CURBS, DRIVEWAYS. OR OTHER CITY OF RANCHO CUCAMONGA
AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL LINE. TRENCH HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APP'ROP'RIATE POP-UP BODY \E Q041A bi*
BACKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SPECIFIED ON THE LEGEND AND SET FLUSH WITH THE FINISH GRADE. O P� M- SA ��� TERRA VISTA
PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR
` CHURCH STS MEDIAN PM 11341
SHALL PERFORM REQUIRED REPAIRS AT HIS OWN EXPENSE. • INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF
kADIUS FOR THE AREA TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE IRRIGATION D E T AIL S ,
• ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A FVC SCHED. 40 SPRAYING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW UC, N0. 1283 R,
SLEEVE WITH 36" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE. Q• -ni
ON PLANS AND INSTALLED PER DETAIL. • PRIOR TO BACY,FILLING IRRIGATION TRENCHES:
DAT
• ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER LEWIS HOMES
C)�
AREAS WHENEVER F'OSSIBLE' AND WITHIN 18" OF THE HAkDSCAPE. ALL QUICK • ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED ATIt A
COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 8" 125 PSI FOR A PERIOD OF SIX HOURS. ANY LEAKS FOUND SHALL BE q E OF CAtAPPROVED BY � AT E: d
DIAMETER GREEN PLASTIC VALVE BOX. CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING
NEW MATERIAL IN ITS PLACE. CITY ENGINEER RCE NO. :12397
• ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC PIPE SHALL BE DESIGN RECOMMLN ED
�j /
MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND 'Y-ILand Concern, Ltd.
COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE.
• CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW
DRAWN 1750 EAST DEERE AVENUE SHEET-
�y �J
HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. SANTA ANA CA 92705 Mfg/J PHONE (714)250- 4522 —OF
PHONE
CHECKED DRAWING NO
_ RCE NO
DATE FILE NO J l (��•
SHEET /o OF /3
&too. c. gAeA44 rf_�70 &01 4 MAf>jr-,�Z f � •
p - _ - -- -
� STS" U4Nr
F �
�
4
5TM 4
N �� 0
L-
'��
4' 8
CHU srAMPW
STREET
. .-��: i� 1. - `r T --s•r ):� s�. - 7.i�_ __ r.s-- _ 1 _-'-'i---rr.'_r_- _ ��-t �__1 _ r i . , ,
12z. 1 •
449
15
7-
-- -- -- - -- — — RANCHO SAN ANTONIO MEDICAL CENTER �
P.M. 113 41
SCALE 1':20'
�s
SOIL AMENDMENTS
FOR TURF AND GROUND' COVER PLANTING, THE FOLLOWING AMENDMENTS
SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A
MINIMUM 6" DEPTH BY MEANS OF ROTOTILLER OF EQUAL:
AMT./1000 -SQUARE FEET t
6 CU. YDS. MTROUN STABILIZED ORGANIC AMMENDMENT
DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR
CEDAR SAWDUST wo
15 LBS. 12-12-12 COMMERCIAL' FERTILIZER A4�
THE BACKFILL MIX FOR USE AROUND THE ROOTBALL OF CONTAINER-GROWN
TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: j PM:a 1841 E 114q;jllNN
6 PARTS BY VOLUME ON-SITE SOIL
�. WL
4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT �o��
1 LB. 12-12-12 PER CU. YD. OF MIX _
2 LBS. IRON SULFATE PER CU. YD. OF MIX KEY MAP Li 10. 1m ^'
THE ABOVE MATERIALS SHOULD BE THOROUGHLY BLENDED PRIOR TO USE FOR KTP
BACKFILL PURPOSES. P' '
TREE LEGEND IrOF
LAB WORK PERFORMED BY SOIL AND PLANT LABORATORY, INC. . SANTA ANA . SYM. QTY. SIZE BOTANICAL NAME COMMON NAME 0.(, .
PLANTING LEGEND OFFICE (714) 558-8333. LAB /98125 ON 3/27/87 FOR LEWIS HOMES.
TERRA VISTA. MG6� 15GAL. MAGNOLIA GRANDIFLORA SAMUEL SOMMER 20� CITY
• ESP. ESPALIERED
"SAMUEL SOMMER" DESCRIPTION OF REVISION DATE APPROVED
GAL. GALLON CONTAINER
G.C. GROUND COVER
HT. HEIGHT CITY OF RANCHO CUCAMONGA
L.A. LANDSCAPE ARCHITECT FOR ALL FINISH GRADE REOUIREMENTS TERRA VISTA
L.C. LANDSCAPE CONTRACTOR SEE PRECISE GRADING PLANS PREPARED BY
MIN. MINIMUM "5N. i MOUNTAIN
ASSOCIATES
SHRUB LEGEND � � T ME AN M � �4 -
M.T. MULTI-TRUNKED 6�6 N. MOvrrTAtN AYE. #10 5 �� RCN, S R1 �P �l 3 1
O.C. ON CENTER UPLAND CA 946-2949 SYM. QTY. SIZE BOTANICAL NAME COMMON NAME O G
RWD. SELECTED PLANTING KEY PLANTING PLAN
S.L.A. SELECTED BY L.A. EF 11-'- -5GAL. ESCALLONIA HYBRID DWARF ESCALLONIA � PLA
SPEC. SPECIMEN G� "NEWPORT DWARF" LEWIS HOMES
3. {SP EAD WNJ D COVER LEGEItf )
PTW 167 5 GAL. PITTOSPORUM TOBIRA WHEE LERS DWARF $ APPROVED 8Y: � DATE: �� /3
"WHEELERI"
NOTE: j SEE PLANT LISt OR - -- CITY ENGINEERLR.C.E. NO.
ALL SHRUB AREAS TO BE UNDERPLANTEO.W/11.,�gteD Cli�Mt��l� LT LEGEND TJ 35� I GAL. TIACHELOSPERMUFI STAR JASh1TN� 1>�
WHITE GAZANIA X12" O.C. TRIANGULAR' SPACING. OF PLANT MATERIAL
JASMINOIDES DESIGN RECOMMEN D
NOTE: REFER TO SHEET FOR GALLON OR BOX SIZE fH Land Concern, Ltd
PLANTING DETAILS a SHEET 45 MIM 10 p 5AW 44. ORIAL
TITY AF PLANT DRAWNFOR PLANTitIG SPECIFICATIONS. 175fi.EAST DEERE AVENUE .S►+f EPLACEMENT OF TREES SHALL BE t � SANTA ANA CA 92705,
APPROVED BY THE CITY INSPECTOR. PHONE (l 14)250--4822 of- --
- CHECKED R.0 E NO DRAWlfiGGj NO L-
DATE FILE NO
SHEET // OF- 123
I
i
• IREVAIIING MIND
•
i
TURF
FOR ALL FINISH GRADE AEOUIRMENTS
2X6 CEDAR ORS E
SEE PRECISE GRADING PLANS PREPAIEDB1'
MADOLE • ASSOCIATES I G
646 N. MOUNTAIN AVE. f 105 Z-GIrIG,� 7T S �oUBLE STAKING c 2X4 XI2 E SPACE AS NEEDED
UPLAND CA 946-2949 FERTILIZATION 16' Y.I.T. TWIST BRACE FLANGES SCREWED TO ..
GROW POWER TABLETS PER NFGS. LODGE POLE STAKES PITH GAL VAN I Z E 0 lye WOOD SCREWS
y G 2' DIAMETER LOOGEPOLE ?IRE STAKES 10' LONG (2)
I WITH WOOD PRESERVATIVE STAIN, STAKE A MINIUM
PER PRECISE GRADING PLANS OF 11' INTO UNDISTURBED SOIL AND ALIGN STAKES
- PARALLEL TO CENTERLINE OF STREET. (USE 12'
STAKES FOR EUCALYPTUS) LODGEPDLE TO BE TREATED
TREE TRUNK ARBOR GWQ$ N GRAVEL BACKFILL
E IN TURF AREAS
71 J FINISHED GRADE
I C'�(�yy z o • h DEEP ROOT OR EQUAL CONTROL PLANTER
1! �,�� p 1 p 1 P 22-29-18 P (MERE REQUIRED OR APPROVED EQUAL
D� ,✓ t�
BACKFILL FREE OF ROCKS 7 IN DIAMETER OF
7' _if GREATER
L ROOT BALL 01 mu"
TYPICAL ml t4
_ ACITY TREE STAKING WQGD HEADERECTIQN
PLAN VIEW
CURB Stacked Bond Granite Setts
�rirov> {�� � �u SCORE AT 20'1 .ALS i
VWMUTED JOINTS 1 BULLNOSE EDGE
;.. � = i
Zoll , '+% INISH GRADE/AMD. COVER
a / STAMPED "BOMACROM" PATTERN STACKED SONO6RANI
GoaC SETTS =41K AOTVMM� _ BY L.N.SCDFMU CO. !� _ i I �T ill f+ �4-- #3 REBAR CONTINUOUS
COLOR ctm
T�111T
PAVEMENT _— III
B { • yr• .
ti d _1A .._ • T — :,:.:�J s�:.` ;. - --.SATURATE AND COMPACT
EQUAL SUBGRADE TO 90% PRIOR
TO POUR
NOTE:
0.
- 1. All SHRUBS/GROUND COVER TO BE PLANTED AT EQUAL SPACINbTRIANGULAR, UNLESS
('D OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.
I I
PRE-SATURATED COMPACTED SUB-" SAID OR
BASE MATERIALWILL BE REQUIRED AS DIRECTED GROUND
BY ENGINGINEERER., IF SOiI IS EXPANSIVE. C
_
CSTARAPED CON RET s �A � rNGGNC . MSW S R1
3' BERM TO FORM DEPRESSED
WATERING BASIN
� STRING # r2,GAUGE WIRE BE . N SCREW
F, FYE BOLTS HORIZONTAL
i 1 _ /8 " SCREW E :,ULT WITH
(56pt-1S I /2 L E A D E ,, IELD IN PRE -
'GROW-►OWER• PLANT TABS PER I D R I L L E D ( 9 REQUIRED )
==, MANUFACTURER'S RECOMENDATIONS
BACKFILL MIX PER SPECIFICATIONS
��► _
-\v_
fifi CONTAINER PLANT ROOT BALL
PlA#IT PIT TO BE (2) TIMES THE � d � — — - ----
WIDTH OF THE ROOT BALI i 12"
BELOW THE BOTTOM OF THE ROOT �T`y� ` = ADD EYE BOLTS FOR
BAIL ; , _ C:) FUTURE USE.
NATIVE SOIL
• ]•
NOTE: . . '.
1. UNTANGLE MATTED ROOTS BY LOOSENING All ROOTS AT EDGE OF ROOT BALL WITH WATER
FROM HOSE. DO NOT CRACK ROOT BAIL. T T A C H VINEf GREEN IJ U R S E R Y T A P
2. PLACE "GROW-POWER" TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSERVATION VINE LOCATION
PURPOSES.
SHRUB AND VINE
INE ATTACH T
PLANTING TG WALL&TANDARD
city of rancho cucamon�s DRAWING bol
t slogwkl.R CITY
DESCRIPTION OF REVISION OATS APPROVED
o • YtTEM�- +
AggIsIA L CITY OF RANCHO CUCAMONGA
�-' �w� TERRA VISTA
� 'r. TERRA
M 11341
_ W Lx No. Im CHURCH ST. MEDIAN P
socr.Au ``+�. +�• ?.o•p� y
DAT[ CONSTRUCTION DETAILS
S.L. --- \\v .
DrAw APIP"GAICH co-)
of �� � LEWIS HOMES
s s
s' APPROVED BY DATE:
2 397
CSTftKl E
CITY ENGINEER RCE N0.
1:62%
'••' stem. DES!GN 7fillfl _
n
Land Concern, Ltd. _
TREE PLA � P M E N T DRAWN 1750 EAST DEERE AVENUE SHEE T
SANTA ANA CA 92705 s_
PHONE (714)250-4822 °i
CHECKED DRAWING NO
RCE NO
DATE FILE NO —
SHEET
O SHEET OF 13
CONCRETE IRRIGATION f "' t n' '°n' ' t", "If-- " _, l-, ",, �t S.STAKING MATERIALStering --
1 SCOPE
In to ped and tested for operation in accordance with deslyn B At the end of the 180 day maintenance Period all rabasins
1. 'S COPE + requirements under normal operating pressure. Contractor shall A. Tree staking shall be is per detail. In lawn areas shall be leveled to finish grade and the area
Furnish and install all concrete work complete as indicated on the Furnish all materials, equipment, services, supervision, transportation,
we
n es head pressures n th•p Itot ire. tube and adjust valve to
drawings and specified including: and labor necessary to perform all irrigation Work complete, including: correspond with design pressure. shall De Sodded with the specific i
drawings and specifications. service manuals, record drawings, loose B. Ties for holding trees shall be as per detail.
9 D. �rinklers 1S. WATERING
A. furnish and set all reinforcing steel, bolts, and anchors. equipment, guarantee, materials, and installation. 10.GRADING AM SOL PREPARATK�11
B. Install all items required reinforcing
other trades which are to s. cast into eq2. DRA,WNGS ANO SPECFICATIONS (1) All nozzles on stationary pop-up sprinklers shall be tightened A. Iymmeans Immediately after planting,water
shall
shall be.applied to each tree
after installation. All sprinklers having an adjustment stem
A. Contractor is to finish grade to within 1/IOtA of a foot or 1' by weans of a hose. The water shall be applied in a rtherroo
concrete. A. The intent of the drawings and spe:,fications is to indicate and shall be adjusted on a lateral line for the proper radius, below paving mere paring exists. stream to the planting Noses until the material the about the roots
is completely saturated from the bottom of the hole to the top
specify a complete and efficient sprinkler irrigation system.. diameter and / or gallonage. of the ground.
C. Concrete wow strips, footings for calls, fencing, benches, etc., B. Moisture Content - the soils shall not De corked earth the •
where applicable. B. Plot dimensions are approximate. Contractor shall carefully check (2) Sprinkler heads and risers shall be installed according to moisture content is so great that excessibe compaction will S. Plants which cannot be watered efficiently with the existing
and verify all dimensions and shall vapor[ any variations to City- details. occur, and not when it is so dry that dust will form in the air
Z. GENERAL or that clods will not break readily. Vater shall be applied if water system Shall be watered by weans of a Nose.
All requirements of subsection 3.31 standard s C. Due to the scale of the drawings, it is not possible to indicate all E. Valves necessary to provide ideal moisture content for tilling and for
specifications for offsets, fittings, etc., which may be required. Contractor shall - planting. C. Apply water in sufficient quakeep
grow, and as often as seasonal
Public Works construction, shall apply except as specified herein. carefully investigate the structural and finished conditions conditions require, to keep the ground wet at all times, well
(I) Remote control valves shall be adjusted so that the most remote Dilor the root system of grass and planting. tare is to be
affecting all his work, and plan his work accordingly. Drawings are sprinkler heads operate at the pressure recommended by the head C. Preliminary Grading - Preliminary Grading shall be done in such taken in watering slopes s0 as not to cause erosion damage.
.1. MATERIALS generally diagrammatic and indicative of the work to be installed. manufacturer. Remote control valves shall be adjusted so a a wanner as to anticipate the finish grading. Excess soils
The work shall be installed in the most direct and workmanlike uniform distribution of water is applied by the sprinkler heads shall be removed Or redistributed before application of D. Following the planting of ground cover plants furnished in
A. Portland cement shall conform to ASTM-C150, Type I or Type I1. manner, so that conflicts between sprinkler systems, planting and to the planting areas for each individual valve system. fertilizer and mulch. Where soil is to be replaced by plants flats, each plant Shall be immediately and thoroughly watered by
architectural features will De avoided. and mulch, allowance shall be made so that when finish grading weans of a hose with a slow-running stream of water.
S. Concrete aggregate shall conform to ASTM-C33. .1<.SERVICE MANUALS (2) Quick coupling valves shall be set approximately 12" from walks, M s begun, therelshalllbe no deficiency in the specified depth 1fa.TREE STAKNG
curbs, headerboards, or paved areas where applicable. Vertical planting
C. Vater shall be clean, free from strong acids, alkali, oil or organic Contractor shall furnish two (2) service manuals to city. Manuals maybe positioning of quick coupling valves shall be such that sleeve Stake all non-guyed trees at time Of lantin b Dl acs
matter. loose leaf and shall contain complete exploded drawings of all equipment top will he
be flush with tree settled finish rade as determined D. Weeding - Before and during preliminary and finish grading, all9 Y D 9 u req stake to t
p 9 g prepared hole and driving it 18' into solid ground. Plant the tree a2
installed showing components and catalog numbers together with the after the turf is established and 3" above grade in ground cover weeds and grasses shall be dug out by the roots and disposed of close to the stake as possible without crowding the roots. Fasten the
off site except those weeds and grasses not of the perennial tree to the upper end of stake in at least three place: using X-It tree
D. Admixture for all formed concrete shall be SIKH Chemical Corp's manufacturer's name and address. Additional sheets shall cover operation areas.instructions simple enough to be understood without specialized ltype, less than 2-1/2" high and not Dearing seeds, which may ebe d
braces.
"Plastiment" or approved equal, applied in strict accordance with
F. Valve Boxes turned under). Oats more than 2-1/2" high and not bearing seeds
manufacturer's directions.
knowledge. -- - may be turned under. Perennial weeds and grasses to be removed ft,ESPALIWIING
VMS
E. Reinforcement: reinforcing steel ASTM-0.15 and ASTM-A305. (1) Valve boxes shall be set one-half inch (1/2") above the include, but are not limited to, the following: All trellises and stakes are to be removed from plants and the plants
Viinforcnm: AST reinforcing
4.RECORD DRAWINGS designated finish grade in lawn areas and two inches (2") above
Contractor shall procure from CITY , a mylar transparency of the finish grade In ground cover areas. Nut Grass Puncture Vine Dallas Grass Mustard Plant shawl be fastened and trained against fences or walls as directed by the
C11 w.
F. Forms sprinkler layout and mark the exalt "as built" arrangement including Alfalfa Johnson Grass Vire Weed Morning Glory
� Lumber shall be "construction grade" douglas fir. locations of all equipment installed. Locations shall be shown from St. Au ustine Grass
TES
(2) Plywood used for forming shall be at least 5/8" thick, and edge (2) Valve poxes installed near rales, curbs,Top heade
and 9
sealed. easily indentified permanent features sych as sprinkler heads, buildings paving shall em 4-6" from those items. Top surfaces shall Dt 1.C�iTFiCo any
and Walks. The "as built" drawings shall De drafted employing a flush with items listed above. E. All planting anal Shall be scarified to a teeth of 12 steres
competent draftsperson. After final inspection and before final payment, below grade with the spacing Of the ripper teeth no greater than In addition to any Other certificates Specified, Contractor Shall furnish
G. Expansion joint filler shall conform with ASTM-01751 (premolded). G. Automatic Controller Location and Installation 12 inches on center prior to placing conditioner and a quancerttity,
and with each delivery of bulk he mater, stating the source,
the mylar shall be delivered to city. - __ --- ---- ----- uantit and C
fertilizers. All rock and debris more than 2" in diamter shall q Y. type of material and that the materia conforms to t
4. CONCRETE he
(1) The automatic controller shall be installed at the approximate be removed from the site. cerci fiat ton requirements. For bulk de love red orator pe percent er.
tge
certificate shall also state the volume, net weight, percent o1 Nitrogen
S.LOOSE EQUIPMENT location shown on the Ian.
p and percent of Phosphoric acid. For each fertilizer and soil
A. �ualntj loose sprinkling eV„,Drt,ent, operating keys and Spare Darts will be F. Trenches - If sprinkler system is installed after grading and
furnished by the Contractor in plans or in (2) All local and other applicable codes shall take precedence in er>�tiTizing is completed, the upper portion of the backfill conditioner, to gcontainers,qua a similar certificate of invoice shall be
quantities as shown on furnished stating total quantities by weight and volume for each
(1) Contractor assumes responsibility for the design mix and
connecting the 110 volt electrical service to the controller. shall be retilled and fertilized to the depth specified for the material. These certificates shall be submitted to the L.A. and city
gpdrdxpePS the specified U1L1mdoP strength as 1md1CdLPd Or Spec of aCd[10nS.
City shall provide Dower to controller. Contractor shall arvz required, to conform to the specifications.
GUARANTEE complete hook-up to controller. 1 1.FINISH WADING prier I rho start of the maintenance period.
specified herein. 6.
(2) Concrete, minimum 28-day ultimate strength shall be 2000 psi. ZZ•PROTECTI
(3) Ready-mixed concrete shall conform to ASTM-C94. A. The entire sprinkler system shall be unconditionally guaranteed by (3) There shall be adequate coverage of earth (18" minimum) over the Lontractor shall carefully and continuously protect all areas included in
Contractor as to material and workmanship, including settling of . 24 -volt control wire. Install wire in trench and tape to main When preliminary grading, including weeding and fertilizing, has been the Contract, including plant materials, fences, supports, etc., until
backfilled areas below grade for a period of one (1) year following lines on under pipe at 10' intervals. complete and the soil has dried sufficiently to be readily Worked, all final acceptance of the work by the L.A. and city.
B. D__9p _ ns and Consistenn j the date of final acceptance of the work. lawn and planting areas shall be graded to the elevations indicated on
(1) The proportions of aggregate to cement shall provide a dense H. Control Wire the drawings. Grades not otherwise indicated shall be uniform levels or
mixture which will readily work into all corners of the forms B. if within one year from the date of completion, settlement occurs, slopes between points where elevations are given. Minor adjustments of
and around all reinforcements without any segregation of the
and adjustments in pipes, valves and sprinkler heads or paving is (1) All electrical equipment and wiring shall comply with local and finish grades shall be made at the direction of the city, if required. Z•3.MAINTAINCE
materials, cause excess free water to collect on the surface or necessary to bring the system or paving to the proper level of the state codes and be installed by those skilled and licensed in
permanent grades, Contractor, as part of the work under his contract, the trade. Finish grade shall be a smooth, even and uniform plane without abrupt A. Contractor shall maintain a sufficient herein of men and
cause excessaDle bleeding of the forms. adequate equipment to perforin the applying
herein specified. Plan
shall make all adjustments without extra cost to the city, including change of surface. Soil areas adjacent to buildings to allow a natural
recommended ractg.ces of the American Concrete Institute the restoration of all damaged planting, paving or Other improvements (2) Connectingand splicing of wire at the valves or in the field run-off of water, and surface drainage shall be directed as indicated on caring for Work shall consist of drove water, andWeetree
(2) the econme D D 9 caring for plants, Including grovndcovers, shrubs and trees,
shall be followed in all applicable procedures. The maximum of any kind. - shall be made using a RainDerd snap-cite connector. the watdraer.
by remodeling surfaces to facilitate the natural "run-off" edging, aerating, and mowing of lawns, fertilizing and control
slump shall not exceed three (3) inches for footings, slabs Of weer. LOW spots and pockets seals be one Inch below grade of
ongrade, and mass concrete five (5) inches for foundation walls. C. Should any difficulties develop within the specified guarantee period J. Backflow Prevention Units adjacent payment of any kind. Grading snail be done when soil is at of pests and diseases.
which city feels may be due to inferior material and/or workmanship, optimum moisture content for working.
C. Control these difficulties shall be immediately corrected by Contractor to The backflow prevention units shall be installed as shown on Plans B. Damage to any planted area shall De repaired iashall the
the satisfaction of the city at no additional cost to the city, and Details. Depressions caused ed vehicles or foot traffic shall be filled
The concrete quality, proportions, consistency, etc., is subject to _ including any and all ether damage caused by such defects. 1'1.METHOD OF PLANING AND WORK with topsoil, leveled, and replanted. Exterminate gophers and
� ♦�kn�f+wDe CONSTRUCTION
moles, and repair damage.
approval of Owner• and no changes shall be made without his prior 7.MATERIALS LANDSCAPE CONS RU 1 ION A. No planting shall be done until alt operations incon,juncti on
rrlLCen approval. with the insLdl IatIon Of the sprinkler System ha we been C. The entire project Shall be maintained for • period Of 180 days
A. P_ipe__and_ Fittin�S 1. SCOPE completed, final grades nave been established, the planting areas Comment:Ing from the time all items of work have been complete to
S. FORMWORK The work of this section includes all labor, materials and equipment have been properly graded and prepared as specified, and the the satisfaction of L.A. and city.
(1) Brass- Brass l be shall be IPS Standard decant 851 Red hress. work approved by the city.
A. Form for concrete work shall be either metal or rood. Forms that i�ngs shall De with standard 125 pound cast bronze threaded required to complete the Bork indicated on drawings. The work shall be D. The project shall be cared for in a neat, clean condition at all
are warped or that do not have a smooth straight upper edge shall not fittings. performed in accordance with the best standards of practice relating to
be used. Forms shall be set with the upper edge of the board true to the various trades and under the continuous supervision of a competent B. The relative position of all trees and plants is subject to t""As [n the satisfaction of city anA L.A.
line and grade and shall be Staked rigidly in place with stakes set (2) DVC Conduit- Pipe that is used for control wires shall be PVL foreman, capable of interpreting the drawings and these specifications. approval by the City and shall, if necessary, De relocated as 24.LAWN MANTANCE
not more than four feet (4') apart so as to remain immovable conduit Schedule 40, Type 1220. All wires under paving shall be The work included in this section is as follows: directed as Dart of the Contract.
throughout the construction. All forms Shall be approved by Owner installed in DVC conduit.
within a tolerance of one percent (11). All materials shall be Finish grading for planting, soil presparation, fertilization, planting, C. All plants shallbe removed from tsame container and set so Voter ft - Water every My once per day for two weeks ant
accuratelyand separately weighted and mixing shall continue until (3) PVC Normal Impact Pipe-type 1220 (PVC Schedule 40 6 BO including lawn, maintenance, inspection and certifications, guarantees, that, when settled, they hear the same relation to the required per week. gradually resu..e frequency of watering to three tires
the distribution of material is uniform and the mass of concrete is a Type 11 Grade I High impact pipe clean-up, staking, guying, and esparliering, miscellaneous allowances. grade that they Dore to the natural grade before being per weer. Contractor zn.,ll continue to maintain the Warn until
transplanted. Each plant shall be planted to the center of the final acceptance by the �.A. and city.
pit and backfilled unless otherwise specified, with the prepared B. Fertilizing - Apply 16-6-8 at the rate of 5 pounds per 1,000
homogeneous. L APPROVALS soil. No soil in muddy condition shall be used for backfilling. square feet three Weeks after installation and rater immediately
(b) Outside diameter of pipe shall be the same size as iron
B. Two and One-half (2 1/2) gallons of rater per cubic yard, shall be pipe. No filling will be permitted around trunks or stems. All broken
withheld from the mix at the plant, and all or a portion may be added
to the mix at the job site as directed by the inspector. The (c) Pipe shall be marked at intervals not to exceed 5' with A. All sprinkler work shall inspected and approved prior to the start of or frayed roots shall be properly tut off. thereafter.
concrete shall be mixed at least 5 m nutes after such water is added the following information: Manufacturer's name, nominal any work.
and not less than 3 minutes of this time shall be immediately prior size, PVC type and rade (i.e. 1220) schedule, NSF approval D. L.A. and/or city shall supervise the placing and planting of all nseases est Control - Two weeks after tnsta Matin of lawn,
y g plants.
to the discharge of the batch. Total mixing time after adding and commercial standard designation CS 207-60. B. Prior to excavation for planting or placing of stakes, locate all aDD jY a g ramsdr mercurial fungicide of 1.81 mercurous chloride
original water shall De at least 15 minutes. utilities, electric cables, conduits, sprinyler lines, heads, valves, as per manufacturer's recommendation.
and valve control wires, and all unlit lines s0 that proper E. In the event that underground construction work Or Obstructions
(d) PVC schedule 40 shall not be threaded. Y D D
C. Concrete which is not placed within 90 minutes after the introduction precautions may be taken not to damage such improvements. In the are encountered In the planting selected
operation, alternate operation rotary - The lawn shall be mored at a height of 1-1/2" With a
of cement and water• and concrete which has stood for 30 minutes "(e) Fittings shall be PVC Schedule 40, Type 11, NSF approved. event of a conflict between such lines and plant locations, promptly for plant material Petr De selected Dy L.A. and my operation rotary mower, ct grass with rollers, before it reaches 2' in
after leaving the mixer, shall not be used. notify the City Inspector who shall arrange for relocation for one will be done at no extra cost to City. remove. Collect grass clipping during wiring operations and
_ or the other. Failure to follow this procedure places upon remove frau the site.
a. CONVEYING AND PLACING (4) PVC Pressure Rated Pi T It 1220 (PVC Class
71 Pressure
1120 PVC Schede a 40 Contractor the re5pFailure t for, at nit own expense, making any and IS.PLANTING OF
After each cutting, the edge of the grass snail be trimmed to a
all repairs for damages resulting from work hereunder. A. Position plants In locations indicated on drawings and secure neat and uniform line. The lawn edges shall be maintained
A. Before pouring, all forms shall be thoroughly cleaned and made tight. (a) Type i Grade 11 Pressure Rated Pipe.
I The bottom of trenches shall be wet down before pouring footings; ,T.QUANTITIES AND TYPES indicated.approval before excavating pets, making necessary adjustments as ^eat y - a times.earth shall not be muddy at the time of pouring. Concrete shall not (b) Materials shall meet the requirements set forth in ASTM 25, AM SH"AREA MAXTAINCE
be placed until reinforcements, rough hardware, and forms are D1784-60T. Plant materials shall be furnished nn the quantities and/or span ng d5 B. All pits for trees shall be dug Square with bottoms level, the
approved by Owner. shown or noted for each location and shall be of the species, kinds, length of sides and depth equal to two Ames the diameter of the A. rate n ng - new planting snail be watered once per day for twu
(c) Outside diameter of pipe shall be the same size as iron sizes, etc., as symbolized and/or.desc r bed in the "Plant Material tree ball. Compacted soils at sides and bottoms shall be Tay weeks after installation,wee Reduce watering to every Other
pipe. Legend", as indicated on the drawings. The L.A. has prepared this list loosened by scarifying or Other approved method. Pits shall be day for the next two (2) weeks. Water thereafter three (7)
B. Before depositing reed concrete against old concrete• all a mbeddance only as a convenience to Contractor and assumes no responsibility for Its backfilled with "prepared soil" to the required grade, and the times per week until final acceptance.
wall De removed, and the surfaces roughened to expose the embedded
accuracy. The Landscape Contractor is to verify all sizes and balance of the pit failed with "prepared noel", thoroughly
aggregate. The surfaces shall then be covered with cement grout,
(d) Pipe Snail be marked at intervals with the er'sfollname nuantitits. settled by water application. B. Fertilization - Fertilize three (3) weeks after planting with 5
using the specified m x with 1/2 of the course aggregate omitted, nominal siz (not to exceed gra Manufacturer's name, __.
nominal size, PVC type and grade (i.e. PVC 1720) SDR rating pounds 16-6-8 per 1,000 sq. ft.; fertilize thereafter every
1-1/2" thick. class, NSF approval, and commercial standard designation CS 4.VERIFICATION OF DIMENSIONS AND QUANTITIES C. Set plants In center of piLiao a vertical position, so that thirty (30) days.
C. Conveying and placing of concrete shall be done so as to prevent 256-63. crown of ball will be level with finish grade arter allowing for
Dimensions are approximate. Before proceeding with any work, Contractor watering and settling and shall bear the some relationship to C. Disease and Pest Control - For control of slugs and snails,
separation of ingredients, and in no case shall the free fall exceed PVC T shall ver f all dimensions and quantities and shall immediately inform - - - - - 9
6 fee[. Treaties spall De used as required. Surfaces of concrete (e) Type I shall not be threaded. y Y the finish grade that it did to the soil surface in the appTY aelletized tricalclum arsinate 5 by weight and
shall De kept reasonably level, with a mn.mun amount of concrete L.A. and City of any discrepancies between the drawings and/or container.
being allowed re flow after Deana placed. Placing shall De (f) PVC fittings shall be PVC Type II, Schedule 40 NSF specific at to
and actual conditions. No work shall be done in any area two (2) wee , ft refight as per manufacturer's recommendations
performed we a o flow
aftous operation n until Paan section Is completed. approved. where there is such a discrepancy until approval for same has been given two (2) weeks after installation.
D. Prepare re depressed water basin as bide as plant palls at each
by L.A. and city. plant. Vater thoroughly, backfilling any voids with additional For control of cutworms and Other soil Insects, apply Metro
D. Concrete shall be spaded and vibrated with mechanical vibrators to (g) Solvent shall be 0175 Gray NSF approved as manufactured by
I
maximum Subsidence, without Separation of ingredients. The moving Industrial Polychemcal Service, Gardena, California. 5. 94VECTION prepared planting mix. brand solidi n as per manufacturer's ct contains
Dieldrin,
ie two (2)
weeks after Installation. This prosect contagns Deeld n n,
of concrete Dy vlDration will not De permitted. SHRUM Lindane and Phosphorothicate.
(h) Caution shall be utilized in handling Type I pipe due to A. All Inspections shall be made by L.A. and city. Contractor shall 14.PLANTING VINES,S.-m,.+M Ai'D��COVERS
the possibility of cracking or of splitting when dropped or request inspection at least two (2) days in advance of the time Exterminate gophers and moles and repair damage.
7. GROUT handled carelessly.
inspection is required. A "ire end sn,ups ,ne Dt planted ,r [,Its at east greater
A. Grout shall be composed of one Dart Portland Cement and two parts of an diamter than their Daly of earth and of least pit below the
B. Inspection will be re g D Do[tai of tn. pall. L m, acte0 soil a[ Donlon of It shall De D. Pruning - All shrubs and trees snail be pinch pruned as
fine aggregate by volume. Materials shall be mixed dry and water (i) When connection is plastic to metal, male adaptors shall be required for the following arts of the work: p p necessary to encourage new growth and to eliminate rank sumer
added ,lust sufficient to make the mixture flow under Its own weight. used. The male adaptor shall be hand tightened, plus one loose0ed arc tree pe[ filled catty "prepared soil" to the Dot[ar
turn with a strap wrench. Joint compound shall be permatex (1) During finish grading and soil preparation. of the ball. when the plant has been properly set, the pit remote. Old flowers, and dead foliage end temps shall Ot
B. For dry tamp cement grout, a minimum of dater shall De adder [o the Type 11. shall be filled to the required grade with "prepared soil" and removed. ai major a inspector.shall De done without tree approval of
mix so that when wet sample is squeezed hard in the band, surface (2) Plants, after delivery to site and prior to planting. thoroughly settled by tamping and watering. All vines shall be
the city waantenance Inspector.
mix so t, but en weep rater, shall squeezed
On enP Sample. Do not mix (j) Mainline piping will be tested prior to removed from stakes, untied• and securely fastened in an
more than can be used in er,minutes. installation of lateral at 150 PSI for six (6) (3) When vines, shrubs, and trees are spotted for planting, but approved manner to the wall, fence, or other surface next to E. shruWeeding - All planting areas d-freetat lawn, groundcover and
which the are latned. ser ub areas shall De kept reed-free at all flies. Weeds shall
hours minimum. planting holes are not excavated. Y p be duo out by the roots and disposed of off site.
S. CURING AND PROTECTION B. Vrinkler_Heads (4) Specimen trees at source, before delivery. B. Prepare a depressed water basin as ride as plant balls at each
-- -- - plant. Water thoroughly, backfilling any roads with additional Upon completion per
the IBD day maintenance period, the COntrecmt
A. All exposed surfaces of concrete shall be protected from damage due andel fertilize per ena - Lawn Maintenanceapeif and •27 GrOuxdCOverS
D 9
to temperature, elements, and construction operations. Sprinkler heads shall De as Shown on plan or approved equal. (5) Lawn areas prior to planting. prepared planting m x.
and Shrub Area Maintenance of these specifications.fications.
B. Cureny
C. Valves (6) Planting areas prior to planting. C. Ground Covers 26.GUARANI£E AND REPLACMENTS
(1) All exposed surfaces of concrete shall De protected frac (1) Remote Control Valves - Electric remote control valves shall be _ (7) All landscape construction items, prior to the start of the ;1) Pits for flat Sized plants to be at least 6"x6"x6". Ground A. All shrubs and groundcover shall be guaranteed by Contractor as
as shown on plan or approved equal. calendar day maintenance period "'Final Inspection"). cover areas shall be moistened prior to planting. No flat
premature drying and freshly placed concrete shall be protected
against wash by rand. All concrete snail be kept wet for a plants shall be planted in dry soil., to growth and health for a period of ninety (90) days after
period of ten Pays after placing. In order that curing rater (2) Gate Valves - Approved gate valves shall be Nibco or Crane •438 (8) At completion of 180 calendar day maintenance period ("Final acceptance of the specified maintenance period, asite final
may reach both surfaces of walls, the forms shall be loosened or approved equal. Maintenance Inspection"). (?) Set plants finish
center de pits so that croon of plant will De acceptance by the city. All trees up to 20" Dox size shall De
and Water shall be poured over the tops of the rails and allowed level tech finish grade after settling of loll, [hen guaranteed by Contractor to live and grow in an acceptable
to run down between tree concrete and the forms. (3) Check_Valves - Swing check valves shall be of bronze (9) inspection reports shall be made for each inspection by the backfill and water. upright position for a Period er six (6i months after completion
construction with 12S PSI working pressure and shall conform to L.A. and one copy shall be submitted to city and Contractor. Ot the y. Trees
maintenance period, er,an final acceptance by
(2) All liquid curing compounds shall De used in accordance with the federal specification WW-V-S1, Class A, Type IC. Check valves: (3) Flatted plants shall be well-rooted with runners at least the nen hales en 20" Dozes or larger, and all field groin
manufacturer's recommendations rad shall not De used accordance
surfaces See plan for a model and manufacturer. 4" but not more than 6" an length. Specimens shall be guaranteed by Contractor to lire and grow in
manufacturer's
concrete hardener. a. CERTIFICATION an acceptable upright apositionif for a period of one (1) year
receiving (4)- Ick Cou lin valves . Quick coupling valves shall be as 1S. IREE SAMVNESOCCURINGNLAWNS atter completion of the s
S. DEFECTIVE CONCRETE �' -- - � � _ 9 Prior to job acceptance, Written cert tf icatlons shall De submitted to the app specified maintenance period, andior
indicated on Tans and shall be a locker cover. Alternate city accep[ace.
A. Concrete which is not in accordance With these specifications, out of material may be submitted for approval. Each quick coupling city for the follon ng:
'reel and cines occur nay n. lawn snail Dr planted before finalB. All plants that show signs Of failing growth at any time during
line, level, cr plumb; showing structural cracks, rock pockets, valve keys and hose swivels shall be of Same manufacturer as the preparation of those areas.
voids, spalls, honeycombing, exposed reinforcing or other damaged quick couplers. A. Quantity and Qhallty of Commercial Fertilizer and Organic the late of the Contract, including one maintenance period or
Ferti i izer. a CAIS OF PLANTS BEFOR AND DURING PLANTING those plants Injured or damaged as Immedi render them unsuitable for
surfaces shall be considered as defective. D. Automatic Controllers - the purpose expensed, shall be ractoiately re DlaceO in kind and
B. Quantity and Quality of all Soil A^Iensments called for by plans Plants shdll not oe allowed to or, Out ho-' - ,, wn•li- being planted. size at tree expense of the Contractor.
B. All fins and irregularities shall be removed from exposed concrete Automatic controllers shall be as show" on Plans and Details. and Specifications. Keep exposed rots moist by means of wet sawdust, peat moss or burlap at
surf fins while the concrete nS spill green. Where exposed
nc i5 all times during planting Operations. Do not expose roots t0 the air C. Contractor shall). within S days notice by the City remote and
requires, all loose and uhf arm concrete shall he a patchmoved prior to E. Control Wire for RCY's 7,MATERIALS except while being placed In the ground. Wilted plants, whether to place replace all
or nut, will not be accepted and shall De replaced at the Contractor's D guarantees plan[ meter iris which for any reason fail
patching. Minor rock pockets and honeycombing shall be patched with Plant materials indicated on drawings and herein specified shall conform to meet the requirements of the guarantee. Replacement Beall b!
All wiring to be used for connecting int automatic controller LO the expense. wade with plant material as indicted Or specified for the
dry pack concrete. to the following: original planting, and all such replacement materials shall be
electrical solenoid actuated by remote control valve shall De Type
OF-60OV, 7-strand or solid copper, DVC insulation, single conductor, 1 7.WATERING BASINS guaranteed;s specified for the original guaranteed materials.
1 D.CONCRETE FNISHES UL approved underground feeder cable. Each pilot or "hot" wire shall A. Nomenclature - Plant names indicated o^ tree drawings conform the
D! red Or COIOr-COdPd with LAP Common wire being white. Std n��� ddr�ldnt Names" established by the American Joint A. (onstruet a firmly Compacted mound Of SOiI around each t ! and 2 7,CLEAN�P
Flat surfaces Shall be screeded to the required levels and slopes and Committee on Horticulture, Except for names covered therein, LhP
established custom Of the nursery 1% followed. plant to torn a waterlog Daren at the eche of and adforfollowing the
then any excess dater and laitance removed. Concrete Shall be F. Valve Boxes shape of the planting pit area. Mounds for trees and for vines Upon completion of the cork in this section, Contrattof Shall rewire all
compacted with a grad tamper and then floated to a true level surface
from 5-gat Ion or larger containers, others se span fled shall be rubbish, trash and debris resulting from the operations; remove disused
within the tolerance of 1/8" along a 10" straight edge. B. Condition - Plants shall De symmetrical,cal, tyD ual for variety at least 4" high. Mounds for all other trees, vines or plants
equipment and implements of service; leave entire arca involved heci in a neat
All remote control valves, gate valves, and pressure relief valves and spec Sts, sound, health vigorous, free from plant disease,
shall be installed in suitable valve boxes as shown In details, Y' 9 not h, if
specified shall be to least be high. Excavated and acceptable condition such as to meet the approval of tee city.
See plans for concrete finish In landscape areas. insect pests• or their eggs, and shall have healthy, normal root earth, If capable of retaining rater, may De used. Any
Comp 1l to Wlph locking COYPri. All shall DP Cho Sty, Or approved s Stem%, well-filllb their containers, but not t0 the point Of
11.EXPANSION.IONdTS equal, and shall be marked G.Y." or "RCY" with station numbers for Y 9 settlement cared g one withbasip eptoming rater shall De refilled
control valves painted in 1 -2" high letters embossed on valve cover being root pound. Plants shall not De pruned AT ANYTIME, and In nitrogen
the required grade with prep red into, and additional
Placement of expansion ,joints shall be as directed and determined by by Contractor. no case shall trees De topped. nitrogen a the inchized sawdust corked into the surface as required
layouts of slab markings noted "E.J." on drawings. Expansion ,joint to restore the mulched condition.
material shall be Quick Joint, or approved equal, or as noted to G. Backflow Prevention Units C. W-meas
-with
Deanna and spread of all plant maternal shall
--- - - be neeasured with branches In their normal position, and shall be
Plans. as indicated on the drawings. The caliper of all trees shall be
The backflow prevention units Shall be as Shown On Plans and Details. measured 4'-0" above the surface of the ground. Where caliper
12. PROTECTION S. INSTALLATION of otter gend",lit of any plant materials are omitted for the
"plant Legend", ,t shall be understood teat these plant
All finished concrete work shall be barricaded to pedestrian trafficmaterials shall be normal stock for type listed,
for three '.3) days. Barricades shall be placed immediately after A. Trenching
concrete finishing. Contractor shall furnish• place, and remove all D. Ins [thin - All plant materials must have been previously .
of his own barricades. Contractor shall be responsible for any
(l) Excavation Shrill b! Op!^ vertical construction sufficiently wide
damage to new construction and replacement or repair of the work to provide free ace for bard around the work installed and to inspected be the nursery he the County Horticultural Department,
shall be made without added cost to the City. provide ample space for Dactfilling and compacting. beforeand planting.
to the inspection and approval of the L.A.
(2) Trenches for pipe shall be cut to required grade lines, and E. Plant List - Is indicated on drawings.
1 S. PATCHING trench bottom shall be compacted to provide an accurate grade
and unf form bearing for the full length of the lane.
If patching is necessary and Permissible, a bonding agent such as F. Sites of Plants - Shall be as stated on the Plan. Container
Weld-Crete, or equal, snail De used. (3) When two (2) pipes are to be placed in the same trench, a 6" stock 1-aa on, 5-gallon, and 15-gallon) Shall have been grown DESCRIPTION RI P TION OF R E VISION DATE CITY
space shall be maintained between pipes. in containers for at least one (1) year, but not over two years. APPROWED
'4. CONCRETE ° Sac it Bat,ngmaterialsCITY OF RANCHO
G. SubstituU on; - Substitutions for the indicated plant
Construct concrete Burns at locations shown on plans as detailed, will be
true t0 line and grade, as approved by the local County Or City. Use (1) Backfill material Shrill Dt over
I" i�soil. hall be re material pe rb tthe L.A. and the substitute ns materials are approved
including clods and rocks over 1" in size Shall De removed from m advance by the L.A. and the substitutions are made at no
patural grey Portland cement concrete, 2000 psi compressive strength. the premises and disposed of legally at no cost to the GIT additional cost to the Owner. Except for authorized variations,
Locate expansion"joints as detailed or shown, and as directed, at �• all substitute plant materials shall conform to the
intervals not to exceed fifteen feet (15'). Finish with steel requirements of these specifications. if the accepted Substitue TERRA VISTA
trowel, then brush with bristle brush parallel to face or edge. (2) All backfilling Shall be done carefully and Shall be properly
compacted. mate pals are of a less value than those indicated or specified,
the Contract price will be adjusted In accordance with the
15.CLEAN�IP provisions of the contract.
(3) Depth of trenches shall be Sufficient to provide a minimum cover e
Upon completion of all concrete work and before final acceptance, above the top of the pipe as follows H. Plants Not Approved - Plants not approved are to be removed from `��``lT�way U C H U RSC H ST R E ET M E DIA N P.M.--,1 1 341-
Contractor shall remove all tools, surplus materials, apparatus, site immediately and r%Dlaced with suitable plants. The L.A. Rs
debris, etc., from the site and the site shall be left In a clean, 12" over the PVC non-pressure lateral.lines and/or City reserves the right to reject entire lots of plants L
neat condition acceptable to City. 18" over the PVC non-pressure lateral lines for rotor system represented by defective samples. A�I�� �� ��i, SPECIFICATIONS
18" over PV( main under pressure S/ T
C. PVC Pipe C F�-�AND SOIL CONDiTiONERS - y O RRBBff11 aa���. VX
Samples of all soil ammendments, sod and plants shall be submitted for 6C M AA/. Im
(1) PVC Pipe shall be installed in a manner which will provide for inspection and stored one the site until furnishing materials of is Q-lowC11 LEWIS HOME S
expansion and contraction az recommended by the pipe completed. Delivery may begin upon approval of samples or as directed by I . �
manufacturer. L.A. and the City. DATE-•tt APPROVED 8Y:
(z) All plastic to metal joints shall be made with plastic male A. Organic fertiliser shall De processed sewage sludge with a � DATE:
adaptors, unless otherwise shown in details. minimum content of I: nitrogen and 2. Phosphoric Acid similar to CITY ENGINEER20�� R.C.E. ��/'► 22397
"Nitrohumus". Method of processing shall not destroy normal waw RCN0.
(3) The joints shall be allowed to set at least twenty-four (24) bac teraj content. {� �V
hours before pressure is applied to the system on PVC pipe. E { DE
B. Nitrogen stabilized sawdust shall be bulk, with the following _, OF CA.•�� DESIGN
I -_ R E C XN
DE
(4) After all new sprinkler piping and risers are in place and nitrogen content based on dry weight:
I
• red Concern, Ltd ��'
_
connected, a necessary rove hes been completed and prior to 0.71 for Redwood Sawdust 1 750 EAST DEERE AVENUE
the installation ul of sprinklerwat heads, control valves shall em 0.71 f r Fir Sawdust DRAWN S HE E T
opened and a full head of rater used to flush out the system. y -`°-`'- -
After the system is thoroughly flushed, riser shall be capped 1.01 for Bark or Pine Bark or Nixun .
off and the system pressure tested.
Salinity - The saturation extract conductivity Shall rept lxtttd M' SANTA ANA CA 92705PHONE (714)250--4822 -I-or(5) Sprinkler lines shall be tested in place before backfilling for 3.5 williaehos / cm at 25C.
A period of not less than one (1) hour, and shall show no C H E C K E D DRAWING NO
leakage or loss of pressure. During the test Period, minimum
test pressure at the highest point of the section being tested, Commercial fertilizer shall be dePSver" in sacks with manufacturer's R.0 E. NO
shall be 100 pounds per square inch. label showing weight and analysis attached to each sack. ' / /� .
M.5' DATE FILE NO 312 I
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