HomeMy WebLinkAbout1267-L DEVELOPER /OWNER
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LAND %SCCH I UR 1% L PLANS
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AG 132
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SOUTHERN CALIFORNIA
PROJECT MANAGER • TOM DELLAQUILA
MAINTENANCE DISTRICT NO . 4 1 1 5 6 N . MOUNTAIN AVE..%P.O.BOX 670.
LANDSCAPEUPLAND, 91785 714 / 985 0971
VICINITY MAP GENERAL NOTES SHEET INDEX
NO. DESCRIPTION NO. I DESCRIPTION
X TITLE SHEET 12
1 IRRIGATION PLAN 13
rt
2 IRRIGATION DETAILS 14 !I
•, � , f i .nO.osto
CHAEEEr 3 IRRIGATION DETAILS 1 s
i EEE GiONAE
.AHK RANCHO Ck1CAJNONGA QTY LIMIT
1 ..�',,,r I _ :� f I r••_ _ — , 1. M Erxxoadtment Pem11t ahal be obtained from the City Engineer prior tb commencing any work.
I ,,? 4 PLANTING PLAN
FT16 j
2. AA work aha t be performed according to current C ty standards and the Standard Specifications b Public Works constriction.
-- .. - f 5 PLANTING CONSTRUCTION
_ ----- --------- NG dk CON 17 it
PH(,PE_.S E J 'CUTH,LL
P. s FEaEE"a. / 3. At the oondusbn of rough grading, an agronomic colts report shall be furnishd to the City Inspector and all such recommendations DETAILS
from such a report shall super-ede soils amendment reoommendatrons shown on the plans. 6 SPECIFICATIONS
18
j y 4. Upon oorroetion of Instaitatbn, a maintenance period of one hundred and eighty180) days Is required prior to final acceptance of the
yaoJEc siTE --, FOWANA work by LM City. li alntenartce Shall Include mowing, weeding, irrigation, pruning, raising tree root bells which setae below grade, 7 9
r•.
FIX".4k, E,,,.E.Er }ming and applying such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement.
UPLAND ciie"ng and aousttnq necessary to keep the Irrigation system In good working order with proper coverage date for 8 20
the maintetLn >a
ro eflod shall be A"roVed In wrltina her the city lnspiactor. "+:NTENANCE PERIOD SHALL 3E ACt; a . VER!FY
- - ------ ------ ------ - —� u�.v•• .n.. •. . PLn`iT ,. �Ci;�2:S"ICS AND _�"ABL;SnMENT. 9 II 21
f
•• S. Orta chart cha
r r be provided for each controfter. Controller chart shall be the maximum Stxe the controller door win allow
ta o �
' S 5 and Shall show the area covered by the automatic controller. The than Is b be a reduced drawing of the actual as burn system. 10 22
However, b the went the controller sequence Is not legible when the drawing is reduced, h Shall be enlarged to a size that will be
: readable t+lfien reduced. The Chart shed be a blackiine print and a different color shalt be used to show the area of coverage of each 1 1 23
i Z
station. When completed and approved by the Public Works Inspector, the chart shalt be hermetically seated between two pieces of
00 ` plastic, each piece being a minimum of 20 mils. thick. The chart shell be mounted using Velcro a approved equal type of tape These
CWT ARK) _ - - — _ , ,
Ed►arts frlklst los CJOfTlplet9d and in place prior to final acceptance of work by the City.
ONYAR 7
E Ati
INTAI�ONAL
INT6. a' wide x 6' deep oomete mowav" shag be provided between all shrubrgroundcover areas and turf areas. Mowstnps shall also be
provided beneath metal fendng and where City maintained areas are adjacent to privately maintained areas.
7. Seewa& layout is conceptual only. Approval of the final sidewalk toyoul shall be made In the Reid and adjusted as necessary to meet
MAINTENANCE RESPONSIBILITY MAP fid wndIttions as approved by the Public Works Inspector and Project Planner prior to final construction. CONSULTANTS
e. Application of arty chemicals shall be by State licensed personnel.
fitADOIE AND ASSOCIATES, INC.
9. trees within five S 'feet of welts, walks, curbs or other potentially fool-damaged hardscape shall be Installed with rootoontrol Of SAN BERkARDINO COUNTY
Arty ( po Y g CONSULTING CIVIL ENGINEERING
barriers. Prior to backfilling tree(s) planting, contractor shall have the City inspect root barrier Installation. AND LAND PUNNING
545 N. Mountaln Ave.,Suits 105
10. No trees shall be planted within three (3) feet of Curbs. UPLAND,CALIFORNIA V17W
PHONE(714)9462O0
111 . AI toes are to be located: ten feet from any street light, power pole, or reinforced concrete box: Ave feet from any drive
approach, fire hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any
water meter or sewer Une. o.l. motSliF gen associates, ltd. _
GARY MOTSHAGEN i w
NC3100 AIRWAY S-132
12. SLOPES SHALL NOT EXCEED 3:1 GRADE G'414r2 COSTA MESA BOX.
,IRRIGATION CONSULTANT - -—
(714) 557-9989 -
CITY MAINTENANCE RESPONSIBILITY AREA
BASE LINE STR' - -
� 7 LANDSCAPE QUANTITIES o-)CA Alo
LU
I I ZL�D z w w
QW z
sz�l
z W a Q W TOTAL ACRES IN R.O.W. 0.9 G '
Q TERRA VISTA a
Z PARK WA wTOTAL SO. FT, MAINTAINED AREAS _3680__— _ _ �' � CITY
W z �-
> W � � \ C-• DESCRIPTION OF REVISION esti APPROVED
Q TERRA VISTA TRACT 13271 Y W TOTAL TREES IN R.O.W. —_. 13- ____ ___ _ __ ___ _ _ :.z.. �'�' CITY OF RANCHO CUCAMONGA
p
z _TOTAL 15 GAL. TREES IN R.O.W. 13 TERRA VISTA
" TOTAL 5 GAL SHRUBS IN R.O.W. 84
_, TRACT 13271
'TOTAL 5 GAL VINES IN R.O.W. 10 U
COVER SHEET
LEWIS HOMES
APPROVED BY DATE 1111Z
lghbjC
4,�f CITY ENGINEER RCE NO 2? 397
DESIGN kIFC MM NGEG
JLand Concern, Ltd
UC. M0. 1283 1750 EAST DEERE AVENUE
1 c� DRA*N SMITA ANA CA 92705 PIE IF T
DATE _ PHOW (714)250-4822 OF
1
' �� HECKfD DFAwtiG No
— pCE NO Of CAIt� �
DATE E �,L E PIC-
SHEET 7 OF /3.
IRRIGATION NOTES IRRIGATION LEGEND TERRA VISTA
1 . GENERAL Contractor SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION IRRIGATION SYSTEM AT BASELINE ROAD
SLEEVES AND CONTROL WIRE CONDUITS WITH THE PAVING CONTRACTOR PRIOR TO
PAVING OPERATIONS. AREA INCLUDES THE PUBLIC RIGHT-OF-WAY ALONG BASELINE ROAD
2. IRRIGATION CONTRACTOR SHALL INSTALL A WILKINS #500 PRESSURE REGULATOR FOR OUTSIDE THE PROPERTY LINE OF TRACT 13271 .
EACH REDUCED PRESSURE BACKFLOW DEVICE. PRESSURE REGULATOR SHALL BE PRE SE's
FROM THE FA3TORY AT 85-90 PSI
SYMBOL MANUFACTURER MODEL PATTERN TYPE GPM PSI RADIUS DETAIL
:
............----------------==......=_=s=_..._--------www-------______...=_-...._-_===
RAINBIRD 1812-SAM-I2H-P� 180 '
/Q POP UP 1 .3 30 12 H,F/L-2
LIN T OF WOR VALVE CALLOUT LEGEND RAINBIRD 1812-SAM-I2QG-F01, 90 !Q" POP UP .65 30 12' H,F/L-2
RAINBIRD 1812-SM H -P?h 90
/0 POP;UP .6 20 7,1 "
W/1PCS--060 SCREEN
Gallons per minute to
Remo '\.P RAINBIRD 1806-SAM-IOH-At-�' 180 6" POP UP .72 25 10` H,F/L-2
'Ar
Valve sequence Control
!Z>1 _ Valve 'P RAINBIRD 1806-SAM-IOQ4PAv 90 6" POP UP .36 25 10' H,F/L-2
Valve size
O RAINBIRD 1806-SAM-SH-PPt' 180 6" POP UP .65 20 7' H,F/L-2
h RAINBIRD 1806-SAM-,5Q-1'��' 90 6" POP UP .33 20 7' H,F/L-2
a
"
E- I �a.rj t� RAINBIRD RB 1806-SAM-I5SST RECT. 6" POP UP 1 .0 20 4'X28' F/L-2
I" Gallons per minute Manual
- Control RAINBIRD 33 DLRC QUICK COUPLER VALVE @ 150' o.c. C/L-2
ALL IRRIGATION EQUIPMENT SHALL BE jib: �+� E-2 I •D Valve size
INSTALLED INSIDE OF WORK LIMIT Valve PER PLAN
LINE. EQUIPMENT SHOWN OUTSIDE OFJ RAINBIRD EFA CP- p2h12 REMOTE CONTROL VALVE WITH VALVE- G/L-2
a w
WORK LIMIT LINE FOR CLARITY ONLY% 1 ♦�
SIZED ANGLE SHUT-OFF VALVE.
l!I/LIU S75'-A-_,e�-2 REDUCED PRESSURE BACKFLOW PRE- B/L-2
FIN
OF CONN. TO BE TO EXISTING 1" W.M. VENTER WITH `WYE' STRAINER
1" IRRIGATION WATER METER AND P.O.C. Iy4 L A WILKINS x575 ASLIB-500, REDUCED PRESS.
�� 2 : PLE PRESS. REGULATING BACKFLOW PREVENTER. NIBCO T-113 BRASS GATE VALVE WITH BRONZE
L A 2" DATA IND. FLOW SENSOR MODEL TURNING HANDLE-LINE SIZE.
P !^ FOLLOWED BY A HARDIE = fO2- 1" SERIES O DATA INDUSTRIAL #220-P-20, FLOW SENSOR INSTALL PER MANUFACTURERS
VALVE (NORMALLY OPEN) . ALL IRRIGATION
REDUCED PRESSURE BACKFLOW DEVICE W/WILKINS F a _ EQUIPMENT SHALL BE INSTALLED PER CITY OF RECOMMENDATIONS
f RANCHO CUCAMONGA CODES AND STANDARDS. ACTUAL °R"t�uY D PeNI
� PRESSURE REGULATOR SET @ �-9o�r � M � :- HARDIE 102-SERIES MASTER VALVE
LOCATION OF ALL P.O.C. IRRIGATION EQUIPMENT
TO BE AS DIRECTED ON SITE BY THE LANDSCAPE P.V.C. SCHEDULE 40 LATERAL LINE (NON-PRESSURE) E/l-2 i
nE ARCHITECT.
CALSENSE #1000-S MOISTURE SENSORS, INSTALLED BY MANUFACTURER
P.V.C. SCHEDULE 40 SLEEVE FOR LATERAL LINE 24" MIN.
AUTOKATIC CONTROLLER'E' FURNISHED & �/�� �� COVER, EXTEND ENDS 12" BEYOND
INSTALLED BY IRRIGATION CONTRACTOR � J
120 V INDEPENDANT ELECTRICAL CIRCUIT EDGE OF HARDSCAPE.
• - CALSENSE MOISTURE SENSOR NOTES ......•... P.V.C. CLASS 315 MAIN SUPPLY IN P SSURE) E/L-2
TO BE PROVIDED BY.�t�err��A2. — I IJP 2" �
Ei
ONE PER CONTROLLER. CONTROLLER TO BE
P.V.C. SCHEDULE 40 SLEEVE FOR MAIN SUPPLY LINES i
&4A;f"2C>!IG-1 WALL MOUNTED WITHIN A
UGI
ETERS #ME -M-285 This project requires one (1) CalSense moisture sensor for every four (s) _
E-� 117 irrigation valves, e.g., a CalSense model 2000-24 STA requires 6 moisture
- r
sensors. P.V.C. SCHEDULE 40 CONTROLLER WIRE CONDUIT
I Installation or placement of moisture sensors shall be the responsibility of the o
manufacturer. IRRIGATION SIZE AS NOTED ON PLANS.
WATER METER INSTALL PER RANCHO CUCAMONGA
' + For installation and purchase information contact: i
WATER DISTRICT STANDARDS.
Rich Murray
' I CalSense �E CALSENSE '-12 I^_-STATION AUTOMATIC CONTROLLER
a rn _ 2075 Corte Del Nogal, Suite J WITII ftfh ENCLOSURE- �'I�uG-I-M'2ff
/) Carlsbad, California 92009
PRESSURE CALCULATIONS (619) 438-0525 ONS- ENCLOSURE PER CONTROLLER.
i
h'
WATER METER N SIZE INSTALL INSIDE IAYERS ENCLOSURE RAINMASTER 1-V# 24PC PERMANENT REMOTE CONTROL PIGTAIL
—1 Ir _
H.G.L. _ _.- INSTALL INSIDE MYERS ENCLOSURE 1- PHONE CABLE FOR FUTURE USE.
ELEVATION
+ 't� X .433 = f&1,'> PSI
E 14.5 REMOTE CONTROL VALVE N E'I SIZE ,� DESIGN CRITERIA V wiLtCINS ��-/^' PRESSURE REGULATING VALVE
MAXIMUM DEMAND GPM
ELEVATION _
Y 3aV I PRESSURE @ RCV PSI
PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE I„j�1 EfZ
' NAME OF SUPPLIER; �Gt�O G'JG� h i57P1GT
• }�. I 1' WATER METER 2.0 PSI LOSS
' INFORMATION BY: MP: Cb�Y' r+E�.�Y PHQt�IE- NW�ABERr
BACKFLOW PREVENTER ,�
STRAINER 1.O - mil V 1 L E hI�r`�/�►LZ'�L5 d �'Y.'. 0 I q +G29�i'��
GATE VALVE /•5 __ "
MASTER VALVE "
-Ih' MAIN LINE �'�_- „ "
f� IREMMAINCLINE
ONTROL VALVE .�•O DATE OF INFORMATION: I�.L� NATER �T Y?S�IC
• ' O I 2" LATERAL LINE "
: 1}" LATERAL LINE "
> 13" LATERAL LINE " p _
1" LATERAL LINE WATER PRESSURE: HIGH: 120 I S) LOW:
3/4"LATERAL LINE "
�O, y14 �1/2"LATERAL LINE _4
10 % FITTING LOSS
-0-' ELEV. CHANGE LOCATION OF POINT OF CONNECTION: SE=E
-; TOTAL SYSTEM LOSSES: a1.1 PSI
F i�lA
t �• TOTALPRESSURPRES4UREED AT REQUIREDD psi PSI �I �� �'�``� M. Sq/Y0JC7.c
• MAXIMUM G.P.M. ►as o
SERVICE SIZE.
2
h . TER SIZE I �.
R AVAILABLE • .O PSI M E
T PRESSU E
• � STA IC Q �,
F
RESIDUAL WATER PRESSURE .fes PSI
1,4 HYDRAULIC GRADIENT tiJ� ac
W
1 UC NO 1.8
. A
,I E+
n'
E-5 1 I IRRIGATION SYSTEM DESIGNED FOR G.P.M, 18 _SAT P.S.I. 61 �.
fl Q
• 3 I i ��� �� "�If OF CAtil'j
• I �
A REFER TO ShIEETZi3 FOR IRRIGATION DETAILS
- . I AND SHEET # (o FOR SPECIFICATIONS. CITY
I DESCRIPTION OF REVISION DATE APPROVED
h I
• CITY OF RANCHO CUCAMONGA
1
TERRA VISTA
+ zTRACT 13271
IRRIGATION PLAN
UP'IIr D1_ APPROVED BY DATE all 7 8-7
e7m6r__ f-7.1Z16 siTE. CITY ENGINEER — _ RCE N6.12397
NOTE: CONTRACTOR TO COORDINATE CONTROLLER NOTE: THIS IRRIAGTION SYSTEM IS BASED DEIGN kEC,,MMENC�ED
PROGRAMMING WITH A CAL SENSE REPRESENTITIVE UPON A MAXIMUM OF 3" WATER PER WEEK Land Concern, Ltd.
AND A STAFF MEMBER OF THE CITY MAINTENANCE APPLIED BETWEEN THE HOURS OF 9 PM MTIi `J 1750 EAST DEERE AVENUE
DEPARTMENT. AND 5 AM / 6 DAYS PER WEEK.
DHaw" SANTA ANA CA 'A2705 SHE ET
�� 3 MlW� PHONE (714)250-4822 _ 2 of _ T.
z,
SCALE: 1 20 _
„nECKEG RCE NO DkpwiNG NO
GL �6 7-
.
SHEET OF 13
i
VOTE
I. EOUIPK4T TO BE INSTALLED AT A MINI" Of 24' FROM ANY STRUCTURES OR MARDSCA►ING.
2. All ABOVE GROUND ASSEMBLY SMALL RECEIVE (2) COATS OF RED PRIMER AMD (1) COAT -
EXTERIOR ENAKL - COLOR AS SELECTED BY LANDSCAPE ARCHITECT."
ROUND C4Nf . VALVE BOX 6 COVER 3. WHEN UNIT IS NE1T TO A STRUCTURE (it, WALL, BUILDING, ETC.) MOUNT TEST COCKS ON
ROUND 00kcRETRVALVE BOX B COVER OPEN OR MON•STAUCTURE SIDE. �: CLEAN BACKFILL - SEE SPECS. FOR
MARKED "IRRIGATION GATE" MARVED PRESSURE REGULATOR' MATERIAL. 90`S COMPACTION REQUIRED
CHRISTY" fl8 BOX 8 FLBD BID (OR EQUAL) BACNCFIOW raEVENTpNI ASSEMBIr z _
" IN LAWN AREAS
3" IN PLANT BEDS FINISH GRADE 1' N LAWN AREAS LINE SIZED BRASS Z _
;M PLANT BEDS FINISH GRADE GATE VALVE BRASS NIPPLE - TYPICAL (4) PLACES 3E ^ I
, to
BRASS 90' ELL - TYPICAL (2) PLACES -�
.. ; a dill -
I �I ::, z.ia_- �iU NON-PRESSURE LATERAL LINE: SEH. 40
41 t _k
}� SNAKE PIPE IN TRENCH
tR PP
BASS NIPPLE
'
rl _ ,ril BRASS WYE STRAINER WITH 60 MESH
!' IIID BRASS uN(0 "EL SCREEN
mI j m PIPE FROM METER - „- PRESSURE REGULATOR lt' TOVARI
ATAHMANUiAMC�URfR� 'N 7717.-
" , ( SNAKE UPIPE UINLTRI=NCH SEN. 40/CL'315
:
�. I��
1f.. x
BRASS GATE VALVE
„i_ _jIOIII FROM WA
WITH BRONZE HANDWHEEL I I PIPE TO BACKFLOW I TER SOURCE FINISH GRADE
PREVENTOR C/ _r - )' X
t �I !,
f h of — 77
�j _
°� - PROVIDE 2 OF CLEAN BACKFILL
• ' jD
z !'i . �•��o�. .�".��. •LU "o't►- r r 3/4" WASHED CRUSHED �r{. �t��1 I'T) �n _ il' 111��
- •- ,.II :< A � � � - BRASS NIPPLE - TYPICAL 12' TYPICAL CONTROL WIRES - BUNDLE
v o _ e i AGGREGATE BASE "y`�r- --�zo 4"u` 1' G( AT iS O.C. AND INSJIIL ADJACENT
o o �p{� E (2) PLACES ■
: e� o •.o • o • )A
o v U lil Z �� ,� .rn,�"•Y"u��.r.f+.•�u•v'•J �dJP - �:n
r _ - ••.•.; • : • ;`•;; • I2'x12'xI2' CONCRETE TO PRESSURE SUPPLY LINE
Ell
_ ''�± - • e • ti h. .` _ _ . —�UIRED ONPPACTION !i-I (H2)UST BLOCXS - TYPICAL
SCH 40 PVC MALE ADAPTORS :•
1 � � ,. IL 1fD1CAL )
CP�� MK�AOAPTOR$
3/4' WASHED CRUSHED AGGREGATE V- D t T BAS( it
C� It") LINE TO SYSTEMS
NOTE:
r0 �
1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. � ✓ - BRASS 90' fll - TYPICAL �
(2) PLACES
NOTE:
1 . PIGTAIL AND LOOP CONTROL WIRE AT 900 CHANGES IN DIRECTION.
GATE VALVE- 3" or smaller PRESSURE REGULATOR VALVE REDUCED PRESSURE BACKFLOW PREVENTER TYP1CAl. TRENCHING
enoN . YA1R IOL 1 Cl COVER
j K+( KI 'IUMATION RCv'
%MAIST10FL9 101 IR9 LID
MEYERS :
TO SPRINKLER . AFIGIE PIP( to MEUC-1-1,1235ENCLOSURE
SPECIFIEO OEPTN WITH /Se ELLS ELECTRIC METER
SCM 40 PVC MALE ADAPTOR
COLOR CODED KAP FOR VALVE
80PYt UNION r LOCATION INSIDE (PER. SPEC'S. )
e w,&wU zMo covTftou.tR
BRASS NIPPLE I �^ WALL MOUNT CONTROLLER -
1\ �) I MOUNT WITHIN ENCLOSURE.
RAIU {IRD39 DLRCVTTB YELLOW STRUCTURE OR . �LHAP-?NTE* CONNECTORS L - - -J 120 VOLT WIRE IN RIGID STEEL
l IN LAWN AREAS CONDUIT (PER LOCAL CODE)
RUBBER CAP - SUPPLY ONE KEY HARDSCAPING
PER 12 QCV'S INCLUDING NOSE M PLANT BEDS
ELECTRIC CONTROL VALVE ON-OFF SWITCH AND 110 VOLT
! �' I
SWIVELS. _ _ EXTERIOR OUTLET' TO BE PROVIDED BY
FINISH GRADE - INSTALL IN FINISH GRADE r CONTRACTOR.
-- _ I
PLANTER BED ONLY 18" Maxi LOCK NUT_ Im I COtDiON WIRE/CONTROL WIRES IN S"
FINISH { SCH. 80 PVC CONDUIT
8"
Fig TAIL EXPANSION L_ J
3 GRADE H
_a K;' d� zzX
LOOP (MIN. 24 LONG)
2' X 3' X 4" CONCRETE FOOTING
- - KIN. 2 INSTALL A MINIMUM OF 3 ABOVE
d GRADE AND SLOPE TOP TO DRAIN SLIP BASE SOCKET OVER ENO OF WIRES
_ IRASS ANGLE GLOBE --
_ - -_
_-
�;,_ � j
VALVE W/CANNON r !�'� .� z ,..,. I j
�---FL011 j ' � � � � � � _ � �I ! I� - AT A KINIMUM OF 2Z
- _ '1 „_ '�� STEP 1
BRASS NIPPLE -_ N - .- t=_ OF 12 DIRECT BURIAL WIRING TO
. SCRLVLCSLAMPTE[L = L .Y--s BRASS HIPPIE I rir' -�'I _� -
BRASS 90 ELL , _ -
bIIASS 90' SYR! MINIMUM t3) PLACES .. _ ,� VALVES: BUNDLE AND TAPE EVERY STRIP WIRES APPROX, S/8" FROM ENDS-TWIST TOGETHER
ET ELL o >� `� $ e 6„ 15 FT. O.C. INSTALL WITHIN MAIN APPLY SEALER TO OUTSIDE OF SEALING PLUG-FILL
lJ`+ Vv )// WASHED CRUSHED
BRASS NIPPLE - 6" LONG i4 REBAR STAKE I LINE TRENCH. u
N BRASS 90' STREET ELL (24 LONG) I - �z s # AGGREGATE CAVITY WITH SEALER
" Ili = REFER TO DETAIL NO. •
N IIID: �_,
80 PYC NIPPLE NOTES: STEP 2
_ CONT90L i COPKN WIRES
^- - - 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES I E
dI PUT CRIMP SLEEVE OVER WIRE ENDS-CRIMP SLEEVE
rl LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCSIO AND CUT OFF EXCESS WIRE
FINISH: 2 COATS SEMI-GLOSS ENAMELCOLOR PER C1TY -- PULL BASE SOCKET OvER ENO AS FAR AS POSSIBILE
SCH 40 PVC SNS:T 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. r-T
STED 3
•vNE: 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL y L
VALVES AND AUTOKATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. PUSH SEALING PLUG INTO BASE SOCKET
1. INSTALL CONTROL VALVES A NINIMUI or E2' FROM STRUCTURES OR 1LAIEOSCAPING. L
_ SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR
PUSH WIRES TO END OF BASE SOCKET TO ASSURE
-�. 2. INSTALL VALVES IN 1L W BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. CORRECT VALV! SEQUENCE.
` S. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV - FOR FUTURE USE. COMPLETE SEALIyG OF CONNECTION
PRESSURE SUPPLY PUCE VALVE E 101 AT R(GNT OWES TO STRUCTURES CAR H,1111MAJING. STEP a ---s
LINE FITTING =' 4. PLACE AWEGATE PRIOR TO INSTALLATION Of VALVE 10x.
ATTACH 'CHRISTI' VALVE IDENTIFICATION TAC WITH APPROPRIATE CONTROLLER AND RAINSIRO SNAP-TITE WIRE CONNECTOR
PRESSURE SUPPLY LINE S. VALVE NUM1 , TO CONTROL WIRE. MANUFACTURERS' PH, NO.: (213) 724-0450
` REM T
QUICK COUPLING VALVE WITH METAL STAKE 0 E CONTROL VALVE WITH
sHUT-OFF VALVE �UN`ION�/ M`AST�ERVALVE AUTOMATIC CONTROLLER WIRE CONNECTOR
I
GENERALNOTES * THE IRRIGATION SYSTEM SHALL DE FULLY SLAFAN'EED FOR A FE;I:1D OF INE
1. ALL LOCAL MUNICIPAL AND STATE _AWS. R'JLES AND REGULATIONS 'GO'VER'NING • DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON FLANS WHEN 17 :S • WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE
ll) YEAR. ANY DEFECTIVE EGL':PMENT, MA'LRiALS OR F'OOR WOR'r.MANSH:F'
OR RELATING TO ANY FORTION OF THIS WORD ARE HEREBY INCORPORATED :NTD OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A T T CITY
AND MADE A PART OF THESE SPECIFICATIONS AND THEIR: PROVISIONS SHALL EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS COVERAGE TEST TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL BE REPLACED OR CORRECTED BY HE :RR:CATION CONTRAC OF: aT :l0 DESCRIPTION OF REVISION DATE APPROYFO
BE CARRIED OUT BY THE CONTRACTOR. SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORT: REQUIRED TC CORRECT ADDITIONAL COST TO THE CIT`( .
REPRESENTATIVES �'RIOR TO ANY WORTOR THE IRRIGATION CONTRACTOR: SHALL ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. • THE IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FDR A `EF'i06 OF CITY OF RANCHO CUCAMONGA
_. THE CONTRACTOR SHALL 'VERIFY THE LOCATIONS OF ALL EXISTING ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSAF'Y BY (180) DAYS AND SHAD WATER ON A DAILY BASIS.
UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK;. THE THE CITY, • THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION
LOCATIONS OF UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE FLANS OF ON-SITE INSPECTIONS WITH G. L. MOT£,iAGEN & ASSOCIATES
ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE FLANS AND • INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND SPECIFICATIONS. (714) 557-9989, (619) 239-8262 TO BE SCHEDULED AT THE FOLLOWING TERRA VISTA
ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE C"OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND STAGES OF INSTALLATION: TRACT 3Z7
ARCHITECT. COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.
• INITIAL PRE-JOB MEETING WITH THE OWNER AND LANDSCAPE ARCHITECT.
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO • CONTRACTOR SHALL k:EEP THE PREMISES CLEAN AND FREE OF EXCESS • THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PRE'VENTOR IRRIGATION DETAILS
REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORN OF THIS • PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY
CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING SECTION. TRENCHES. THE
C(fI AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCr+ITECT,
FROM HIS OPERATIONS OR NEGLIGENCE. LEV1lI OMEN
• 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
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. �i�lilA (ti/�` . APPROVED BY DATE
AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE per I J�9� CITY ENGINEER - RCE N0 21397
4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO INSTALLATION. FLANS AND SPECIFICATIONS. • ALL LOW VO�TAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COF'F'ER << �JL 1�
PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. OF M14 DIRECT BURIAL TYPE. USE BLACk, INSULATED WIRE FOR PILOT AND 7�, DESIGN RFC IVENDED
• THE CONTRACTOR SHALL PROVIDE TO THE OWNER. UPON THE COMPLETION OF WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH FRES�yURE MAINLINE r
THE JOB, A SET OF REPRODUCIBLE 'AS BUILT' DRAWINGS, WHICH SHALL BE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 15 111c44 11C N0 I:?3 S C�',�_ Land Concern, Ltd.
5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES. AND RELATED • THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE _ -"
EXPENSES, WITH THE A[iMEEO AUTHORIZED REPRESENTATIVE. VEkIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. INTERVALS. F'ROVIDE1w0EXTRA PILOT WIRE TO THE END OF TrE FIFE RUN " I •.�;� n �7c.
COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE IN TWO DIRECTIONS FROM THE CONTROLLER. COIL THE LAST FEET OF THE {� oA,L- -1 CSwh ..O EAST DEERE AVEI'lt,F_ SHEET
IRRIGATIONNOTES BUILDER'S/C(g�s AUTHORIZED REPRESENTATIVE. • A REDUCED IRRIGATION FLAN INDICATING ALL SYSTEMS-AND THEIR WIRE AND LEAVE IN VALVE BOX. 01rM/c,GG SANTA ANA CA 92705 �- OF
• THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS AP'P'ROPRIATE SEQUENCED VALVES SHALL BE LAMINATED IN MYLAR AND MOUNTED - l ONE (714)250- 4822 v
ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. ; ` hf CKEG RAw NG NO
FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING ���� �� �y.�` , "�i f C)f C�l'FC4• RCE NO --_-
AREAS AS NECESSARY. ' 3• G DATE - - FILE NO -- �L_`r 7---4--
SHEET
[ �
-
SHEET C1 OF /3
-- NOTE:
_ NOTE:
1. LOCATE HEAD 6" FROM Wf,:KS. CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND
1. •LOCATE HEAD b` FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND EDGE OF LAWN.
1/2' ABOVE FVI SM GRADE EDGE OF LAWN.
•-P D 2. LOCATE HEAD 12" FROM All STRUCTURES.
H HR
MI.POP SHRUB HEAD 2. LOCATE HEAD 6 FROM ALL STRUCTURES.
F A MA THREADS.
3. USE TEFLON TAPE ON ll LE
FINISH GRADE 3. USE TEFLON TAPE ON All MALE THREADS.
I
4. INSTALL HEADS WITH INTERNAL CHECK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS
OMIT
PER THE IRRIGATION PLAN.
ji I�ilu � FLUSH N POP-UP TURF HEAD 1" IN S00 POP-UP ROTOR
IN SSC IN SEED FI GRADE
FINISH GRADE
alli
s ' '
i
r--
NON-PRESSURE LATERAL = II;IIII UU
MINE I FITTING
� i
MARLEX 900 STREET _
ELL
SCH 80 PVC HIPPIE MARLEX 90° STREET ELL SCH 80 PVC NIPPLE
MARLEX 900 STREET ELL (MINIMUM i" LONG) (MINIMUM 4" LONG) i
SCH 80 PVC NIPPLE
• TYPICAL (2) PLACES SCH 40 PVC TxT 90° ELL
SCH 80 PVC NIPPLE
(6" LONG) SCH 40 PVC TxT 90° ELL
,
SCH 40 PVC 90° STREET ELL
I
MARLEX 90°- STREET ELL
SCH 80 PVC NIPPLE - TYPICAL (2) PLACES NON-PRESSURE LATERAL LINE & FITTING ANTI-ORAIN VALVE AS R RED
ANTI-DRAIN VALVE AS REQUIRED MARLEX 900 ELL
MARLEX 90° STREET ELL
NOTE i
NON-PRESSURE LATERAL LINE & ING
1. LOCATE HEAL b° FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND
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.
_ POP-UP TURF ROTOR N / A
HI - POP SHRUB SPRAY POP UP TURF SPRAY HEAD
i
i
i
I
r •
u °
JUMBO, LA TIC, VALVE BOX - 1' IN TURF AREAS
'SNAP-TITE' WITH 2-6' EXTENSIONS AND 2' IN SHRUB AREAS
ELECTRICAL LOCKING COVER, BY AMETEK
CONNECTORS OR EQUAL. -- - -- - FINISH GRADE
FINISH GRADE UF14
COMMON WIRE VALVES
1 WATER-PROOF — RAM - — - _-- --- EXTENSION
— COMMON WIRE SENSOR CONNECTIONS=- -- I I = JUMBO BOX
CONTROL- - _- • • • • • • 5 PIPE
CONTROL • • • • • • BLACK
0 VALVE CONTROL WIRE DIAMETERS -- 3d, R�D --- 10 PIPE DIAMETERS
WIRES BURY WITHIN — -�! 3Q- -_
CALSENSE - = - - _ _ RODT SYSTEM _ I � Mkk M FLOW
\ ANY LENGTH ���r�AiMAINLINE
�— WATER FLOW IN 14 AWG WIRE —�
it TO SENSOR
Srr 2"�'� �ZG` D -- EXTENSION
00 - M
3 "
MASTER FLOW ��BACK-FLOW WATER 6' MIN. ���� ° o - PEA GRAVEL
TER METER
VALVE SENSOR PREVEN _ 1~ °
1~ �� 2, - �Lz��xi�C7p_Qo �Q.�$�� I DRAIN SUMP
IE PaE55. �EGR - - -- -- - bd I MIN. -
SEwt%5 (aZ wll.Kl%�►S soo
1"
CALSENSE RENDITION OF TYPICAL
CONTROLLER INSTALLATION CALSENSE FLOW SENSOR INSTALLATION CALSENSE SENSOR INSTALLATION
NOTE: INSTALL PER CALSENSE RECOMMENDATIONS. NOTE: INSTALL PER CALSENSE RECOMMENDATIONS. NOTE: INSTALL PER CALSENSE RECOMMENDATIONS.
NOTES CONTINUE: DESCRIPTION OF REVISION DATE CITY
APPROV'FD
• CITY OF RANCHO CUCAMONGA
• PROVIDE A MINIMUM OF 18" OF COVER OVER ALL PRESSURE MAINLINE PIPE • ALL SPRAY HEADS ADJACENT TO SIDEWALIS, CURBS, DRIVEWAYS. OR OTHER
AND 12" MINIMUM OF COVER OVER ALL NON-PRESSURE LATERAL L:NE. TRENCH HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-!JP BODY TERRA VISTA
BACI,'FILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION AS SF'ECIFIED ON THE 'LEGEND AND SET FLUSH WITH THE FINISH GRADE.
F'IF'E OR EOUIFMENT. IN THE EVENT OF BACIFILL SETTLEMENT, CONTRAr_TOR _{
SHALL PERFORM REQUIRED REPAIRS AT NIS OWN EXPENSE.
• INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF TRACT v
271
RADIUS 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 PVC SCHED. a7 SPRArING WATER ON BUILDINGS AND HARDSCAPE. ADJUST ALL VALVE FLOW
SLEEVE WITH 7,6" MINIMUM OF COVER. SLEEVE LOCATIONS TO BE AS SHOWN CONTROLS TO PROVIDE OPTIMUM PERFORMANCE.
ON PLANS AND INSTALLED PER DETAIL.
• PRIOR TO BACKFILLING IRRIGATION TRENCHES:
LEWIS HOMES
• ALL OUICI COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER I `
• ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT I„ APPROVED 6Y DATE
AREAS WHENEVER POSSIBLE/ AND WITHIN 18OF THE HARDSCAPE. ALL ua:C! � � /��, _
17
COUPLER VALVES LOCATED IN TURF AREAS SHALL BE INSTALLED IN AN 6- 125 PSI FOR A PERIOD OF FOUR HOURS. ANY LEADS FOUND SHALL BE CORRECTED BY REMO' ING THE LEAs ING FiPE OR FITTINGS ANL iNS'A 00,
21397
LING `,, I'ti'V' I;1, �{� CITY ENGINEER RCE NO
DIAMETER GREEN F'LASTIC VALVE BOX.
NEW MATERIAL IN ITS PLACE.
DESIGN RFC MMEry
• ALL THREADED PIPE CONNECTIONS MADE TO SLIP-JOINT PVC F'IF'E SHALL BE << f
T AIC NO l,g1
MADE WITH A PVC THREADED COUFLING. ALL THREADED APAP ERS AND
�- Land Concern. Ltd. _
COUPLINGS ARE TO BE 'DURA' DEEP SOCKET TYPE. K L _ 17rOEAST DEERE AVENILIE SHEET
L,A:L DRAWN
• CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW {� � � SANTA ANA u 92705 _4__ 7
HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. 1 PHONE (714)25-0- 4822 OF _ _
SHE EKEDRAWiNG No
/�U 7-L
RCE NO—
—�� GI[i/✓L DATE FELE NO _ +
SHEET /OOF 13
IVINE LEGEND
rtr"I �
L1M(T 0 WORK SYM. QTY. BOTANICAL NAME SPCNG COMMON NAME SIZE
CREEPING FIG
* 10 FICUS REPENS (REFER TO DETAIL D, 5 GAL.
r. XG I SHT. S THIS SHEET
x � ATTACHMENT)
I x
��JNGY �� ' Yi✓�L�jZ HYDROSEED NOTES
PLANTING LEGEND
X � P�
I
x F,w� N _ - - 1' TREE LEGEND
X 1. ALL TURFGRASS AREAS AS DESIGNATED ON THE PLANS SHALL BE
HYDROSEEDED AS FOLLOWS: SYM. QTY. BOTANICAL NAME COMMON NAME SIZE z
2. PREPARE SOIL IN ACCORDANCE WITH THE SOIL PREPARATION NOTE.
SMOOTH ALL SURFACES, FINISH GRADE TO 1" BELOW ADJACENT WALKS.
X DRIVEWAYS, ETC. ROLL AREAS TO EXPOSE SOIL DEPRESSIONS /
SURFACE IRREGULARITIES. FILL LOW SPOTS AND EVEN
X IRREGULARITIES. LIGHTLY RAKE AREAS PRIOR TO HYDROSEEDING.
OWNER SHALL APPROVE FINISH GRADE PRIOR TO PLANTING. OMG 3 MAGNOLIA GRANDIFLO�A , 30I SOUTHERN MAGNOLIA 15 (:r. A -. t
�(
NIo.J F..&q)G 13�aUT`f _
3. THOROUGHLY NIX AND EVENLY APPLY THE FOLLOWING HYDROSEEDT MIX AL PC PINUS CANARIENSIS 24� CANARY ISLAND PINE 15
i
TO ALL DESIGNATED AREAS FOR TURFGRASS HYDROSEEDING:
CELLULOSE FIBER 30 LBS/1000 S.F.
X 16-20-0 AFWONIUM PHOSPHATE 7 Las/1000 S.F. SYMBOL BOTANICAL NAME QTY COMMON NAME SIZE SPACING
x SHRUBS
I X
IBDU 31-0-0 SLOW RELEASE q 7 LBS/1000 S.F.
SOIL SULFUR 3 LBS/1000 S.F. Q AG — ABELIA GRANDIFLORA 41 GLOSSY ABELIA 5-GAL 4-FT.
AG. GYPSUM 25 LBS/1000 S.F. ` EDWARD GOUCHER'
SEED MIX PER LEGEND 12 Les/1000 s'.F. Ox XC XYLOSMA CONCESTUM 43 XYLOSMA 5-GAL 4-FT. �
4. HYDROSEEDED AREAS SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS 'COMPACTA'
+• THE DAY OF THE HYDROSEEDING TO THOROUGHLY SATURATE THE SOIL.
AFTER THE FIRST IRRIGATIONS, WATER SHALL BE APPLIED AS OFTEN
AND IN SUFFICIENT AMOUNTS AS CONCITIONS MAY REQUIRE TO KEEP
TSE SOIL MOIST ABOVE. AROUND AND BELOW THE SEED/ROOT SYSTEMS GROUNDCOVER LEGEND t
�- AS MAY BE NECESSARY FOR PROPER GERMINATION AND PLANT GROWTH.
5. THE LANDSCAPE SUBCONTRACTOR SHALL RESEED ALL NONGERMINATING TURF AREA- SEE HYDROSEED NOTES.
ORERODED
AREAS SHALL BE FIRE
S
FREEOOF BARESPOTSANDFULLY
w )
.41
_15 GERMINATED PRIOR TO FINAL ACCEPTANCE. 10 17,
Y
6. WHEN HYDROSEEDED TURFGRASS REACHES A HEIGHT OF 2 `. BEGIN
•
MOWING AT A MINIMUM HEIGHT Of 2". REFER TO MAINTENANCE NOTES ALL SHRUB AREAS TO BE UNDER PLANTED WITH GAZANIA UNIFLORA MITSUMA.
FOR ADDITIONAL MOWING REQUIREMENTS.
7. REMOVE ALL ROCKS 3/4" DIAM. AND LARGER 1H TOP 2" OF SURFACE YELLOW AT 8" O.C. TRIANGULAR SPACING.
M SOIL IN AREAS TO BE SEEDED WITH TURFGRASS. I
_� B. TURF MIX TO BE COMPOSED OF; Y �� Y
APACHE) 10% A-34 BLUEGkASS
I
PLANTING NOTES
_ XG
1 . ALL TREES SHALL BE PLANTED A MINIMUM 3 FEET AWAY FROM CURBS, SIDEWALKS,
OR OTHER HARDSCAPE. t K r 1005 �. r3
ZO- 2. TREES WITHIN THREE FEET OF HARDSCAPE SHALL BE INSTALLED WITH ROOT
CONTROL BARRIERS PER DETAIL A, SHEET SUCH TREES ARE NOTED ON THE
PLANTING PLAN. PRIOR TO BACKFILLING, CITY SHALL INSPECT INSTALLATION.
�-L dl�f: � ' ( SEE SPECIFICATIONS FOR ADVANCE NOTICE REQUIRED.
3� � 3. ALL TREES ARE TO BE LOCATED: TEN FEET FROM ANY LIGHT STANDARD, POWER
[A_q4�4L_ POLE, OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE APPROACH,
FIRE HYDRANT, OR UNDERGROUND STRUCTURE (e.g. CATCH BASINS, VAULTS) ;
AND THREE FEET FROM ANY METER.
j 4. ALL TREES LOCATED WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE PLANTED AND
STAKED PER CITY OF RANCHO CUCAMONGA STANDARD DETAILS. PLEASE REFER
TO PLANTING DETAIL f5 , SHEET S,
5. LANDSCAPE CONTRACTOR SUALL REM0VE„1W 2,ERY SUPPORTS FROM ALL VINES
AND ATTACH TO WALL WITH EYE HOOKS, WITH TWIST TIES ATTACHED.
O
6. REFER TO CIVIL ENGINEER'S GRADING PLAN FOR SIDEWALK CONSTRUCTION AND
x I GRADING INFORMATION.
x > 7. CONTRACTOR SHALL PLANT VINES AT FACES OF WALLS PER PLANTING PLAN.
NURSERY SUPPORTS SHALL BE REMOVED AND VINES SHALL BE SECURED TO WALL
WITH EYE HOOKS WITH ATTACHED TWIST TIES.
• �'
v�
� orIA Iq/►Q
s
hC4.4
q `
PLANTING KEY
PLANTING LEGEND II 1283
DATE
ESPALIERED �P
T„ GAL. GALLON CONTAINER SEE PLANT LIST OR Of
HTHEIGHT CAI�F�
• C GROUND COVER LT LEGEND
' HE5- I
' L.A. LANDSCAPE ARCHITECT SIZE OF PLANT MATERIAL
OR BOX SIZE
L.C. LANDSCAPE CONTRACTOR
MIN. MINIMUM QUANTITY OF PLANT ciTr
'+ MATERIAL DESCRIPTION OF RE VISION DATE
APPROVED
• M.T. MULTI-TRUNKED
O.C. ON CENTER
% RWD. REDWOOD CITY OF RANCHO CUCAMONGA �
• 3 l S.L.A. SELECTED BY L.A.
• I
SPEC. SPECIMEN
• , I
SP. SP EAo - TERRA VISTA
aar�� NOTE; REFER TO SHEET 4 FOR
PLANTING DETAILS a SHEET 5 TRACT 1 3 2 7 1
FOR PLANTING SPECIFICATIONS ,
PLACEMENT OF TREES SHALL BE
APPROVED BY THE CITY INSPECTOR, PLANTING PLAN
i
APPROVED BY DATE �� 7
CITY ENGINEER — RCE NO 2 397 I
LIMIT OF WORK DE SIGN ��- REC 'MMEf1vE C
op�-16r� r.4f-r sr> � _ _ _ Land Concern, Ltd. _-
Ck4%h 1750 EAST DEERE AVENUE_ SHEF T
SANTA ANA CA 92705
6 (:)F T
PHONE (714)250-4822
CHECKEDkAWING NO
RCE NO /
a':ZO'—Os - - DATE FILE NO _
SHEET // OF /3
31 CI 61 SI
I �
0
5
`} PREVAILING WIND I STANDARD
0 0 �
city of rancho cucamonga DRAWING
0 3 1
G Z 4 3- BERM TO FORM DEPRESSED 6 01
WATERING BASIN
_ DOUBLE STAKING
II FERTILIZATION
ELEVATION PLAN VIEW '' ; CINCH TIES OR VIT BRACES SCREWED TO
.,,.,. .' GROW POWER TABLETS PER MFGS, LOOGEPCLE STAKES WITH GALVANIZED i 2H WOOD SCREWS
1� WALL. _ ' I 'GROW-ROWER' PLANT TABS PER 2' DIAMETER LODGEPOLE PINE STAKES 10' LONG (2) sot+•�■
2, FINISH GRADE MANUFACTURER'S RECOMENOATIONS I WITH WOOD PRE SERVATIVE STAIN. STAKE A MINIUM
OF 12" INTO UNDISTURBED SOIL AND ALIGN STAKES �t '� o
km�d BACKFILL Mlt PER SPECIFICATIONS PARALLEL TO CENTER LINE OF STREET. (USE 12' ,�n+-�- ]�
3. EYEBOLTS: SECURE VINE TO WALL WITH 5/8" DIA, EYEBOLTS :' ,
STAKES FOR EUCALYPTUS) LODGEPOIE TO BE TREATED _ � �_ _------- --*T--- �— —
IN LEAD SHIELDS =-i CONTAINER PLANT ROOT BAIL INETURFFUNK AREARBOR GUl�ROS_ tllp�RAIEL GRAVEL 2. �s
4, 12 GA. GALV, WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S PLANT PIT TO BE (2) TIMES THE - FINISHED GRADE --- ,i_ i-
- o BfOtCW TH DTHE iBOTTOM HE TOFATHE`ROOT •1 - DEEP ROOT OR EQl1Al CONTROL PLANTERTAPE, BELL EQWL 5. EYEBOLTS FOR FUTURE USE, C / ] 22-29-18 P WHERE REQUIRED OR APPROVED EQUAL T" �� NATIVE SOIL 0 T B Il 6. 6 x 8 CONCRETE VINE COLLARS IN TURF AREAS ONLY. INSIDE `� BACKFILL FREE OF ROCKS 3- IN DIAMETER OF
RADIUS OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBALL "OTE `\ GREATER Q � o.r•[ .►..o•cH ;
NOTE MINIMUM. 1 UNTANGLE MATTED $DOTS By LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER o _ - --
FROM HOSE. CO NOT CRACK ROOT BALL. -- — -i�Q!_�-�TTS- i ,C 4__
I. All SNAU6S/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TR IANGUlAR1 UNLESS 1 ROOT BALI ntAHrTry �'•'- � Y y
OTHERWISE INDICATED ON PLANS SEE LEGEND FOR ;PACING RE U:REHEkTS. 2. PLACE -GROW•POWER' TABS IN PLANT CONTAINER PRIOR TO PLANING FOR OBSERVATION 1
PURPOSES. '~ ST*uC7J[
••
r � AND VINE :�_:.�r...�
GROUND COVER VINE ATTACHMENT � SHRUB � r
SPACING TO WALL PLANTING DETAIL CITY TREE STAKING TREE PLACEMENT
a
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L ,. 1
rLc��+ea�Fr4I)t D
_ •
C i i Y f I1
_ _- _ _ ftE�C►AMFN7 U _
rFC01",Y1N1( rD -
4 K M
SOIL AMENDMENTS
FOR TURF AND GROUND CC'iER PLANTING, THE FOLLOWING AMENDMENTS DESCRIPTION OF REVISION DATE CITY
SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO A APPROVED
MINIMUM 6" DEPTH BY MEANS OF ROTORILLER OR EQUAL:
AvT./1000 SQI!�PF FEET CITY OF RANCHO CUCA MONGA
6 CU. YDS. NITROGEN STABILIZED ORGANIC AMMENDMENT
DERIVED FROM REDWOOD SAWDUST, FIR SAWDUST, OR TERRA VISTA
CEDAR SAWDUST
15 LBS. 12-12-1? COMMERCIAL FERTILIZER TRACT 13271
THE BACY.FILL MIX FOR USE AROUND THE ROOTBAIL OF CONTAINER-GROWN PLANTING &
TREES AND SHRUBS SHOULD BE PREPARED AS FOLLOWS: CONSTRUCTION DETAILS
6 PARTS BY VOLUME ON-SITE SOIL
4 PARTS Eft vu.UME K:TROGEN STABILIZED ORGANIC AMENDMENT LEW HOMES
1 LB. 12-12-12 PER CU. YD. OF MIX
2 LBS. IRON SULFATE PER CU. YD. OF MIX APPROVED BY ' DATE 11 1T TIr—
THE ABOVE MATERIALS SHOULD BE THOROUGH,Y BLENDED PRIOR TO USE FOR CITY ENGINEER RCE NO 22397
BACKFILL PURPOSES.
OES!GN RfC�MME4�E;
LAB WORK PERFORMED BY- SOIL AND PLANT LABORATORY, INC. , SANTA ANA , - —
-Land Concern. Ltd.
OFFICE (714) 558-8333, LAB #98125 ON 3/27187 FOR LEWIS HOMES, CPAAN 1750 EAST DEERE AVENUE SHEET
TERRA VISTA. SANTA ANA OA 92705
-- PHONE (714)250- 4822 --�_-0F
DRAW' C,, NO
/�LI _ RCE NO
DATE- — -- - FILE NO
SHEET I;__OF
I—
- _ ---- — — ---- - -- - ._. -.. ..
it
- -
_. _ _
_ -. _ _ u _�• re a eat. .nr Sna' pt of !rt rad to Sacks mien Manu +tearer s label ZO- WATERIKO
- _ .. _ .. ... - - � ,A.•. •n.; ..,r., .,°,r ,�• �.nr ores%u'a :est, the heaa -,"a De ,nsla''ea rine r i r
CONCRETE IRRIGATION tested fo. operAtton to ucordence meth 6etlgn requlrempnts um err norma sh'nving weight end analysis 4t ached to euh Sack A. laweutel after planting, ester shall bt •pp11t4 to each tr.a ►y tans of a
Operatfnq presturt. Contractor shall verily head pressures With phot hose. TMywttr SM 11 De applied fn + moderate stream to the Planting holes
�e ■ e,t tube and adjust wive to Corrtspone rich Otslgn Drtssure. S STAKING MATERIALSy
wheel the material about the roots is completer s•tur+ltd from the bottom 01
/. SCOPE /. SCOPE D. nstail�t,on or 4,ng-Tete wt /1�
44197!`k_ t as my be noted in other parts o1 lite Specifications
A. Tree suktnq shall M as per dtut} the hole to the top of the ground
Furnish and +n stall •11 concrete cork complete as indfuted On the dram+nqs and Furnish 111 ma terUls, tqufpment, strNtali superrislon, tr•ndrawings a aha tabor ._ . tnsUltatton Of RI^9 Tile pipe and conntctf %F.dl1 1. Ties for holding tuts shams be at perdltall 1. 118ntt .Rich unrest be watered efficiently with the existing este/ tystew
be c,l, manwl as /urntsntd by pipe wknu/ shall Se watered by weans o1 a host.
%peellied ,ncludtng mtCtSSary t0 perform 111 1rn gat+On kArY complete. InCludtnq
drawings and Spttlfl- � __ ,: set forth
alto^s, service tanwls, record, drawings, loose equipment, guarantee: materials; by T1K yo`k. ^> It Cole+ny wnwl 1772-6 . I tnclyde, but 10 GRADING AND SOK PREPARATION C. Ilpoly wee. In sufiiclen[ Quantltles aha •s often •s seasonal ceMltlens r!-
A furnish and Stt alt reinfprctng ttttl, DoltS Ind MChOrS- end to Stallat,On. not be ltwl+tc ", '` nstallatlon O (he Draper dt Dth and q g
ufre, to keep tkie round ret at all tiamt, veli below else foot systM of
1. Install all ,teas required by other trades which are to be cost into concrete the correct local w'� ,�b,—t of adequate sites. Con- A. Contractor 1s to ftn,sh grade to within 1/10th of a foot or 1> below pavlttg grass Ind planting. Can +s to be taken in mein sroptt so /s not to
2 DRAWINGS AND SPECIFICATIONS tracto. shall mate a e : a r i „rrthe mnufacturter's repr'esen- %#stet paving exists. cause eroston damage
C, Concrete now %tn psi footings lo. w 11%, /enc,ng, pen�het, etc mere - -
aD01,c+bee A Tne ,^te^t o/ the Drartngs and Specuttons fS t0 indicate and Specify a timed during
the start 1 A^d may De regv,red tram tine to 1. Moisture Content - The soils shall not be worked risen the moisture content is
time during co - a — D. following the D1•ntinq of ground cover planet Iv.nisha'd in Matt, each ► ant
complete Ind elflctent sOrtntler ern Batton system. - so great that exussfve coapactton rill occur. and rat Wntn it Is so dry that shall be ,mmie ely +M tiaroughly wtered Dy weans Of a hast rich • slo�-
!. GENERAL (2) Each , tested at a pressure *C Ilk tnM the arms- dust ■111 forty to the air or that clods rill rat Dream rlad,ly. alter SM 11
running ttreAm Of este .
1. ►lot d,mensfons are aODsoxlmate Contra for SM I1 carefully check Ind verily r omiernded ro,king prtssvre for a pe (2) hours, be appl,e0 ,1 necessary to provide ,deal aolsture content Ior tllltnq and for
Ail regutremtnts of subsection 7 31, SU ndae0 spec,/icat+pnt for Public ib rYs all dimensions and shell report any variations to City nt Couplings and connections exposed end mien :tiliI the piantfng. 21. TREE STAKING
construction, snap Apply except as specified htretn C. Due to the sa le of the Drew+nqs, +t ,s not poss,0le to indicate all offsets, pipe section suf/tcltntly supported to Hold Dtpt to place N C. Preliminary Gradfn_2 - Preliminary Grading SM11 be dont in %welt • Hunner ati to
fittings, lac which wry to mega+vee Contractor shall artfully f^velli- E. S n nklers `- IetTcTpe[e the 7fn sn grading. Eu els soils sM 11 De removed or n d,strtbuted A. Stake all non-guyed trees •t cleat o/ pflnting by placing Stake in the prtptrtd
- - before ate 04tion p/ fertilizer and mulch. Yihert soft Is t0 D! reD,actd by holt and Orir,ng it iB" into solid ground. ►lafL the trtl +S close LO tM r
3 MA TERiA L S gate the structural and /,n,shtd cone,t+ons aflecttnq all his cork, •^O plan stake +S possl0le rltnout crOwAing tM roots •n the tree to the u00e
A. Portland cement sM 11 conform to ASTM-C1S0, Type 1 or Typt 11. his wort accordingly. Or•rings art generally d+lgrantm+tfc and tndiutlre of (1) A11 nozzles on stationary pop-up sprinklers shall be tightened alter plants and mulch, allow nee %Hall be made so that talion Itnish grading M s
the work to be Installed Tht wort shall D! ,nstallad in tl+e most direct and insU lldt wn. All sOrtnllers having an adjvsame�t Siem shall be 4djusted begun, there Shill be no deficiency in the Specified depth o/ mulched planting end of ttake in at least three places using X-lt tree Dra[es
1. Concrete egg^gate sM 11 cOnlorm eo ASTM-C)3 rprlmanli►t ma^Her, so tn►t conflicts iXtrrPen SDrtnkler systems, DlAnting •n0 on • lateral line for the proper radius, d umrter and/or gallonage beds _ 6" box site or larger, Shall be fitarediatrly guyed •iter plan
C. rate• %Hall be cite^, fret rrom strong acids, •IYA1i, oil pr orgAnic mrtttr
architectural features .,11 D! avoided (2) SDN n►ler Held% and n sets sM 11 De installed according to details
0. vled,ng - before and during preliminary and /shish grading, all reeds •M n thrtr guys per fret, or at directed Dr tM 1.
it grasses shall be dug out by the roots and disposed of off site lexcept those
O Ayrt.tvre mor al l yoemed concrete s^at a Dt SICU C^ental Comp's "P1ast,mmint', 3. SERVICE MANUALS :. Valves (I) D f tree Dy covering .ire with - e• rutlDtr
also
or •ODrored equal, •pv''ed ,n strict accordance meth ma^v 4ctyerr's d,rect+ons reeds and grasses rot o/ the perennial t pe, less than 2-1/1" nigh and rot hose
Co^tractor shall /car^,sh two (2) service manuals to city Nlnw Is may De loose (i) Reuaote control wires tM 11 be adjusted so that tie test mingle sprinkler bearing nq setts, Which way be turned under pats more than 2-1/2' high /M not
E Rein/OrClme^t rtinf rC,ng Steel ASTM-AIS an0 ASTM-A305 meal and Shalt to^U in complete e+Dioeed drawings o, all equipm insUlleC heads operate at the pressure recommended by the head manufacturer R! Dl+rtng seeds way D! turned under lercnnlal weeds and grasses to be removed (1) Guys to bt nited r�'-, wen /lush rlth 11n,ih grade Or
mote control wives sM I1 Dt adjusted so a �ntfprm d+stributlon o1 ester include, but are not limited to, ant following 1"x2' palvanleed
r+rcraor,c ASTM-A185 snowing componcn(S +^e a t41oq nut+tors logrthe, with the manufacturer's nage and _ .-
F For*-,
address Add+t,onel SnePtS shall corer operation ,nstrutb+Ons Simple enough t0 b! tS /DD,ttd by ant sp n nlllr nl4dS t0 the D,♦nL,ng ertaT for tach that- Nut Gress Puncture Vine Oa p al Gra SS Mustard Plant St Auqustfn! GrK t (3) G+xr r i+ 9+!•+• h - Mark guys with 3'-Oe
-11
- understood without Specialized knowledge vlbual valve s stem 9 r
tl, lu•brr Shall Dt -construction grade" Ouugllt fir r Aefaifa Johnson Grass vire Meed Morn in 61or -- •• ;e PVC D,Dt - - -
(2) QuCcl coup,i^9 wires sM 11 D! set •DDroxfmately 11" from walks, curbs, E. All Planting areas shall be %ca n I+ed to a depth of 12 inches below grade withW-000 nes Are to De t,gntened to fern tension -
(2) Plyvooa for forming or concrete .Aact, +S a■posed Snali be ►1y1oM 4. RECORD DRAWINGS Maderbpards, o• eared +yeas mere appluable Vertical positioningof
All plywood u5l0 rpm forming shall Dt •t least S%6-+nen thick, and edge ant spacing of ant rapper teeth no greater tM n 12 inches on center prior to
Scalae ton ractOr SM 11 procure from C;ty • t r tra++SDlrency Of the Sprinkltr layout qui couDl+nq •+Iris Shall bt Sutn that cleave top ■l„ Ot Ilusn ■Ian plAcinq CO^dit+omtrS and /trtiltzers All rack and debris mart than I" fn 2 t E S P A LIE RIN G OF VINES k
the settled fh grade at dttermtntd after the furl ,s estaDltsned and d Umettr SM 11 Oc rtRtovtd from ant site
and mark the exact "•s built" arrangemen ncluding lout,o^s o, all equipment 3" above grade ,n ground cover areas
G E■0+^s,on aoint fitter sM 11 conform rich ASTM-DI751 (premolded) insU lite locations that, De shown Iron eatlly idenl,fled permanent features All trellises and stakes are to be removed from plants and the plants shall M "mac
Sucn ai sO n ntler needs, Ou+ldlnrs and w t►s. The "as built" drawings shall be G. Valve boxes F. Trencncs - II %Orinllpr system ,s installte a1(er grad mg and fertilizing fs Iastenee and trainee against Iences or w Its +s d+rectee Dy the city
4 CONCRETE drafted lmpl0y,n? a Competent dr•r(Sman After irnal i^SDlct,on and De 10 r! I,na1 tomlthetde, the upper portion p/ int Dactl,ll 5^ail Ot rttilll0 and Ierttl,ted
payment, the my tr shall be delivered to city (1) Valve Gomes shall Dt set one•MIi ,nen (1/1") above the designated to the depth specifies y0• the arae requ,rte, to conform to the speciltut,o^t. 3 CERTIFICATES
A Quattty /fnish gr40e ,n lawn areas and aro tncnes 12") •Dove finish grade to
ground cover areas. 11 OIL CONDITIONERS SOiL REPORT BV; SOIL AND PLANT ,ABORAT NC. In 4dd+tion to /ny other ctrtil,utrs specified, Contractor shall furnish a ce►tl-
(I) Contractor assumes responsibility for the design oil and guarantees the 5, LOOSE EOUIPMENT
PERFORMED 3 27-87, LAB M98125, (7 14 ^333- elute mien each dellrery o/ Duek matee+al, luting ant %puce, qua^lily • type o
specified ultimate strength as i^d,catcd or specified Herein loose %Or,nkl,ng equvDment, oDtr/ti^g lays ane %ware parts sill Dr /carnlihtd Dy the (2) Yalre DO.es installed near whit, curbs, nl be fl ar4S, and ems listed
tedll
Oa 4-6' from those items. Top surfaces %Mil M flush with toms listed abdva. A at, p,e^tinq areas ane tol,or,nq appl,ut,on shall be mate y square Malan♦1 and that [hr materia! conforms to the specilicat,on requirements. or
(2) Con(rete, mln,mWr 28-day ultimate Strength shall De 2DOC DSI Contractor in 9uent,t,tt at Snow^ on Dtant or rn SDe<,fi at+ons - of a,Its and %halt be thoroughly cultivated ,n two dirt oto enc top bulk delivered organic ftrtlli2lr, the Clrt+1,act SM 11 a1S0 S Ute ant rOltamia,
M. Automatic.Controlier location _and _Installation b ^,l, and the area watered dew^ net weight, percent of Nitrogen and plrCPnt of PnpsDho nc •cid. For eacA Iertillttr,
(3) Reaey-m,.ee concate SMIt confor• to ASrM-C94 a GUARANTEE
(i) Tne automatic controller sM 11 Dt rnsU lied at tnt aDOrox+mrte location and soil conditioner, In Containers, • sia,iar certificate or invoice th•11 De ur-
B lroport,ons and Co^sista^c� %nor^ on the Plan. nfshee stating total q wnt a Its by reigns ane voluRe Ior each M tarsal These
A ant lnt+ee sprinkler system snarl De v^co^d+tionally q w r•^tte4 Dy Co^tractor cera ileuses shall De %u0'mltteo to the l.A. •fid elty prior to the S a of the
(1) Tne proportions of aggregate to cement Shalt provide a dense mixture as to material and rertma^%0,,p. Including settling of backf,lled areas below (2) All moa 1 rind other •obis aO,t codes shall Ute Oreccdence in co^ne<ttng maintenance period
which will readily work into all corners of the forms and around all grade f,,, a pe„o; )r ,ne ill rear folt;.,^q the date of final acceptlnCt of the 110 volt electrical service to the controller (city shall provide B prepare"
• bac 1 .,ther than
ati^forcementi wit.^out •^y segreget+on of L0,e materials, cause excess t"e r(,t power to controller Contractor sM 11 corrglete nook-u0 to controller ���-,�1
free ester t0 collect on the surface or cause excessive D1eld,nq of dial a% ::+x�.w-'A^\ 2t PROTECTION
the forms NT
B If .,rn,n .np year rrOm ant date of comttPtn,n, %ettlpment Occv•s, and adjust- (3) There %Hall De Adequate ire ,Age en earth tape to
nminiftmover one n •roar {.. SHEET # 4 0
menet pipes, raifrs and %late of ^pads dr ver'^q ,s necessary to pr,nq the control vire Install rive ,n trench and tape to Hain tines on under C` Contractor Shall carefully and continuously protect •I1 se s S Inc uded in the
(2) T^e recommit^dad practices or tnt Amrrrlcan Concrete lnstvtutt %hall De system o• paring to !^e groper •ere! Of the pee"a^r^t areae%. Contractor, a% D+De at 10' Inlervais G Contract, ,nclueinq pia^t malts+ams, fe^c es, suDOosts, etc until 11na1
aU and City
1pll,wed a!I appl,U Dle procedures Tne mw"mm. Slump %nal, not exceed Dart .;' the work ,neer n,% contract, shall mot a11 adjustments without ext to cctD nee a/ the wort by the l A.
,^
3 inches for f0ot,ngs, slabs ongrade, and MASS concrete, S inches for Coll t, City ,nem ,ud,^q �hP 'eSLOralof ail )amejrd planting, Dav+'•g i. Control mere I IOS ,6-:: 12 ,or cu
you^dal+o^ .at't or-oche' ^u•.vemr^•t of a^ ►,^d (1) All electrical t0ulpment And wiring snail comply with local and %Ute 1 !Ds I•en Su1D^dtt rr' 25 MAINTENANCE
y
codes and Dt ,nsL!led Dy those %kilted •^d licensee In the trade Plant,ng pier tM!, D -JI-c! t „e •hP ars and trice Ue depth o the A Contractor SM I1 maintain • sufficient m,ptber of ten •M adequ•tt lQulpment
CDn[ID1 C ShO,IId any sear,.alt,e5 develop ■,th,n the specified ;uara^tet Dtr+Od ,�,ich roOtDdl, Be(kf,11 •mer De added a% n.' aDO ve
e,ty fee's ^car , due to ,^fee',. materia' a^d ,M•kma^%Diol these diff,- (2) Con nett ing and sDt'C,nO O! rl.• at the ..1 res Or in the field sM 11 D! to per/prm the tort Herein specified Plant maintenance wort shall consist
'hr concrete qu•,,ty, propp,ti nt, consistency, etc +t Subject to the r f Rade using a R•,nt-,e snap-tit• connector
r^rai �f and no .nam PS ShAI' to -ale without his DriOr written tr.clr% s^al! Ot ,me„p�,etely ,0•,PC ted Dyt."rt., 'Jr !� ane set's ect,0^ 0 Prepare Soil m 'ackf•,'1 ,n pits for reeled',, and palms as F0110WS Of applying rater, wtrd+nq, a ring Ior plants, inc,uoing groundcovert, ShruDS
aD - city g city et no a11,t, ^a! :est to city . In( ,d,nq any end A other damage and Lytes, I%C6%e, aerating ane Rowing of tar'%, fertilitvnq •^d control of
eDOr^-vat BI(lflpr OrlvMLlOn Jn ILS 1!3 r ^orSr'y rand d?B
.du,,P" by %„" trfPcts 1' is or Peat rots putt a^0 e,staset
The Dackflor pre re^tie^ unlet sM 11 Dt Installed as shown on Plant and De U ill
S FORMWORK 7 MATERIALS MAINLINE PIPING WILL BE TESTED PRIOR TVINSTALLATION r^ate or forest untoHuma% B caused to vehicles
clestee aeea trafl be revai.ee imareet/trty soil. Teves
caused by ven,ctes or foot traffic snAll De filled mien topsoil, leveled and
A '^r..% rr r.erP rdek %ha't Dr p,thee •-1+.e1 or rood Farm,% that alt OF LATERALS, AT 150 PSi FOR 6 HOURS MIN, 0 w ,k &Ill,ed soil shall De umily ot-omly o,t,ble,eee ,u an Area adjacent T, taut- replanted Exitrm,natt gophers and moles, and repair damage
.arpp'1 7 'hat do not have a %-riot^ straight doper edge Shall not Dt used A Pipe and Fittings ,•k end shall Dr ted %O�l s all beT„ned ut,nq a suitable Dlr meASu•'
e ^e' JmutPd e u dvoted 50'! shall De rpmr�ved f•9m site Protect the C Tne entire Deo)ect SM 11 De mainta+ntd for a perloe Ofloo days commenting
F,rmS she" DP Set .•T^ '^e u0plr r'.gp 01 ant boar0 true tC line and grade (1) Brat% - Brats pipe %h&11 Dr IPS Standard tri qnt BSt Red BrySS Fittings arum ruler untl, ,r Hat been .laced ,n baiif•11 around Plant% from the tit's! all Item% of work have been Completed t0 the Satisfaction Of
and shell by stakpd r,q,ely ,^ place .•(h states Set ^O, mort tnAn tour lett shay be .,th stanched !?S-D^und cast bronze threaded t,tt,ngS L A. and City
(4 , acaet se as to remain ,mnc�vable t"•ougnovt the construction All forms Tnt Oro act %hall be cared for in • neat, clean condition at +11 times to
12, Pyr Cnnault - Pipe that ,% used for e0^trot vires shall De PVC conduit 1Z• FINISH GRADING D
%hal! DP e.pAli lie
Dr city .,, a t,'tra^ce .f one DerC!^( ',t, A,1 - LANDSCAPE CONSTRUCTION
mater vis '.mail by ac "a a^d separate'" weighted and m ■,nq %0,811 con. S,Ile t,IP a^ •,pr :??^ All r,rPs under paving shall be installed ,n tnP tatrslaction of city and l A
rnen prel,m,na•y Irad,nq, ,^clue+nq rtPd,nq and fprt,ttt,ng, nes berm coitplttte •^d
t,nue J^:11 the d,str,bur.�n ,f ,aerial .S unit;,. and me "as% of concrete PV1 nsu't - - Cnt %U,1 nes dr,ld %U 1(„ ,P^sly to be readily wr.,roel, all lawn and planting areas
IS "rmDIII^P0mS (3) PVC Oic"M1 114(t P'pe-'ype 122,' ;PvC Schedule 4C 6 BC) Shall be gradpd to the elevdllo^t '^d,(ated on the e'akx nq% Grades not Otnert'ts! 2d LAWN MAINTENANCE
1 two a^0 ,^p-hllf I?-I ?) gA"n^S or .deer per cup'c rare, shat, bt w,tnhele (a) 'roe ',,Ale I High impact pipe 1 SCOPE Indicabpd tt,dil DP v^'f r. 1pvP'S or SlupP1 Det ween poi^t% rnA raterinj - hater every day once Der day for two wore*% and thereafter gradually
f'om the . . at the ),an-,, aha a" ,r a porter v y be added to the m t^entt of f,^itn gr ides Shall be 'VIP al the direction Of the ,educe req vt^Cy o1 ra ttrtng [o three times per art* CO^tractor sM I1 COn-
)ob %I if a% dire, te "t m by • 1^%.PCt,r •he con'rete shall bt ^'mrd A[ least ,b' rum
"i'de ple, .f ;'pe shall be 'he same sire as Iron 01 De Tne wort of this section includes all labor, material-, and equipment required to city, If •etulred timea
to ,maintain the tarn until final acceptance by the l A. and City
5 ^.,les tier• scat^ .ate• ,s addPJ a^d ^ct 'ass t"an 3 Tin,tts of this t+me r P,, , t complete work indicated on the drawings ane r(•k snail De pertO,mpd in accor-
<) pe shall be marked at ^ erve % mot t, etc,ed S' with the dance mien the Dest s Uneards of prA,t,ee re'eti^q to tnr rd"Ous trades and under Fin,sn grape %hall DP a t'Iootn, eve^ end un,tprm plane .,tnuut aD•u0t Change o1 syr- 1 Fertil,zv^ - Apply 16-6-8 at the sate o1 S pounds Per 1,000 Square feet
Shall be • rvx^ atpir ;),,Or t !he !,s("arde of the tot,h ictal mt.,ng time ' ring ,nf,,narion Ma^,facture• % ^amt, no.,nel t size, PVC face S,'I areas ed;scent to bu,ldinq% to al a natural run-oil 01 rate.. and -
D De 5 t Lh! continuous SuDtrrt-,tu^ Jf + CompPLent man�an, �a;,able „f interpreting the tTt r Pe .We t after Installation and rater immediately thereafter
eftp. elainq 3inat water 5^d i' be e! 'east :S notes til, r,and grade ', e . 1?27) %,hedule, NSF approval and (owe,('it dryr,ngS and these spec,',catlons The work ,idea In this section ,% a% tallows surface d'A,ndge %^ail Do directed e% indicated on thr draw^qs by remto del,ng Sue-
C Con(••+.r whit" ,s Hct :'aced riahi^ 9 -,^,ars ar'er the ^t•^duction of came^t s i^daet Tesidnet,o^ IS ?0'-6r Facts to le(,l rAtP the netueai "•u^-Of v" of ra'Pe for spots and Dockets shall be C Diseases and De%t Control - Two rrekS after installation 01 tarn, apply a
a^e .etre, and I% I,ct'e a,e! Has 9i7 vow 3J min ar'er !tering the cel,ki - FtniSn Grading For DI•nt,nq, So,l Prepar.t,on, ct,t,t,zet,on, Denting. including one ,n(A be1o, j,Ade of ad;a,PIT pavPmpnt of any k,nd Grad,^d Sna11 De Gone rnen granular mrrcu�i#1 TuAric,de o1 I 81 mercurous Chloride •% per "Mu4c-
'I) PV; S,nedule 4" shall not be threaded lawn, Maintenance. Inspection and Certifications, C!ta^-,D. Staking.
Sh♦i' ^,t bt ,tPd D CIL,Ons, Guava^LPs%. q. SD+I i-, at 'IDt,m,um' ^,C,SLVrp 'ante^L f(,r r0'k,ng turtr't rPC Orrelie Welt ion
(P) Fittings shall be PVC S,he Jv!e 40. Type i1, MSF approved Guying and Espalle n ng, miscellaneous Allownces
p Moving - Tne tern %Hell D! mored At a Height of 1.1/2" with • Koury aaDirRP,
r4l Py! PrP•,sure Piled PI r ne "^ !PvC C'+ts 160, ?00 6 315) ane 13• METHOD OF PLANTING AND WORK PROCEDURE equlDDed mien rollers, before +t reaches 2" ,n Height Collect qr+ss
S CONVEYING AND PLACING , P .z. 2 APPROVALS cl,pDl^g du"ng "coring ope,at,ons a^d reRove From Ue site
_ 'ape '7; cPr: S.`eiule 4.. A Y tants n t, p n,un(t,on with the ,n- .
A 9eva•P po"•,^^, a1 corms sha+' bt !^^tau 1 -1tJ^ed an0 made t, nt Tole t c t ^g s , De JItI u^C,! all o prat',^% ^ co
' gh r g 'a; -rDe ;'aria I: D•e„sale Rate) D,pP A All sprinkler rpm► 5M 11 D! ,nSDectee end 40Drovr0 Prior 0 ere start Of tU!!aT�,^ •-,f me .,;,,.nk!P' system, nave bPPn ,nmplrtPd, final q,adpt nave After Pun Cutting, t^! lege Of the prat% Shall D! trimt'ed t0 + neat •M
rx.(r.., d1 art n,^!S Sha„ bP we, I-.I before p,ur,n9 fD, ,I,q%, ed r th Snel l no(
be ml.'dy ar the lime of :our,nq 'o n<•PtP she„ bt D,a'td Until ♦pin- ,b,, 'aaler,di% .halt ,,Per the relu,rements Set firth ,n ASTM DITB4.60T any WO rI a% s P%TADIi ,nai, the wr"li ,^9 areas yd v• Devn �,.operly graded and prepared uniform lint Tn! fern mages Snail be maintained neatly •t ail L{met.
f, Ce-r--%. rough hardware, Old '•arms are apDrcved by City B. P n Or t0 !■C1 Wt,pn fpr planting or Dian mq of stakes, locate all „'•llt,e%. as wee�f,ed, all the work anu' wed by the City
, , ',t%,IP d,amete, ,t vlOr shall be the tame sire as Iron pipe electric cables, conduits• sprinkler lines, Heads, valves and valve ,introl B The relet•vp position of ata tree% and plants ,% subject to approval by 27 GROVNOCOVER AND SHRUB AREA MAINTENANCE
B BPf,,p dppntiting ^rr ronc'ptr age ^st old -anrrete, all IaIU nee shall be
re"p .1, e M the %,m elect r ,;"e^e' '^ e•:^die 'ne embedded dggeegate The -dl il,pP shall be ma's Pd i( ,n(e,vals w+in tn! fOi!Ow,ng ,n10 rmYt,On wires, M 0 all utility IineS S° char Dr00tr prPeduT,O^S may De Letts not t0 and, Cit end the sM li ,f ne,e•,',dr be "'n(dted as directed 4% Dart Of
^Ot to e."P'l S' man,fdcturer'% name, n,•,nal site, PVC type and eaage Sucn ,riprove^ents In the event Of a _0 1,-ct between such lanes a^e y r r A rattriny - Ner Olant,ed %Hall De watered once per day for two next
reeks
%,,1ae% %-$,! thP^ be :were? x -r-Pnt g•D,t, u%,^q the specified -I■ the C d t
."n 'i2 .f the course a e app o^ ,!P,, 1-1-? '^(he% thick ;'ale 'I P , PV! ."1 SDR rating (last. MSF approval and (One,p,('at plant locations, p')r^ptly notify Clty Inspector rn0 matt a•range •pier ins U stat on Reduce wterinq t0 every week day for the next two (2
99' %•ander'. m•t,gnat,on 'S 21f-61 for relocation for one pr crit other Failure tc folio, th,% pro<.iure pieces C. All plants shall be •Pmr,wed Iron their cont+,nr• and Set so that, when settled,
reps% rater lnlrNttpr three (3) times par creek until 1iM1 ICCtDUnt!
[ ,,nvr,•nq a^� D'e:,^g Or Concrete %hail be d-ne s0 as t° Ort vent %eperati0^ upon Co^tractor the respoms+D,l,ty Ior, at n,% own r.De^se, irk' , any and •„ they DeAr the same ,elation to the required grade tM t they twee to the B Ftrtll,tat,on - Fertilize three (3) reale After planting with 5 pounds
°f ,rPdiPhtS, and in n0 '-+SP S"a'l 'nP 'rPP feel e.•Ped 6 feet •rpm,ps el :,_ •,,,e : .,nal, ^ , be th'Pided repa+•s for damages resutt,rg from work herru^der natural grade bef�ee being trensplantee (act, ;,last shill be planted in the Tb-b-B Der T,000 %Quart feet. fertilize thereafter every thirty (30) days
S^dll b! case^. is ,e:u'rP^. S,r'ecel 'f :,^(rel! S"+” De kept rtaS,^db,y 'fj Di. f•"`^;t thrill by D'J( •ypP :I, i.hP dale 4� NSF •DC route
spar, with i min,"%,+ amt!a^t of ,-I%r f concrete
e'%ored be k r reaso Do III CM ser ,f (np D,L rind Dackf,lige unless otherw,•.e spec emcee, mien the DetDd see
Di She'' Dt pe,,,mCi'. eS a :ort•^u0u5 id to IJ- ualte,nlit tDoI g'. S !vP^t S"d'l be +:'S .'Ar NSf d:'Cr^vPd at ^anu'e(tured Dy ineuttn al 3- OU A N TITIE S A N 0 T Y PE S soil No so,l ,^ muddy (undition ,,hall be used for bact',I!inq No filling C O,se'se and Dest Co^trot - Far control of slugs a^d %nails, IOD1r pllletftld
p'i e: do s D n
milt be perm„ted around Trunk,, or stem% A!1 1,'oken or frayed roots shall be t,I(d l um ars,nate St Dy rliq^t and metaldehyde St by weight At per y nv
4 D e i' SPrr,Ce, ■d•,P^d, Cd''f •^'d
Sect„^ ,s t eted P1 nt Rater+4ls %hall De fdrniShee in Ue q wntit+es and/or sDtcin •s S^own or rf
a 9 Drnpprly cut 0 facturtr'% ret,^m,P Haat,OHS two rrPPkS after ,ns a a ion
r ^'rP'e s"e'! De s aged and v,bra'ed .,•h me:"a^,cel vID•ato's t^ A max+- '"1 -a,'•^^T,re" be ,„,''zed I^ ha^1',^g ',pe 1 pipe due to the ",i%l- rated fps eecn location, and Snell De of tnp specie:, minds, sizes, et: As for control of cvtrorms and otnPr soil insects, apply Metro brand S011drtn •t
0 J 7 - - D t A and/u, City Shall smip,w,sr the plai ,ng and planting of all plants
main %.bsiden,.e, . .nC,t sppi,a' .r ..r .n�rp„pars the rotor^g bf ,nc,p.p b.I,ty r ,I kin) ,, ,f ,-''it•nq . dr,.�ed o' hardled Carelessly syRDol,tPO and!pr dt%crlbeJ In tae "slant material legend”. as ,nd uatad On the
D +`brat,-)^ wily ^„L be e:,i,at!ed (, w^en -,^rP r,�r i% pidSt,. LU 'IP'dl.mild a addplOr% Sndl, be used drawings T^! L A, nds Vreptrtd [n1s list Only •% a co,ienie^ce to -Ontractor and E )^ the ovens that un dPr Ound <On%tr v(tIon work or ob%trvcl,Ons are en- D!r MnV1a(turtr'S elcOma ,^dations tap (1) wtlkS alter InSt•11•t10n. nit
r assumes no responsibilit f,•r its ccur+c 'he LAnds,aDe contractor is to verify gr product co^U ars Oield.+^, 1,^done and PnosDnorotn,oate
r r r <0,^tvePd in LhP D,d^t'nq oppeatlOn, alternate !OcaLiOns for plant material
e -,ale IIs,! r ,hi" be hii t•gh-p -J. ;l,s one turn with a strap all Sizes and quantities w,11 be selected by t A and city . Operation mill be dome at no extra Cost E■term,natt gophers 4nd mn,es and repair daRage
7 GROUT . e^ " -It t %ha" be per-W.,, ',i,P I:
Lo city p_ Dqu^tng - Ata ,^rubs and tate% shall De pinch pruned •s ne(esu ry t0 lncov►age
A Grout snail be compnud at ant ^+rt Pp rt+ene !amen( and two paste o/ fine ;•e Pf- v pe, 4• VERIFICATION OF DIMENSIONS AND OUANTITIES 9 q
aggregate by vol me mater e`s s"a!' be .ed "y a^d .e'Pr elle] just i',•g ,)Inntnp rt•^q dei. ^1s. M a„ p new "'cls and to Brim vee ,/OY meter mirth. Old Impress, and dead /pelage
14. PLANTING OF TREES al 411 Do removed No ma) for i g Shall bt done without the
end I S n r Or n n
suit w ant t� mase '"e m .lure '' . unje, •ts .r .e'gnt O riIFy aII +,e rsIons'mate Before Dand sh img meth any .oak, Co^teactor snail
-"'- -- - '-Y - � _ '"P �- renfy All dl l'rs,o^s on, approval 01 link city maintenance Inspector
Jue^.,t•�s and shalt ,mareet•tely ,n,o rm A and c1tY A vosit,�^ ula^ts ,s Plant ld<et,o^% ,Hale-acrd On flaring% and Sr(Vrt +pDrc w t
B For try GmV empnt grout. a -,mm- ,f .ate- %"all DP added to the SO � A - I ,, et . Jed of any discrepan<,tS Delreen cne draw, gs and/or suet,f,CJiio^% a^d actu4l coma - Der,,.p P. arat IIq p,t%. mak I^q no .sSary ad lu%tme^ts a% Ind„•ted E reeding - All planting areas ,nc luatng lar^, gr0u^dCOver and Shrub areas
that cne^ wet samttp ,S s.;uePstd nae'. ,^ t"e 'a^d, Surta a mto'slure, Dut no •,e .d•,I, - -- . le I ,, exp+ns,on tions. No wort SM it be done in any area where there ,S Such a discrepancy until
free water, %Heel •:•pea• 0^ the sa m,p'e x mot mix [rP t"a^ .a^ De used i^ s3 alT be kept reed-flee at e11 times reed shalt be dug out by the roots
I. -" apDro w 1 for sage Ms been given by l.A and city B A!1 pits mor trees shall be dug souarP with bottoms lerrl, the length of 4nd d,sDosed of oft site
e't side'. And depth eival to two times the dleme ter of the tree ball Comparted
30 minutes _ - - .nonage so,!s at %,ie% and Dcttums %nal! be !01%enod by •,,6,,fy,nq or other approved UOon coRplet,on of ant sa�/yl LY maintenance period. the Contractor SM I1
S CURING AND PROTECTION "e S. INSPECTION +echo P,ts %ha!! bP be,krii!ed wen urepared %oil to the required grAdt, fertilize per •26 - La.�Ma,ntenance and 127 Grovndcortrt and Shrub
Arta
A Rll exposed sur�aces of Con(rttt Shall D! protected from, da^u qt due to B. Sri, '''P' ..eels A. All inipe(tl ons shall be Made by L A and City ConteA<tor Shall ,equest and 'he Dela^,P of the pit f,'li,d .,tn p'.pa'e'f %o', tno rovdnly ttttted Dy Me,nttnance OI these spec+/Icat,ont
inspection at least two (2) days ,n advance of the time inspection ,s required. water appl,catio^
trripprature. elements, and construction ope'+t'onS Sprinkler Heads shale le as shown on ptAn or !;:proved eavat n 21• GUARANTEE AND REPLACEMENTS
C Set ala^ts � ee^err ,f pit, ,n a veett(al vos,t,on, so that crown of bail
C. Valves 1. InSDtCLIOn rill De required for the following Ddr[S df the ■O'k r,11 be level with finish rade after all,,r,n for watering and Settling and
b Cun n9 9 9 9 9 A Atl SnrUDs ane grou^ecover Shall D! gwr•^teed by Co^tractor /S to growth
(1) All !■Dosed surfaces Of concrete shall be protected from, premature drying (1) Remote Control valves - Electric remote Control valves %Hall De /S (,) During I,nlsn deliver and site and prior
%hell bear the sant rel+t,dn%n,D the finish grade that +t ale to the soil
surla_t ,n the container,Her and Health (ora period of ninety (90) days after COmDlttion of the sped le
and lresnty ,,,aced concrete sham, Dt protected .Sg•+nst .ale Dy earn All shown on plan or �pp�oved equal (2) Plants, after delivery to site and Drips to planting mainttn4nce period, and/or final acceptance by the city All trot uD to 10"
concrete %^e'1 Dr rept wet Fora period o1 ten Oays Atter plactnq. in DreparP depressed w tee Das,n as .,de as D'+^t Darts At eecn plant Yater box time Sha11 De gw rantte0 Dy Contractor to Imre and grow 1n /n acceDt•b1t
order that curing matte may teat^ Dotn surlaceS o1 ■+11%. the forms Sn4,t (7) Gate Valves - AuprOved Bete valves snail De H,D,o or Cr•^e 1138 or (7) rnen vines, shrubs and trees are spotted for platnt,ng, put Dtantinq D
De loosened ane water sha!i De poured over the top% of the ■ails and approved ages, notes +re not e u a w tad thOrovynty, Da<lf,ll,nd any voids with addle,one, prepared planting mt, upright Do%It,on fora pen ori of s,■ (6) mDnths alter comp tetfOn o1 ant SplCI-
fled Rushee^ante pen o0, and/or final +cctOtance by the city Trees I" 10'
allowed to run dOrr between the concrete and ant forms (3) Check Valves - Sw,nq cnecl valves shall De of bronze constrvctton ■i M (4) Specimen trees at Source, before delivery boars or larder, And all held grown sptctmenS Shall bt gwrl^teed by Con-
TT;>)LT .o,l„nq pressure and Shall conform to f.doral soer+fuat,on iS• PLANTING VINES, SHRUBS AND GROUNDCOVERS
(2) Allliquidcuring compounds SM ll De used in accordance ween ant Ra^u- W-V-SI C14,n A. T (S) law^ arN S prior Lo plen(inq. one
year
r of end gram ,n an f the Specified
wa nten& fe ,Ora pe and/ o1
IaC(yrtr S etc ORm+e^ddtiOnS And S^•„ not to used On Surf A(t% IlCtiv,ng Type iV. Check rd Ives sea plan for • model and manufacture A V,anS their
Shrubs 5^eej De pia^ted in ptL% dl !edit !B grldtK in dame LtC On! (1) year AFtlb (thee 2,On Of (ht %peC,Iitd ma intlM nC! period, rind/Or
(6; Planting aee+s Drlo. to plen[,nd than their Da 11 of earth and at ,east 12" De,or the bottom of the Dalt Com- itnal acceD U nee by the city
COnC rlLt hard!^tr
shall D! normally closed an (1) All landscape construction item-,, prior t0 the start Of the Ducted loll at bottom of pit Sha„ be loosened and the pit filled with "Pre- 1. All plants that sham sight Of failing growth At any time during the 1111 0
past 1-,_,gr .re• - _ - - s. ra .r; snail De +s ma nu- calendar day ma,nee nA net period ( Final 1^spect+0 n") p+red soil" to the bottom of the ball ynPr the pie^t M s Deen property Set, the Contract, inclvdtnl tM ma inttnanCe per104 Or the It giants Injured or
• DEFECTIVE CONCRETE the Dtt snarl De filled to the rid grade with "prepared soil" and
' '' e a e (8, At ,ammo cation Of calender dA ma,^te^a^ce period ("F,nA1 N4,n- damaged el To render inem vnsandSi z for the purpose intended, torI1 De
A. Concrete which ,S not In accO,dAnce itch these splu t w^S, out o1 Itne, r� y tnoeaugh,r settlPe by temp,nd and ratPr,ng All v,nPs %hall Dt rPmiOved From vnmred a rely replaced ,n rind and site at the expense o1 Contractor
level or lump,
showing accordance tracts, ruck pockets, voids, s0a11t, (4) pa�u uk Cuuy,in9 islves - Quick covp!I,9 w Ives she'' be as '^dilated on tenance :nspectio^" states, u^tied, and securely fastened ,n an apo^,vpd ma^^e+ to ant w 11, fence `
p 9 r1AmS a^d ,-,,*l b! • lu ttn9 cOvPr Al(trnatt material ma Dt SubmiLttd
r ,n/ uclm Or pants da>a re Suets es Shall b! Co- y (9) Inspectio^ eeports Shall be made for each ,^spectto^ by the l.A. and o, peat• %v•fe<e me,t co rn,cn they amp pl•^ted C. Contractor sM 1r, .,thin 5 days notice by Mt elft, remove and rtDl/ce •
honty<prr�tnq, e■pose0 e o 9 9 for approval Eacn quiet coupling wave %Hall nave a niplded vinyl coves, nnp copy shall b! submitted to cat ane ro^tractor gwr•ntete Dant mater a IS which for any reason fail to meet the requtrenent%
sidered as defective yellow in color. All quick coupling valve keys and hose swivels shall Dt y B. Prepaer a depressed w les Das,n e% ride a% D,amt balls rt eecn plant Mater
of same manufacturer as the quick couDiers. tnorougnly, Dacty,ll,nr any vo+ds w to add,t+onal preDa•ed pl4nting mix of Ue guarantee ReD,a(t,re^t sM I1 D! mad! mien plant materia t as Ind+a-
1. All fins and irregularities Shall bail removed from exposed concrete Surfaces ted or s0eclf ltd Ior the o n g,n11 planting, and alt Such reD,•c inane
cantle the concrete ,s still get!^ rnen Ditching ,s n gu+eee, •1t loose +^e d. -CERTIFICATION C Ground Cortes mate n tis an•tl De qw eenteed as sDeciffed for ale original gwrtnteed mater Uls.
D Automatic Controllers
ynf,rm COncrt[e SM,1 D! memo std Dr,Or CO DatChtng minor rock pockets a++d ---- ------ - Pit%-
hpnlycOiidtnr Snal) be patched with dry paCk Concrete Ay[Omr L,C CO^troller% shall be as Shown On Pians and Details DrtOr t0 ll lCCeDt•^ct mitt!^ CertiFiU tions SM 11 De Su Dm,itPd t0 Ch! City (,) shall
for fiat Sneed ri+nit [0 De +t ltd%t flat pia shun be planted
areas
for ant coelom+ng sham` De moiste^ed prior LO Planting NO flat pia^ts Shall Ot planted /fide—"( 2 S- CLEAN-U/
H E. Control vire fcr ICY'% m day soil / ,', ' !+i�+ ( \
CONCRETE FINISHES S
_____ - , ntroiler to the electrfu l A Q w^tits and �w t,ty of rprre,c v, Feet+,'zea and Organic Fertil,:ee /r Upon candtdebri o1 cyte wort in this section, Contractor shall remove all rubbish,
10. CO Al, wren to be used for COnnlCU Ln! aut ORat C CO r + ��_`
(7) Set Dlents ,n cMttr Of pets 50 that ceor^ pt p1+nt rail to level wiCn � , `( [rain and etDrit eeSult,nq from the OplryllOnS, termor! O1Sused equ4pxRtnt and Im-
Flat surfaces Shall D• Scrreded to the required le vets and slopes and then any Solenoid Actuated Dy remote control�ralre Shall De Type OF-6DOV, 7-strand or B. Oua^t,ty ane pwt,ey or ell So,l Ane^drentt called fpr ty Plans and Specift- finished grade after settling of %011, cne^ backf,lt and rater 11 %I 1'i l .r, f1Z lements of Service, leave entire area involved In 4 neat and acctDtaple con0ltlOn
excess rater and lam once removed Concrete SM ll be compacted with A grid ta"r solid copper, PYC +ntulet,on, single conductor, Jl approved underground feeder cat,ons
O) F14tted plants SM 11 De veli-rooted with runners a[ least t" but not .�� �'�'1 r S h As t0 nett the approval Of ant City
and then flo4ted to • [rue and 1err1 Surf4ce ■,thin the ts'e•AnCt ,;f 1/Bev^ch cable. Eacn p+IOC or "not" wire shall De red or color-coded with the CO"mon
along a 10-inch Straight cede rare pe+nq white T. M A T E RIA L S Bore than 6" ,n tengtn (� ,
C,. r
Set P1•ns for concrete finish in tandsupe +re+s F. Valve loxes Pte^t mAtrrvls ,^dicatcd on the drawings and 0,ere,n speclf+ee snarl conform to lh! iS. TREES AND VINES OCCURING IN LAW" -SIC I)r r(� ?T
All remote control valves, gate valves, and Drtssure relies w lues sM 11 D! in- foltoo'ng _
11. EXPANSION JOINTS Trees and vines occurring ,n earn Shall Dt planted Defort final prlOarat ion 01 �� <
Stalled ,n suitable valve Domes •s S^own in Oetatls, complete with locking A Noma^clatvre - P1•^t names indicated on the d,ar+n s conform to "Sea^lard P14nt
Covers. A)I Sh•II be Christy, or approved equae, and shall De mmrked "G.V." M4mrs" tsU blisnte by the Amer,can Joint Comr,tteeron Horticulture. ExCtDt for thosF areas ('ell
►l acement of e■Oans,on joints SM Il De •S d vtcted and determined by layouts Of or "RCV" with Station mumbe,% for control valves pointed in 1 2" high names tour ed therein, ant estaDl,sned custom of the ^ursery ,s followed
slob markings noted A J " On erarings E■D+^.ton )olmt material %hall be Quick lattarseeAosse)on valva cover by Contr•etor. 17. CARE OF PLANTS BEFORE ANO DURING PLANTING
Joint, or approve e eq wl, or es noted +^ Prams 1. Coneit,on - plants snail De sym+retr,u,, typ,u' for variety And Species, I � 11.1 11
G. tac►flow Prevention Units sou^d, T+taltny, rigorous, tree from peens Jivase, insect pasts, or enter Plants shall not Oe •Mored to dry out teyore o. while De+nq planted Resp 7/" s
Tne bIc►/mor peeve^tion units M111 D! as Shown on Plans and Details. eggs, and shall nave heAlthy, mos mal root systems, well filling their Com- exposed roots moist Dy mr+ns of ret Sardu%[, peat Ross or pvrlap at rill times t of tr� ii
/2 PROTECTION caner%, but not to the point °f be,rq root hnund Plats shall not Dr pruned dun nq planting Operation% DO not expose roots to the all except While being _
All finished concrete tort shall be barricaded to Pedestrian traffic Ior tart! (1) AT ANYTIME. In no case shall trees be topped. Dl+cad 1n the ground Melted D1+^ts, whe Uta in pt u e or not, rt11 not O! ecceDted J-rr_
AlldayBarricadeslhshall be placed bar acedy after concrete traffic q Contractor S- INS T A l L A TION and shall be replaced at the Contractor's expenSo
Shall furnish, place and remove all of his own barricades Contractor matt De A TrMCning C. Dime^stops - Tne neigt,t and s0eeae of all plant materiai shall De measured
rtspons+Die for any eaw+gr to Her construction and re0l+cament or repair oI tM —__ mien Drancnrs +^ the+r norryl 1 t W A TE RiNO B A SIN S
cork shall Dt mate without added cost to city (1) Excavation Shall be open vertical Construction Sufficiently Wide to pro- s sal l 4md shell 4' is above the On the drlr- CITY
Ing% Tht C11,ppr p/ all teats shall be measured 1'-0" .Dort cne surface DF DESCRIPTION OF REVISION DATE
vide fret working Space +round the work installed and to provide ample (he ground. mere a 110te Or oLhlr Oimtns,ons OF any plant Ratan a1S art A. tOnSLryCt t /trwly cOmp•Cted Lound Of 50/1 around mach telt and plant t0 f0imw A PP ROVE O
13 PATCHING Space for backf,Illnq and coRpe(tinq 1 wterinq basin at the edge o! And iollor,ng the SM De 01 tM D1•nt+nq D,t
omitted from the "Plant Legend", It Shall 0! understood that title plant
(2) lrtncne5 Ior pipe Shalt Dt Cut t0 rtquirtd gryde lints, and trench bottom matt,lal-, Sna11 be norRat Stock For type 1+Siad Ire1. NDvnds Ior trees and for vtnrs Iron 5-gallon or larger containers, T 0 F R N C H 0 C U CA 0 N C A
if p/tcnfnl fs necessary and permissible, a bonding agent such 1s veld-Crete, or %Hall De compacted to Drov+de •n accurate grad! and untforw+ bearing for sM 11 De at least 4" hill. Nounle ,or est pthlr trees, vines or plAnts not
emu+1, SM 11 Dt used the Full length cal the line. D. Inspection - All plant Rater vis must nave Dee^ Drevtously inspected at ale otherwise specified shall be at least 2' nigh Excavated etran, tt capable
nursery by the Cou^ly Horticultural Depart me,!I and shall be subject pf re U fninq ester, may Dt used Any settlement Within the basins reto,n ng
(3) Mhen two (1) D+peS •re t0 De D1•ce0 in ant Same trench, a 6" %Dace to the inspection and Approval of the city before planting ester SM 11 De re1111ed t0 the regain d greet ■,U prepared soil, and Idd+-
14. CONCRETE CURBS Shall be malntoined between pipes
E. Plant I,SL - Is indicated on drawings ttplal nitrogen sU 0il,tee sawdust Worked ,nip tM syr Oce as rtquirtd tp rt- TERRA V I S T A
Construct concrete curbs at locations snows on ►lens as Oetatled, trot to line aha 1. B•ckf111tn4 _ store the mulched condition.
grade, +s approved Dy tM lou 1 County or City. Use natural grey Portland Learnt F. Sizes of Pldn_ts - Shall De as stated on the P18n Con U,Her %epee (1-gallon,
co^trete, 2000 DSI cowpress,ve strength locate e■Da^stop joints as dt a ilea or (1) Backfill material shall be approved soil. Unsuitable material including 1; aIle a-d _13lion), shall have been grown ,n containers for at least one the end of thelA4 day w+nttnance period all watering basins in earn areas
snoWn, +n0 as directed, at ,^ler w is not to exceed ,,,teen ieet (IS'). Fin sn rich clods Ind rote% peer ," to cite sM 11 be remored from the Premises and Dut not firer two years. sM 11 De leveled to t,nlsh great .nd ane .mea aha„ D! tpdded mien tM TRACT 13271
Steel trowel, tarn Drusn meth Dn sale Drusn par+tlel to Ince or edge 41%pose0 of legally at no cost to City splcfftc sod.
(2) All backfilling shall be done carefully and shall Oe properly complctld. G. Subst,tutio's Substitutions for the +nd,uted plant ma ter+a is will De per-
mitted provided the are
ma a as ten ads tae al Costa +n Aewnce Dy the or OOED LAWN SPECIFICATIONS
iS. CLEAN-UP (3) Depen of trenches sM 11 De su/Iiclent to Drov+Oe + minfmmrm (over above and enc subst,tut+o^s are made at no additional cost to 'city Except for
pon completion of 111 concrete cork and before 11M 1 acceptance, Contractor shall the top o/ tM DiDt +s /oiloWt •utnortm n vart•tions, •I1 svbst+tute Dl+^t x+ate n ams shall conform tc the A. to all l/rn areas to a depth of Bw. Rocks a M OeDr1S 1• an 1'
requirements of [nese Spec,l,cations. If the accepted substitute materials 1n d kt+tch are Drought to list Surface Dy cult,w t1 De removed
remove all tools, surplus materials, IDD+e•tus, dtDn s, tet.. iron ant tfte and 12 over IVC non-DrtSSurt lateral minae art o1 a less value aha^ inose indictee or sDec,lfed, the Contract Delft rill from tha s' camel w Ston does not break 1
uaipS - e tooth iia rrpr
the site Shell be left in a clean, meat condition atcep a bit to city 11" over PVC min under p lateral lines for rotor system Dt td)usted in accordance rite the Drorislo^s of the Contract. Shall be pulled mechanical seeder Or L E S HOMES
16' over PVC wain under pressure Anas to M D,Inted to 1e 11 be smooth to present a neat and
N. Planes Not Approved - Plan d not approved Ire to Dt removed Irpm site fmlredi- 1•
. 111171
C. PYC ►int It—d y &Ad r�Dlla�eA W,tn ty,aaDle D,antt. The L.A. and/Dr c;ty reserves the un,fprs grade prtpr 1p +ntTall %pd Tne lain bed chaff Dt fntoecltd A P P ROV E D BY: _ 6JwT E
(1) PVC papa shall bt Insulted to a tanner ,ahlch r111 protide Ior tmp•n- rfgnt to reject entire lots of plants represented Dy defective samples. by the city. to deter'mimt *r ar.tinq pr,or to sodding Con-
ane Caitrattfon aS rtcOttmtnded Dy the pip. manufacturer, tractor shall obt approval before CITY ENGINEER RC.E NO,_29 n�
(2) All plastic to aeU1 golnts shell be wade Wlth planufc male adaptors, S- FERTILIZERS AND SOIL CONDITIONERS C. All so sh4!l be thoroughly wtertd l+ 10 be kept ton-
vntess otherwise thor^ in details. Samples o/ all soil Imendments, sod and Dl+nts sM I1 bt svDmitttd Ior fniplctlOn ti a ,st Dy w tering as oaten As rtgvlrld.
DESIGN RECOMMENDED
(3) TM joints sM U M +l lowed to set at lt/st twenty-lour (24) hours bt- and stored on the sate until furn,sM ng of waterfall is completed. ptllvery way y taWn areas that do rot shoal a PrOR t etch of grass Shall
M 11 oe 4 at —
fort pressure is lied to the system on IVC pipe• M91^ i+DO'i +DDrowl of samples or as directed Dy L.A. Ind tM city ten day lnterwis until an acupublt suM of grass Is atyree Land COnCern, Ltd. -. 0l i
•
(1) After all Her sprinkler piping and rl%art an to place aha confiecttd, A. Orglnlc Iertillter thali be protected sewage t,ydle with . minimum content Or J 1750 EAST DEERE AVENUE SHE T
•.l ntcess+ry rock has Dern completed and prior to the installation of li Nitrogen Ind 21 PlasDhorlc Acid similar to 'Nitrohumut". Method of pro- D RAW N
sprinkler Mads, control valves snail be opened and a full head of water telling sM 11 rat destroy normal bacterial content. SANTA ANA CA 92705
used to flush out the system. After tM system fs thoroughly flus Md, I. Nitrogen stabilized sowdust shall be bulk, with the following nitrogen content Of _
riser shall be upped off and the System pressure tested based on ary waight: PROW (714)250-4822
(S) Sprinkltr 11net shall M tested In place before backfilling for • period O.SS for Rtdampoe Sawdust CHECKED DRAWING NO
pf not less than one (1) hour, aha shall show no leakage or loss Of Pr!%- 0.71 for Fir Sawdust S•11n1t1r - the satwatlon emtract cowductivlty shall skOt amcaa/ t`�,Fl� R C E NO ;, /
curt. During the test perlo4, wlnfnum test pressure •t the highest point l.Ot< for 1/rk or Pint lark or Mlxtiart l,S m11 lathu ol/ at i5�C 6"I m/
DATE FILE NO
If the section being tested, Shall be 100 pounds per square inch.
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SHEET / OF /3