HomeMy WebLinkAbout1763-L i
DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLANS
VC O � A COVV Y
Balione Road Median and Pon Rochester Avenu.4.111 and LA RICHMOND AMERICAN HOMES
11�ul C 1111 16845 VON KARMAN STE. 100 IRVINE, CA 92606 949-756-7373
TI T 16051 it) �NCHO CUCI �N�IONGi C) �LIF 1tNLI �
011
Landscape Maintenance District No . 2
VICINITY MAP GENERAL NOTES SHEET INDEX
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT AND THE CITY.
WOODRUFF 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
WAY 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD
HIGHLAND AV. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
KENYON 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY SHEET NO. TITLE
19 TH ST. WAY DAMAGE INSURANCE AS REQUIRED BY LAW. L-1 TITLE SHEET
VICTORIA 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT
PARK 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
L-2 to L-4 CONSTRUCTION PLANS
PROJECT SITE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL
BASELINE AV. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS.
w L-5 to L-1 IRRIGATION PLANS
> 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS
j Q HAVE BEEN APPROVED BY THE CITY ENGINEER.
Z w 8 SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT
L-8 IRRIGATION t PLANTING DETAILS
> w WIDE FLAT AREA AT THE TOE OF SLOPE.
= U 9- UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-9 IRRIGATION SPECIFICATIONS
FOOTHILL AV. O ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL
CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE
OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW L-10 to L-12 PLANTING PLANS
Q GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL
REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER
w COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. L-13 PLANTING SPECIFICATIONS
Y
J 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
10 m ( 11• CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525.
12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
" BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS
* BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS
VI
IN ITY
� BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS
N.TA. 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE
FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,
PRIOR TO FINAL CONSTRUCTION.
LANDSCAPE MAINTENANCE DISTRICT RESPONSIBILITY MAP 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: CONSULTANTS
* PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
+ PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR.
• ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
• ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE ARCHITECT: FRANK RADMACHER ASSOCIATES, INC.
s PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 14841 YORBA ST. SUITE 204
TUSTIN, CA 92180
(114) 832-1114
LA4NV,5C4PF 1MJ.4IWEWANCE AREA FRANK RADMACHER ASSOCIATES HEREBY CERTIFIES THAT THE DESIGN, DETAILS,
AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE CIVIL ENGINEER: THE SP CONSULTING GROUP
ARCHITECTURAL STANDARDS. FRANK RADMACHER ASSOCIATES CANNOT GUARANTEE 150 EL CAMINO REAL, SUITE 206
THE CONSTRUCTION, INSTALLATION, OR MAINTENENCE OF IMPROVEMENTS AS DESIGNED TUSTIN, CALIFORNIA 92'I80
AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTINCs
M PERSONAL INJURY AND/OR PROPERTY DAMACsE RESULTING FROM DEVIATIONS. (714) 669-8132
AN DR-
LANDSCAPE QUANTITIES
2 15 SELAINN BASELIANE LONA ROCHESTER
Zj ED PARK GREE BELT PARKWAY
9335 12,500 3,150 1,550 TOTAL S.F. OF NON-TURF LANDSCAPE AREAS
�VCA
` 6 _66 _6� $ TOTAL SF. TURF 0
w
62W 1,000 2,500 3,550 TOTAL S.F. HARDSCAPE AREA (INCLUDING WALKS
(40 0) (36%) (409'0) (329'0) BEYOND 4' WIDTH) 0 Ftev.&ffs.�a,L-3,L-&,L-11 r-o,le�uY��r��- SY
NUNtLEr DR'VF
p — $ $ TOTAL SF. TRAIL AREA (IF APPLICABLE) DESCRIPTION OF REVISION
Cm
ooh ��nlovEr
QI! 15,625 19,500 6,250 11,100 TOTAL S.F. OF ALL AREAS r
w - CITY OF RANCHO CUCAMONGA
36 .45 .14 .25 TOTAL ACRES
LOT 'A' $ 0- 0- $ TOTAL LF. OF TRAIL FENCING � � THE VICTOR- IA COMMUNITY
13,4SE•L/NE ROAD
6- $ TOTAL L.F. OF CITY MAINTAINED WALL
TRACT 16051 RANCHO CUCAMONGA
kq'5 9- TOTAL L.F. OF CITY MAINTAINED FENCE
TITLE SHEET
TOTAL STREET TREES BY BOTANICAL NAME:
8 25 0- MAGNOLIA GRANDIFLORA-SOUTHERN MAGNOLIA ERA2400 APPROVED BY: i DATE:
l�
Underground Service Alert CITY ENGINEER ( '
14 0- 3 8 LIQUIDAMBAR S. PALO ALTO'-AMERICAN SWEET GUM RCE: 24953
`K%DSCAPF DESIGN PLAN PREPARED BY:' RECOMMENDED
8- 0- PINUS CANARIENSIS-CANARY ISLAND PINE �o
l0 2
Frank Cy FRANK
O
BRACHY HITON POPU N US OTTLE TREE
C` d F.R. �
RAnM C
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CALL TOLL FREE c,, ASSOCIATES
INC.
3 LAGERSTROEMIA FAURIEI iBILOXI - CREPE MYRTLE 1-800-422-4133 DRAWN
SH
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* STAFF IAndecape Architects
g e 1(o RHUS LANCER - AFRICAN SUMAC L'� of �3
/� < PHONE (7'14) 692-1774 FAX (714) 652-6721
' 9I� Dat ) O�`� CHECKED 14841 Yorb. Str"t. Suite 204 • 7u.ttu. CA 9209
DRAWING N0.
B B 5 PYRUS CALLERYANA ARISTOCRAT -ORNAMENT. PEAR TWO WORKING DAYS BEFORE YOU DIG °'f C��`F F.R. 5/7/01 1 763-L,DATE R.L.A. NO. 1110
PRQIECT SHM N0.
13 OF
CON8TRUCT I ON NOTES
I. ALL CONSTRUCTION SHALL CONFORM TO
GOVERNINCs CODES AND ORDINANCES.
2. ALLOW FOR ADJOINING CONSTRUCTION.
3. ALL CONCRETE TO OBTAIN A COMPRESSIVE
STRENGTH OF 2500 PS.i. MINIMUM IN 28 DAYS.
4. REFER TO FINISH GRADING PLANS BY CIVIL
ENGINEER FOR GRADING AND DRAINAGE
INFORMATION.
6' H. SLUMP BLOCK WALL <
BOULDER GROUPINGS: COLUMNS PER SEPARATE PLANS
B SIZES - 18"4) TO 36110 (TYPICAL PER SYMBOL)
6' N. SLUMP BLOCK WALL t (TYPICAL PER SYMBOL) NOTE:
COLUMNS PER SEPARATE PLANS NO ENCROACHMENT OF WALL OR
(TYPICAL PER SYMBOL) A RIVER WASHED FOOTING INTO L.M.D. IS ALLOWED A RIVER WASHED
NOTE:
L-4 COBBLESTONES STREETLIGHT PER CIVIL ENGINEER L-4 COBBLESTONES
NO ENCROACHMENT OF WALL OR (TYPICAL PER SYMBOL) (TYPICAL PER SYMBOL)
FOOTING INTO L.M.D. IS ALLOWED Q BOULDER GROUPINGS:
� SIZES - 184) TO 36",0CONCRETE HEADER B B CONCRETE HEADER (TYPICAL PER SYMBOL) SIDEWALK PER CIVIL ENGINEER
SIDEWALK PER CIVIL ENGINEERL-4 Z �-4
IX. •
}
21
14 15 16 17 1819ECR 20
-- ---- - - - -- - --- ---------- ------ - -- �- - - - --- - - - _ _ - ---- - --- -- --- ----- -- ------- - - - ------- -- --- - -- ----- ------ ----- - - - - _:- ___ -- - - = - - - -- - -- - -- - -- ------- - --- ----- -- - - --- - - - - - --- - - --- --- - ------ -
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O-O 11 20'-O" 20'-0" 20'-0" 20'-O" 20'-O" 20'-0" 201-011 20'-0" 20'-O" 2 '-
�� 1 N I N 1 N I N 1 M I N 1 N 1 N 1 N I N 1 p 1 N I M I N 0 20 O
n-1 20'-0' 20'-0" 20'-0' 20-O 20'-& 20'-0' 201-01 20'-& 20'-0" 20-O 20'-, 20-O 13-2 8,45 L 1N OAD
Z w 53+00 54+00 55+00 IY 56+00 57+00 58+00 A
U -
- W I
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6
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BASEL INE ROAD 3 A
Ba-o" o'-o" '-0" 4'-6" o'-O" O'-o" o'-O" O'-O" o'-O" d-O" o'-O" o'-O" 5'-9" 5'-6" o'-O' O'-O" o'-O" o'-O"
9'-Z" 20'-0" 20'-O" 40'-O' 201-0" 20'-0" 20'-O" 20'-0" 20'-0" &0'-O" 20'-0" 20'-O" o'-O"
Ir
A RIVER WASHED BOULDER GROUPINGS: A RIVER WASHED
L-4 COBBLESTONES SIZES - 18"0 TO 36"0 L-4 COBBLESTONES
(TYPICAL PER SYMBOL) (TYPICAL PER SYMBOL) (TYPICAL PER SYMBOL)
A 59+00 60+00 61+00 62+00
SI•�ENANDOAW DRIVE w w
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CITY
u NO.HJ
DESCRI PT ION OF REVISION DATE A�tovEo
w � _ � � � � � � �� �° �' � � � � CITY OF RANCHO CUCAMONGA
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ct ` � A I
1 N 1 11 1 N 1 N 1 N 1 M I M 1 N S,A5EL INF ROAD „ N I N " I N TF-IIE-711VICTORIA COMMUNITY
�Q O-O
id- -0 4-6 O-O O-O O-O O-O O-O O'-O O-O O'-O 5--3
11 1 11 11
1 " 1 " I " 1 N I 11 I N 1 N 1 " I 11 I N BASELINE STREETSCAPE
9-1 20-O 20-O 40-O 201-011 20-O 20-O 114-6 20-O 20-O 35-0
Z
�"=2O1 TRACT 16051 RANCHO CUCAMONGA
t E -° VIRGINIA DRIVE CONSTRUCTION PLAN
FRA "2400 APPROVED BY: DATE: O
CITY ENGINEER RCE: 24953
1�7 `WDSCAP
i DESIGN PIAN PREPARED BY:
RECOMMENDED
Fran BASEL/NF RO�ID
,`�, F ank W. c' FRANK
DIAL TOLL FREE d her F. R. RADMACHER
�
�
1-800-227-2600 -' DRAWN ASSOCIATES, INC.
SHEET
SHEETINDEX ® AT LEAST M DAYS landscape Architects q
�� PHDir7E (na) SM-1774 rax (714) esz-sm L-2 OF 13
BEFORE YOU DIG r
(Dot 14M1 YorDe 3ulb 204 7Lt C
� � sc:..t, ttc, a Ii2000
t �
CHECKED DRAWING N N0.
F
F
0 G
N.Y.S, of ��
CA
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNU
F. R. 5/07 01 1 1 10 ' 7&3-L
DATE / RLA NO
DATE PROAXT S*Tr NO.
u OF
CONSTRUCTION NOTES
1"1ATG�4 INE 1. ALL CONSTRUCTION 6;-4ALL CONFORM TO
5EE 5HE T L-2 GOVERNING CODES AND ORDINANCES.
2. ALLOW FOR ADJOINING CONSTRUCTION.
= 3. ALL CONCRETE TO OBTAIN A COMPRESSIVE
10'-8" STRENGTH OF 2500 PS.I. MINIMUM IN 28 DAYS.
0 4. REFER TO FIN15H GRADING PLANS BY CIVIL
J� � _-'�� 10'-4" � ENGINEER FOR GRADING AND DRAINAGE
BOULDER GROUPINGS: 13
INFORMATION,
SIZES - 18"0 TO 36"O 5' 2" =` 4'
(TYPICAL PER SYMBOL) j I3'-O" b
5'-4"
& H. SLUMP BLOCK ALL
8r-4"
6
1
COLUMNS PER SEPARATE PLANS
(TYPICAL PER SYMBOL) ' " _ ir
E -
- -8 _ O
NOT 1 -: _ o n
NO ENCROACHMENT OF WALL OR � O `
FOOTING INTO L1"i.D. IS ALLOWED 51_2" y_
12 0
r
oo = -_
BOULDER GROUPINGS:
, - 61ZES - 18"0 TO 36110
3'2 (TYPICAL PER SYMBOL)
K�A RIVER WASHED Q
L-4 COBBLESTONES31.2 '.d O
(TYPICAL PER SYMBOL) _ p
A RIVER WASHED
' 4 L-4 COBBLESTONES
B CONCRETE HEADER (TYPICAL PER SYMBOL)
1
�
L-4
0 0
\ � X60 5'_4"_ - '1'-4" • • b � -
- SIDEWALK PER CIVIL ENGINEER 11
X XNOTES MSX/MU/'l SLOr�EOFS/OffY.4L - -
�� � fiP�MiP�Yf�TE�f'AYf. TU HUNTLfyDiE' z=,••••� • �
\ Sf/�ILL NOTfXC�ED
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A RIVER WASHED � Q
L-4 COBBLESTONES
(TYPICAL PER SYMBOL) O Q
6' H. SLUMP BLOCK WALL t
p I lu
COLUMNS PER SEPARATE PLANS >k 5'-6" -2' . - + Z
C (TYPICAL PER SYMBOL) , h p O
NOTE: - 7%
NO ENCROACHMENT OF WALL OR 5'-2" -4"
O
FOOTING INTO L.M.D. 15ALLOWED • � �
CNII
BOULDER GROUPINGS: LOT A
_ " I I " I
Z ( SIZES 18 TO 36110ib-2 26-8 7
(TYPICAL PER SYMBOL) 0
ju -
cn m10 Igr X
p O O 8 O O
uv _
T PER GI ENGINEER
. . . • = . • STREETLIGHT VILE EER
= 3 = o (TYPICAL)
►n
,n
u
' v `° w S N.G. ACCESS RAMP AND SIDEWALK
30" '" + PER CIVIL ENGINEER
40
" I-b" -T " 5,_4n 30" 30"
I n O 1 " " O 1 " " "
O-O -O OI-O -O 12I-OM O'-O OI-O
111-0" 20'-0" 20'-O" 20'-O" 20'-0" 20'-O" 20'-O" 20'-O" 20'-0" 20'-0" 20'-O" 40'-O" L 201-0"
10+00 9+00 8+00
i r — , — 1 7+00
C ROCPES TSR �4 VENUE
bHENAtJDOAN DRIVE
ILu Q AtUusr HLRprcAf a FOR. «K wrRe 8Y F.R.A. ,`. .Or n
NO. DESCRIPTION OF REVISION DATE APPROVED
z CITY OF RANCHO CUCAMONGA
� Q
THE VICTORIA COMMUNITY
4 BASELINF,/ROCHESTER STREETSCAPE
u�TLY pR 1" =20' TRACT 16051 RANCHO CUCAMONGA
VIRSINIA DRIVE CONSTRUCTION PLAN
FRA "2400 APPROVED BY: DATE: _ a
CITY ENGINEER �,( j,JjAjM
RCE: 4953
t,NDSCAPe
�� Frank W. �+ DESIGN PLAN PREPARED FBYY: RECOMMENDED
DIAL TOLL FREE her % F. R. RADMACHER
B,A3EL INE ROAC y
1-800-227-2600DRAWN SHEET
� 1 � ASSOCIATES, INC.
V} 4 E E T INDEX Landscape Architects
AT LEAST TWO DAYSB832-BML-3 of 13
Z � PHONE (714) e32-1774 FAX (•n4) ase-a
BEFORE YOU DIG 9 ua r CHECKED 14841 Yorbe Street, Suite 204 Ytutim CA 92M
DRAWING N0.
N.T.S.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNA or C h O F. R. DATE 5/07/01 RIA NO 1110 l 7(3-L
PROJECT SHEET NO.
OF
w Fill CONSTRUCTION NOTES
f1AT SDC lR
HJRrNt OOBBLLS1011I - ----- - -
GSE t� _ - socxu.K�� R
�� GOVERNING CODES AND ORDINANCES.
I. ALL CONSTRUCTION SHALL CONFORM TO
.•t •A• •
4. TOOL N10l JCXII
'
2. ALLOW FOR ADJOINING CONSTRUCTION.
TO ACC:sYf' ROCKS
""`"' C0 s`6iD - 3. ALL CONCRETE TO OBTAIN A SSI
la000+un+ GOMPRE VE
.ouluil STRENGTH OF 2500 PS.I. MINIMUM IN 28 DAYS.
GSE 2 IDU7F t+1:N a IIOMI culls PER CTR' STD. 634
< ►wt) PCC
4. REFER TO FINISH GRADING PLANS BY CIVIL
°0°°�70NL CONCRETE HEADER - 1/2- RADIUS
DRAINAGE
D DRA
� \ EXPOSED EDGES AND FINISH PER PUN ENGINEER FOR GRADING AND
„ 1' IN LAWN INSTALL AT GRADE LEVEL. AT SWALE
►•pow ali
_ G PCC Ra
. .�.
_ CROSSINGS
.- 3-t/2• wlxltw F'G[crtY ero 534
CID IE OED /
\ 6r OR 8r
GSE 3 N• t4 •” EE NOTE FINISH GRADE
NORLIRLD Slog[srFLE
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\ ENP GONDIT-tON J
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CURBt GUTTER / ' 3 RE-BAR CONTINUOUS
/ \ UNLESS OTHERWISE IN
STRUCTED
SEE A60.A=t7EL►IL
PIANTFft / ?•OR tmc ocNomok
AREA
a
•4 4
SIDEWALK HARDsc�E
JOtN AT RJGHT ANCL�: ITYR)
3' IW./ 4' MAX RAD.
b• PCC NOMI CURB PER M STA 634
NOTES:
1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE:
BOULDERS: MAX. 3'-0" - MIN. 2'-0'
COBBLESTONES: MAX. 16" - MIN. 6' WITH ONE FLAT SIDE
2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT
3. ALL SPACES BETWEEN STONES SHALL BE FILLED MATH CLASS 'D' MORTAR, 1 PART CEMENT
TO 2-1/2 PARTS SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO 'DRY-PACK' IS ALLOWED)
4. A SAMPLE AREA, MIN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PROIR TO
PROCEEDING WITH REMAINING ROCK WORK. NOTES:
5. FINIAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE CITY INSPECTOR. 1. PROVIDE SCORE JOINTS AT 10•-0. O.C. AND 3
6. ROCKS SHALL BE SMOOTH. ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND /E' EXPANSION JOINTS AT 20'-O" O.C.
EXCESSIVE IRON CEMENT. 2. 6" NIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND GROUND COVER AREAS
7. CONCRETE CLASS 520-D-2500. AND BETWEEN CITY-MAINTAINED AND PRIVATELY-MAINTAINED AREAS.
e. ALL COBBLESTONE AREAS SHALL HAVE 6' x 6' CONCRETE HEADER AS AN EDGE AT PLANTING. 3. CONCRETE TO BE 520-C-2500 MIN.
9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2% MIN.
AT ALL TIMES WITHIN THE RIGHT-OF-WAY.
MOST DECORATIVE HARDSCAPE WILL BE CASE 1 CONSTRUCTION.
A RIVER UJAS�-IED COBBLESTONES B CONCRETE HEADER
NO SCALE NO SCALE ' Z
_1 f—
BOULDER GROUPINGS: lU
� �
u
SIZES - 18 O TO 36110
02 61 H. SLUMP BLOCK WALL 4
rA RIVER WASHED (TYPICAL PER SYMBOL) N COLUMNS PER SEPARATE PLANS
-4
L COBBLESTONES
(TYPICAL PER SYMBOL)
(TYPICAL PER SYMBOL) I I� LU
N
NOTE:
1�1 B CONCRETE HEADER NO ENCROACHMENT WALL OR
BOULDERIIGROUPINGS: Z L_4 1 6 7 FOOTING INTO L.M.D. IS ALLOWED
SIZES - 18"0 TO 36 O > 5
(TYPICAL
PER SYMBOL)
BOL) 1 4 �.
- �—
= — A
RIVER WASHED
6NSLUMP BLOCK ALL 4 I
_ -
�
, -
B O
COLUMNS PER SEPARATE PLANS (TYPICAL PER SYMBOL)
(TYPICAL PER SYMBOL) - _ -
NOTE: - -
' 1 SIDEWALK PER CIVIL ENGINEER
NO ENCROACHMENT WALL OR dl,
FOOTING INTO L.M.D. IS ALLOWED
gGR _
. . . . . •. - ____- _ _ s 41_ON 51-4" '_SN ,_ N O+_O" STREETLIGHT PER CIVIL ENGINEER
_ 1
N
(TYPICAL)
1
2O
�O Ci
I _ O" N 20
B cn -' - �s _O
CONCRETE HEADER - `_--= 1 1 20
. _ N O
L '-O
_ 1 1
�.
-O
0
— 11
_ _ 1 N
'20'-d
_ 2
) M O
. �.. .p.-
-
1 "
_
O
1
N 20-0
_
�
T�
R
UE
2O'-O 1200
SIDEWALK PER O-O 2O- R O
1-2N _0 iO
CIVIL ENGINEER -ON 20
N O
1
_O
2
1
20 r
1 rt
- 1
� Q N
4
S 13
+
. N •
1 N O,-On
9 4 90
O-O
1 201 D"
O'-ON 20 Cmi 14+00
70
15+00 — H.C. ACCESS RAMP AND SIDEWALK •
PER CIVIL ENGINEER
STREETLIGHT PER CIVIL ENGINEER
(TYPICAL)
6WENANDOAP DRIVE
Ul Q
NO. DESCRIPTION OF REVISIONMOW DATElu
APC ED
1 =
CITY OF RANCHO CUCAMONGA
TTr-_-1T_E` VICTO_R_IA_ COMMUNITY
Q
ROCTIESTER
STREETSf1.._.A-xPE
Y °R1 VIRGINIa DRIVE 1 N=Zo' TRACT 16051 RANCHO CUCAMONGA
CONSTRUCTION PLAN
FRA ,
02400 APPROVED BY:
DATE:
0
CITY ENGINEER RCE: 4953
`1,NDSC,IpF
��p DESIGN PLAN PREPARED BY: RECOMMENDED
DIAL TOLL FREE h Rad her F. R. RADMACHER PIF
BABEL/NE ROAD �'. Frank W. Cy FRANK
ASSOCIATESINC.DRAWN '
INC
.,g 1-800-227-2600 D SHEET
5�4EET INDEX ® AT LEAST TWO DAYS n
Y� < B. B. Landscape Architects PHI (714) tU2-1774 FAX (714) 662-6721
N.T.S. L—
4 OF 13
BEFORE YOU OIG 9 Ja ) `Z` 14a41 Yorb• Strom Suit* !04 • Tustin, CA 92W
�f' Epi CHECKED DRAWING N0.
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I F C� /- - /
F. R. DAT7 i �•-
E S�O /0 RLA NO 1110 17{0 3
PROJECT SHEET NO.
A- OF
NOTE: CONTRACTOR SHALL INSTALL RAINBIRD PCS SCREENS IN EACH HEAD IRRIGATION LEGEND
SEE PERFORMANCE CHART BELOW.
\ SYMBOL MARUFACTITRER MODEL NUMBER TYPE G.P.M. PSI RADIUS DETAIL REF
� •" \ m RAINBIRD 1812-SAM-PRS-IOH10' "G"
-
SHRUB .79 30
- - bRAINBIRD 1812-SAM-PRS- SHRUB
,. PRESSURE CALCULAT -IONS ` 1 39 30 10' "G"
nL RAINBIRD 1812-SAM-PRS-8H SHRUB .52 30 8' "G"
15143d Radws Soy?r?.7•^.errs dnd UmD,ena Bowers Size j�2� �. RAINBIRD 1812-SAM-PRS-8H SHRUB .52 30 8' "G"
•Modeq ICS-010 /CS-M ns-o" res_a rC"N PMM ra-125 res 175 vcS260 MS-770 Water Meter # ,
GIM J 2 .7 .4 .6 S 125 1.75 24 17 El evati on
Color PwIlft hewn soOrrin„ Nock MM2' 6+nw /MMM lhM X" Static Pressure High e.>,� Low Is4Q•O � RAINBIRD 1812-SAM-PRS-ST SHRUB .35 30 8' "G"
RAIN 1812-SAM-PRS-8Q SHRUB .26 30 8' "G"
• fInformation �. BIRD 1812
.� r• 1 3 s' Source o
8' Q
sH -Z --� --s - r- a --- ------ Phone Number - ��� RAINBIRD 1812-SAM-PRS-8VAN SHRUB .18, .43 30 8' "G"
31 3• 4' 7, a Date of Information Q
• RAINBIRD 1812-SAM-PRS-12F SHRUB 2.60 30 12' "G"
3o r sr e'-
0 z' s' a 2'o 2'r' H.G.L. Mean Elevation ((12"4.0 (Required if static
__ pressure unknown) Z RAINBIRD 1812-SAM-PRS-12H SHRUB 1_ .30 30 12' "G"
raw r 6 r 1a
Water Meter Elevation 20.2 RAINBIRD 1812-SAM-PRS-12T SHRUB .87 30 12' "G"
ror r 6' 7' to X .433 = hL „RAINBIRD 1812-SAM-PRS-12Q SHRUB .65 30 12' G„
100 z' s' a' 1o' ,t INSTALL CONTROLLER IN ENCLOSURE PER CITY DETAIL . ..
I.
72F 3' s' r r 10' 12'_ Remote Control Valve III 11A Size � 1�2 NOTE: OWNER SHALL PROVIDE 110-120 VAC ELECTRICAL AL RAINBIRD 1812-SAM-PRS-I2VAN SHRUB .43,1 .1 30 12 G
12 2'0 r 3' s• r 2'o' 12' Maximum Demand44 C.P.M. OUTLET TO THIS LOCATION . 1L RAINBIRD 1812-SAM-PRS-15H SHRUB 1 .85 30 is'
12TT z 3' s' a 2'r 12' Elevation of Hi hest Head Highest ---�-�-�- o- RAINBIRD 1812-SAM-PRS-15T SHRUB 1 .23 30 15'
12H 4' r 2'a 2'r Pressure @ R.C.Y. 53.157 P.S.I.
12T r s s' 10' 2'r AUTOMATIC CONTROLLER 10 BE A CALSENSE E11-31-DR�v/TP-1 , IP-11U /ANT . b RAINBIRD 1812-SAM-PRS-15Q SHRUB .93 30 15'
120 3 r to, 12' PORT INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT CONTROLLER/ELEC-
- M- - VAN SHRUB .62 1 .6 30 15 C
P
LZ � RAINBIRD 1812 SA PRS 15 ,
1 P.S.I. Loss
sE s r a 11 13' t Size Item TRICAL EN MOUNT THE ANTENNA PORT EPDXY-FILLED ON TOP OF THE
_ Q� CLOSURE. OU ( ) „
13x0 - 6' r12' 15' ,r ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. c RAINBIRD 1812-SAM-PRS-5CST-B SHRUB 50 30 3 G
157 -- r• 4' s' s r 12' 15' 14 Water Meter 'S.qO SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY' S ACCEPTANCE. ACTUAL 0 RAINBIRD #EFB-CP-PRS-B ELECTRIC CONTROL VALVE-SIZES NOTED
15T r 4' s' s' 2'2' 15' Press. Reg. (Fall-off) 00 LOCATION OF THE ENCLOSURE TO BE DIRECTED BY A REPRESENTATIVE OF THE CITY.
,sr r s' a• 12' 15' R.P. Backflow Device Qp 0 SUPERIOR #3100 N/0 SERIES ik" MASTER VALVE-WIRE TO M.V. CIRCUIT "C"
Iso r s r 12' 15' Flow Meter - RAINBIRD #33DLRC DICK COUPLING VALVE "H"
1530 __ 12x12' 14x14' 16x16' 20)x20' 23x23' ' Master Valve- 2. 10 THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND Q
9ssr 9x18' 9x19' 9x24' 9x30' ►� Gate Valve (s) 1.00 IN 2" WILKINS #500 SERIES PRESSURE RED. VALVE-SET @ 100 PSI DISCHARGE "C"
- -- �f(�p n Main Line �,gp SHALL BE RESPONSIBLE FOR THE POWER HOOKUP FOR THE IRRIGATION CONTROLLER .
lscsr --- Ix1r 4x22' 4x26' 4x38' 4x40 _T ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE COORDINATED AND ►� LINE SIZE GATE VALVE-USE NIBCO T-585-70-66 FOR 1�" & SMALLER; "C"
USE WATT #403-RT-RW FOR 2 & LARGER
2'6662' - 4x 16' 4x24' 4x26 4x30' _ �{OO �- Main Line G,.�p „
13ESr 4x,4 ;x16' 4x20' " �� R.C.V. Assembly 15.SO PAID FOR BY THE DEVELOPER.
! Lateral Line Loss 0 2" FEBCO #825Y-A REDUCED PRESSURE BACKFLOW PREVENTER-INSTALL. IN A "B"
1 r�
+ 1 - STRONGBOX ALUMINUM ENCLOSURE MODEL N0. SBBC-45AL.
Lateral Line Loss - -
Late a s �, •a
sfe o.3• 0.3' as, r' r 3' ' �Z IRRIGA"I ION SYSTEM IS BASED l;YON A .lARI_iU.l OI Z INCH E., OF
sH-B - --0.4' 0.6' 1' r ------- Lateral Line Loss 4q WATER PER WEEK (GROUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS Iii" DATA INDUSTRIAL #220P FLOW SENSOR "A"
Fittings Loss 10%) . 3A
50-8 0.4' 0.6' X s' __ __ +_ A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9 :00 P.M. TO CALSENSE ETI-32-DRW/TP-1 ,TP-110 W/ANT. IN ME11 D ENCLOSURE "D"
Elevation Change ( ) 12.90
scsr-s 0_._6___12'_2' s' -w- PRESSURE MAIN LINE PIPING-FOR 1�" & SMALLER USF. PVC SCH.40; FOR "E"
5 .00 A.M.AM .
162' SW as 0.6 r 4 s to, 14' 16' Total System Losses: 852 A0 2" PRESSURE' REDUCING VALVE FOR 2" & LARGER USE PVC CLASS 315-SIZES NOTED
16H-stn 0.s' r' 3' s to, 13' 16' Pressure to Operate Head: 50.00 r "Fill
160-Su OS' r S' 8' 12' 16' SLT @ 100 P .S . I . DISCHARGE NON-PRESSURE LATERAL LINE PIPING-USE PVC SCH. 40-SIZES NOTED
22E-ss 0.3' r 4 6 12' 12' 22' Tota' Pressure Required: �2� - - MAIN LINE PIPE ENCLOSED WITHIN A PVC SCH. 40 PIPE SLEEVE-SIZE AS "F"
22H-SS o.3' r 3' s' 12' 1a' 22' Lowest Static Pressure Available: js}12 SHOWN; ALL OTHER SLEEVING SIZED 2x DIA.
220-SS os' r s 10• 1s zo Pre-Set Regulated Pressure (If required): 100. „ -- - LATERAL LINE PIPE ENCLOSED WITHIN A PVC SCH. 40 PIPE SLEEVE-SIZE "F"
Residual Water Pressure: 17_ �Q 2 REDUCED PRESSURE TYPEJ EV DIA.
BACKFLOW PREVENTER -____
City Required Residual Water Pressure: 15-20 PSI _____= PVC SCH. 40 ELECTRICAL IRRIGATION CONTROL WIRE SLEF.VAS2SHOEXCEPT "F"
WN
I - CONTROLLER STATION
1 14" DATA INDUSTRIAL 'S
VALVE SIZE
[FLOW METER T�EFLOW IN G.P.M.
1
1 2" MASTER VALVEQ ,
1
r ! -, ' r----�
21
14 ( 15 xt, 6 17 18 6" PIS SL�tE Q 19 Isr �,- I o PI
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am MM d00000 40o"
;
W
W 1
(n I II 4" W SLE�IE (REQ . ) Dni . -OF-CONNECTION
TIC WATER METER NO . 1 MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NF.W 12"
W 6 M I. i E19320 . 21 ' - �� DOMESTIC POTABLE WATER METER TO BE PROVIDED BY CCWD , COOR
Z 6 QI vl� 5LFbilE �II L/C' S P 1 WATER DINATED AND PAID FOR BY THE DEVELOPER . EXTEND NEW TYPE K
J 1 I METER BY OTHERS , IN THIS AREA. COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A REDUCED f3A5ELINE ROAD 1
HYDRAULIC GRAD. - 1 ,624 PRESSURE BACKFLOW PREVENTER (TYPE AND SIZE PER PLAN) WITHIN
II STATIC PRESSURE _ 142 P . S . I . AN ENCLOSURE SBBC-45AL) . I
1 I II MAX. DEMAND 50 G .P .M. 1
2
4c� I
•FT' III CONT
ACT. MR RUSSELL SILVA
on 5/3/01 .
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SPENANDOAN DRIVE W I I(000 Sq. 2900 F?;
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Lu �O � /fl ( ^� \�^ I� l� I ` �� OO k `� DATE CITY- � NO. DESCRIPTION OF REVISION
w _ 1 1• I„ CITY OF RANCHO CUCAMONGA
.� THE VICTO COMMUNITY
Q
BASELINE TREETS%_..11XT)E
ATL T pal GENERAL SLEEVING NOTE: 11:20' TRACT 16051 RANCHO CUCAMONGA
- vI1�INIA DRIVE CONTRACTOR WILL BE RESPONSIBLE FOR IRRIGATION PLAN
SEE SHEET L-8 FOR IRRIGATION DETAILS SLEEVING ALL MAINLINE, LATERALS AND
WIRING THAT PASSES UNDER ALL HARD- FRA 02400 APPROVED BY: DATE:
SEE SHEET L-9 IRRIGATION SPECIFICATIONS SCAPE. CITY ENGINEER 4d RCE:
J40SCAPF
BASEL INE ROAD her y� DESIGN PIAN PREPARED BY: RECOMMEND
LO
�� F onk W. c D•S FRANK
W 1 O � RADMACHER
-' DRAWN ASSOCIATES, INC. SHEET
CJ" }.4 E E T INDEX * Idndacnpe Architects ��
+✓� ( 0 PHONE (714) 0.12-1774 PAX (714) GN-am _5 OF
f
at , 14841 Yorty Stmt, Suits 204 • Twtim C1 9!860
t� .T. , f OF \Ep CHECKED DRAWING N0.
�i �7 C k E5 . DATE 5��I ( RIA NO 1� . 17& 3 -L
PROArT SHEET W.
17 OF
- j*Ik"I`CH LINE SEE HEFT —5
NOTE: CONTRACTOR SHALL INSTALL RAINBIRD PCS SCREENS IN EACH HEAD. �
i
� IRRIGATION LEGEND
E
NDSEE PERFORMANCE ART BELOW.
N SYMBOL MARUFACTURER MODEL NUMBER TYPE G.P.M. PSI RADIUS DETAIL REF
- - - •
„ „ ,• - •'t3• .,.a: � Q � RAINBIRD 1812 SAM PRS lOH SHRUB 79 30 10' "G"
f_..:. ..
' • ' �. RAINBIRD 1812-SAM-PRS-10Q SHRUB .39 30 10'
13 n ly D- RAINBIRD 1812-SAH-PRS-8H SHRUB .52 30 8' "G"
'efjyin0'urrOremBuDolets I ■ - RAINBIRD 1812-SAM-PRS-BH SHRUB .52 30 8' "G"
Model vcs-ovo res-axo vcs-o�n vcs.oro vcs-oho vcsoso v�s.,.5 v 17s vcs-260 PCS-370
, �p RAINBIRD 1812-SAM-PRS-BT SHRUB .35 _ 30 8' "G"
GIM .1 1 .� 4 .6 .6 1.25 1.75 Z6 3.7
�, ry�p. '� say. mss• •1>u Iran. � ea. R~ 1!fZ � � RAINBIRD 1812-SAM-PRS-8Q SHRUB .26 30 8' "G"
�
L-,-,CL RAINBIRD 1812-SAM-PRS-8VAN SHRUB .18, .43 30 8' "G"
sr • RAINBIRD 1812-SAM-PRS-12F SHRUB 2.60 30 12 G
3—- s, r e, _
80
10F 2' S' 8' 10'
AL RAINBIRD 1812-SAM-PRS-12H SHRUB 1.30 30 12' "G"
2 s -r s'
11'
• 10N - 2' 6' T 10' 11'
RAINBIRD 1812-SAM-PRS-12T SHRUB .87 30 12' "G"
for 2 is— _10-0-- bL RAINBIRD 1812-SAM-PRS-12Q SHRUB .65 30 12' "G"
100 8?' s' ' 10'1 I
12F s r a to 1r p k,-AL RAINBIRD 1812-SAM-PRS-I2VAN SHRUB .43,1 .1 30 12' "G"
12TO r r s r to 12' I RAINBIRD 1812-SAM-PRS-15H SHRUB 1 .85 30 15' "G"
12n r 3' s' a 11' 12' '
12H RAINBIRD 1812-SAM-PRS-15T SHRUB 1 .23 30 15'
4' �' 8' ro' 1r -
12r
bL RAINBIRD 1812-SAM-PRS-15Q SHRUB .93 30 15' "Cl.
120 3' 8' 1a 12' 12 ��`� RAINBIRD 1812-SAM-PRS-I5VAN SHRUB .62,1.6 30 15' "G"
15 _ 5' r 1
11' 13'
rsTo s' s' rr is ` o RAINBIRD 1812-SAM-PRS-5CST-B SHRUB .50 30 3' "G"
� -
15rT 1' 4' S' s' 8' lr 15' , ,
i5++ 1' 4' s' e' 12' 1s' 1 • RAINBIRD #EFB-CP-PRS-B ELECTRIC CONTROL VALVE-SIZES NOTED C
15r3' s a• 1r 15' (�f¢ ' • SUPERIOR #3100 N/0 SERIES 1�" MASTER VALVF.-WIRE TO M.V. CIRCUIT
150 r s r rr rs' O RAINBIRD #33DLRC QUICK COUPLING VALVE "H"
1550 -
12x 12' 14X 14 16x 16' 20 x 20' 23 x 23' io
9SSr9x18' 9x 19' 9x21' 9x30 �h I • 2" WILKINS #500 SERIES PRESSURE RED. VALVE-SET @ 100 PSI DISCHARGE "C"
15C5T -- 4x 1r 4x,7 4x28' 4x39' 4x40 /GJ/-�
►� LINE SIZE GATE VALVE-USE NIBCO T-585-70-66 FOR 1�" & SMALLER; "C',
1$$$r 4x 16' 4x24' 4x16' 4x30' USE WATT #403-RT-RW FOR 2" & LARGER
15ESr d x 14 4z 18 4 x20'
C� 2" FEBCO #825Y-A REDUCED PRESSURE BACKFLOW PREVENTER-INSTALL IN A "B"
/ "STRONGBOX" ALUMINUM ENCLOSURE MODEL NO. SBBC-45AL.
SH-s 0.4" 0.3' 1k" DATA INDUSTRIAL #220P FLOW SENSOR "A"
50-8 0.4' o.a' 3• s' — — ' CALSENSE ET1-32-DRW/TP-1,TP-110 W/ANT. IN MIE1 ENCLOSURE "D"
SCST-8 o.s' 1.2 3' s' ---- PRESSURE MAIN LINE PIPING-FOR 1�" & SMALLER USE PVC SCH.40; FOR "F."
16fSIA 67 4' s' 10 14' 16' FOR 2" & LARGER USE PVC CLASS 315-SIZES NOTED
161+-Su 05' 1' 3' 5' 10' 13' 16' NON-PRESSURE LATERAL LINE PIPING-USE PVC SCH. 40-SIZES NOTED "E"
160-StA O.5 r S 8' 12' 16 �r ' T •
22F SS 0.3' 1' 4' 6' it rT 21' T =_—= MAIN LINE PIPE ENCLOSED WITHIN A PVC SCH. 40 PIPE SLEEVE-SIZE AS "F"
_
22H-SS 0312 ��' ' SHOWN; ALL OTHER SLEEVING SIZED 2x DIA.
' 1' 3' S' ' r8' 22' � 11
220 ss os r s rm rs LATERAL LINE PIPE ENCLOSED WITHIN A PVC SCH. 40 PIPE. SLEEVE-SIZE "F"
I '
` �A ------
2
PVC SCH. 40 ELECTRICAL IRRIGATION CONTROL WIRE SLEEVE-2" EXCEPT "F"
Q I AS SHOWN
CONTROLLER STATION
N (� ¢ 50
.FT VALVE SIZE
�♦ 1` q FLOW IN G.P.M.
I�jA Q
AM
NI
ul
r ' I
� I •� ' l.lj
♦ . 1 • rozS z
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W � I � •
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_ I :�� 1~ I SON PIPE SLAVE
V� s 4' 0 WIRE LEVE
W 1> I av f
V� 1p i I ,
r.
r -
__ �77!, �- � -� l� h 1" �. Irk • r/y
SEE SHEET L-8 FOR IRRIGATION DETAILS
SEE SHEET L-9 IRRIGATION SPECIFICATIONS
1
I3s0 V.Pr 1,a-00 fgp.Fr. — Jim , 100'5 . 2
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41
RCCPE67ER 4 VENUE
&-WNANDOAN CR1VE
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1 APJssT IM[10G�TtoN &( OR.R.A.
a w NO. DE5GRIPTI0N OF REVISION DATE Arr+ovEo
Q
CITY OF RANCHO CUCAMONGA
THE VICTORIA COMMUNITY
Q BASELINI�ROCHESTER STREETSCAPE
RANCHO UCAMON
1 _20 TRACT 16051 R 0 A C G
�+Lu�r 7 DRI v1RGN1A DRIVE IRRIGATION PLAN
FRA 02400 APPROVED BY: DATE:
CITY ENGINEER RMY416
o \_K%DSCgpF DESIGN PUN PREPARED BY: RECOMMENDED
I*
,����` F nk W. �Cy FRANK
j5A6EL INE ROAD d Ch10 ea % DRAWN ASSOCIATES, INC.DI- RADMACHER SHEET—
6'j�yl +I # - t Lsndsenpe Architects
1 1 E E I INDEX �� < FI (714) dt!-i�r4 TAX (na) su-em � OF 13
!l D_ I �`�` 14g4i Yortr Stroot, !Saito 104 Tuotia CA 0!!SO
• N.T.S. OF C CHECKED � DRAWING N0.
Al CEO R• DATE 5 of RLA NO 111 O 17 i/0 3-L
PROJECT SHM NO.
18 OF
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160
SEE SHEET L-8 FOR IRRIGATION DETAILS
SEE SHEET L-9 IRRIGATION SPECIFICATIONS
IRRIGATION LEGEND
SYMBOL MAMWACT'URER MODEL NUMBER TYPE G.P.M. PSI RADIUS DETAIL REP
NOTE: CONTRACTOR SHALL INSTALL RAINBIRD PCS SCREENS IN EACH HEAD. /,� m RAINBIRD 1812-SAM-PRS-10H SHRUB .79 30 10'
Q SEE PERFORMANCE CHART BELOW. L-= RAINBIRD 1812-SAM-PRS-10Q SHRUB .39 30 10' "G"
RAINBIRD 1812-SAM-PRS-8H SHRUB .52 30 8' "G"
DL RAINBIRD 1812-SAM-PRS-8H SHRUB .52 30 8' "G"
RAINBIRD 1812-SAM-PRS-8T SHRUB .35 30 8' "G"
Q KIMP s bL RAINBIRD 1812-SAM-PRS-8Q SHRUB .26 30 8' " "
G
RAINBIRD 1812-SAM-PRS-EVAN SHRUB .18, .43 30 8' "G"
tee +nR3ritd1lr3dowSyr3,P7tLrn5dn0Uftre)0800lerS ® RAINBIRD 1812-SAM-PRS-12F SHRUB 2.60 30 12'
cvMe1 1 10 v opo i� > oso > 090 1n11s 73 reszeo zo 3.7 AL RAINBIRD 1812-SAM-PRS-12H SHRUB 1_ .30 30 12' "G"
Color Pwrpl► froww or&"* Haar wbw rrsew raft" fw. fto
• wn `IIIRAINBIRD 1812-SAM-PRS-127 SHRUB .87 30 12' "G" -
3F 1' ' ' S' 8'
_-_ 1 3 L RAINBIRD 1812-SAM-PRS-12Q SHRUB .65 30 12' "G"
3H r �'- 5' T -8'
SNI=NANDOA4-i DRIVE 3r _3' RAINBIRD 1812-SAM-PRS-I2VAN SHRUB .43,1 "
.1 30 12' "G
30 2 s' r s' RAINBIRD 1812-SAM-PRS-15H SHRUB 1 .85 30 15' "G"
1OF 2' S' 8' to' 11'
- low r s' r rte n. a- RAINBIRD1812-SAM-PRS-15T SHRUB 1 .23 30 15' "G"
for r s' 7' 10' b- RAINBIRD 1812-SAM-PRS-15Q SHRUB .93 30 15'
L too r 5' 8' 10'
12F 3' S' 7' e' ry' r2' 6L, 0_ RAINBIRD 1812-SAM-PRS-I5VAN SHRUB .62,1 .6 30 15' "G"
~ W 12ra __ 2' � 3' s r is 12' a RAINBIRD 1812-SAM-PRS-SCST-B SHRUB 50 30 3' "G" CITY
u 12rr r 3' S' s' 1r 12' • RAINBIRD #EFB-CP-PRS-B ELECTRIC CONTROL VALVE-SIZES NOTED "C" NO. DESGR!PTION OF REV15ION DATE APPRovtro
12H 4' 4' 8' 10' 1?
t� 121 r e' -8' 10' it • SUPERIOR #3100 N/0 SERIES 1'k" MASTER VALVE-WIRE TO M.V. CIRCUIT
Lu 120 3' 8' 1r _ CITY OF RANCHO CUCAMONGA
O RAINBIRD #33DLRC QUICK COUPLING VALVE "H"
15F S T 8' 11' 13' ^1510 6' ' 1r 1s 2" WILKINS #500 SERIES PRESSURE RED. VALVE-SET @ 100 PSI DISCHARGE "C" Tum TT�TO COMM
1517 1' 4' S' 6' 8' 12' 15' j �/ 1
� _ ►, LINE SIZE GATE VALVE-USE NIBCO T-585-70-66 FOR 1�" & SMALLER; "C" � �,
u�t 15T r' 4' s -1 1r 1s USE WATT #403-RT-RW FOR 2" & LARGER ROCHESTER STREETV(WE
Q 3 151 2= s' s' rr 1s p 2" FEBCO #825Y-A REDUCED PRESSURE BACKFLOW PREVENTER-INSTALL IF .A "B" .
150 2' S' 7' it 15' "STRONGBOX" ALUMINUM ENCLOSURE MODEL NO. SBBC-45AL.
1,550 12 x 12' 14 x 14' 16x 16' 20x20' 23 x 23''
N ASST 9x 9x19' 9x24' 9x30' i " DATA INDUSTRIAL #220P FLOW SENSOR A' TRACT 16051 RANCHO CUCAMONGA
ISCSr _ 4xtr 4x22' 4x28 4xff 4x40' CALSENSE ET1-32-DRW/TP-1 TP-110 W/ANT. IN METERED ENCLOSURE "D" ��s2O1
NUNTL DRI '
VIRGINIA DRIVE 15SSt _ 4x16' 4x2<' 4x26 4x3D' PRESSURE MAIN LINE PIPING-FOR 1k" & SMALLER USE PVC SCH.40; FOR
15FSr 4x14' 4x18' _4x 20' FOR 2" & LARGER USE PVC CLASS 315-SIZES NOTED IRRIGATION PLAN
iF-b 0.3' 0.3' 0.5' r' r 3' NON-PRESSURE LATERAL LINE PIPING-USE PVC SCH. 40-SIZES NOTEDjj t �RA 0��QQ APPROVED BY: DATE: O�
5H-6 0A' ora' r r _ _ ==
INSTALL PRESSURE REG.ON
INLET LEG OF BACKFLOW
INSTALL A BACKFLOW ENCLOSURE BY
STRONGBOX MSBBC-45AL 3A.KF_D,.I PREvEN-E.R W R N
ASS=.M3'_r STORM ORAIN/VNOERGRCuND NOTE
II I REMIOV` NURSERY STAKES
aa•= _ TYPICAL 3 o UTILITIES R • E ^ v �^ 7 STAKES TO �E ►LUYA /w0
7 ( ^ ) PARALLEL
• N1 C J
2 Z ROUND PLASTIC VALVE BOX k n 3 STAKE TRE( PE RPENgCuIAR
I "LACESI � � TO ►REVAn wG WINO
WHITE EPDXY FILLED WATERPROO ____ COVER ETCHED -IRRIGATION GATE" I I T �� `
BLUE / -\ I 0. (CARSON OR EQUAL) - - MIN. - - - I I \ ( v ` ' R
CONNECTOR OR EQUAL '�
I ( i z
I NIPPLE #ipP TIE to BE PLACED AS LOIN /-\
fi�
NISH GRADE yr SIDEWALK Vi1LITY AS.POSSIBLE ON THE TRVNK TO OF RE STAKES BELOW HEAR / • ^ v W
•REO + • I a- THICK X 12 WIDE ~ I L I I S L THE TREE OF TREE WHERE SPECIES LRpw'H \ l '
�— ALLOW FOR WIND LO AS '0G OF HAB+T P[RYIT$ v
LACK I v --- I CONCRETE PAO {LENGTH VARIES 21 • I 4 BUT NOT SO LOIN AS r0 LOSE TUvvpRr -_ S
PIG TALI ExvANSTON PER $12E/MA O(L"% ER) V OR +:LOW THE HCAO 10 ORO• MNNtRUNKLOOP IMTN7A. LA0\GI 9RA$$ WYE $TRAINER- PER TO DRAIN Ai MINIAIU$' - 1=III IRRIGATION CONTROLLER r ~� R" 5 0 J WItHwIT4 60 MESH lob 7 CURD ANO GUTTER METER Io' 1 5 1 uI (2) SETS Or CINCH TIES TOP n[ TO BE PLACED AS
MONEL $GREEN I 27, II-III-II - 1 1�2 O.R SMALLER WITH _ 1 soAcEO N' APART ATTKH LOW AS POSSIBLE ON THE
GALVANIIEO SC cw T TRUNK i0 K`OW FDR WINO TOP OF STAKES BELOW
-III-III_ �\ "' fLfNG of THE TR_C BUTWATERPROOF ALL FIN!$H GRADE STAINLESS ST£El HANDLE !DOGE POLCS =' rR-
PLASTIC VALVE BOLI IC'ARSON OR IUNION 'I III-l1I WIRE CONNECTIONS PVC 5'_ tV �II-III-I P ( OtILOS HERO of TRC£ W». zEOu.AII WITH atAStIC IRrEGRATED E9LIENT WEDGE - 2� OR LAaGE WITH 12- YAxIMUY ��� SPEGES GROWTH HABIr P[RwiS
LOCKING UO PLACQ AT GRADE w .. ., REQUI? D FOR -III=III AiC VALVE I- OaERATING NUTT RF AREA$ ANO Y A GR IN • . PIPE Tr Rz)uc+. I III I I E?OXr COATED _ DRIVEAA Y�C 0;S' 04TO UNPOLE POW A<:T iY.[ MCAD TO DRDa -� APAMAITRUNK
V - - Toa R' ROOTS=a TO EXT I WITH WODD PRESERVATIVE STAIN
PLAv- B_0 T I I•'• - ..III-III- CONCR'i= PAD z III-III= p - - 2 GSTUR3E0 SOIL Avp ao9nON L- �/ U) SETS 0% CINCH LIES SaACEO 2�
• __ I' - =111=III EI I I-I VAIVE A3Dv` fIV'T" CIAO_ ,• APART ATTACH WITH PKVANIicp
—^" SCR(WS TO R LODGE POLES
Z STAKES OUTSIDE ROOT3ALL
3I =111-IG. hl1- 11= ,-_-I I1=1 II NIPPLE - TrDICA! I�-III-I I.-I' - 1 SID-WALK ORID:LAI GRADE Y DIA LODGE ►0.E hNE STAKES
1 I—I III- y `III_-) r r S BERM TCHTLY COMPACTED 11- MAX I I / L. WOOD ►AESCRvATNE SLAIN
PI
PAIL EXPANSION „ 2 (2) PLACES _ -III=iII
LOOP IMIN 2K- NSIO I T. WHITE ZI _I I �I FROM WATER SOUR"E III I_ III III- Ey DINE $L r 1 vo •�� IF w RALE TO FOAV WATERING DINE A MINIMUM Or wrp
I WHITE I II-III-I I I _
3 I y =1 IZ
S 4 40 PVC vA'_E (=III I �.. 1 APPROAC4 1 J 0 7 IN LOCATED pVi$ID£ Of
_ _ BAS uNDIStuR3ED SOIL AND POSITION
9LuE .iI 9Jz coM?�•c-10,• -I IADA-TOR -III=III 3- Ili=III- ` I 1=1 I 1 I I
II III I 3- � � r,A.vT alr `J� STAKES
our$roE ROOT BKl
Ili=Ili, I .'ilk REDv1RED IL: III -ill-111 EIII-11 CURS ANo Gu-:Q ZI 11=111=III
FRONT GUARD IN TURF AREAS AND
WIRES I =j-i,� '£ =I -_
_ 1 :11 -111 1 FROM WARDS
I-III TOP 0; ROOTaALL TO EXT-1) 2-
I- MIS I MIN UNDERGROUND
_ �-'�•= )='I!-111 _ n uln I ul,u _ AaaE :LASH GRADE
I _ I I S=i 11=I I � I I S-I 11=_ 5 o' o'
I 'L—� -� E!� � .I._ — - I=III: I I I—
RSO MAS E•7 CO\TRC. -��;'----�// _ 1 II KATNE 3ACKFILL 'MTM _ I -, I
VALVE -'` ;— I i- I t. 1 r STRUCTURE t,;- I _ l I I TCHTIr COMPACTED S B£Ru T9 FORY
CATCH BASIN TMA.V AYETER I III
- •I' L-IN- TO SYST7VS ill=III- I, NO RD-<S GREATER I =III- WATERING BASIN FOR REKRIM O O;1
} ' JJ III—II
I I ..o•o I I=I I. TRANSFORMER VAULT .I RDOr BALL GROUKO COV_a INSTALLATIONS LOCAT°
CIO I=111='1: o.o ,I - OUTS.0- 0: GIANT PIT SERYS IN TU;_
FL ET_ 1FQUSi °'OLK !30'rI -�_I = - III=1 - n I n =III= .,
����1\ _ ARLAS TO 3E REutN:O iRDR TO C-.,
FLOW ME T:.i �-CO\C2_ C - _ o
10.-TER SAY'; ? R CCWO STAND_:?)s ir�ICAL (<) ?.ACES z -III =-iI .'• II-III: _ ,_.
T12[ As rlOw - ] �-111=11 PL\T PT r0 !: (2) -III
METER Slee III-I NO ESQ - .IVES - E WALL o •III - - III-II
R:GtD PIP AND RELATED Fl INGj $MALI BE ?E? =i I= I i- •°i e••. I I-IIF _ K'EatAvCE
iH: R7^,T BALI �p�...�
p.u:T[R SAw ELLE CUCAMONGA COUNTY WATER DISTRICT STANDARDS `- �-III-�I:��:y.• :•�s # 1. TRE-- SPACING SHALL CONFORM TO PL/W$ A?ARCO BY THE CITU ENGINEER �-III- I -I _ I-III-III- ;•� _ _
VERIfI' L•rl-I CC'r(D PRIOR TO •'�••'• 111=1
Y T R SIZE CONTRACTOR S4ALL _ � =III=III= � 2 ALL TREES IN THE R.O.W. ARE sua,Ecr ro LINE OF slcH; III=111 III—III—III— I_I11=III-11
AT PLOW ( e T I
NO;-$ cONsTRucT1DN I-III-'n-I r -III- II-IIF _ _
- =!II-!Ii=III-I III=111=111-I CRITERIA AS APPROVED BY TRAFFIC ENGINEER. I-III-III t)
I INSTALL PER LOCAL CODES 3 AT ALL LOCAL RESIOENiIAt/LOCAL RESIDENTIAL INTERSECTIONS PLACE 122 .I I-III=IIF-III—III-III-II�II�I11-II IIT-_111=/�/j�/r]\� \/T•-III-I!I
MUWMUM oTsIANc=_ oowAlstREAM of s LL _ f =111=1111111—III—III—III—III—III=III- h\�T\�/i\?\? � \�\\TN! EI
1 yNINTERRy°TED PIaE ISX D'ANETER 2 EOUIP\' NT TO BE INSTALLED AT A MINIMUM OF 2< F?OM ANY ]/< WASHED CRUSHED PARKWAY TREE AT A MIN OF ZS FROM BCR OR CR
M STtEI SiRUCiUR:S OR HARD]CAPING UNpIi UR3°D KATNE $D"_ -lil- - -II II_// \//� ♦ \ \\Ell
OF FLOW -TER AGGREGATE BASE A MAINTAIN S FEET FROM CENTER Of TREE TO EDGE OF ALL UNDERGROUND ��II =1�1—III-III-III Ir^`y� / �yq _
} Vr.E•\ UNIT IS NExt OS A STRuGy?E (TE WALL. 3U;'.DwG. ETC) -III-III-111=III=III- Ihy`��\�y�N7 Rpor SAIL Y III
MINIMUM DISTANCE VPS TREAti1 O° MOUNT TEST COCKS ON OPEN OR NEN-$iRU�iUR" SIJ' NOTE] FACILIiIE$. IN ADDITION MAINTAIN 10' FROM CANTER OF TREE TO ALL UTILITY II=III= =III=11 //i \ \Y\'�I!
PIPE ItUX DIAMETER c i PARALLEL TO STREET 1. PLACE AGGREGATE PRIOR TO INSTALLAi13N OF VALVE BOX OWNED WATER k SEWER LATERAL LINE$ J/ 1 / / -III KATNE BACKftll WIM NO
UNINTERRUPTED < OR U'47 UV I.-�\ \ \ \ 11f_ RACKS GRjiER THAN }" DAA
OF w M°TER SIZ°I _ 2 INSTALL CON[ROL VALVES A MIN. OF 12- FROM STRUCTURES OR HA?DSCAPtNG _ NOTES IIS _
o FLOW � � S TREES SMALL NOT BE LOOTED ON PROPERTY LINES _ III
S SCREEN UNIT WITH S4RU3S WHENEVER POSS13Lc } IV$TA!! VALVES IN PLANT BEDS WHERE EVER POSj13LE NEXT TO SIDEWA!XS I REMOVE NURSERY STA<ES 11 IIF=Ew-1I �EII III-_111 ill-II!_I
1, FOR CONNECTIONS O' < PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURE$ OR HARDSUPtNG. 5 STRE-T TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 2 STARES 1p BE PLw3 AND PARALLEL !11_111=118 II-III-IIIc111=11 f=III=1 Fi1F
b p1AlEi1C FITTINGS ARE REQUIRED 0 ENGINEERING DIVISION _
DIALETICR METALS S PLACE AGGREGATE PRIOR TO INGLES TION OF VALVE BOX ) STAKE TREE ►E RPEND1CNDR TO ►REvA1twC WINO II-I I�II�I IJIB BII� I II LIE=III- ,,,ATM Son uNDISTUR3ED
6 ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. STREET TREES SMALL BE PLANTED AND STAKED ACCORDING TO THE CITY !II-111=!1f=111.III-!I�il�lll=11�!IC!��IIE=! E
7 VALVE PER STD 515 REOUIRED BEFORE BACKFLOW PREvENTER VALVE NUv3ER I
WREN MAINLINE IS }- OR LARGER STANDARD PLANS
TWICE ROOT BALL WATH
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA
FLOW METER INSTALLATION REDUCED PRESSURE VALVE BDOUBLE STAKED TREE
A BACKFLOIV PREVENTED B — 3" or smaller C TREE PLACEMENT DOUBLE STAKED TREE ON SLOPE I — — C
I ( 5 r.Ai — 24" BOX
US( WITH SIANOARO SPTCFI ATIOHS FOR PU!•_•C WORKS CONSTRUCTION
2� STRONG SOX Y,^+OEL NO
s3-2-SS/,20Y
Q NOTE: FURDSCAPING
CRCLOSLME TO BE WOUNDED PER 4 OF COMPACTED COARSE GRIND
LOCK CODE. WOUND ROD TO a` WOOD FIBER MULCH.
INSTALLED wS10E ENCLOSURE ON T, '•'• ,_ • � -
CONTROLLER SIDE �.•_ a•. •.• HARDSCAMNIG/ CONCRETE
y;,-c a l• •• <• FINISH GRADE
b -l I - - -
HEADER
77
I I-I I I-I I I I-III I I-I I I-I I I:
FINISH I I I-I III- I I I-1 I I- 'r v
II 11 TIGHTLY COMPACTED S BERM TO FORM
GRADE II 1 1 -III- -III I I-III DEPRESSED WATERING BASIN
x 3'-c = � co.CRETE i _ - � `� TOP 0% ROOTBALL TO EXTEND r
RAIN II 11 FOOTING INSTALL A M•WMUM 0% 1 I_ I I I,I i I I-I III r A90v; FINISH GRADE
<_J 2X S I?OvE GRADE ANO SLOPE - _ I TOP Of r A9OvL TO < WOOD CHIP MULCH ORIGINAL GRADE ` `�
•11'• I I" TOP i0 DRA,N At YINIMUN 0% 2Tt h - _ Ct.EA•V BILCKFILL - SEE - - CLEAN aaCKFIII - SEE
EXTEND T ABU_ NATIVE KK•-Itl WITH FrJ RO:<S
FINISH GRADE GREATER THAN S 01AVE TER
_ 1P 1 Z ' -III- III SPECS. FOR MATERIAL. = III _ SPECS. FOR MATERIAL. � y1 ~ -I I I__ r S BE au TC"TLE CQY•ACIED IN
•11" IL. III WI II
90': COMPACTION REQUIRED I_I I I 90Z COMPACTION REQUIRED I3
I-III=III-III I II I I-III�I I I�II COYM,NA wIREICONNROIT WIRES IV I _ _ _ L -I III I I FLA:,' lO FD�Y wAT(AIAG BATT\
I -III- `v -III (I- - i I-'I ISI I I-III-III-III-I I III !-III-!I l-I _
I-III-�I I i t 1=III-I I
J SCH o avC coo �I
L_ •III-II I-1 I I I III-III-i I I- L I=I I -- MON-PRESSURE LATERAL LINE' I I SAND -III-r-I I I_I I I 1,1 1I-
_
SCH. 40 SNAKE PIPE IN I—I -111-
_ _ _ -111-III-III=II
;20 VOLT wnRE w RICO STEEL c - -III-� III TRENCH •T-III SHOVEL CUT EDC_ NATIVE SOIL -1 - _ _ - R00 BKt
H � COMPACTED _I-III, III II _ _ II I III 11111
cDYOUIT (PER LOCAL CORE) 9o• ST•rE aL . . . i ^'= I 1111111 I Ii I I I II I II I II .III T I I
TO POWER SIDE O CA3TNET (Tv?)
-III-� ?RESSV3E SUPPLY LINE 1 I �IIII II—II �I RppT Wt II-III=111: I-I III- -
_ III- SCP. 40/CL 315 SNAKE - - -II _
I I ' AVT 1 ANTENNA PORT `PDX_ -I . - PI?E IN TRENCH _III-I III- - 1 - MDT. OF K 3E 121 ALAI, T"E
_ � I=11 'III- _ _ _ _ _ _ I I
F -- 11 I CONTROL WIRE 5L'c EV"c - II-II -Ili-I I- II-III-_i 111'-III- - PyIVt PIT i0 !E (2) TINES THE I-I II- II-III-III-III- I -"III-III ,NOIR 0• TH` RCJT BAIT.
I
FILLED LOCATED OUTSIDE O. I -III _ _ _ _
-AV- DUTY WEAT. R - RESISTANT BOX INSTALLATION/LOCATION = I I-I -
: :11 R: I —III — I I—I I SIZE PER PLAN INSTALL —III—III—III—I I 1-1 I IDI I-11 111—III W oTH OF THE RooT BALI III-I I-I I—III-III—III-III—)I I
P-J'0 ELECTRIC s.+'.T'� %oR s..J I !" P:R CIC ►v) CALC--NS_ _ -; - ADJACENT TO PRESSURE
1111111111111=11_1=III=III= 1!=1E—III= =_=_=111111111111111
-.T CONTROL AS R_ouCtED GER I I 1- CONTROL WIRES - BUNDLE - n0 _ - _ _ _-_ - - - - - - - -
_ _ _ _ III III III II III I III I III III III III III
PLANs I I —III—I w �, I-I AND TAPE AT 15' O.C. AND T -I I I-IJ - - _ _ I I I I II SUPPLY LINE ' TcS: 1.=111=111=I I I=I I I-111-11`I I F I •III—I I LI I�i I I III III _
r J I
INSTALL ADJACENT TO - - - - - - - - -1 =111=111-111=111=111-III - 11=
ELECTR:c M-ER PER sr j — — _ , oR -o PURCHAS_/PLAc_MENT of THE MULCH. THE CONTRACTO? SMALL _ _ _ _ { III III III III I I i III III I I I
-IIII -III PRESSUP.E SUPPLY UNE L I-III --- PRt r ° ,ILII IIIII,,, II III1 1 111_ II
- -- - - - - _ -_ _ PRESSURE SUPPLY LINE T IIS I - - - - -
CALS`NS` COHTI7C/_'_`R MODEL NO L J I - _I I II I I I-II I _ SLEEVE - SIZE TWICE SUBMIT A SAMPLE TO TME INSPECTOR FOR A?PROv.1l. - I'-
iER PUNS -III-III-III-I I -III'I -1 I II I I-I I -! I 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED OK THE PVNS AND BLEND RAINS BACKTILL W,TH NO
?E Ea TO CoNlao'_'_E3 I J I I I=III= PROVIDE f OF SA`+D I(-III_ I=III DIAMETER OF PRESSURE ROCKS GREATER THAN J
I SUPPLY LINE INTO EDGES AT GROUND COVER AREAS. DIAMETER
uT+olsruTre`D KATNE SOIL
INSTALLATION STD I I 6 TYP BEDDING
----.-II -� 6' TYP. 3. MOISTEN MULCH AFTER INSTALlAT10N TO ASSIST IN COMPACTION. yNgSTURe[0 NATNf SOIL
S`CU?Iry LCHT PAP U I- -) NON-PRESSURE LATERAL 4. PLACE NO MULCH WITHIN A C RADIUS OF THE CROWN OF A WOODY PLANTER.
TIMER REOVIREO
PANS FINI$:•< I
GRADE B' cRDul:o RDD UNE DIAMETER
- SIZE TWICE
1I 11 101AMETER OF NON-PRESSURE NOTES
I" SC. <0 CONJu' I I I I III NOTES
FOR SECURITY DIJ - MIN I I I I I I 2x T20 v0.T WMIE. w RIGID LATERAL LINE I 0- ROOT
T MATTED ROOTS RA LOOST.NING ALL RGDTS AT EDGE t. UNTANGLE M:.rTEO ROOTS BY LOOSCN,NG ALL ROOTS AT COG£
WIPING •• STEEL LT WOE (NR NOTE. NOTES: Oc ROOT !ALL 00 NOT CRACK ROOT BALI. 0% ROOT BAL'_ 00 NOT CRACK Rppr BALL
Loci CODE) 1. P1GT c AND LOOP CONTROL WIRE AT 90 CHtivGES IN DIRECTIOrI. 1. All SLEEVES TO BE SCM 40 PVC
.
-I it
„1=1•'_ - - - - 2 EXTEND ALL SLEEVES tY BEYOND EDGE OF HARDSCAPING AT BOTH ENDS
I= = II I- - - - 3 ROUTE SLEEVING AROUND HANDICAP RAMPS
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA � CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA -CITY OF RANCHO CUCAMONGA, CALIFORNIA H I CITY OF RANCHO CUCAMONGA, CALIFORNIA
I I CONTAINER PLANTING ON SLOPE
CONTROLLER ENCLOSURE TYPICAL TRENCHING E TYPICAL SLEEVING MULCH INSTALLATION CONTAINER PLANTING
TYPF. A D -
F D L - � E �__ __
I .
BACKFLOW ON DEVICE SHALL BE£INSTALLED
M T HEN A STRONG BOX PLANTING NOTES
4"MUTACH LAYER HI-AO? SHRUB HERO BOGY SE t0 (SB)SBBC• AL ALUMINUM ENCLOSURE,AND SHALL BE INSTALLED PARALLEL
1I- ABOVE FINISH GRADE TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
FNI H r fACHCFLaw VREVE no"IDEVHCE IS TO BE HNSTALLED PARALLEL TID THE STREET 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE E ERCMTEC S SITE
2r
PLASTIC VALVE BOX a COVER STRUCTURE OR- AND SCREENED WT"!51f1ttJB9 y11*NEVER Pe31T1lt'E. CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND
ETCHEO'OC'(CARSON OR EQUAL) FiARDSCAPING SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING
AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS
-- - _ I- - - AT GRADE IN LAWN AREAS 6'MIN THIS DESIGN IS DIAGRAMMATIC,ALL PIPING.VALVES,ETC.SHOWN WiT i MVED WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION
-I I=III—I -III III-III-
_ — AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN
3'ABOVE GRADE IN SHRUB t8'M^X
_ - - - - AND GROUNDCOVER AREAS -- •_-.- -- 2. SPACING
J} `� - PLANTING AREAS WHENEVER POSSIBLE AVOID ANY CONFLICTS BETWEEN CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL REOuI E ENT
1 1= FmISR GRADE 1 I SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK UTILITY LINES AND PREPARATION, PLANT PIT REQUIREMENTS STAKING AND BACKFILL ONE HALF OF
-III III=III III= EQUIPMENT,AND ARCHITECTURAL FEATURES. REQUIREMENTS. LIMIT OF PLANTER
AREA
TAPER MULCH I I=III- I I=I I _
s _ ------- -� I== ' )
s AWAY FROM HEADS -III—I I III= i I co>,tTRAcroR SHALL VERIFY ALL.CONDITIONS AMD DiMEINSTONS SHOWN ON PLANS{ � CONTRACTOR SHALL FAMILIARIZE FHiMSELFMERSELF WITH ALL
_ I-I 3,DNPouICK I AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES UNDERGROUNDUTiLITiES,PIPES,STRl1CTllRFS,ETC.,AND SHALL TAKE SOLE
Le _
s =III III- COUPLING VALVE - I SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
I(=1 I I WITH PURPLE \ RFSPONStBILiTY FOR THE REPAIRlREPLACEMENT,AT NO COST TO THE CITY,
rl ANY DAMAGE OF SAID UNDERGOUND FACILITIES
.
RUBBER CAP THE CONTRACTOR SHALL FAMILIARIZE HiMSELFIHERSELF WiTH ALL
=1 I I I QTAIN!ESS STEEL j UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE
SCREW CLAMP -1 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS iN CONJUNCTION
MINIMUM(3)PLACES RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CiTY, FOR WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN
ANY DAMAGE OF SAID UNDERGROUND FACILITIES. COMPLETED. FiNAL GRADES HAVE BEEN ESTABLISHED, THE PL.ANTTNG A
z 3/4•WASHED - -
I CRUSHED __ AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND /
m AGGREGATE BASE T ' CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR
eI ° •'I I
OPTIMUM COVERAGE WITH MTNIMAL OVERSPRAY ONTO WALKS,STREETS.WALLS. THE WORK APPROVED BY THE CITY. /
4,
. ETC. THIS SHALL INCLUDE THE SELECTION AND iNSTALLATiON OF A PRESSURE
s ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY /
SCH 40 BRASS NIPPLE- - COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL
SII --- AND LANDSCAPE ARCHITECT PRIOR TO INSTALunoN. FINAL LOCATION OF cO A - -
1 SCH 40 BRASS NIPPLE- CONSTRUCTION. ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A
-I 24'LONG -
L REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION
.
SCH 40 PVC MH1TI VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS.TREES.ETC.)
zv ?'_Ex 90 Si?"ET\E!! 1I 90' STREET ELL INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO 4. CONTRACTOR ISRESP(NISTBLEFORALLREPAIRSANDAORREPLACEMENT OS
NO\-�?=$SURE MARLEX 9O STREET Ell PREVENT PROPER COVERAGE,THE IRRIGATiONCONTRACTOR SHALL FIELD ADJUST ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK,THAT IS
N E? '_ FIS LNG SCH ap AVG gpo - SCH/0 BRASS 90' ElL A DIRECT RESULT OF THE LANDSCAIE CONSTRUCTION ANWOR HIS SUB NOT:
SCH 80 PVC NIPPLE STREET Eu THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE CONTRACTOR REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF t. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EOUAL
P:c- LATERAL RA LIN t S 90' SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER KON P..__�VRt LA _ L TYPICAL (2) PLACES SCH IO BRAS
-PRESSURE SUPPLY STREET ELL ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATEDN
LINE FITTING COVERAGE. ALL ADJUSTMENTS SHALT'BE MADE AT NO ADDITIONAL"COST T'O THE PLANS. SEE LEGEND FOR SPACING REQUIREMENTS
.
ANTI-DRAIN VANE AS REQUIRED - /4 DEBAR STAKE CiN'
PRESSURE SUPPLY UNE 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY- 2 WHERE PLANTED ADJACENT TO WALLS. WALKS, CURBS OR
(24-LONG) FINAL QUANTiTiESFOR PI.ANTMATERIAL.SINSTALLED SHALL BEGOVERNED SIMILAR LIu'TATIONS, ALL SHRUBS AND GROUND COVER
NOi E E HARDSCAPING, MOW STRIPS. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE BY THE INDICATED PLANT SPACING REQUIRED SAALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING CITY
I LC-.A77 HEAD 2' To e- FROM WALKS. CURBS, MATNLINETOTHE FARTHEST REMOTE CONTROL VALVE(RCV)ONEACH BRANCH' FROM SUCH LIMITS. SEE LEGEND FOR SPACING REOUIREMENT$ DESCRIPTION OF REVISION
AND EDGES OF LAPIN NOTE: DATE A►►ROVfD
2 US E LON TATE ON ALL MALE THREADS 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PIGTAIL EACH ORANGE WIPE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN �, WHENEVER SHRUBK3ROUNTJCOVER AREAS ARE ADJACENT TO TURF AREAS } SPACING REQUIREMENTS SHALL GOVERN THE FINAL ON THE
ENCLOSURE FOR IRRIGATION WiRINO. OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE OF PLANT MATERIALS PUNT pUAN11TIES INDICATED ON THE
3 IN$";,'_L HEADS WIT4 INTERNAL CHECK VALVE AND PR-$$LIRE CITY O RANCHO CUCAMONGA
COM2"N$ATING FEATURE AS PER THE IRRIGATION PLAN_ AREAS, LEGEND ARE ESTIMATES ONLY.
IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER AND DETAILS HEREON
.
� CONNECTION AT BOTTOM INLET ONLY. WEEK (RARE) AND 2 INCHES OF WATER PER
WEEK GROUNDCO
VER/SHRUBS)
H A NNEC O :00 P.M.
/ _ DCO
APPLIED FOR f HOURS ANIGHT/S DAYS A WEEK BETWEEN THE HOURS OF 9 ;
TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE
CONTROLLER SHALL OPERATE AT A TiME. 9. CLEAN-UP SHALLT"- r'c
TO 5:00 A.M. ONLY ONE VALVE PER CON,R 1 VICTORIA COMMUNITY
CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRovEDBYTHECITY. CITY OF RANCHO CUCAMONGA, CALIFORNIA 1 1l/
QUICK COUPLING VALVE WITHIN VALVE TIHESYSTEMiSDESiGNEDFOR T7•HEMIMMUMOPERATINCPRESSURE ASSIM"AT
PRAY F A R E A s EACH POiNT OF CONNECTION. THE MA MMUM DEMAND OF GALLONS PER MINUTE 10. THE FOLLOWING SOIL AMENDMENTS SMALL BE FOR BID PURPOSES ONLY. SHRUB AND GROUND COVER i F�R I G A T I O N / PLANTING DETAIL S
H I P 0 P SHRUB $ G BOX - FOR NON-TUR FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOILL - G
_� IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE _- SPACING T R ACT 16 051 RANCHO CUCAMONGA
- . ANY TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTiL THE REQUIRED 1
THE START OF INSTALLATION
l _ �
WATER PRESSURE AT THE SITE MOOR TO _
CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. SOIL AMENDMENTS 6'INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. I 11L��------
FT. L
AUTOMATIC CONTROLLER TO BE A CALSEMSE ETI-32-DRW/TP-I,TP-I I O,W/ANT-I-DR(DT(^sTIAL IRRIGATION / PLANTING DETAILS
IRRIGATION NOTES RADIO)W/ANT-1 ANTENNA FORT INSTALLED WITHIN A STRONGBOX(SB)24SS/120 a CY.NITROGEN STABILIZED SAWDUST
VOLT CONTROLLER/ELEC I RJCAL ENCLOSURE. MOUNT THE ANTENNA PORT 120IBS GYPSUM _
NOTE: BEFORE ANY WORK COMMENCES. A CONFERENCE (EPDXY-FILLED)ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS 125 IBS GRO-POWER PLUS
01SHALL BE$ELD WITH THE CITY'S REPRESENTATIVE AND NEW WATER METER(St2T PER PLAN)As PROVIDED BY CCWD,is REQUIRED AT ALL AND ATTACH COAXIAL CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE 1(- LANDSCAPE AREAS SHALL RECEIVE 4*OF WOOD CHIP MULCH UNDER ALL APPROVED BY: DATE: v
THE CONTRACTOR REGARDING GENERAL REQUIREMENTS POEN S of CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND CITY'S ACCEPTANCE ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED TREES AND SHRUBS,AND BLEND INTO EDGES AT GROUNDCOVER AREAS, � CITY ENGINEER � � RCE N o. 249 53
MY ALL COSTS FOR THE INSTALLATION OF A NEVI WATFJI METER CONTACT THE BY A REPRESENTATIVE OF THE CITY. PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING
OF THIS WORK. CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION �t)�i(\� DESIGNE Br RECOMMENDED
PROCEDURES. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL
AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION SUBMIT A SAMPLE FOR THE CiTYS APPROVAL PRIOR TO PURCHASE AND �. ro W �Cy FRANK
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND TYPICAL PORN iS of CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED CONTROLLER_ ELECTRICAL CONDUCTORS AND METER To BE PROVIDED BY SCE. PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM d er
PRIOR TO BY A PRESSURE REGULATOR OF REWIRED). FOLLOWED BY BACKFLOW COORDINATED AND PAID FOR BY THE DEVELOPER- 10 ASSOCRADMIATES.
TER
DIMENSIONS SHOWN ON PLANS AT THE SITE PREVENTION DEVICE,FOLLOWED BY A FLOW METER FOLLOWED BY A MASTER (NTRAVAIA SAND AND GRAVEL DIA"" ASSOCIATES, INC. sHffr
COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY ALL SPRINKLER FHF.TLDS SHALL BE SET PERPENDICULARDESIGNATED
TD FINISH GRADE. THE UPLAND,CA * l * <-8
SHALL BE P&PORTEP FOR DIRECTION IIV WDIATELY TO STANDARDS AND
SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. (909)982 6713 J ; F 1-1774 FA a 14) 832 5721 of 13
LOCAL,CODH'S. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON �\ CHECK En � PHONE ('Els) s32-I'I�a FAX (TELA) 032-3721 DRAWING No
THE CITY INSPECTOR SLATE BY A REPRESENTATIVE OF THE CITY. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT
THE TOP OF THE SPRINKLER HEAD IS K"ABOVE FINISHED GRADE- Laval Yort» Street, Suite 204 Tu•tln, CA 92680
�� DATE S/07/01 R.LA N0. 111
1763,
I'K0 jI:C1•1 1,111
av OI
SPRINKLER IRRIGATION SPECIFICATIONS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope of Work: Provide all labor, materials, tronspertetion, and s•rviees necessary to furnish and Install the C. The quos it form shall be re-typed onto the Contractors letterhead and shall contain the following 5. Use 10' x 10-1/4' round box for all quick coupling valves Installed within on-0ructure landscaped or"*. 3.04 TEMPORARY REPAIRS
Irrigation System as shown on the Drawings and described herein. information: Carson Industries No. 910-12B with green bolt-down cover or approved equal. The City reserves the right to make temporary repaln as necessary to keep the sprinkler system equipment In
operating condition. The exercise of this right by the City shall not relieve the Contractor of his moponstbilitles
B. Standards: All work and materials shall comply with governing codes, safety orders, standards, and GUARANTEE FOR IRRIGATION SYSTEM N. Sprinkler Heads: under the terms of the guarantee as herein *peclfiwd.
regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction
(Green Book) lath edition. We hereby guarantee that the Irrigation system we have furnished and Installed is free from defects In materials 1. All sprinkler heads shall be of the some size, type, and deliver the some rate of precipitation with the diameter 3.05 EXISTING TREES
and workmanship, and the work has been completed In accordance with the Drawings and Specifications, ordinary (or radius) of throw, pressure, and discharge as shown on the Drawings and/or speclfied In these special
1.02 QUALITY ASSURANCE t REQUIREMENTS wear and tear, unusual abuse, or n lett excepted. We agree to repair or lace an defects In material or rovlslons. When M is necessary to excavate adjacent to oxisMn trees the Contractor *hall use all possible care to avoid
e0 P 9 P replace Y P ry 1 9
workmanship which may develop during the period of one year from dote of acceptance and also to repair or Injury to fres* and tree roots. Excavation in areas where two (2) Inch and larger roofs occur shall be done by hand.
A. Permits• its and Fees: The Contractor shell obtain and for o and all tts crest all observations as utred. I m i W h shall w adjustment. All mach two 2 Inches and larger I
pay any perm req replace any damage resulting from the repairing or roplaoing of such defects at no additional cosh to tis• City. • 2. Spray cods sha have o acre j ( ) erg in diameter, except directly in the pati of pipe or conduit, shall be tunneled
shall make such repairsrepairsor replacements within a reasonable time, as determinedreceipt by the City, offer cefpt of under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. When o ditching machine
8. Manufaeturor s DlreeMons: Manufacturer's directions and detolfed drawings shall be followed In all cotes where written notice. In the event of our failure to make such npain or replacements within a reasonable time after 3. Riser units shall be fabricated in accordance with the detalls shown on the drawings. is run close to frees having roots smaller than two (2) Inches In diameter, the wall of the trench adjacent to the tree
the manufacturers of articles used in this Contract furnish directions covering points not shown In the Drawings receipt of wrf ton notice from the City, we authorize the City to proceed to have sold npain or replacement• mode shall be hand trimmed, making clean cute through. Roots one (1) Inch and larger In diomd•r shall be palnfod with
and Specifications. at our expense and we will pay the cosh and charges therefore upon demand, 4. Riser nipples for all sprinkler heeds shall be the same size as the riser opening In the eprinkfer body. two coats of Tree Seel, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours, and
when lisle Is not Bible tis• side o} the tench adjacent t
pot adj • to the res shall be kept shaded with burin or canvas.
� ArE MAINT.DI .Nos
P P
. TR. Eos i.AxDSC ST
C, Obinortcse and R ulaMora: All local municipal and state tern and rules and regulations governing or PROJECT 5. All • rinkl•r heads of the same • shall be the some manufacturer.
e9 Pa n9 9 9 P h'P
relating to any portion of this work are hereby Incorporated Info and mod* a part of those Specifications, and their 3.06 FIELD QUALITY CONTROL
provisions shall be carried out by the Contractor. Anything contained In these Specification• shall not be LOCATION: IWEL C ROAD NORTH ON ROCHEMR/Wr A 0. Slowing:
construed to conflict with any of the above rules, regulotlons, or requirements of the some. Howwer, when these A. Adjustment of the System:
Specifications and Drawings coli for or describe materials, workmanship, or construction of a better quality. SIGNED: 1. Slowing under hardeeape or payed areas for rnainilme. lateral lines or control wiring shall be Schedule 40
higher standard, or larger size then Is required by the above rules and regulations, the provisions of these P.V.C. or approved equal. 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overeproy
Specifications and Drawings shall take proeodenee.. ADDRESSED: onto walks, roadways, and buildings as much as possible.
P. Vandal Resistant Controller Enelosure:
0. Explanation of Drawings: PHONE: DATE OF ACCEPTANCE: 2. If it Is determined that adjuMm•nts in the Irrigation equipment will provide proper and more adequate coverage,
1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. the Contractor shall make such adjustments prior to planting. Adjustments may also Include changes in nozzle
1. Due to the Scale of the Drawings, R is not possible to Ind}eal all offeefs, fitting, sleeves, etc., which may be PART 2 - PRODUCTS sizes and degrees of are as required. 9
required. The Contractor shall carefully investigate the structural and flnlshod conditions affecting all of his work 2. A backboard shall be secured to the controller enclosure housing to provldt a base for mounting the automatic
and plan his work accordingly, furnished such fittings, etc., as may be required to most such conditions. Drawings 2.01 MATERIALS sprinkler controller and terminal strip. 3. Lowering ratted sprinkler heads by the Contractor shall be accomplished within fen (10) days after notification
are generally diagrammatic and indlcotive of the work to be Installed. The work shall be installed in such a by the City.
manner as to avoid conflicts between the Irrigation system, planting and architectural features. A. General: Use only new materlaft of brands and types ,,of on drawings, spoclfied heroin, or approved equal*. 3. A 117 volt duplex box shall be provided with an On/Off •witch, and a 117 volt receptacle. Metal conduit shall
run from the 117 volt supply to the controller housing. All power within the housing shall be property phased. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise doelgna/ed on the Drawings.
2. All work tolled for on its• Drawings by notes or details such be furnished and Installed whetter or not B. PVC Pressure Main Una Pipe and Fittings:
specifically mentioned In the specifications. 4. A terminal strip shall be provided, clearly Indleotlm the proper points of connection of all appropriate wiring 5. Rain Bird EFB-CP-PRS valves will be set per manufacturer speelfieaiion to that each lateral operates at design
i. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. (•totfon valves, master vat", common, central control). pressure.
3. The Contractor shalt not willfully Install the Irrigation system as shown on the Drawings when it to obvious In 2. Class 315 pipe shall be made from an NSF approved Typo 1, Garde 1, PVC compound conforming to ASTM
the field that obstructions, grade differences, or dlscreponctes In area dimensions exist that might not hay been rosin specification D1784. All pope must meet requirements as cot forth in Federal Specification PS-22-70, with Q. Misceilcneous Irrigation Equipment: B. Testing of Irrigation System:
considered In onglnsering. Such obstructions or differences should be brought to the att•nilon of the City of an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe).
Rancho Cucamonga. In the event this notification Is not performed, the Contractor shall assume full responsibllity 1. Refer to the Irrigation Plans for sizes and types of mtecelioneous irrigation equipment. 1. The Contractor shall request the pneer+ce of the City of Rancho Cucamonga In writing at least 48 hours In
for any revision necessory. 3. Pressure main line piping for sizes 1-1/2' and smaller shall be PVC Schedule 40 with solvent welded joints. advance of testing.
2. All miscolfaneaus Irrigation equipment shall be as specified or approved equal.
1.03 SUBMITTALS 4. Schedule 40 pipe *hall be mode from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM 2. Test all pressure lines under hydra tale pressure of 150 pound* per square Inch and prow watertight.
resin specification 01785. All pipe must meet requirements as set forth in Federal Specification PS-21-70. PART 3 - EXECUTION
A. Material list: Note: Tolling of pressure main lines shall occur prior to Installation of the electric control valves.
S. PVC solvent-weld fittings Molt be Schedule 40, 1 1-1 NSF approved conforming to ASTM tart procedure 3.01 OBSERVATION OF SITE CONDITIONS
1. The Contractor shall furnish the articles, equipment, materials, or proceent spoelfiod by nems In the Drawings D2466. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square Inch and
and Sp•citicatlons. No substitution will be allowed without prior written approval by the Cly of Rancho A. All scaled dlmemslons are approximate. The Contractor shall check and verity all size dimensions and receive proven watertight prior to Paving.
Cucamonga. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and Installation methods approval from the City of Rancho Cucamonga prior to proceeding with work under this Section.
prescribed by the manufacturer. 4. Sustain pressure in liras for not lop than six (6) hours. If leaks develop, replace joints and repeat test until
2. Complete material ll shall be submitted prior to performing an work. Me!*,of ilst shall include the 6. Exercise extreme care in excavating and working near existirt utilities. The Contractor shall be nstble for entire s em Is raven wetoi 1 ht.
list P P Po ng Y 9 9 g �Po Yd P g
manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer 7. All PVC pipe must bear the following markings: damages to utilities which are caused by his operations or neglect. Check exlefing utilities drawings for existing
and other Information may be different, the following Is a guide to proper submittal format: utility locations. 5. All hydrostatic tests shall be made only In the presence of the General Contractor and the City of Rancho
a. Manufacturers name Cucamonga. No pipe *hall be backfilled until it has been observed, tested, and approved In writing.
Mem No. DascriRtion Manufacturer Model Me. b. Nominal pip• size C. Coordinate Installation of sprinkler materials Including pipe, to Mere shall be no Interference with utilities or
c. Schedule or class other construction or difficulty in planting trees, shrubs, and ground coven. 6. Furnish necessary force pump and all other ted equipment.
1 Backflow Prwent•r Fobco 825-Y-BV d. Pressure rating In P.S.I.
2 Automatic Controller Colsenn ETi e. NSF (National Sanitation Foundation) approval D. The Contractor shall carefully check all grades to satisfy himself that he may eafe4y proceed before starting 7. When the Irrigation system Is eomplwted, perform a coverage test in the presence of the City of Rancho
3 Matter Valve Superior 3100 RCV f. Date of extrusion work on the Irrigation system. Cucamonga to determine If the water coverage for planting areas Is complete and adequate. Furnish all materials
4 Etc. Etc. Etc. and perform all work required to correct any Inadequacies of coverage due to dwlations from the Drawings, or
8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. 3.02 PREPARATION where the system has been willfully Installed as Indicated on the Drawings when It Is obviously Inadequate,
Irrigation submittal mud be lfie and complete. All Hems mud listed and should Include solvent, rimer, schedule and NSF seal of approval. without bringing this to the attention of the Cl of Rancho Cucamon o. This ted shall b• aecom fl•had before
g >� Pim by P g 9 City 9 P
t A. Physical layout-wire, connectors, valve, boxes, etc. No copies of manufacturer's literature calcic cuts) are required as submittal ys ay an round cover is planted.
P (catalog ) eq Y 9
C. PVC Non-Prossur• Lateral Una PI :
in
Information. P g
1. Prior to Installation, the Contractor shall size stake out all pressure supply lines. routing and location of sprinkler 8. Upon completion of each phase of work. the entire system shall be tested and adjusted to most tit•
3. Equlprment or materials Installed or furnishod without prior approval of the City of Rancho Cucamonga may be 1. Non-pressure buried lateral line piping *hail be PVC Schedule 40 wilt other -weld joint* when Installed in heads. requirements.
rejected and the Contractor may be required to remove such materials from the site of his own expense. planting areas.
2. All layout *hail be approved by the City of Rancho Cucamonga prior to Installation. 3.07 MAINTENANCE
4. Approval of any Nem, alternative or substitute Indicates only that the product or products apparently meet the 2. Non-pressure lateral Ilse• piping Installed under paved areas shall be PVC Schedule 40 wf solvent welded
requirements of the Drawings and SpeclflcaHons on the bests of the information or somples submitted. joints. B. Water Supply: A. The entire Irrigation syehm shall be under full automatic operation for a period of sewn (7) dare prior to any
planting.
5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties 3. Pipe shall be made from NSF approved, Type i, Grade 11 PVC compound conforming to ASTM realm 1. The Irrigation system shall be connected to water supply poinf(s) of connection as indicated on the Drowinge.
shall only supplement the guarantee, specification 01784. All pipe must meet requirements set forth In Federal Specification PS-22-70 with an B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation period.
appropriate standard dimension ratio. 2. Connections shall be made of the approximate location(*) shown on the Drawings. The Confractor Is
B. RECORD DRAWINGS: responsible for minor changes caused by actual site conditions. 3.08 CLEAN-UP
4. Except as noted in paragraphs i, 2, and 3 of this section (2.018), all requirements for non-pressure lateral line
1. The Contractor *hall provide and keep up-to-date a complete record eel of blueltns ozatid prints which *hail be pipe and fittings shall be the some as for solvent-weld pressure main line pipe and fittings as set forth In section C. Electrical Supply: Cleon-up shall be mode as each portion of work progresses. Refuse and excess dirt shall be removed from the
corrected daily, showing every charge from the original Drawings and Specifications and the exact Installed 2.018 of the Specifications. alto, all walks and paving *hall be bloomed or washed down, and any damage sustalned on the work of others shall
locations, sizes, and kinds of •qulprnen4. Prints for this purpose may be obtained from the City of Rancho 1. Electrical connections for any and all automatic controllers shall be made to electrical points) of connection as be repatr•d to it• original aondlMon.
Cucamonga of cost. This set of drawings shall be kept on the alto and shall be used only as a record set. D. Bross Pipe and Fittings: indicated on the Drawings.
3.09 FINAL SiTE OBSERVATION PRIOR TO ACCEPTANCE
2. The Contractor shall make neat and legible notations on the record drawing progress shetts daily as the work 1. Where Indicated on the Drawings, use red braes screwed pipe conforming to Federal Specification #WW-P-351. 2. Connections shall be mode at the approximate locations) shown on the Drawings. The Contractor Is
proceeds, showing the work as actually Installed. For example, should a place of equipment be Installed In a responsible for minor changes cause by actual alto conditions. A. The Contractor shall opsral• each system In Its entirety for the City of Rancho Cucamonga at firm* of final
location that does not match the plan, the Contractor must Indicate that equipment has been relocated In a graphic 2. Fittings shall be red brass conforming to Federal Specification #WW-P-460. 3.03 INSTALLATION observation. Any Hems doomed not acceptable by the City of Rancho Cucamonga shall be reworked to the
manner so as to match the original symbols as Indicated In the Irrigation legend. The relocated equipment and complete satisfaction of the City of Rancho Cucamonga.
dimensions will Men be transferred to the original record drawing plan at the proper time. E. Copper Pipe and Fittings: A. Trenching:
B. The Contractor "I Mow evidence to the City of Rancho Cucamonga that the City hes received all accessories,
3. Before the date of the final observation, the Contractor shall transfer all information from the "record drawing" 1. Pipe: Type K, hard tempered. 1. Dig trenches straight and support pipe eonfinuousfy on bottom of 1 one!. Loy pipe to an even grade. Trenching charts, record drawings, and equipment as required before finol site observation can occur.
Ante to a se to m or or similar m for material. Arran emente shall be mode through Me c for obtaining sold excavation shall follow layout Indicated on Me Drawings and as noted.
P P Yf Y 9 g city 9
aspic myvr or similar mylar material. All work shell be In waterproof India Ink and applied to mylor by o 2. Fittings-. wrought copper, solder joint P3.10 SITE OBSERVATION SCHEDULE
technical pen made expressly for use on mylor rn~ct. Such pen shall be similar to those manufactured by 2. Provfde for a minimum of twenty-four (24) inches cover for all Irrigation tines Installed under paving or
Joints shall soldered with sl8brsl er%i Bine V4cadmium oildus tat 11 h sca In .
Rapidogroph, Kwifel t Esser, or Faber Castell. The dimensions shaft be mode as to be easily readable wen on 3 be rd4ellSddbp * 2S and p g A. The Contractor shall be responsible /or notifying the City of Rancho Cucamonga In advance for the following
F 11 I 1
i win shall lit crest u due dt PL 45 observation meetings, accordingto the time Indicated:
the final controller chart too Section C . The original m for 'record drawing" Ion • a I be submitted to tis• C q
of Rancho Cucamonga for approval prior to the completion of the controller chaPrt. 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) Inches or
F. GateVafves: larger in diameter. 1. Pre-Job Conference - 7 day*
4. The Contractor Moll dimonsion from two (2) permanent points of reference, such as building oornert, sidewalk
n
edges, rood Intersections, oto., the location of the following items: 1. Boll Valve* (114" and smaller) 1. Provide for a minimum of eighteen (18) Inches cover for all press re supply lines o1 two and one half (214 ) 2. Pressure supply lino Installation - 24 hours
inches or smaller
a. Connection to existing water fines. a. Ball valves Mall be a 125 Ib SWP bronze valve with threaded ends and MMI be equipped with a stainless dpi 3, lateral line and sprinkler instaftation - 24 hours
b. Connection to existing electrical power. handle. S. Provide for a minimum of twelve (12) inches for all non-pressure lines.
b. Ball valves Mall be Mbec T- 585-70-66 oroPP roved equal. 4. Automatic controller Installation - 24 hours
c. Gate valves.
d. Routing of sprinkler pressure lines (dime Mon max. 100' along routing). o. All Boll valves shall be Installed per detall. 6. Provide for a minimum cover of eightpn (18) inches for all control wiring.
5. Control wire Installation -
•. Sprinkler control valves. 24 hours
2. Resilient Wed Gate Valve 2" and larger) 7. Refer to Ci Standard 120 'Trench Ro alr' when within CI ttreefs susceptible to traffic loads.
/. Routing of control wiring crest locations of all splice boxes. g• ( ►g ) y p y sceptib
6. Pressure supply line and lateral line testing - 48 hours
Quick coupling valves. PD Y
9• Q P 9 9
h. Stub-outs for future connections. a. Resilient Wedge Gate vcfves shall be epoxy cooled and equipped with a 2" operating nut. B. Backfilling:
1. Other related equipment as directed by the City of Rancho Cucamonga. b. Resident Wedge Gate valves shall be No. 403 RT-RW as supplied by Walls or approved equal. 7. Coverage ted - 48 hours
5. On or before the date of the final field observation the Contractor shall deliver the corrected and camplased e. All Rettflent Wedge Gate valves shall be Installed per detall. 1. The trenches Mbackfilled
all not be until all required torts are performed. Tnes *hall be carefully backfilled
sepias to the City of Rancho Cucamonga. Delivery of the sepias will not relleve the Contractor of the with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, *and, or other 8. Final observation - 7 days
respomelblltty of furnishing required Information that may be omitted from the prints. G. Quick Coupling Volvos: approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted In
landscaped areae to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to B. When observations haus been conducted other than the City of Rancho Cucamonga, show evidence In writing
C. Controller Charts: 1. Quick coupling valves shall hew a brass, two-piece body designed for working pressure of 150 P.S.I. adjacent grades without dips, sunken areas, humps or other surface irregularities, of when and by whom these observations were made.
1. As-bulfh drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared. 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type •holt be as shown on the 2. A fine granular material bockfitl will be Initially placed on all lines. No foreign matter larger Mon one-half (14) C. No del observations will commence without 'As-Bultt' record drawings. The contractor shall not call for a
Drawings. Inch In size will be permitted In the Initial backflll. ette visit without "As-Butlt' record drawings, without completing prwlously noted corrections, or without
2. Provide one controller chart for each controller sequence. preparing the system for sold visit.
H. Backflow Prevention Units: 3. Floodlnp of trenches will be permitted only with approver! of the City of Rancho Cucamonga.
3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the CONCRETE SPECIFICATIONS
1. Backflow prevention unit Mail be of size and Indicated an Me Irrigation drawings. Install backflow v 1 w 1 r
controller door will allow. p si type d ated g dro qs sto 4. If settlement occur* crest subsequent adjustments In pipe, civet, sprinkler heads, le n, planting. er other
prevention units in accordance with Me Drawings. construction are n•eesto Me Contractor shall make all required ad udmorth without east to the C L
P 9 ry, q J City, PART 1 QENERA
4. The chart Is to be a reduced drawing of the actual Indefled system. Howw or, in the wont the controller
sequence is not legible when the drawing i* roducod, it shall be enlorged to a size that will be readable when 2. Wye drainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel screen and C. Trenching and Backfill Under Paving: 1.01 Description
reduced. shall be similar to Bailey #1008 or approved equal.
1. Trenches located under areas when Paving, asphotttc concrete, or concrete will be Installed, shall be backfilled For concrete information refer to the Standard SpocMic~s for Public Works Construction (Green Book:
5. The chart Mall be a black line or blu•llne czalid print and a different color Mall be used to Indicate the area of 3. All pressure main line piping between the point of connection and the backflow proventer shall be Installed as with sand (a layer four (4) Inches below the pipe and six (6) Inches above the pipe) and compacted In layers to 95 Edition per the City of Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well as army other *actions
v 1 required by local code. The Contractor shall verify with the local governing body a* to material type and % compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the rotated to M• installation, per and post installation of concrete work, materlols, labor, and clean-u . The Standard
00 oro • for each a}et on.
9 installation procedures prior to dart of construction. Submit shop drawing for approval. compaction of Me existing adjacent undtdurb•d soli and shall be left In a firm unyleldfng condition. All trenches Specifications for Public Works Construction is available from: P
6. When completed and approved, the chart shall be hermetically sealed betwoon two pieces of plastic, each piece shall be left flush with the adjoining grade. The Contractor shall set In place, cap and pressure ted all piping under
being a minimum 20 mils. 1. Check Valves: paving prior to the paving work. 81 Building News
SOSS Ovriond Avenue
7. The" charts shall be completed and approved prior to the final field observation of the Irrigation 1. Swing check valves 2" and smaller Mall be 200 pound W.O.O. bronze construction with replaceable 2. Generally, in under existing walks is done by jackin boring, or hydraulic driving, but where any cutting or Los An ales, CA 90034
g .stem. ly. PTP v v v. o 0
composition, neoprene, or rubber disc and shall meat or exceed Federal Speetficatlon WW-V--51D, Close A. Type breaking of sidewalks and/or concrete i* neceseary, It shall be done and replaced by the Contractor as a part of the (31 0) 202-7775
D. Operation and Mainf seance Manuals: IV. Contract cost. Permlselom to cut or break sidewalks and/or concrete shall be obtalned from the City of Rancho
Cucamonga. No hydraulic driving will be permitted under concrete paving. 1.02 Scope
1. Prepare and deliver to M• of Rancho Cucamonga within tort calendar prior to completion of 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread Inlet and outlet. Internal
P �Y g days P Pl
construction, two hard-cover, tine ring binders containing the following Information: parts shall be stainless stool and neoprene. Anti-droln valve shall be field adjustable against drowout from S to 40 3. Refer to City Standard 120 "Trench Repair' whom within City streets susceptible to traffic foods. Furnish and Install all concrete work complete as Indicated on the drawings or as specified, tnefuding, but not
fest of head. Anti-droln valve shall be similar to the Votcon "ADV" or approved equal, limited to the following:
a. Index shed which states Contractor's name, address, and telephone number, and which fit% each Iratolted D. Assemblies:
equipment and material Item Including names and addresses of manufactures local repnsentallvev, J. Control Wiring: A. Furnish and set all reinforcing steel, bolls, and anchors.
b. Catalogn rte hoots on eve material and equipment Item Installed under this Contract. 1. Routing of sprinkler Irrigation Ilmes as Indicated on Me Drawings Is diagrammatic. Install ilnee (and venous
edPa s every
o. Guarantee statement. 1. Except as noted otherwise, connections between the automatic controllers and the •Nelle control wives Mall op•mblles) in such o manner as to conform with the details In the Drawings. B. Install all Mems required by other trades which on to M sed Into concrete.
be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring installed In control wire conduit
tin m intenartce irtsfrvetions on all major equipment. 9
d. Complete oro crest a
operating 1 eq P
within structure shall be made with AWG-TW solid copper wire. Pilot wires shall be a different color wire for 2. Install NO multiple osstmbiies In plastic lines. Provide each assembly with its own outlet. C. Concrete mow striper, feelings for walls, fencing, posh, benches, etc., when appticabN.
2. In addition to the above mentloned maintenance manuals, provide the CI y's maintenance personnel with each automatic controtier. Common wires shall be white with a different color stripe for each outornatic
Instructions for major equipment and show evidence In writing to the City of Rancho Cucamonga at the conclusion controller. Install In accordance with valve manufacturer's specifications and wire chart. In no case shall wire size 3. Install all assemblies specified heroin in accordance with respective defofl. In absence of detall drawings or 1.03 Protection
of the project that this service has boon rendered. be less than #14. Specifications p•rtalning to specific items required to complete work, perforin such work In accordance with best
standard practice with prior approval of City of Rancho Cucamonga. All finished eoneret• work *hail be barricaded to pedo•Mon traffic for tires (3) days. Barricade *hall be placed
E. Equipment to be Furnished: 2. Wiring shall occupy the same trench and shall be Installed along the some route as prs•suma supply or lateral Imedialely offer concrete finishing. Contractor shall furnish, place and remove all of his own barricades.
lines wherever possible. 4. PVC pipe and fittings shall be thoroughly cleamed of dirt, dust, and moisture before Installation. Installation and Contractor shall be responalble for any damage to new eondructton and reploeement or repair of the work shall be
1. Supply as a part of this contract the following tools: solvent welding methods shall be as recommended by Me pipe and fitting manufacturer. mode without added cost to the City.
3. When mon than one (1) wire is placed in a trench, Me wiring shell be toped together of Intervals of fift•on (i S)
a. Two (2) sets of special tools required for removing, disastembilng end adjueling each type of sprinkler and feet. S. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved 1.04 Clean-up
valve wu�,21P
iled on this project. equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wrench pressure
b. Two four-foot valve keys far operation of go4e valves. 4. An expansion curi Mall bee provided wiMln tine (3) 1wd of each wire connection. Expansion curl shall be of Is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which Me Upon completion of alI concrete work and before final acceptance, Me Contractor Mall remove all teals, surplus
e. Two keys for each automatic controller. sufficient length at each spite* connection at each electric control valve, so Mat In case of repalr, Me valve bonnet pipe may be solvent welded. materials, apparatus, debris, etc. from Me Ofo and the alto shall be left In a clean, neat conditton ocoeptoble to M•d. On• quick coupler key and matching hose swivel for every five (5) or fraction thereof of each typo of quick may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely In E. Line Clearance: City.
coupling valve Installed, trench without dress or stretching wire conductors.
1. All lines shall haw a minimum clearance of six 6 inches from each otter and twelve 12 inches from line* of
2. The above mentioned equipment shall be turned over to Me C of Me conclusion of Meproject. Before final 5. All splices shall be made with Scotch-Lok #3576 Connector Soofing Packs, Roinbfrd Snap-Tile wire other trades, with Me exception of Me control wire slewe(s) which shall be installed adjacent to pressure supply
eq P y connectors., or roved • ual. Make only one spite* with each connector sealing pack. lino. Parallel lines shall not be Installed directly over one another.
observvtion can occur, evidence that the City has received material mud b• shown to tis• City of Rancho PP q Y P 9 P Y
Cucamonga.
6. Field Iices between the automatic controller and electric control valves will not be allowed without prior F. AutomcMe Controller Assembly:
aP P IY
approval of the Ci of Rancho Cucamonga.1.04 PRODUCT DELIVERY STORAGE AND HANDLING PP 4Y 9
Install as per manufacturer's Instructions. Remote control valves Mole be connected to *air! alto in numerical
A. Handling of PVC pipe and fittings: The Contractor to cautioned to exwrels• care In handling, loading, K. Automatic Controller. sequence as shown on the Drawings.
unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the
longth of pipe to It* flat so as not to subject if to under bomding or a concentrated external load at any point. Any 1. Automatic aontroflor(s) Moll be of size and type Mown on the Drawings. G. High Voltage Wiring for Automatic Controller.
section of pipe that has been dented or damaged will be discarded, and If Installed, shall be replaced with now
piping, 2. Final location of automatic oontroller(s) *hall be approved by the City of Rancho Cucamonga. 1. 120 volt power connection to the automatic controller Moll be CITY
provided by Me Contractor. DESCRIPTION OF REVISION
3. Unless oMerwtse noted on M• Drawings, tis• 1 0 volt electrical ower to h automatic controller location Is to �� APPROVED
1.05 SUBSTITUTIONS 9 . 2 P wac
be furnished by others. The final electrical hook-up shall be the responsibility of the Contractor. 2. All electrical work shall conform to local codes, ordinances, and union authorities having jurisdiction.
A. If Ms and Seta wishw* to substitute any equipment or materials for or equipment to
or materials Rancho
an fit CITY OF RCUCAMONGA
Drawings and Sctor ations, he may do so by providing the terialmg Information tc the City of Rancho L Electric Control Volvos: H. Remote Control Valves:
Cucamonga for approval:
1. All electric control valves Mall be Me earns size and " shown on the Drawings. 1. Install where shown on Me Drawings. When grouped together, allow at lead twelve (12) inches between
1. Provide a statement indteaNng Tho reasen for making the subsfitution. Use a separate sheof of paper for each adjacent valve boxes. Install each remote control valve In a separate valve box.
Item to be submitted. 2. All electric control valves shall have a manual flow adjustment.
1. Flushing of System: VICTORIA
2. Provide doseriptiiterave catalog lture, performance charts and flow charts for each Item to be substituted. 3. Provide and Install one control valve box for each electric control valve. T��1 1 E COMMUNITY
1. After all new sprinkler pip• lines and rivers ted
are In place and ton eel all necessary diversion work has been
V x• v n
3. Provide the amount of cost savings if Me substituted Hem is approved. M. Contrololw Bo t, completed, crest prior to Installation of sprinkler heeds, tis• control valves shall be opened and full heed of water
o us
t flush the
used u system.
B. The City of Rancho Cucamonga shall hew the sole responsibility In accepting or rejecting any submittal Item i. Use 10' x 10-3/4" round box for all gate valves. Carson Industries #910-128 with green bolt-down cover or
as an approved equal to the equipment and materials listed on the Drawings and Speelfioations. approved equal. Extension slew* shall be PVC with minimum size of six (6) Inches. 2. Sprinkler head• than be installed only after flushing of the system has boon accomplished to the complete
1.06 GUARANTEE
2. Use 9-1/2' x 16" x 11" rectangular box for all electric control valves. Canon Industries # 1419-128 with green
of the city of Rancho Cucamonga. TRACT 16051 RANCHOn CUCAMONGA
bolt-down cover or approved equal. J. Sprinkler Hoods:
A. The guarantee for the Irrigation system Moll be mode In accordance with the attached form. The Gonorol
fit with the CI prior t acceptance 3. Use 6" diameter x 8-3/4' deep round plastic valve box for all quick coupling valves. Corson Industries # 608-12 1. Install Me sprinkler hood* as designated on Me Drawings. Sprinkler heads to be Installed In this work shall b. IRRIGATION SPECIFICATION S
Conditions and Supplementary Conditions of M•s• Specifications shall b• ed • y p o a ep • P p� //�� #
of the irrigation system. with green flex-lock cover or approved equal, equivalent In all respects to those Itemized. �if'1 ���� v{
" " APPROVED BY: ti��
DATE:
4. Use 9-1 2 x 16 x 11" rectangular box for all electric control valves Installed within on-grade landscaped areas. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall Me cin exceed
B. A copy of the Guarani** form shall b• Included In Me operations and maintenance manual. / 9 9 P P 9 f) spacing )k"i24953
Canon Industries # 1419-128 with green bolt-down cover or approved equal. the maximum recommended by the manufacturer. CITY ENGINEER RCE NO.
JNDSCAp
f DESIGNED RECOMMENDED:
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PLANT MATERIALS Ll GIENU
Symbol Botanical/Common Name Size Spacing Quantity
Trees:
T-1 Magnolia grandiflora 'Samuel Sommers—Magnolia 15 Gallon 30' O.C. 22
T-2 Liquidambar styrociflus `Palo Alto'-American Sweet Gum 15 Gallon 25' O.C. 14
T-3 Pinus canariensis—Canary Island Pine 15 Gallon 25' O.C. 6
T4 Brachychiton populneus—Bottle Tree 15 Gallon 25' O.C. 0
T-5 Lagerstroemis i. fauriei `Biloxi' —Crape Myrtle 15 Gallon 20' O.C. 0
T-6 Rhus lances—African Sumac 15 Gallon 20' O.C. 0
tL.
T-7 Pyrus calleryana `Aristocrat'- Ornamental Pear 15 Gallon 20' O.C. 0
Shrubs:
S-1 Trachelospermum jasminoidies—Star jasmine I Gallon 2' O.C. 1,227
S-2 D1e es bicolor—Fortnight Lih, 5 Gallon 4' O.C. 117
S-3 Raphiolepis indica `Ballerina' —Indian Hawthorn 5 Gallon 3' O.C. 2.51
i S-4 Nandina domestics `Nana'-Dwarf Heavenly Bamboo 5 Gallon 2' O.O. 292
S-5 Phormium tenax `Tom Thumb'-Dwarf Flax 5 Gallon 2' O.C. l'A(v
S-6 Abelis grandiflors -Abelis 5 Gallon 5' O.C. 77
S-7 Pittosporum t. `Varie'gata' -Variegated Mock Orange 5 Gallon 6' O.C. 30
S-8 Lavendula dentata `Candicans' -French Lavender 5 Gallon 3' O.C. 75
S-9 Raphiolepis i. 'Clara'-Indian Hawthorn 5 Gallon 5' O.C. 44
` S-10 Rosmarinus officinatis `Collingwood Ingram' -Rosemary 5 Gallon 5' O.C. 62
S-11 Hemerocallis hybrids `Yellow'- Day Lily 5 Gallon 2' O.C. 70
AL06K wpt-L S-12 Berberis thunbergians `Crimson Pigmy'-Japanese Barberry 5 Gallon 30" O.C. 115
MEI
A IJ OI R a W � 5-13 Lantana montesidensis—Trailing Lantana 5 Gallon 6' O.C. 15
g31,D S-14 Juniperus horizontalis 'Wiltonii'—Wilton Juniper 5 Gallon 5' O.C. V
F� S-15 Agapanthus africanus `Queen Anne'-Lily of the Nile 5 Gallon 3' O.C. 0
rc. 321.a . - � '
y('0ea S-16 Nandina domestics—Heavenly Bamboo 5 Gallon 30"O.C. 0
S-17 Raphiolepis indica `Pink Lady'-Indian Hawthorn 5 Gallon 4' O.C. 0
Ito c%-'-
, S-18 Leptospermum scoparium `Ruby Glow' - Manuka 5 Gallon 6' O.C. 0
ROAD aAs$i,lfJ� [ZOf4� CuAPs D� SIDEWALK 3.I,SLo ) (�� �^�
Vines:
�--4 �lf Partbenocissus tricvspidata Boston lay _i Gallon 15 O.C. 34
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- Groundcovers:
SECTION A A
Sea 1 e:1 40=1'-0" Topdressing Only—4"thick layer of wood chip mulch.
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TRACT 16051 RANCHO CUCAMaNGA
�- vI}�'aINIA DRIVE PLANTING PLAN
FR,4 02400 APPROVED BY: ! DATE: 0
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B.45EL/NE ROAD ��'•��` ro w. icy FRANK
SEE SHEET L-8 FOR PLANTING DETAILS d ht0 DRAWN R ' RAn3tAc1IER SHEET- -
ASSOCIATES, INC.
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SEE SHEET L-13 FOR PLANTING SPECIFICATIONS ! 0 PHD" (na) &W-1"4 F&I (n•) eat-6721 13
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SEE SHEET L-13 FOR PLANTING
-- SPECIFICATIONS
PLAn TERIALS LEGEND
�d-
T Symbo Botanical/Common N e Size Spacing Quantity
Trees:LID
IS T-1 Magnolia grandiflora 'Samuel Sommers-Magnolia IS Gallon 30' O.C. 11
\ T-2 Liquidambar styraciflua `Palo Alto'-American Sweet Gum 15 Gallon 25' O.C. 3
RCC•-E 7E AVENUE T-3 Pinus canariensis-Canary Island Pine 15 Gallon 25' O.C. 4
T-4 Brachychiton populneus-Bottle Tree 15 Gallon 25' O.C. S•.,,r"/��7
T-5 Lagerstroemia i. fsuriei `Biloxi' -Crape Myrtle 15 Gallon 20' O.C. y�,tv3
2 T-6 Rhus lances-African Sumac 15 Gallon 20' O.C. 6
RIVER WASHED COBBLESTONE SURFACE T-7 Pyres calleryana `Aristocrat'- Ornamental Pear IS Galion 20' O.C. S
Shrubs:
6PENANDOA 4 DRIVE
S-1 Trachelospermnm jasminoidies-Star jasmine 1 Gallon 2' O.C. 29
th' 5 Gallon 4' O.C. 9
-Fortnight L'
S-2 IIretrs bicolor g
S-3 Raphiolep>ts indica 'Ballerina' Indus
' - n Hawthorn 5 Gallon 3' O.C.
0
d 5 Gallon 2+
O.O. 104
QA JUS PLANMW-, VuE b uW(RE dF•RA
.W S4 Nandina domestics `Nana'-Dwarf Heavenly 6lwboo 105 Gallon 2' O.C.S-5 Phormium tenax`Tom Thumb'-Dwarf Flax
UJ S-6 Abelia grandiflora-Abelia 5 Gallon 5' O.C. 93CI
S-7 Pittosporum t. `Variegata' -Variegated Mock Orange 5 Gallon 6� O.C. p;ql
�,/ NO. DESCRIPTION OF RE�/ISION DATE APMtOM
S-8 Lavendula dentate `Candicans'-French Lavender 5 Gallon 3' O.C.S-9 Raphiolepis i. `Clara' - Indian Hawthorn 5 Gallon 5 0.C. CITY OF RCUCAMONGA
5-10 Ros
marinus officinstis `Collin�'ood Ingram' -Rosemary 5 Gallon 5' O.C. Za
S Gallon 2O.C.' 26 THE VICTORIA COMMUNITYS-11 Hemerocallis hybrids `Yellow'- Day Lily \,
S-12 Berberis thunbergians `Crimson-Pigmy'-Japanese Barberry 5 Gallon 30^ O.C. 39 ' 7
Q
S-13 Lantana montevidensis-Trailing Lantana 5 Gallon 6 O.C. ��
S-14 Juniperus horizontalis 'Wilton ii,-Witton Juniper 5 Gallon S' O.C. BASELINF,/ROCHESTER STREETSCAx-
+ Gallon 3' O.C. 50
ricanus leen Anne -Lily of the Nile 5
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5-15 A p Q
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S-16 Nandina domestics- Heavenly Bamboo 5 Gallon 30" O.C. 52 TRACT 16051 RANCHO CUCANIQNGA
s Gallon 4' o.c. 15 110:201
NJNT 7 DRI
5-17 Raphiolepis indica Pink Lady'-Indian Hawthorn
VIW-sNIA DRIVE
S-18 Leptospermum scoparium `Ruby Glow' - Manuks 5 Gallon 6' O.C. 12 PLANTING PLAN
Vines: 1` 2400 APPROVED BY: PATE:
V-1 Parthenocissus tricuspidsta-Boston Ivy 5 Gallon 15' O.C. 40 CITY ENGINEER RCE: 4-
o \,I,NDSCAPr DESIGN PUN PREPARED BY: RECOMMENDED
Br45ELINE ROAL) rornk ergr-F FRANK
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Groundcovers 0 DRAWN ASSOCIATES, INC. SHEET
SHEET INDEX -
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ALL �n F 0 CHECKED DRAWING N0.
1�l•T..�7• PLANTER AREAS Mulch available from Intravai9I 1961 W. 16 Street Of CA��E r� DATE 5 O7 Ob RL4 NO 1110 l lY 3- L--
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PLANT MATERIALS LEGEND SEE SHEET L-13 FOR PLANTING SPECIFICATIONS
Symbol Botanical/Common Name Size Spacing Quantity
Trees:
QT-1 Magnolia grandmors 'Samuel Sommers-Magnolia 15 Gallon 30' O.C. 0
T-2 Li uidambar s raciflua 'Palo Alto'-American Sweet Gum 15 Gallon 25' O.C. 0
q ty
T-3 Pinus canariensis-Canary
Island Pine 15 Gallon 25' O.C. 0
T-4 Brachychiton populneus- Bottle Tree 15 Gallon 25' O.C. 10
•
. T-S La erstroemia i. faurie. 'Biloxi' - Crape Myrtlertle 15 Gaon 20,
O.C.
0
T-6 Rhus lances-African Sumac l5 Gallon 20' O.C. _ZO
T-7 Pyrus calleryana `Aristocrat'- Ornamental Pear 15 Gallon 20' 0.C. 0
Shrubs:
S-1 Trachelospermum jasminoidies-Star jasmine 1 Gallon 2' O.C. 0
S-2 Nloraca bicolor- Fortnight Lily 5 Gallon 4' O.C. 0
S-3 Raphiolepis indica `Ballerina' -Indian Hawthorn 5 Gallon 3' O.C. 0
S-4 Nandina domestics `Naha'-Dwarf Heavenly Bamboo 5 Gallon 2' O.O. 0
sIENANDOA-1 DRIVE S-5 Pbormium tenax `Tom Thumb'-Dwarf Flax 5 Gallon 2' O.C. I+
S-6 Abelia grandiflors-Abelis 5 Gallon 5' O.C. 52
S-7 Pittosporum t. `Variegate' -Variegated Mock Orange 5 Gallon 6' O.C. 0
S-8 Lavendula dentate `Candicans' -French Lavender 5 Gallon 3' O.C. 0
S-9 Raphiolepis i. `Clara' -Indian Hawthorn 5 Gallon 5' O.C. 0
q5-10 Rosmsrinus off'icinalis `Collingwood Ingram' -Rosemary 5 Gallon 5' O.C. 80
S-I1 Hemerocallis hybrids `Yellow'- Day Lily 5 Gallon 2' O.C. 0 NO. DESCRIPTION OF REVISION DATE A ovco
S-12 Berberis thunbergiana `Crimson Pigmy'-Japanese Barberry 5 Gallon 30" O.C. 0
5-13 Lantana montevidensis-Trailing Lantana 5 Gallon 6' O.C.
0 CITY OF RCUCAMONGA
` �S-14 Juniperus horizontalis 'Wiltonii'-Wilton Juniper 5 Gallon 5' O.C. 'T'1
q S-15 Agapanthus africanus `Queen Anne'-Lily of the Nile 5 Gallon 3' O.C. 0 \
� I
S-16 Nandina domestics - Heavenly Bamboo 5 Gallon 30 O.C. 22 �� �;=:�
T VICTORIA COMMUNITY
_
S-17 Raphiolepis indica `Pink Lady'-Indian Hawthorn 5 Gallon 4� O.C. 0 C1 ll ASTER STEL ].1 E
Q -'-18 Leptospermum scoparium Ruby Glow Manuka 5 Gallon 6 TSC
O.C. 27
Vines:
V-1 Parthenocissus tricuspidate-Boston Ivy5 Gallon 15' O.C. 29 TRACT 16051 RANCHO CUCAMaNOA
+•SUNT 7 Dr< vE
vIRGMIA DRIVE
PLANTING PLAN
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Groundcovers FRA 02400 APPROVED BY: DATE:
4-. 3—
CITY ENGINEER RCE:,
O `►NDSC(PF
B•4gEL INE R0.4D DESIGN PLAN PREPARED B1': RECOMMENDED
ALL Topdressing Only-4"thick layer of wood chip mulch. �� Fra W. ��y FRANK
PLANTER AREAS Mulch available from Intravais, 1961 W. 16'" Street � 1� � � � ' RADMAC1iE`R
Upland , CA91-W>2151. (909) 982-6713 DRAWN ASSOCIATES, INC. SHEET
5�EET INDEX tl � i oZ
V Landscape Architects —1 1_/(
" V. PHC1K[ (714) 8�2-1774 FAX (714) 882- 721 � ■20F ■V
14841 Yorbe 9tr•••t Suit* *04 • Turtle CA gem
N.Y-�; F p CHECKED /� DRAWING NO.
CF E R DATE 51/o-t f 01 RLA NO 1111E 17(o 3- L
F"WECr SHM No.
OF
PLANTING SPECIFICATIONS
PART 1 - GENERAL
1.01 Scope of Work: 3.02 Topsoil: PART 6 - WEED ABATEMENT
Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. 6.01 Scope of Work:
indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows.
B. Topsoil imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Silt plus clay Provide all material, equipment, and labor necessary to perform all work as indicated on plans, as reasonably
1.02 Standards: content of this soil shall be no greater than 15% by weight. The boron content of this soil shall be no greater than Implied, and as delineated in the specifications.
1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0
All work and materials shall comply with governing codes, safety orders, standards, and regulations, and meet the millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be 6.02 Quality Assurance:
minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. submitted to an agronomic soils testing laboratory, approved by the project Landscape Architect for analysis prior A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control
to use. Result of testing to be delivered to City for approval. Soil test to include analysis and recommendations. Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required.
1.03 Quality Assurance:
3.03 Soil Amendments: B. All materials and methods must conform to Federal, State, and Local Regulations,
A. All Contractors performing Site Development work, must be licensed in accordance with the laws of the State
of California. All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the 6.03 Submittal:
Contractor
B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Material Prior to the installation of any weed control materials, the Landscape Contractor shall submit to the Landscape
Suppliers expected to be employed during the course of construction. 3.04 Soil Preparation: Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed
types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall
C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course All work on Irrigation system shall be complete and inspected for recommended approval and, fine grading furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the
of the Construction Contract. The amount of insurance shall be determined by City. completed, prior to rototilling and prior to soil amendment work. weed control materials and methods with the intended planting and seed varieties present.
D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth 6.04 Responsibility and Coordination:
starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that are to be
telephone number of the person in charge of the work. sodded, in which all rock and debris more than 1" in diameter shall be removed. A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into
the treated areas and to notify the public.
1.04 Responsibilities and Coordination: Apply , spread, and rototil in all soil amendments as recommended to a depth of 6". Water area thoroughly after
rototilling is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method
A. Permits: The Contractor shall obtain and pay for all permits and Inspections required by governing authorities planting area: shall render the job site unusable for more than 10 days from date of application.
for the work to beP erformed.
4 cubic yards of nitrolized Redwood or Fir shaving or equal. 6.05 Non-Selective Herbicides:
B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site 200 lbs. of Gro-Power or approved equal.
prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all The above soil conditioning are minimal qualities only and should be used only for bidding purpose, because soil Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control
underground utilities prior to start of work. conditions may change drastically from the time these specifications were developed to the time the actual soil Advisor)
conditioning take place. Therefore, the Contractor shall obtain his own soils analysis of a rate of one per every
C. Temporary Utilities: The Contractor shall apply for and pay all cost Incurred for all temporary utilities such as 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing 6.06 Selective Herbicides:
water, electrical power and gas as required by him for the construction of the project. Temporary services shall be laboratory approved by the project Landscape Architect and City. Copies of the soil test to be provided during the
coordinated with the City and other contractors on the Job site. Pre-construction job conference. Selective pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor)
D. Survey, Reference Points, and Elevations: The Contractor is responsible for establishing all surveys, reference 3.05 Finish Grading: 6.07 Weed Eradication:
points and elevations required by him, and shown on plans for proper execution of site construction.
After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lines shall be If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will
E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the maintained and proper tolerances shall be met after settlement at the end of the project malntenance period. require control prior to removal, spray these areas per Pest Control Advisor's recommendations.
construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by
the City or governing authorities. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from
planting areas.
1.05 Defective and Unauthorized Work: 3.06 Coordination:
Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 1" - 2" below the surface of the
All work which is determined by inspection to be defective In its construction or deficient in any of the Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil soil. Physically remove all weeds from the site.
requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his amendment work, and planting. (See Weed Abatement section).
own expense in a manner acceptable to the Landscape Architect and City. PART 7 - LANDSCAPE MAINTENANCE
PART 4 - TREES AND SHRUBS
1.06 Inspections: 7.01 Scope of Work:
4.01 Scope of Work:
The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorities, Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance
24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not Provide all material, equipment, and labor necessary to install all trees and shrubs as shown on plans, as requirements as reasonably implied or as delineated in the specifications including, but not limited to the
necessarily in this order. Only the inspection pertaining to the project scope of work will apply: reasonably implied and as delineated in the specifications. following:
Rough Grading. 4.02 Products Maintain all plants and planted areas.
Drain Lines and Catch Basins. A.Nomenclature Plant names indicated on the drawings conform the "Standard Plant Names" established by the Keep planted areas free of weeds and debris.
Irrigations (main line pressure, coverage d: system operations test). American Joint Committee on Horticulture. Except for names covered therein, the established custom of the Prune trees and shrubs.
Soil Preparation and Finish Grading. nursery is followed. Fertilized all plants and planted areas.
Plant Material (delivery do placement). Irrigation.
Substantial Completion Inspection (at completion of landscape Improvements) - 7 Days. B.Condition- Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from Insecticide spraying.
Final Inspection (after maintenance period) - 7 days. plant disease, Insect pests, or their eggs, and shall have healthy, normal root systems, well-filling their container,
buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall trees be 7.02 Fertilizers:
The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum topped.
of seven (7) days prior to the beginning work. A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release
C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from
1.07 Guaranties: shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, Gro Power (909) 393-3744.
labels, nursery stokes and ties from all plant material prohibited until the approval of the Landscape Architect or
A. Plant Materials: All trees, shrubs, ground cover; bedding plants and lawn shall be guaranteed from date of final City. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be
acceptance of landscape construction for periods as follows: registered as an agricultural miner, with the State Department of Agriculture in compliance with Article 2 -
D. All plant material delivered to the site showing signs of damage or disease or Is Insufficient In size to carry out "Fertilizer Materials, ' Section 1030 of the Agricultural Code.
Trees 24" box do larger 1 year the intent of the planting plan will not accepted and will be replaced at Contractor's expense.
Trees 15 gal. do smaller 1 year 7.03 General:
Shrubs All sizes 120 days E.Sizes of PlantsShall be as stated on the Plan. Container stock (1-gallon, 5-gallon, and 15-gallon) shall have
Ground Cover 120 days been grown in containers for at least one (1) year, but not over two (2) years. Maintenance shall start immediately after landscape irrigation and planting.
Beddin i Plant 120 days
Lawn sod) 120 days F.Substitutiono- Substitutions for indicated plant material will be permitted provided the substitute materials are Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work,
Lawn seed) 120 days from first mowing approved in advance by the City, and are made at no additional cost to the City. Except for authorized variations, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed
all substitute plant materials shall conform to the requirements of these specifications. by the Landscape Architect and City representative.
Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period.
Landscape Contractor shall replace and plant all materials which have died within the time span stated above, at no G.Plants Not ApVov'ed'lantS not approved are to be removed from site immediately and replaced with suitable A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a
cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material is not plants. The City reserves the right to reject entire lots of plants represented by defected samples. healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting
replaced and planted within the 5 day period, City may replace dead material with new material and charge the from maintenance and equipment and/or maintenance personnel, shall be restored to its original condition at no
Landscape Contractor for all expenses incurred. H. Stake all trees, as per details immediately after planting to prevent wind damage. cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No
repairs other than emergency repairs shall be accomplished without written permission from the City.
B. Construction Materials: The contractor shall guarantee oil workmanship and materials for all site development, 1. Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow
for a period of one year from date of final acceptance of project, at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed
1.08 Material and Labor Releases: trees. All planting holes shall be excavated as defined on appropriate details. 10 calendar days.
The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program.
Upon completion of the work, the Contractor shall present to the City, signed copies of all labor and materials 4.03 Soil Amendments:
releases for all work performed under Site Development. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become
Soil amendments shall be as recommended in the Agronomic soils report necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of Insects and
1.09 Disposal and Clean-up: disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control.
4.04 Trees Stakes:
Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris
99 m
generated or encountered during the course of landscape construction, and legally dispose of it. During the course Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further inforatlon.a D. Pruning: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program
of the work, remove surplus materials from the site and leave premises In a neat and clean condition. Clean up and and continue to prune plants as directed or as may become necessary until the end of the maintenance program.
remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. PART 5 - GROUND COVER AND BEDDING PLANTS
The site shall be cleaned upon the request of the inspector. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and
5.01 Scope of Work: overall even appearance. Exterminate gophers and moles; repair damage.
PART 2 - EXECUTION
Provide all materials and equipment and perform all work necessary for and incidental to installing all ground PART 8 - ACCEPTANCE OF PROJECT
2.01 Protection: cover and bedding plants, as shown on plans, as reasonably Implied, or delineated in the specifications.
Keep all plant material delivered to site in a healthy condition for planting. Plants shall not be allowed to dry out. 8.01 General:
Bare root stock shall be separated and heeled-in, in most earth or other suitable material until planting. Balled and 5.02 Bedding Plants:
buriapped plants shall have root bail covered with moist sawdust, wood chips or other suitable material until Upon completion of installation, a maintenance period of a minimum of 180 days for all landscaped areas is
planting. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and required prior to final acceptance of the work by the City. The Commencement date for the maintenance period
variety shown on plans. shall commence upon written approval for all phases of planting installation by the City Public Works Inspector.
2.02 Installation: Maintenance period shall be adequate to verify plant characteristics and establishment.
5.03 Ground Cover:
Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the A. Two inspections shall be made that affect the establishment period: The first after all plantings have been
Landscape Architect and City prior to planting. Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well completely installed in order to approve the beginning of the establishment period, and the second at the end of the
rooted in flats or similar containers. establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective
Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following maintenance, then continue establishment until all work meets with the Specifications and can be approved.
mixture: 5.04 Mulch:
B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of
Native, On-Site Soil with rock no greater than 3" in diameter Mulch: Shall be of compacted wood chip fiber. infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of
Gro Power Plus, 5-3-1 15 lbs/cy work will be made. All areas shall be neatly raked and free of weeds.
Iron Sulfa'e 2 lbs/cy 5.05 Coordination:
(To be used for bidding purposes only, verify with Agronomic Soils Test.) A. Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed,
keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements.
After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough DESCRIPTION OF REVISION cin
water-in and establishment. B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and DATE �"RM
ground cover planting.
Prior to installation of turf and ground cover, remove water basins from around trees and shrubs. Berms in turf CITY OF RCUCAMONGA
areas to be removed prior to City acceptance. 5.06 Installation:
PART 3 .-- SOIL PREPARATION AND FINISH GRADING Plant ground cover and bedding plants in moist soil and space as indicated on plans.
3.01 Scope of Work: Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture THE VICTOR_ _1A_ COMMUNITYshall be such that soil does not crumble when removing plants from container.
A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation
and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4"
specifications. layer of mulch material shall be spread over the entire planter area after grade Is established. Watering shall begin TRACT 16051 RANCHO CUCAMONGA
immediately after mulching. (Grading shall accommodate the mulch)
B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. 5.07 Protection: PLANTING SPECIFICATIONS
C. Cleaning and finish grading of planters areas and planting areas. FIPA *2400
Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. APPROVED BY: n DATE: j
CITY ENGINEER RCE No. 24953
o jNDSCgpF DESf BY: RECOMMENDED:
r n r�ry� FRANK
1,0 RADMACHER
* °RA A I BY_ ASSOCIATES, INC. SHEET
Landscape Architects L-13 OF 13
CHEC PHONE (714) 832-1774 FAX (714) 832-5721 DR^WING No
F OF C A \E 14841 Yorba Street, Suite 204 • Tustin, CA 92880
DATE 5/07/01 R.L.A. N0, 1110 7V 3-L
PROJECT SHEET NO.
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