HomeMy WebLinkAbout2258-L DEVELOPER/OWNER
LANDSCAPE ARCHITECTURAL PLANS CITY OF RANCHO C
10500 CIVIC CENTER DRIVE
M 111111 RANCHO CUCAMONGA, CA 91730
M AM M Air
No CmURCH S =�IREE I IMPROVEMEN I PLAm ONkE
909 - 477- 2740
CONTACT: MR . RDAVID
ROCHESTFR AVENuE 10 r1YSS01=0 DRIVE
GENERAL FUND
VICINITY MAP GENERAL NOTES SHEET INDEX
RANCHO CUCAMONGA GENERAL NATES: TITLE SHEET
1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE L-2 CONSTRUCTION PLAN
ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-3 CONSTRUCTION DETAILS wol
ALMOND DR 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS
PROJECT SITE FOR PUBLIC WORKS CONSTRUCTION. L-4 IRRIGATION PLAN
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC
HILLS E D LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW.
- CHECK L-5 IRRIGATION DETAILS
(LSO AVE 24TH ST 5. FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PER
UTILITIES AND UNDERGROUND
(j SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION.
6. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPESP'LANTI "' PLRINLj AN
L b
BAN N ST <t SUMMIT AV SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE.
L A DETAILS
Q- LEa=[]QQ[=rw w 7. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM
} ¢ Q THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (60 DAYS, SEE L-7 P ANT I N GO U
_ HIGH D AV 30 SPECIFICATIONS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL
U TO
19TH T COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. "'h'UNZ05" REFER"
3Q J MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW
f-- m z GRADE, FERTILIZING, AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE
CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN
w w z < ALSO INCLUDES ALL REPAIRS, REPLACEMENT, ,
z � w GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 0 " Nb bUuK
UPLAND Q Q _ V ORI PARK LN wICAu" IT' 0"" ECIF ATI00"'
c� B E LINE D =
$ APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A
w
P.C.A. RECOMMENDATION.
HURL ST ERRAIS wg. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER
w U 760-438-0525.
M <r � 1 Q.CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
FO HILL BLVD
w6 p o BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS
Q } 10500 CII CENTE DR. > z o BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8' WIDE X 6" DEEP CONCRETE HEADERS
ARROW ROUTE �< o BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS
N.T.S. o BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE -6" WIDE X 6" DEEP CONCRETE HEADERS
ry
m o � BNSF R w
Cr WaHmkid w 11.MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL
< _ _ rz ® BE MADE IN THE FIELD, ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS
6TH ST
INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION.
�
> I I = 0 FONTANA 12.PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
0 = PRIOR TO THE COMMENCEMENT OF ANY PLANTING, APPLY SOIL AMENDMENTS PER TEST RECOMMENDATIONS IN THE
4TH ST ® PLANT IN ACCORDANCE WITH CITY STANDARD PLANS.
® ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
ONTARIO VWICINI7�7 SPECIFICATIONS.
0
NOT TO SCALE
M A I A R 1111 A .I U v W U R E U00"LA Mm E FUm" WAT E FR G"' E NE E KA L 1"N41 ON T E zS%
A im C E R E P" '0" No%`3% 1 rb" I L I TY M A F
NTEIN A No A
RECYCLED WATER GENERAL NOTES
1. ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE AND MARKED RECYCLED WATER.
2. ALL VALVE BOXES MUST BE PURPLE AND MARKED RECYCLED WATER, THE COMPLETE BOX TOP AND BOTTOM.
------- 3. ALL SHUT OFF VALVES, CONTROL VALVES, REGULATOR VALVES, STRAINERS AND ALL RELATED RECYCLED WATER
LMD
® MATERIALS MUST BE MARKED OR TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE AND IN SPANISH ON AREA
4. THE OTHER SIDE.
5. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED.
w I I I 6. IRRIGATION CONTRACTOR MUST SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION.
I z j z� 7. CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. -*.
r } m�� 8. QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER. aF S/ ~� OF
I uMlroFwoRlc " wl LIMIT OF 9. QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. ,#
10. ABSOLUTELY NO HOSE BIBS OF ANY KIND HOOKED UP TO RECYCLED WATER. w ` �►
- R t + A ► R TYP 3'R TYP
f ON LANDSCAPE LINE INSTALL TEMPORARY RP BACKFLOW DEVICE PER CVWD STD. DRAWING #111 WITH A STRAINER
- -- 11. UPSTREAM OF BACKFLOW AND A ACME THREAD QUICK COUPLER FOR RECYCLED WATER 2FT. DOWN STREAM OF
__" _._ _ "„ _..__..® , 12. LAST ELBOW, IN A PURPLE VALVE BOX MARKED RECYCLED WATER. W
I 0' _..... _ �4" 13. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED WATER LINES SHALL BE 1 OFT. AND Exp. os-3o-11
.._.__, __.,.. „+00 CHURCH �i2+,b I.&M STREET t I z
11 THE VERTICAL DISTANCE SHALL BE 1FT. Exp. 06-30t.'::
._.___®_�.+.�_-_®__..._ _-_®_�w_._..._..� oft
_,_,_,-.. �._ �®_�._� ._.__�,._^_..___�_® ,.,_.._�_®_�.__._..�®_®_._.. _®, �. _® -- -- �w 14. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC WATER LINE, RECYCLED LINE MUST BE SLEEVED AND
_.
_...._...
- - - u, 15. EXTEND SFT. ON BOTH SIDES OF PIPE. i 1 IV I%,,.
16. SUBMIT 1-HARD COPY AND 1-PDF COPY OF IRRIGATION PLANS TO CVWD WITH STD. DRAWING #402 AND THIS
17. GENERAL NOTE ON THE TITLE PAGE, AND SHOWING A MINIMIUM OF 1OFT. SEPARATION FROM IRRIGATION TO CRS-` CAL`
POTABLE SERVICES.
PA �'R TYP °R TYP + A+ + + R
fw. 'F` TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT. PAST PROPERTY LINE WITH REGULATOR AND ACME
W LIMIT OF WORK
LIMIT OF WORK THREAD QUICK COUPLER INSTALLED.
I _
I = t ABSOLUTELY NO LOOPED IRRIGATION SYSTEMS, ONE SERVICE ONE SYSTEM.
I PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES.
a j LMD AREAPRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF IRRIGATION.
\JCAA4
ALL IRRIGATION EQUI INSTALLATION PRACT
-- -- o_ ® CITY'S RECLAIMED ISPECIFICATIONS.
LMD AREA
CITY DESCRIPTIONSI
APPROVED
®!
F
a I LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKCITY OF RANCHOCUCAMONGA
---^
e
- LAN1J` 6UAffFm`E UUMNOTITIES
i L iThP + tP x R TYPQ T R TW u PA PA x R TYP s'R TYP PA i
_....__
A'"RE11"..."w' "w"ARKWA ]r
_._
CHURCH _ CHURCH STREET
_ STREET_._____._ QTY. SIZE
_.._
t t
( LL
--
' - =
a O
LIVID Landscape summary I-
2i w _.. _
, » .F _____... ROCHESTER AVENUE TO HYSSOP DRIVE
�'
TOTAL SQUARE FOOTAGE 9,488 SF
4
R TVP PA T
TOTAL ACRES 0.22 Acres
TITLE SHEET
_3 r R YP Pa �TYP -�R + �A + e
LIMIT WORK ®)w LANDSCAPE AREA 6,340 SF
W I t LIMIT OF WORK LIMIT OF WORK
ZI 1 «
i
w, ; U)!o , IRRIGATION AREA 6,340 SF «
L, _-_.._. . . .._._.
_ COBBLE AREA 3,015 SF CITY ENGINEE RCE No. 53672
LMD AREA DESIGN PLAN PREPARED BY: RECO MENDED
TREES Magnolia
= Grandiflora „ A
CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DIVE
St. Mary 43 EA b® DRAWN RANCHO CUCAMONGA, CA 91730 SHE
z MA L- 1 OF 7
CHECKED DRAWING NO.
N.T.S. -2
2258-L
PROJECT Sheet No. of
I g f f
ICI " 1 3I 1 fUj
� � � ,,;
: E EI 3 9 T�
I ?� � I r 2 1 1 2 i I f , � � 1 f 3 7 1 3 2 8 1
f �
I r 1 �r f i 11 2 1 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN
f ��; 11 I a\ "�, `� I 5 IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT
MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE
LIMIT i rf ry IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE
----- -- --- ---- -- ,- /
LIMIT CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE
__ -____'-- ---- ----- --- --__ - --- --- ---- ____ _____--__`-__-______----_-.v_ TO A FAILURE TO GIVE SUCH NOTIFICATION.
________ ______ __ _____ _____ _____ ---------------------------- 2.
1 ____ ____�L_____ _-- —___ --
r _. _..t
-r—
-f CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL
R �'Y ---/.�.�4_s A_..� r�...y�. ...._f_��__. � �..., ��._� .�._�,��,.��� _��.__ A 3 TYP < '�A � F.� __ _ - "T4'
UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE
.� � __ ___ �.____ � _ __ P ._.__.. .._._ 3 R TY RESPONSIBILITY FOR COST INCURRED DUE TO DAMAG- ----------------------
E AND REPLACEMENT OF SAID
y,._ -_ ._._. -., 3• UTILITIES,
34' 77,34' = ___ 41'm . _ . _._.34' CONTRACTOR SHALL COORDINATE IRRIGATION� SLEEVE LOCATIONS UNDER PAVED AREAS
4• AS REQUIRED. REFER TO IRRIGATION PLANS.
_._ 5• CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER
SUBCONTRACTORS.
3
ALL CURVILINEAR WALKS
1 CURUnLlRun ZO5%T R" E E TBS, HEADER BOARDS, AND WALLS SHALL HAVE A
Z > CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED
10 00 11+00 12+00 13+0014+004
AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.
I �— --l—
E ` I r _._.. ..___....__
_ ...,_ .._ ._..._ ,........w
ui "0N TRUCTION LEGEND
34' (D CONSTRUCT 6" WIDE CONCRETE MOWSTRIP. SEE DETAIL B, SHEET L--3.
..... ...............16-1 r _.......
PROVIDE AND
_..
INSTALL COBBLE PAVING. SEE DETAIL —
,,
A SHEET L 3.
` y 3 R TYP - —
d_ ,__. __ � 7 PA 3' TYP w RTP / _. ,.__ _ , -
- " -= _ A - . SEE DETAIL , SHEET L 3.
h _ c_..�� �'�, � c ,f, � B �_ � } � _ �� l 3 PROVIDE AND INSTALL LANDSCAPE BOULDERS C —
� r
_ 't . _
----- r �.
_______ �' SIZES ACCORDING TO THE FOLLOWING LEGEND:
————————————————————————————————————————————
1 " d ____ ____ ______________ ____________________ __.____ ,r
—
f
LIMIT LIMIT C — 14"-16"
I I / IRRIGATION CONTROLLER AND ELECTRIC METER PEDESTAL. SEE IRRIGATION
----------
PLAN,
----
-- �� 5 PLAN, SHEET L-4.
_
I f r 2 3 1 ;.-- --__- �..
��— 1�~`'' 1 2 3 1 7 12 8 3 � LINE OF SIGHT,
\ EXISTING STREET LIGHTS TO REMAIN. PROTECT IN PLACE.
EXISTING CONCRETE CURB AND GUTTER TO REMAIN. PROTECT IN PLACE.
EXISTING 5' WIDE SIDEWALK TO REMAIN.
EXISTING TRAFFIC SIGNAL PULL BOX TO REMAIN. PROTECT IN PLACE.
1® EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE.
11 EXISTING ELECTRICAL VENT TO REMAIN. PROTECT IN PLACE,
12 EXISTING PERIMETER WALL TO REMAIN.
0. EXISTING TRAFFIC SIGNAL CONTROLLER BOX TO REMAIN. PROTECT IN PLACE.
0 wQ4 EXISTING STREET SIGNS TO REMAIN. PROTECT IN PLACE.
I
11 v vv��
7 8 3 2 1 5 � �' I I ''rr '��
2 1 f f 1 1 2 3 1 `'� ~'' � i -- 12 7 1 3 2 8 1
LIMIT LI E
I f I LIMIOF WORK
T
�, _________________________ ____ ___ _____ _ ____ ____ -------------------- _-_
1
7 TYP � �I PAS �' w �} PA _ PA � `f
PA
�Ca _� �� r `_i 1r� _ „—.....— --._...�__ — _—__�.- _ w..w ._ry fr, I 3' ��/ r '
-_ - _ _ _w—
R ' RTP
_._. _ —_ _—_ _— _-- _ —��� —� �_ _� TYP
'v m 34 1.01_:-. _ ._-..,_,- 41'
V r
I �r ) c(
Cm%H 'us lrmm%jk(D'
z H0
W 9�MEN=
____._
15+00 __..— _...,.._ __.._.. 16+00 17+00 18+OQ _._., _19_+D® _.. —,
---F— _._ _.._
_._
}— —I_ _ ---I---
d_! J
_..._.. _ _.__
34' 61' _.._
- 34' 34'
m W
—
l.fm✓ ..? p ,"' ;.., �,_.-,::_,. __ t>;,r c,. � :.-__ ,._� __..,_ s `t� �,��,J� )�---f,__J ,, ~`"'m ',�,._.I�_ )< ..�f V I_`._:'4 _ p-._.,.._..
„a 3 R TYP P A _. R T P 3 R-,._TY- -. __. .. ,,� r, °_._ T` �
1
-----------------
___ ____ _________ _
_______________
� A
r �--------- ---- ---------------------- -------- ---- ----- — —__ ------
———— ___--------_________ ___ ___— _-- _ ' �` �°`
\ LIMIT OF WORK
\ 1CL TZ
! ,, .,
LIMIT OF WORK
JI s4-� r` LIMIT OF WORKr
ii
2 3 �.i i i i � ' 3 1 1 2 10 � f I I 2 1
I I I 4„L� I 1 ► 2 1 2 3 1 7 12 3 f I ' 3
fI I I � iI i 3 8 I ISI 1
I 1 I s I 1 I SCALE: 1"=20"
I I
DESCRIPTION OF "VISION DATE
C � i � 4 � I �
CITY
APPROVED
CIL][Y OF RAN UUCAMONGA
CH_F T Ohl,
0-"d U R(d."_1 IF I &-04 ff R E I-Em r In -rw%A R K W AXT
PLAN CROSS REFERENCES ROCHESTER AVENUE TO HYSSOP DRIVE
Underground 'Service 'Alert FOR NOTES AND LEGENDS, SEE THIS SHEET CONSTRUCTION PLAN
FOR CONSTRUCTION DETAILS, SEE SHEET —
IRRIGATIONFOR CORRESPONDING — '
® II: CORRESPONDINGFOR I a SEE SHEET _ 7
DESIGN FLAN PRPARRf� Y: RECOMMENDED
CONSTRUCTION'a FOR
1 8 0%00' SPECIFICATIONS, I
r MA
X401( 10500 CIVICCENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 01730422,41 J0 SHUT
MA aF 7
TWO (JIG DAYS BEFOREYOU DI
CHECKED DRAWING Na.
-2 --L
PROJECTSheetNo. o
CASE 1 MORTAR EVEN WITH FLAT SIDE UP
CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE.
2% COBBLESTO SIDEWALK
4 4 .4
UN DER NEATHCCOBBLESTONE
CASE 2 1B&DTF ERPS&I)542—A 3" �qI S01 LFfTH AT p P- cli
B&DT EDGE�F CO�BLE LBQ�ATION PER AND
COBBLESTO
CONCRETE HEADER — 1/2" RADIUS
EXPOSED EDGES AND FINISH PER PLAN
1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 1 2" POLY—FOAM
-3 / I t� M 2" IN PLANT BED CROSSINGS) EXPANSION
t t JOINT
6" OR " FINISH GRADE
CASE 3 —..� 6"�-24"—«.� 6"F-- SEE NOTE 2 • .
MORTARED STONE SWALE FOR D.G. OR COBBLESTONE
2" MA F.S. SHALL BE FLUSH WITH 1/2- RADIUS
DEP _ kpAeip _ TOP OF CONCRETE HEADER • N
4" II III=III. Q.q IIISIII=1
I III " III=1 I I;III. 4
i Ebb /#3
COBBI�ESTO BEN R RBAR CURB 1' M —I
� 2' MIN. / 4' MAX. RAD. 1 _=1 r #3 RE—BAR CONTINUOUS
6" PCC MOW CURB CURB & GU SEE DETAIL FOR III III III (UNLESS OTHERWISE INSTRUCTED)
w END CONDITION
a PER CITY STD. 534
a a 6" PCC MOW CURE UNDISTURBED NATIVE ADJACENT
PER CITY STD 534 CQpPLAN
PLANTER SOIL
AREA COBBLESTONE
4 HARDSCAPE
a 4 a z
4 a co
SIDEWALK HARDSCAPE c�
JOIN AT RIGHT ANGLES (TYP.) " NOTES:
3' MIN. / 4' MAX. RAD. EXISTING CU 24 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST 1/3 OF BOULDER'S
NOTES: OR WALK DEPTH INTO SUB—GRADE AS
1. CONCRETE CLASS 520-D-2500. END CONDITION NOTES: SHOWN. PLACE BEFORE FORMING CONCRETE PAVING. LANDSCAPE
CID
2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHAH BE: 9 1. PROVIDE SCORE JOINTS AT 10'-0" D.C. AND 3/8" EXPANSION JOINTS AT 20'-0" O.G. ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO
COOBBBLESTONES: MX. AX. 18' — MINw6"WITH ONE FLAT SIDE 2. 8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY—MAINTAINED INSTALLAl10N,
3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT TURF. 2. 1/2" POLY—FOAM EXPANSION JOINT AT EDGE OF PAVING
4. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS'D' MORTAR. 1 PART CEMENT TO 2-2/1 PARTS SAND, o 3. CONCRETE TO BE 520—C-2500 MIN. ABUTTING BOULDERS.
2000 PSI PORTLAND CEMENT CONCRETE.(NO"DRY—PACK"IS ALLOWED) 0 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE
5. A SAMPLE AREA, MIN. 40 SQ.FT., SMALL BE APPROVED BY THE CITY INS'P'ECTOR, PRIOR TQ PROCEEDING WITH N 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER. SEE
REMAINING ROCK WORK. TREATMENT ATMEN VER AREAS.TO ALL NON—HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND CONSTRUCTION PLAN.
6.FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR.
0 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OB.ECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. to
m 4. 90% COMPACTED SUB—GRADE.
`{
B. ALL COBBLE STONE AREAS SHALL HAVE 6"x6"CONCRETE HEADER AS AN EDGE AT PLANTING. 6
CV N
9. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN. AT ALL TIMES WITHIN THE R.Q.W.
LO 91 CITY OFANHG CUCNGA, CALIFORNIA CITY OF RANCHO CUCA ONGA, CALIFORNIA co CITY OFRANCHO CUCA O GA, CALIFORNIA
APPROVEpBY IVR WASHED GRANITE APPROVED BY:
N APPROVED BY: STANDARD PLAN
STANDARD PLAN STANDARD PLAN
LU
COBBLESTONES 542 CONCRETEHEADER 534 BOULDERPLACEMENT542—
r"* CITY ENGINEER CITY ENGINEER CITY ENGINEER DATE
LU R.C.E. ER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 9 OF 9 Lu DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET i OF 1 R.C.E. 24953 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
R.C.E. 24953
It u TA
BE V I N
C%I.JLJBLE PAlVINC033 UUNUINETE HEf-Mm"' ER D'JIULUE PRO` B%Yff PAIL
C
SCALE' N.T.S. SCALE:: N.T. SCALE' N.T.S. SCALE: SCALE:
SCALE: SCALE: )SCALE: SCALE: SCAL :
CITY
DESCRIPTION OF REVISION DATE
APPROVED
ci _t Y OF RANC I I Tcx
GA
fill
CH_lur_rR.AC,,H ST"RE_1wp__",qT PARKWA"g.r
I
"NS T RUCTION AILS
APPROVED BY: DATE:
CITY ENGINEER RCE No. 53672
DESIGN PIAN PREPARED BY: RECOMMENDED
A CITY OF RANCHO CUCAMONGA 09,11)
10500 CIVIC CENTER DRIVE Iff
L m DRAWN RANCHO CUCAMONGA, CA 91730 SHEET
SCALE: A L-3-OF-7
SCAL : SCALE: CAL : CHECKED DRAWING NO.
-2 2258—L
PROJECT Sheet No. of
W TYPICAL SLEEVING NOTE: IRRIGATION NOTES :
CONTRACTOR TO SLEEVE 1.
N ATE METER(SIZE PER PLAN),AS PROVIDED BY C ,IS REQUIRED T ALL POINTS OF CONNECTION.
THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW
IPE AND CONTROL t,
HAR
WIRES WHTYPICALERE THEY CROSS UNDER COBBLE OR 1 � WATER METER,INCLUDING HOT TAP AND SERVICE LINE. CO
DSCAPE.SEE IL L- MAINLINE SHOW O THESE IS DIA RTIC CONTACT THE CUCAMONGA VALLEY WATER
CONTRACTOR SHALL SAWdUT EXISTING CONCRETE AND ----------------------- CONTRACTOR I TO INSTALL MAINLINE IPLANTERDISTRICT FOR COSTS AND INSTALLATION PROCEDURES.
ES.
REPLACE AS REQUIRED. F` 2. TYPICAL POINTS OF CONNECTION CONSIST OFA WATER METER,FOL
SAND ROUTE AROUND HANDICAP PS. �# LOWED BY
I � A PRESSURE
I � _______________________ � REGULATOR(IF REQUIRED),FOLLOWED BY `
I FOLLOWED Y A MASTER VALVE. ALL EQUIPMENT I D PER PLAN INSTALDEVICEL ALL EQUIPMENT PER CITY LLOWED BY A FLOW ER,
STANDARDS AND SPECIFICATIONS,MANUFACTURERS'RECOMMENDATIONS AND L AL DES. ACTUAL
LOCATION OF THE EQUIPMENT TO BE AS DIRECTED
0
O SITE Y A REPRESENTATIVE OF THE CITY.
z LIMIT OF WORKrn
I m BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A T CK S- ENCLOSURE
Al; AND SHALL E INSTALLED PARALLEL TO THE STREETAND SCREE '
..,.} va Stn: .dwid 6:e 6,�`aa®.::x F.:& ` 4�:t-..;wFer vA..a..:".x::.l Z.V f..a Su:..a:,.d«.h. v.:d Y:a il�.�...:.t4::.:.2 lit sT......... t..i S_:6 L.<'.„:t_�," c..t a.;.d 1....r..ma:Sd t ED
da w :v3 .:Ha :, ,. �. _ k Pa F�n�.m_.K WITH SHRUBS WHENEVER POSSIBLE.
W E
E
_........,a ki.:1v:;....:...--..,...,-
I 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, C.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY
_. 3/ 3/418 I N CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND
t " 4" 4 I.LEQUIPMENT,AND ARCHITECTURAL FEATURES.
1PP W- CONTRACTOR SHALL VERIFY ALL CONDITIONS ANDDIMENSIONS SHOWN O PIANS AT E SITE PRIG TO
� ---- -- 1112° ------- w« -- �-
_____ __
----- ®-_ ammmmmmommomsompo� nommem 11/4" COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO
-� �- -" __-___-_-_ _ 2 THE CITY.
Se >� I.INE o�stCMT _ I 6. THE CONTRACTORS LL FAMILIARIZE HIMSELF/HERSELF WITH
LINE OF SIGHT �, .� -- "MAIN LINE SLEEVE
ALL UNDERGROUND UTILITIES,PIPES AND
�-- -� STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR E REPAIR/REPLACEMENT,AT NO ST TO THE
17- -" 2"WIRE SLEEVE '°WIRE SLEEVE
CITY, R ANY DAMAGE OF SAID UNDERGROUND FACILITIES,
Gritaa)RCHI I STREET '► CD 7. CONTRACTOR II L VEPAY(}N AUKS SPRINKLER E AN L ICOVERAGE
10 a 11+ 12+00 4 AIN LINE SLEEVEWALLS, TC. I LL INCLUDE T SELECTION
13+00 14+0a 1 +oo I IID INSTALLATION F APE COMPENSATING L C ( C )I ALL SPRINKLER�. + I
I 8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREETLIGHTS,TREES,ETC,)INTERFERE WITH THE
t
-` -- `CM s� - --,, 4" Ai LINE SLEEVE ° CONTRACTOR SHALL SPRAY PATTERN OF HE SPRINKLE THE SPRINKLER PREVENT PROPER COVERAGE,THE IRRIGATION
- a r w- -- -- ,ML _ EM BY INSTALLING A QUARTER CIRCLE OR
LINE.C7 C £� C
L
µ -" -- �� a ..�:XS'a°la::9»'1..: 'x,....15.�:5"g.`vr.✓....,.'3.1.::�:.T:„"Z"�';'t'-£,».,.:..:.Y P_X..x5....1«_..«:.'.w.:..:-;......^YS.m.S....:ed.:..:a:Y,:m',.'Yn»i..^w'CX.:.y:34'ry._..c ,.3:• 'E> .. ro•rr.,..,F.,...x»w .-+-a. ... ..
au'
CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SQ AS TO PROVIDE PROPER COVERAGE ALL
ADJUSTMENTS SHALL BE DE AT to ADDITIONAL ST TO THE CITY.
. 2°'WI SLEEVE I
x -~ INSTALL FOUR(4}SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST
ARTHET
- �" REMOTE CONTROL VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE
AT THE ENCLOSURE. INSTALL TERMINAL STRIPS I ENCLOSURE FOR IRRIGATION WIRING.
- " 10. IRRIGATION SYSTEM IS BASED UP A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF
I WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE
3/
HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLERS LL OPERATE AT A TIME.
I All
314° 3/ 11/3/4° 3/4° l4° 314° 3/4'° 11/2" '� Jl4° !
11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE S SHO AT EACH INT OF
- CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION
,"^'_T2 T.Y C! i'.:; .2 T:® P'i1 E..TM-.^^:.?.=e Ymt cw B^°P°"'P:'�'tt^.S eCTI T^S' W^Y>>^°a.�
CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE T THE SITE PRIOR TO THE START OF
INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THEATTENTION F E CITY.
LIMIT OF WORK
12. AUTOMATIC CONTROLLER TO BE A CAL 0e-12-U /T -1, -110 L e INSTALLED
I WITHIN A G -1 AND A SEPARATEM E ENCLOSURE MPE-A16-10K.ANTENNAPORT
g 4 INSTALLATION TO BE PROVIDED BY THE CITY. E CONTR0 ACTOR SHALL PROVIDE A TRANSIENT PROTECTION
BOARD WITHIN ENCLOSURE.SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S
ACCEPTANCE.ACTUAL
' ENT
s L ATl OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
CO ROLLER A VALVIEmn S 13, RES CONTRACTOR N
RESPONSIBLE FOR THE LPOW HOL SUPPLY O
K-UP K-UP FORT ECONDUIT EIRRIGATIONCON ROLLEEDED FOR THE R ELECTRICAL CONDUCTORS
11/2"STRAINERAND METER TO E PROVIDEDY SCE:,COORDINATED AND PAID FOR Y E DEVELOPER.
_
EXISTING TILT 14. ALL SPRINKLER HEADS S LL BE SET PERPENDICULAR TO FINISH GRADE F THE A TO E IRRIGATED
®4 '� �� T I C W 1112"WATER UNLESS OTHERWISE DESIGNATED ON THE PLANS.
244 sq. . METER WITH
LI SIZE GATE VALVE
SEE POINT TI SERVICE PER D 11/2"REDUCED PRESSURE 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER
'A'
ENLARGEMENT STD.2 AND 2A BACKFLOW DEVICE D IS 1/4"ABOVE FINISHED GRADE.
t -I'tON 12 A-�2 HOT TAP PER QUICK COUPLER
rr rr rr C DTD 11A 1"FLOW METE
289 sq. ® - 1 1 41 11/2"MASTS VALVE
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM0 W M S - :
OF A NEW 11/2"LANDSCAPE WATER METER.EXTEND NEW TYPE"K"COPPER " LINE SIZE GATE VALVE CONTRACTOR TO ADJUST C PRS MODULEAT REMOTE CONTROL VALVES S NECESSARY TO ALLOW SUFFICIENT AMOUNT
�_A-3 12 rA 7N 26 PIPE(OR AS PER LOCAL CODE)AND INSTALL 11/2"STRAINER, GATE �� OF PRESSURE TO OPERATE EACH VALVE.
VALVE,11/2`°BACKFLOW PEVNTE ,1"FLOW METER,11/2"MASTER VALVE { 'w
®® R� sq. AND EXTEND MAINLINE TO VALVES AS SHOWN. , A E VALVES INS W DING TO
EXISTING O OVVIESSumE LOSS CA" C"LA1 T I"'N
EXISTING STATIC PRESSURE: 2-69 P.S.I. "}�, � f'FF- c " WATER LINE ELECTRICAL METER ENCLOSURE
SYSTEM DESIGN PRESSURE: 4 P.S.I. VERIFY LOCATION
at r t r: rr
I18 /OA 24 MAXIMUM G.P.M.DEMAND: 26 G.P. i 11/
12 STATION CONT. 0LL Elevation: '
� VERT LOCATIO
0 !9 ! rf
e s StaticPressure-. 111* I
Low
LIMIT OF WORKi
s
Source Information:
LIMIT OF WORK
...,.:..• :3 ea s.... , wx ,:.,..<.::..-; sup ,.;s.::...:,a - py
° .,..,..._.;..;-. e_ ...0 a;.,u:..orw.: x,.� wsm '.�::.;...s.;z--. >� ..,c .�.»:...arw.F �;s «x se�..:.:.aw Y a. r:a�:„.:.mss a.., a.0 .�,.�...,,....... �,c s.t...4,.....- r. ., a- ;� ., t Information:II - 1
314
An 'm4" l4 W W3/4'° M 3/4AL AL ° 1 /4° ° " °
6. _ _ /4 3/4 3/ /4° /4" 3/4°
Remote Control Valve: -
" __
Maximum Demand: 26 -G.P.M.
N mai -. r v2°° 1„ Elevationi t 1 '
2" 1,09 2®
I- -- 2°
I I .1. Lossew
- _
4" AIN LINE SLEEVE N sI r ' - rr
'I:
r -" 11f2 tr r1.11f 'r Strainer
r%j-- 2"WIRE SLEEVE 20'CLEAR - -- -�
ri MIN.
Urlm ORL; 0 1 1/ IDevice
�- 17+00 ' ® 18+aa -� I 1 rr 1Meter
-4 I
11/ rr St r V Iv .7
-, 0.60
I r r 4"MAIN LINE SLEEVE �°- �' -- °•- � �"° I rr
r
10 2
Gate Valve(s)
„ I 2"WIRE SLEEVE r 3" Ai Lf E SLEEVE ._ I 7r ►r i Line . 7
2 IRE SLEEVE �. ,
�� r r
n
r --
,,,,> -�, ,.wsz<.....n ». ,n.�..h..�.„.a^�°�.'�^M,r.,..,�k�,._.:...pec. ...,�,:.sw-,;::�»,,..,�.n.....xa�.x.....,�...; u�.�:,',��as:.�...�..;�...._-.:�zs.,�».:..�_^.:............:r, � :.:,
Z mola, nammmmo gENj
4" I LI SLEEVE r INE CF sIGh3T �. -- °- I "WIRE SLEEVE r rr C I Lin
Lateral Line
'r Lateral Line
-- __ _____ 31
�t ,� 2° 11/2'� Lateral Line
_
2° mumn
Fittings (10%) 1
1 -- ----------------------
A
- -- --
° ----- ------ �____ Elevation (-I'--
r4 I t I t
4 3/ 114° " ,
I ._ -- -� 7j3MF�
314° 4 Pressure t Operate
� s
,, r •. i."ii M Ca+Y:Y-®^+,*.w. .t°.'7 T^d 8':F .'^W R^.x*..2.,'.Yr 8"'9 PO... rw^ip.^P.""°.n..'=3 S."6 B:.:. 1?S Frl C9
Total Pressure it
unal : ~~ C pressure regulator:
Static Pressure Available: Nk,
LIMIT OF WORK
I ria Residual rPressure:
R
City riResidual Water Pressure: 1 -
P,� ye
I IDESIGNED
dip � SCALE:FUTURE USE OF RECLAIMED WATER SYSTEM SUMMARY ro� s
LL F� N
EQUIPMENT II I RIGHT ft0 O
11.1 M 11/2"LANDSCAPEWATER METER PER CUCAONA VALLEY S / f 1
WATER DISTRICT
1. Law gallonage irrigation system.(20) 20 L-4/11.1
Y MANUFACTURER MODELNUMBER DESCRIPTIO RADIUS G.P.M. P.S.I. WATTS 403 RT-RW LINE SIZE GATE VALVE,SEE DETAIL A,SHEET L-5
p 2. Automatic controller.(20) 20 L-4/IL2
AI f 1812- PCAP-SA -PRS-8Q POP-U - P Y HEA Q' 25 3 S WILKENS E-S-YS-150 11/2"ST I ,SEE DETAIL K,SHEET L-
3 Designedto watergiants 10 L-6/11.3 CITY'watering needs.(1 }
RAINBIRD 1 12- PCAP-SA -PRS-BH POP-UP-SPRAY HEA 8' .50 30 FECO 825-Y 1 i/2"REDUCED PRESSURE BACKFLOW D -
DESCRIPTION OF REVISION DATE "PROVED
VICE INSTALLED IN A COAST GUARD 4, Soil moisture sensors.(IO)
RAINBIRD 1812- PCAP-SA -PRS-8VA POP-UP-SPRAY HEAD 81 1.20 30 SHACK ENCLOSURE,MODEL#CGS-2,SEE DETAIL B,SHEET L-
"Ir 7 &"U,&-%d A MO"ftrj" A
CA ENSE FM-1 1"FLOW METER,SEE DETAIL C,SHE L-5
5. Rain sensors,( ) 5 L-4/11.4
CIT Y OF RANIO'NHO
TES:
UA MxA
6. Ind sensors.(5}
1. CONTRACTOR T INSTALL PCS SG WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100%COVERAGE SUPERIOR 3100-RW SERIES 1 1/2"NORMALLY OPEN ASTER VALVE,SEE DETAIL C,SHEET L- -
T REDUCE OVERTHROWTO WALLS,WALKS AND STRUCTURES. 7. Sensitive to slope factors.(5) 5 L-4/11.5
XER . 11.21'' A CALSENSE T2000e-12-L /R 1 TPI-TP110 12-STATION ELECTRIC TROLLER,INSTALL WITHIN STRONGBOX SS-1 6SS.f TALL . Reclaimed or op f star. 5C.-IH W T RCHS'"'"TREET PARKWAY
AND LR/Re DOE CONTROLLER AND METER ENCLOSURES SIDE BYSID USING SSE-NPS-BASE y ( ) -
X F. 11.5 SEE DETAIL H,SHEET L-5
E STRONGBOX MPS-16A-10K METER ENCLOSURE,SEED AIL G,SHEET L-5 Total Points Claimed:
(Minimum Points Required: 60)
underground Service AlertRAIBIRD FB-CP-N -HA -PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN,SEE DETAIL D,SHE L-5
SEE PRS-D NOTE BELOW IMGATION PLAN
NELSON 7645 /4"QUICK COUPLER VALVE WITH PURPLE LOCKING COVER A ACME THREADS,
Call: TOLL FREE
PROVIDE(1)KEY#7641 AND(1)HOSE SWIVEL,SEE DETAIL F,SHEET L-5 SPACE 150'O.C.MAX. C "
Krum fe EERCITY ENGIN
APPROVED SCHVALVE SIZING KEY .40 PVC AINLINE,SIZ `AS SHOWN,MIN.COVER 18°'-PURPLERECLAIMED WATERr'%LAN %S REFERENCES RCE No. 53672
PIPE,MARKED O NOT DRINK ° It '-� ICN P PR ED BY:1 -800 CQ NDED
APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN, I .COVER 12"-PURPLE RECLAIMED WATER T' r ANCHO CUCAMONGA,
t� ` 11 1 o clVtc CENTER®RIVE
PIPE,MARKED DO NOT DRINK' - RANCHO CUc ONGA,CA 91730 Em ommounmommum
41033
422-se 'd 'A LL L ®- FOR I I I I , °; WN and s
V I APPROVED SCH. PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO B INSERTED,UNLESS OTHERWISE ! SHEET L-2. NOTED CP _ at® FAC IDESIGN
PLAN,TWO SEE SHEET L-6 Date LADS SITE PLANNING SCAPE ARCH TUBE OF• TA CHECK-ED 10221-ATRADEMARK STREET
WORKING 1 APPROVED SCH.40 PVC WIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED FOR IRRIGATION
SPECIFICATIONS, -7 OF ® RANCHO cucaneanlGa,ca 91730 DRAWING NO.
C/JL (909) 2840 FAX: (909) 2802
DATE 05/03/07 RLA No. 2834 Job No. 0550
asma
PROJECT Sheet No. of
ENCLOSURE MODEL BACKFLOW PREVENTER 0 TO SPRINKLER-ANGLE PIPE TO
PER ASSEMBLY SPECIFIED DEPT NTH 45 81S AP-nTE"WATERPROOF RAINBIRD 1812-NPCAP
IRRIGATION LEGEND CONNECTORS OR EQUAL SAM PRS (PURPLE CA 6" - 12" DIAMETER CL AR
SHALL NIPPLE - TYPICAL SCH 40 PVC MALE ADAPTOR SET TO 1/4" ABOVE FINI
Z CARSON MODEL 1220-12 BE STAINLESS STEEL (4) PLACES WHITE SCH 80 PVC UNION ELECTRIC CONTROL VALVE WIT GRADE OF SOIL. MULCH PER CITY
U) 14"x 21"VIOLET I LAVENDER COAST GUARD I-®---- ___ ®®® BLUE
w WITH LID MODEL 1220-4 AND PIPE SUPPORT PER RESSURE REGULATOR STANDARD, TAPE
_ "' PVC NIPPLE RaINBIRD: EPB-CP-NP-HAN-PRS-D FINISH SOIL GR AWAY FROM HEA
K Co STAINLESS STEEL BOLT. B L �+- -"® -1 I CVWD
W Z COVER ETCHED"IRRIGATION GATE" EEPLI$12E�DENT STD. DWG. 305. _
t CARSON MODEL 1220 12 14"x21"
I
BACKFLOW I I
CARSON OR EQUAL ED
( ) NIPPLE
R
a VIOLET LAVENDER NTH UD MODEL
DIMENSION I g
� � » » BLACK In 122Q-4 WITH STAINLESS STEEL BOLT
= 1 6 THICK X 12 WIDE I-- z
`� co FINISH GRADE E Z (OR APPROVED EQUAL)
I I CONCRETE PAD LENGTH IRRIGATION CONTROLLER WATERPROOF ALL WIRE ; AND ETCHED NAT CONTROLLER
- - -
(/ GOtJNEcnoN5 a 9 AND VALVE SEQUENCE
I �'-®®-® I VARIES PER SIZE
I MANUFACTURER SLOPE TO III-I I®III®III I I--_-III--I P
IPE Z PIG TAIL EXPANSION �. 6 MIN. NISH GRADE _ -I
1 PER SUPPORT - I DRAIN AT MINIMUM 2% CARSON MODEL t22a-12 t4"x 21" LOOP(MIN.24"LONG) M I 1-1 I I-1 I_I®III---III III®III_
USE WATTS B-6400-SS �, STP, DWG. VIOLET/LAVENDER WIT UD MODEL (I
12 FINISH GRADE 1220-4 AND STAINLESS STEEL BOLT
BALL VALVE FOR 1/2"-1 1Y2" 305. I(®III III®I I
UNION PLACE AT GRADE IN TURF AREAS
RESILIENT WEDGE-2"OR LARGER WITH !:! +':4►:! a'a •_s +;! PVC SLEEVE AND 3"ABOVE IN PLANT BED. SIDEWALK M III I I--I I I
;:p ;;.p:. : ,..•A ::. .; REQUIRED FORa-
2"OPERATING NUT Y®•,•:• 1 i, s _
WATTS 403 RT-RW(2•-6"} ®a ! '"f► "' >< k
I I ( _ I(® PIPE THROUGH PIG TAIL EXPANSION x IG TAIL EXPANSION
Z RECYCLED WATER GATE VALVE - I I 1 I 1 CONCRETE PAD LOOP(MIN.2e LONG) g LOOP(MIN.24"LONG) Z
WARNING TAG EPDXY COATED VALVE I 1 1 I-I '-I
Z NIPPLE - TYPICAL RECYCLED WATER
SEE NOTES FROM WATER SCOTCH LOK EPDXY FILLED " ARNING TAG 04
II (2) PLACES 3 CONNECTORS FOR ALL FLOW
�I SCH 40 PVC MALE SENSOR WIRE CONNECTIONS. '`,t ( 5ON ( NOTES) `- SCH 80 PVC NI
III ( I I l® 90% CO I INSTALL SCOTCH LaKs BRASS ANGLE VALVE W/ (MINIMUM 2 LONG)
_ _ ADAPTOR NION USE CHAMPION
l I 3" 3.. III(I REQUIRE I I IMMEDIATELY AFTER BLUE Z FLOW ( ANGLE VALVE WITH UNION
- _ MODEL 300(1--2-) "
INSTALLING FLOW METER. F 14 5
WIRES w 3 WASHED SCH 80 NIPPLE -
To METE I®II I I I- - -
L III® ° LINE TO SYSTEMS RED a +ta ,®,� " q`® '-.0 CV Via`°' CRUSHED AGGREGATE T X T"90 VC ELL
RIGID PIPE AND RELATED FITTINGS S L R BLACK MASTER CONTROL VALVE CL F 1a 'a` �' aYa SCH 60 PVC NIPPLE MARLEX 90 STREET ELL
:a �� } ,g• o CUCAMONGA VALLEY WATER DISTRICT STA fI d SUPERIOR MODEL » as o•aa �'
•a4 Q,o-Q (4) PLACES --'"� 3100-RW(9 To 3) SCH 80 PVC UNION
� CONTRACTOR SHALL VERIFY WITH CVWD P I �®® ®"" ®�
CONSTRUCTION.
"" MAINLINE DIA. 3/4"WASHED CRUSHED CONTROL de COMMON WIRES
®a a� »�bo «�•, o FLOW METE SAME AS
FLOW PLACmATTO A® T of
NOTES: s"IN FLOW METER AND BE
MARLEX 90 ELL
•o-o `�°OP��• N ------- --- NON-PRESSURE
N Mas VALVE Box. LATERAL FITTING
( - I 1. INSTALL PER LOCAL CODES. MAINLINE DIC,
2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY SAME METE SI ow MINIMUM DISTANCE DOWNSTREAM of NON-PRESSURE LATERAL LINE
STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE(5X DIAMETER
3/4"WASHED CRUSHED :2 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) OF FLOW METER SIZE) BRASS NIPPLE
NOTES: AGGREGATE BASE MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. MINIMUM DISTANCE UPSTREAM OF SCH 80 PVC SXSXT TEE PR RE SUPPLY LINE
NOTES. NOTE:
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PIPE(10X 1.INSTALL,CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING. Q, » »
0 2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. o DIAMETER OF FLOW METER SIZE) 0 1. LOCATE MEAD 2 TO 6 FROM WALKS, CURBS, HARDSCAPING
N 3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. d 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2.INSTALL VALVES IN PLANT BEDS WHERE POSSIBLE NEXT TO SIDEWALKS. Q MOW STRIPS AND EDGES OF LAWN. '
4.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. cel 6. DIALE11C FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. `C"IV NO & 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. N 2. USE TEFLON TAPE ON ALL MALE THREADS.
5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 1. MAXIMIZE DISTANCE FLOW METER AND MASTER VALVE 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
p VALVE NUMBER INSIDE VALVE BOX. LO (0 4.
2. IN MULTIPLE FLOW METER/M.V.INSTALLATIONS MAXIMIZE THE DISTANCE CD
" 4 5.ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
0 6.ALL VALVES MUST HAVE RECYCLED WARNING TAG(PURPLE)CHRISTY'S PURPLE o 8. INSTALL PIPE SUPPORTS ON BhCKFLOW LARGER THAN 2 o FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. 0 4. HEAD CONNECTION AT BOTTOM INLET ONLY.
N N r VALVE NUMBER TO WIRE INSIDE VALVE BOX o
MODEL NO.ID-MAX-P2-RC009.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. c6 "I 3. M VALVE AND FLOW M MUST HAVE RECYCLED WATER TAGS 6.ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS(CHRISTYS PURPLE MODEL NO.ID-MAX-P2-RC009) cS
(CHRISTYS PURPLE MODEL NO. ID-MAX-P2-RCOO9) ATTACHED TO VALVES.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTER.
a CITY OF RANCHO
�aCUCAMONGA, CALIFORNIA a CITY O O CUCAMONGA, CALIFORNIA aC1.1 I OF RANCHO CUGAOGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY F CUCAMONGA, GALL I
`r PPROVEDBY: ISOLATION VALVE STANDARD PLAN r APPROVED BY: t6 APPROVEDBY: APPROVED BY: N
REDUCED PRESSURE BACKFLOW STANDARD PLAN FLOW MET ISTALLI STANDAR®PLAN REMOTE CONTROL VALVE WITH STANDARD PLAN c6 APPROVED BY: STANDARD PLAN
_ _ _ _ 516 _ SHUT-OFF VALVE UNION 520 LU -U HHEAD539
W _ - 3"or smaller 518 W EVENTER-TYPE A W
517-A � W
w ITY ENGINEER DAT SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > � --
SHEET 1 OF 1 W CITY ENGINEER DATE �yj CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION >
R.C.E. 53672 R.C.E. 4j3672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 ac R.D.E. 53672 SHEET 1 OF i R.C.E. SHEET 1 OF 1 W CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
XI R.C.E. 53672 SHEET T OF 1
L I ON E %*0 05% 1 Z E B"A L L "'Lv#"A L V1 E L J t F L("J"W P R E V"E I N'T ER FLOW METEPM" 11"I"T LLATI"N' REMOTE C"ON'TR"L VAL'k NE FUFj MUMF 6HRUB' HEAPD6'
SCALE: N.T.S. SCALE: N.T.S. SCALE- N.T.S. SCALE: N.T.S.
GALN.T.S.
18" METERED ENCLOSURE HARDSCAPING(SEE NOTE 4)
STRONG Bax MODEL No.
FRONT VIEW MPS-SERIES TOP ENTRY ENCLOSURE
CARSON MODEL 910 10" ROUND STRONG Box MODEL No. " s
PURPLE BOX WITH UD ED STRUCTURE NOTE: LR/RR DOME ANTENNA SB-SS-SERIES a�C•• `•�� �,<•�, �<w <'•"<� •
PORT LOCATED OUTSIDE OF
,. M TO FACE STREET C SE CONTROLLER _
QCV" AND STAINLESS STE BOLT. HARDSCAPING 60x.INSTAt1ATI0N/LocATION ----MODEL Na.PER PLANS - _
FINISH GRA BY CITY REPRESENTATIVE. -- ( NOTES -
VERIFY DIRECTION PRIOR COAXIAL CABLE
I-III f I-I l I-I 11-
" NOTE: TTI MOUNTING ANTENNA
AT GRADE IN TURF ARES iv 6" MIN. ENCLOSURE TO BE GROUNDED PER C SE 7P110 C SE HARNESS I I
18 MAX LOCAL CODE. U-3 120 VOLT DUPLEX OUTLET(GFCI), C SE TP-1-40
3 IN NON-TURF AREA
NON-SNITCHED,TO BE PLACED BOARD REGARDLESS
-- - WITHIN IRRIGATION CONTROLLER OF TR SIZE.
__ __p•.1; ' FINISH ENCLOSURE 1®f I I I f=f 11=_I I IR
_ � . _ji _
- _ _ .:....°:..°� _ =1 I I _ CLEAN BACKFILL SEE
-
-� GRADE " NO OPEN ELECTRICAL WIRING Z I SPECS.FOR MATERIAL.
®I (-III III Ill-1 l I- SHALL BE IN CONTROLLER B. W •I I(-I III-)14- N I_I I I 907G FACTION REQUIRED
(� MIN. 3`X 3`X B"CONCRETE MOUNT AREA. " MON/CONTROL NARES (n
NELSON QCV WITH - ( I I- FOOTING INSTALL A MINIMUM FINISH MIN. •"•� -1 1 I I I®III^ =III I I®
LOCKING PURPLE
" ":,}• :•m• OF 3"ABOVE GRADE AND GRADE %® 6`TICK CON $
I - "`� i �::== SLOPE TOP TO DRAIN AT }. FOOTING INSTALL A MIN. sI A PROVIDE 6'MIN.OF SAND
MODEL 7645 3 4 , 1 - ; y?; >a:, :; ,... - " :;: °:; • OF 3'ABOVE GRADE AND
�+ �- - BEDDING AND SHADDING
�,,�,} `� -I III
AND 1 764 (:Y KT� I(- i I-III MINIMUM OF 2
O$ $ VEL. -�' ' :`; ;;rrT=`° BACKFILL- _
M =)I I I _hI I I®I I i I I=1 I =1 11=1 11=1 I h I I I I ::® �: _m: , EDP TO DRAIN AT R _I f I =1 I( ...,.... .,,...
°' - "I-III=1 I I I I I =)I I=1 11=)I 1 MINIMUM CLF _ - 90%C FOR MATERIAL. :
STAINLESS STE 11- II I I--I( III 11-)I I®III®I I 120 VOLT WARE IN RIGID STEEL I_I I( 90X COMPACTION REQUIRED M _
_ SCREW CLAMP =1 I I I -I I l--I 1 l ( -I I -I 1 l®I 1 I®I I(- CONDUIT(PER LOCAL CODE) I I®I I I I I(-) I I 3" 4a CONDUIT FOR z -III (1- -III .,'•.`'. . .,,`,,,, I I^I I
Z MINIMUM (3) PLACES TO IRRIGATION CONTROLLER I I I-I I 11 1 I -I 11-I I I®I 1 I- CommON/ TROL WIRES _
3/4" WASHEIEE I® ENCLOSURE
R 120 VOLT WIRE IN RIGID STEEL-// 90Q SWEEP ELL 6" CU I-I NON-PRESSURE LATERAL UNE -III-I I I-
00 C USHED >:°;: o:ri•: :4 4 , CONDUIT(PER LOCAL CODE} (TVP.} 120 VOLT HARE IN RIGID STEEL 90°S ELL 6" P -III I I- PURPLE SCH. 40:MAKE PIPE IN I-
III CONTROL WARE -
AGGREGATE BASE kop: b•� 'gi p;.yb: da:qod a Ta Po SIDE OF ENCLOSURE CONDUIT(PER LOCAL CODE) (TYp) CH . . .... -- SIZE PER INSTALL
::-q �:.. TOM ENCLOSURE
I I =I I 1=1 111= �A T To RE
... .�..
;:O:'pAli::' ®•.•. ::d01e®..v " NOTE -'-" s
_ 8'GROUND R Q =III _ 4 ISI P I :: -I I APPLY LNE
ALL CONTROLLER CABINET SHALL BE ALL CONNECTIONS SHALL BE WATER TIGHT M PRESSURE SUPPLY LINE.
_
SCH 40 BRASS NIPPLE - - -
PRE-ASSEMBLED,TESTED AND INSPECTED "OUTDOOR TYPE"CONNECTIONS -
-111= SIDE VIEW - PURPLE SCH.4O/CL.315 SNAKE _ _ PRESSURE SUPPLY UNE
III-III- IN THE FIELD BY C SE. III--1 III _I I_I---I = - _
SCH 40 BRASS NIPPL I=III=) ENCLOSURE MOUNT PIPE IN TRENCH I I I III-I I -" III I I III-I 1 I- -SIZE CE
24" LONG N0 1-1 I I I I_I 1 I-I I DIAMETER OF PRESSURE
-•�-- 1. INSTALL CONTROLLERPER MFG.PRINT INSTRUCTIONS AND LOCAL ES.LOCATION
TROL WIRES-BUNDLE 6" SUPPLY UNE
ELECTRIC METER PER SCE TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. I-)I I `14 I I-I I INSTALLTAPE AT 15'
NON-PRESSURE LATERAL
D.C.
AND
WIT
2. CONTROL RE SEQUENCE TO CORRESPOND TO E PLAN'S DESIGN SEQUENCE OF REMOTE
CONTROL VALVES -III-I - - �_ I I PRESSURE SUPPLY LINE LINE -SIZE TWICE
SCH 40 BRASS 901 LL 3. RUN FOUR EXTRA WIRES(COLOR: ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE I I --I I I I -'III®I I DIAMETEROF NON-PRESSURE
MAINLINE FOR FUTURE USE.PIGTAIL EACH GE WIRE AT THE ENCLOSURE. - I®III- I-III®
SCH 80 PVC 901 SCH 4O BRASS 901 0 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. ! " PROVIDE 6"MIN.OF SAND LATERAL UNE
El 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 1 1-I I 6 BEDDING AND SHADING N0 •
STREET ELL STREET ELL 6. LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO 1. ALL SLEEVES TO BE SCH 40 PVC.
LOCAL RADIO(LR).SYSTEM To BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOT ENDS.
PRESSURE SUPPLY 4 REBAR STAKE N SYSTEM PRIOR m ACCEPTANCE.
o LINE FITTING 24" LONG) o FINISH8'GROUND ROD CC 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS.
o 6 GRADE MIN. 8. CONTROLLER SHALL NOT BE coNTRoLLED BY GFI OUTLET,IT IS TO BE rh 'HOT•. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120
N PRESSURE SUPPLY LINE N 9. INSTALLOLLER WATER DECAL(CHRISTYS PART NO.ID-4100 4 3/8"x 3 1/2")ON CA N NOTE: (24"MIN.TO 36"MAX DEPT TO TOP OF PIPE BELOW STRUCTURAL SECTION).
• r:a ": .` 10. IF M AND CONTROLLER ARE TO BE INSTALLED IN CLOSE PROXIMITY USE -MPS-BASE 1.PIGTAIL AND L CONTROL WIRE AT 901 CHANGES IN DIRECTION. 5. MINIMIZE NUM OF GLUE JOINTS UNDER STREET.
T NOTE: 2"SCH 40 CONDUIT 1 - - ! ENCLOSURE TRU CALSENSE co 6.USE MAXIMUM GT OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE.
FOR LIGHT WNRING - �l 2 PRESSURE SUPPLY LINE. 2 9/2"AND t6'MIN.DEPT
co 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. N T 11. ALL CONTROLLERCABINET SHALL BE PRE-ASSEMBLED,TESTED AND INSPECTED IN THE FIELD 3"AND LARGER 24"MIN. DEPT 7.COPPED LINES MUST BE WITH CHRISTYS POLYETHYLENE PURPLE PIPE
I I I I I I W C CONTROLLERS
04 ENCASEMENT AND OR FOR RECYCLED WATER PART III EX-TA-ET-2-PRW.
12.IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE VIDE STRONGBOX ENCLOSURE
N MODEL it -
CITY OFRANCHO CUCAMONGA, CALIFORNIA a CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF SSE-D-R RANCHO CUCAMONGA, CALIFORNIA Q CITY OF RANCH CUCAMONGA, CALIFO fA CITY O RANCHO CUCAMONGACALIFORNIA
I'- APPROVED BY: STANDARD PLAN C4 N 9
QUICK COUPLING VALVE APPROVED BY: METER ENCLOSURE STANDARD PLAN APPROVED BY: CONTROLLER ASSEMBLY STANDARD PLAN APPROVED BY: TYPICAL TRENCHING STANDARD PLAN APPROVED BY:
STANDARD PLAN
W 536 e _ 522 INSTALLATION -TYPE A 524 �_ 532 TYPICAL SLEEVING
W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W '�� 533
�' R.o_E. 53672 SHEET 1 OF 1 ,S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ^� CITY ENGINEER --'
R.C.E. 53672 SHEET 1 OF 1 SHEET 1 OF 1 W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER
R�C•E• Cr R.C.E. 53672 SHEET 1 OF 1 R.C.E. 53672 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET1 OF 1
QUID\ UUUPLER VALVE METER EN(';U.A5'UR"%E TRENUi HiNqU Do" ETAIL ti L E EV"I 1"J " ET/-%I L
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE' N.T.S.
SCH 60 PVC UNION BF Water Meter: Size -11 2"
W SCH sa PVC UNION Q Elevation: 1260' ALL IRRIGATION EQUIPMENT
CARSON MODEL 1220-12 14" X 21 : 8 CARSON MODEL 1220-12 14"x2 Static Pressure: High 69 psi 65 psi INSTALLATION PRACTICES
�- PURPLE WITH LID MODEL 1220-4 5
VIOLET/LAVENDER WITH LID �^ Lo�(
W S COVERTETCHEDS"S STEEL
T' ? z 1220-4 WITH STAINLESS S BOLT. Source Of Information: CVWD-TED MUNSON ,
< Q- CARSON OR EQUAL o COVER ETCHED"PRESSUR EGULATT)R"
ADHERE TO CVWD AND THE CITYS
Aj z Z (CARSON oR EQUAL) Phone Number: 909-987-2591
Date Of Information:
a NISH GRADE GRADE
<;�
FlNI 04/18/09 T RECLAIMED
M: WATER METER, CVWD D TANDARD DRAWINGS AND
S: STRAINER, SM. DWG. NO.NDA517R C Remote Control Valve: A-7
Maximum Demand: 26 G.P.M.
- GV: ' GATE VALVE, STD. DWG. NO. 518 Elevation of Highest Head: 1260'
z I REC WATER I
BF: BACKFLOW, STD. DWG. NOS.
517-A do 517-B
CD
Z NO s) QC: QUICK COUPLER, STD. DWG. NO.
STRAINER ( _ PRESSURE REGULATOR 536
WILKENS MV.- FLOW METER,ARLVE,TDSM.DWG. NO 6 t . Size Item P.S.I. Loss
WYE S-YS-15a
- 1" - 6") 516
PIPE 11 2" Water Meter 1.40
09ENDED " PIPE To BA Ow
OTE a 3' 3" BACKFLOW PIPE FROM - 3 3 PR 11 2" Strainer .20
PREVENTOR METER
Ar
FLOW FLO NOTES: 11 2 R.P. Backflow Device 12.00
3 1. QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON 1 Flow Meter .60 CITY
BACKFLOW. 11 "2� Master Valve 0.75 DESCRIPTION OF REVISION DATE APPROVED
2. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND RECYCLED 2 211
Gate Valve (s) .20
? a® WATER LINES
•c', _ MUST BE 10 FEET AND THE VERTICAL DISTANCE MUST BE 1 FEET. 580' 2 Main Line 3.97
Q'ao Ota ° 3. IF A RECYCLED WATER LINE MUST CROSS OVER A DOMESTIC LINE, THE 11 `� R.C.V. Assembly 1.80
RECYCLED WATER LINE 76' 4 Lateral Line 0.56
g •ao Aga - MUST BE SLEEVED TO EXTEND 5 FEET ON BOTH SIDES OF THE PIPE. 11 2
3/4"wasHED CRUSHED cj Lateral Line 0.53
* 4. IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAINER NEEDS
�'P '�°.°''i' a•o -USE WILKINS MODE HR(1-3"} AGGREGATE BASE TO PASS UNDER Lateral Line 0.05111 Jru
�`•vr�'ti °' A SIDEWALK, TYPE K COPPER MUST BE USED AND EXTEND AT LEAST 1 FOOT ]IV JU
I U"H_wU"r"ff"``H S"REEr"'ARKWAY
PAST THE SIDEWALK Lateral Line 0,05
BEFORE CHANGING TO PVC. TYPE K COPPER MUST BE CO ED WITH
1 NOTES' Fittings Loss (10%)
2.21
T3/ WASHED 1. INSTA CONTROL VALVES A MIN,OF 12"FROM STRUCTURES OR H DSCAPING. CHRISTYS PURPLE
CRUSHED 1 2.INS VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT To SI S. POLYETHYLENE WRAP. Elevation Change (-f-NOTES: AGGREGATE BASE 3. P UL VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPI 5. IF THE MAINLINE TURNS 9a DEGREES FROM THE WATER METER, CUCAMONGA
Total System Losses:
4. A ELATE PRIOR TO INSTAUATION of VALVE BOX.C14VALLEY Pressure to Operate Head: 24.32
1. ENSURE A MINUMUM OF 6" CLEARANCE FROM BOTTOM OF ATTACH PLASTIC IDENTIFICATION TAG NAT APPROPRIATE CONTROLLERAN WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 90 DEGREE
VALVE NUMBER INSIDE VALVE BOX.
STRAINER TO THE CRUSHED I CWS 63.00
AGGREGATE. 6.ATTACH RECYCLED WARNING TAG(CHRISTYS PURPLE MODEL NO.ID-MAX- P RCa09) TO AVOID HIGH WATER PRESSURE DAMAGE TO PVC FITTINGS. Total Pressure Required: 54.32
2. STRAINER CAN BE PAINTED PURPLE WITH RUSTOLEUM #1961 AS ONLY WHEN RECYCLEDWATER IS AVAILABLE AND CONNECTe. q
PER CUCAMONGA VALLEY Static Pressure Available: 69.00APPROVED "
I Pre-Set Regulated Pressure • w.._. __. -
Cf OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO �g /�CUCAMONGA, C^ALf I Residual Water Pressure: 14.68 3672
APPROVED BY: STANDARD PLAN PROVED BY: APPROVED BY: POINT OF CONNECTION(P.O.G) STANDARD PLAN DESIGN STRAINER PRESSURE REGULATOR VALVE STANDARD FOR NEW LANDSCAPE SITES N PREPARED BY: CO ENDED
_ 517-C _ 519 _ 526 City Requried Residual Water Pressure: 15�20
CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE MA
R.C.E. 53672 SHEET 1 OF 1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONCITY OF RANCHO CUCAMONGA
R.C.E, 53672 SHEET[OFT L SHEET 9 OF 9
10500 CIVIC CENTER DRIVE
4"S T R I 1`N'Er_','% rmEtiouKE R6'EG'%ULAT00NR0% DRAWN RANCHO CUCAMONGA, CA 91730 SHEIT
eN I B 9 Ik ff I "AL U L T100"" N
. AMPA -
OF
SCALE: N.T.S. SCALE: N.T.S. CAL : N.T.S. SCALE: N.T.S. CHECKED DRAWING NO.
-2 2258-L
PROJECT Sheet No. of
PLANTING NOTES:
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS THAT PREVENT
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
I RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
I I I I I': I l l W
i( I I E � I I SPECIFICATIONS.
l I ; l i \ 1 I I I I
9 i ( 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT
k \\ T-1 I \ I ! I A
n 1 REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
v 1 �� I I � I � I T-1
00
3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
ETC.,AND SHALL TAKE SOLE LIMIT `„'FWORK ! ! I k
('� V' DAMAGE a SAID UNDERGROUND FACILITIES.
TIES.FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY
LIMIT OF WORK
- -------_--. _ ^-- - ---- - ---
—^------_._ , �` 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION
___________________ _____ ______—_______—___
l . ____ _____ PLANTING
1 OF THE
---- ----- -
— SPRINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED,FINAL GRADES HAVE BEEN ESTABLISHED,THE
AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY.
• a • a
o a o o a
a a a a o a o 0
00
ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERI
__ AL SHALL BE B
OVAL BY A REP
RE E
S NTATIVE
_
. ..
OF THE CITY PRIOR TO EXCAVATION.
6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
BEYOND THE LIMIT OF WORK THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-
CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS,UNLESS
OTHERWISE APPROVED BY THE CITY.
- _--._,.___ 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES FOR PLANT
��2 ' MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
_. _. _._._. 21 28 3 rS4 16 S-1 GC-1 GC-1 S-1 S_2 S-4
SCAPE AREAS ARE
14 37 20 21 26 8 14 $ ADJACENT RTO PRIVATE OLANDSCAPE AREAS A CONCRETE HEADER S REQUIRED,PURSUANT VER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC TO CITY STANDARDS
1® OQ 11+00 12+00 13+00 14+®0 AND DETAILS HEREON.
_.._.�.._....__ .rce
9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
_.""~ _~ . 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND
UKU1 IQUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS).ROTOTILL THE REQUIRED
SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1 000 SQ.FT. APPLIES T L
_........ ........_ . ., _._..._ ..._.,_ w, O ALL SHUB BEDS.
___..._ _ .__...___,__ _ __. _.. ____._. ___ :,__ _._ _.- _ _ _. _______ _ 4 CY.NITROGEN STABILIZED SAWDUST
f _ - _,_ ..
�{,���f- __...._..___�-.�1 ~_ GC_1 _ 120 LBS GYPSUM
J T-1 � ,
_._.__... ,._„_._.. ~ 125 LBS GRO-POWER PLUS
26
11. LANDSCAPE AREAS SHALL RECEIVE 4”LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND
INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING
00
OPERATIONS SHALL ACCOMMODATE THE MULCH. THE CITY WILL PROVIDE 4"SHREDDED WOOD CHIP MULCH THROUGH
_...___ OUR SUPPLIER"BURRTEC"THE MATERIA
_ --~-- L WILL BE PROVIDED AT NO COST HOWEVER THE CONTRACTOR IS RESPONSIBLE
-.,- •~" � _.____..-_� _m �.._ �— � ..,...___._.__....___.... __.. ...__. ._..._..__ __.__. _._...M,__ _.LL.___ __ _..._.,_- --.-.._ _.,,.._. __.._._ ._.__ ...___.._.._ _.._ .. .__.____�.._____. .._.._ FOR DELIVERY COST.CONTACT MICHAEL HEFT'MAN AT BURR-TECH(909}471-9173.EMAIL-mheftman@burrtec.com.
O Q
UL
�.
_..,... .- 1. • a a • a • a a a a a a • • • • a a • • • • a • a • -
`° � o aV a o 0 0 0 o a o a o a • o o a _.._ ADDITIONAL NOTES:
- —_---__—__--_------ _
NO ROCKS LARGER THAN 3"WILL BE ALLOWED IN THE BACKFILL FOR ALL PLANT MATERIAL.
0
\ ......_.._____ ___ ___ ___ __ ___ ___ ______ __ ____-- _-- _—____ _ __—_-- -- -- —__----_—___ ____..--------------_____ -- _-- -- __-- _ ____ _ ____
1 — _ _ —_ — — -- — -- _ -------
-
I r/ �,.- LIMITL E E IN'D"
�® !! SYMBOL
I I `V � �� S_4 S-1 S-3 S-2 S-1 S-4
CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS QTY THIS SHEET
21 49 20 29 58 GC-1 GC-1 S-1 S-2 S-3 rS-2 S-1 21 TREES
I l I r
II II I 24 24 40 12 18 12 35
MAGNOLIA 24"Box 20'o.c.min. Standard 43
� II
1 i I i a T-1 ST,MARY GRANDIFLORA
i I I I + REMOVE EXISTING TREE 20
iI Il 1 I.
li ; j j j SHRUBS
I I I I 1 I O S-1 Achillea m.'Paprika' Common Yarrow 5 gallon 18"o.c.
510
I I I (D S-2 Rhaphiolepis I.'Ballerina' Indian Hawthorn 5 gallon T o.c.
167
it II I 1
I I I I I S-3 Dietes vegata Fortnight Lily 5 gallon 5'o.c. 65
II II 1
E) S-4 Hemerocallis'Stella d'Oro' Daylily 5 gallon 2'o.c. 137
1
I I
GROUNDCOVERS
GC-1 Trachelospermum jasminoides Star Jasmine 5 gallon 2'o.c. 274
0 LU
PLANT SPACING NOTE:
Vj SHRUB LAYOUT AS SHOWN ON PLAN INDICATES 'SHRUB MASSES.*
QUANTITIES ARE AS SHOWN ON PLAN, ON—CENTER SPACING AS SHOWN
ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING
I I 6 4 p 1 I I ` \ AND ADD ADD111ONAL PLANT MATERIAL, AT NO ADDITIONAL COST TO
THE CITY, AS REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING
I / SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING
WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR
DETAIL. LANDSCAPE ARCHITECT AND CITY'S REPRESENTATIVE TO
APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.
T-1 T-1 /T—l\
2 6 I /T—l\ XERISCAPE ASSESSMENT SYSTEM SUMMARY
LIMIT OF WORK 2 2
� ,
LIMIT OF WORK
____-_____---" I I
I1. IRRIGATION(Point
POINTS CLAIMED
_ __________________
o o • o • • a o o a a e a o M • a o o • a • a a • • • a o a a o a a
-
._._-_.-_,.�_----_..•�------ _-- ___.�—.W.,,.. a aticController. 20
_..~ 3. Designed to water plants by 10 L-6/11.3
watering needs.(10)
4. Soil moisture sensors.(10) -
_.__
_..._ S—3
S_2 S®4 _ —
_ GC-1 S-1 S_2 S®1~._ __._.__. __.._.__ GC-1
8 19 7 S-1 5. Rain Sensor.(5) 5 L4-ILL-4
_ S-4 21 37 ____..� __ .... _ 35
25
Uj 14 25 25 14 GC-1 S-1 S-2 6. wind sensor.(5)
24 22 5
17+00 7. Sensitive to slope factors.(5) 5 L-4/11-5
15+00 16+00
18+00
__ ____ 19+00
8, Reclaimed or recycled water.(5)
Total Points Claimed: 60
~ (Minimum Points Required: 60)
C H U IrR C H S""'TREET..__-
(/��)
W
T_
td,� 2 9
– _
E7
0 0 0 0 0 0 0 -�
– ecDB
.._ _._ ---^---------- ." b.4° ,...,.. ,..a,__... . ,....,. , �`-------------- �
____ ____ ___ _____________________ _._.._.---
0 0 • o a o a o a o 0
— -- --- -- ------ ---
______ _ ____ __ _____ __ _____ ___ _____ ______
SCALE: 1 =20
t I IT LIMIT ,/ o' LIMIT
i � v r S-4 S-1
I 11 I 1 ► 18 S-2 28 GC-1 S-4 S-2 S-1 GC-1
j i 1 ; GC-1 S-1 S-2 S-3
9 20 1411 29 20
24 38 16DESCRIPTION OF REVISION DATE CITY
11
A.PP O D
CITY" "I'M RANU`"HUI` U UICAMU"INGA
PLAN CROSS REFERENCES Aff I oil A X7
%C'NH_wU"rRk`,H S%_*4k"j1"LRE1wV"jqT PARKWA x
CJ T LEGENDS, S
S THIST
F PLANTING DETAILS, SHEET
U n d e rg rur%u n d %J tj I V, ct,.%; ce FOR CORRESPONDING PLANT'"ING-4 r"LAN
L-7
CONSTRUCTION PLAN, T : !I
Call: L-2 ENGINEER RCE No. 7
O CORRESPONDING IRRIGATION DESIGN PLAN PREPARED BY: C MMENDED
Ell
PLAN, T L-4_?jV0 A
F PLANTINGSPECIFICATIONS, 100CIVIC CENTER DRIB
OF RANCHO CUCAMONGA
X00 REFER T CITY SPECSBOOKLET DRAWNRANCHO CUCAMONGA, CA 91730 SHEVT_
422-14 13`%03) MAL- 6-of
TWO WORKING DAYS BEFOREYOU DI
CHECKED DRAWING NO.
—2
PROJECT Sheet No. o
NOTES:
R i.REMOVE NURSERY STAKES AND
FILL CAVITY WITHIN ROOTBALL.
STORM DRAIN CATCH BASIN f� 2. STAKES TO BE PLUMB AND
/ BCR (� t PARALLEL.
UNDERGROUND \ STAKE TREE PERPENDICULAR
UTILITIES I TO PREVAILING WIND.
l � N HARDSCAPING (CONCRETE HEADER,
5 ® CURB & GUTTER, SIDEWALK, ETC.)
►� MIN.
-, SIDEWALK U11L1 r
W E G4" OF COMPACTED WOOD CHIP
L S.L.0P'J - ONE HALF OF SPACING MULCH.
!- A S F,J pG' . - _ - - REQUIREMENT
g ��� _ - :__ LIMIT OF PLANTER A FINISH SOIL GRADE
METER10' 5' U� TOP TIE TO BE PLACED AS 12"
MIN. MIN. 0 LOW AS POSSIBLE ON THE - TIGHTLY COMPACTED 3"BERM TO FORM
5' * CURB AND GUTTER TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW DEPRESSED WATERING BASIN.
FLEXING OF THE TREE. BUT
MIN. HEAD OF TREE WHERE NOT SO LOW AS TO LO TOP of ROOTBALL To �,. 4"Woop CHIP MULCH.
SUPPORT OR ALLOW Ld SPECIES GROWTH HABIT PERMITS. EXTEND 2" ABOVE _ - _ NO WOOD CMP MULCH SHOULD BE d
THE HEAD TO DROP. MAIN TRUNK FINISH GRADE PLACED OR ALLOWEDTO REMAIN000or
' (2} SETS OF CINCH TIES SPACED 24" _ OVER THE ROOTBALL. > z �'
82mR R w WART, CONVEX SIDE AGAINST TREE FINISH GRADE g
SIDEWALK ��, J TRUNK. ATTACH WITH GALVANIZED _ — I I-III—III—III—III—III—III-I
SCREWS 1(—
TO 8' LODGE POLES. ® ((®III III=I I I—I 11=1 11=11 I I I 1=1 I f1 I I —I
12" MAX
FH DRIVE S.L. ca �\ v 2" DIA. LODGE POLE PINE STAKES
0 zAPPROACH O y �' WITH WOOD PRESERVATIVE STAIN, �1 " —1
'� DRIVE'A MINIMUM OF s INTO I, ,1 11;=I I 1 2 I I 1=1 I 1=1 It-��I I SHOVEL CUT EDGE COMPACTED
UNDISTURBED SOIL AND POSITION II-1II III—III—III- DISTANCE EQUAL To DISTANCE EQUAL TO TH NATIVE SOIL
STAKES OUTSIDE ROOT BALL. ^I11,=11 III—III ON CENTER SPACING ON CENTER SPACING
5' S" CURB A I0
' 10'_ 10' 11 ROOT BALL (—(11-11 I- OF SPECIFIED SHRUB OF SPECIFIED SHRUB
IN. MI GUTTER I MIN. " =(1 I®11 DISTANCE EQUAL TO THE ON CENTER
TOP OF ROOTBALL TO EXTEND 2
UNDERGROUND TIGHTLY COMPACTED 3" BERM ABOVE FINISH GRADE. j—
TO FORM WATERING BASIN FOR 1®® _ _ _ ®I I i- SPACING OF SPECIFIED SHRUB
STRUCTURE eg. PLANT PIT TO BE(2) TIMES THE '
TRANSFORMER VAULT. RESIDENTIAL AND GROUND CO PLANT PIT TO BE (2) TIMES THE --I 1(®1 I(�I I I®I I(®III®l I 1 I I I(®I I WIDTH OF THE ROOT BALL. UNLESS SPECIAL CASE AS DESCRIBED
INSTALLATIONS. LOCATE OUTS( E WIDTH OF THE ROOT BALL. NO I I®I I I—I I 1 11-1 11—I I I—I I(—I I (I(— IN NOTE 4. BELOW.
OF PLANT PIT. BERMS IN TURF WOOD CHIP MULCH SHOULD BE J ®1 _ I1 _0_0_� ff NOTES:
AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN --I I I—I 11�I I—I I I—I 11�I t—i I I—t 1 1
NOTES: TO CITY ACCEPTANC . OVER THE ROOT BALL. I I—I I Ml��I I— -I I(=1 I I—) —11 — : 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL
=1 I I—I I I-11 f®(11®1 I I®I ®I I —I I I— NOTE: SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.
*1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. I I—!f I—I 1 I—!I i—!1 I—I 1 I—!I I— I—k I 1 1.ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2. MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND
WITH 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE OF SIGHT NATIVE BACKFILL_ TH NO SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON INTO EDGES AT GROUND COVER AREAS.
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. — — ROCKS GREATER THAN 3" PLANS: SEE LEGEND FOR SPACING REQUIREMENTS.
3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND DIAMETER' ERE 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.
FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY ARBOR GUARD IN TURF UNDISTURBED NATIVE Sat_ SIMILAR
PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
OWNED WATER 8c SEWER LATERAL LINES. AREAS AND FRONT YARDS LAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR
SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING ALLOWED TO REMAIN THERE.
4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. MAINTAIN APPDXIMATELY 00 ALL FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS.
5' FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. 1 NATIVE BACKFILL WITH a NOTES: 3SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
NO ROCKS GREATER a 1, UNTANGLE MAT7E0 ROOTS BY LOOSENING ALL ROOTS AT EDGE o
N 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE THAN 3 DIA. N OF ROOT BALL. DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE N
ENGINEERING DIVISION. LEGEND ARE ESTIMATES ONLY.
6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY NATIVE SOIL UNDISTURBED Q 4.WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
STANDARD PLANS. SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO Q
c N SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. c
CITY OF RANCHO COCA OCA, CALIFORNIA CITY OF RANCHOUCOA, CALIFORNIA , , a CITY O ANC CUCA O , CALIFORNIA
N APPROVED BY: STANDARD PLAN ' APPROVED BY: ( ( L STAKED® T E E STANDARD PLAN h APPROVED BY: STANDARD PLAN (0 APPROVED BY: SHRUB A COVERND GROUND STANDARD PLAN r'°' APPROVED BY: STANDARD PLAN
TREE PLACEMENT 5�1J GAL -24"" OX rjp2 w CONTAINER ANTI 506 AI qg MULCHINSTALLATION
509
U> CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LU CITY ENGINEER > CITY ENGINEER W CITY ENGINEER
W W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
R.c.e. 24953 SHEET i OF 1 R.C.E. 24953 SHEET i OF 1 R_C.E. 24953 SHEET OF 1 X R.C.E. 24953 SHEET i OF 1 W R.C.E. 24953 SHEET i OF 1
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SCALE: N.T. VLE: N.T. L : SCALE: .T. . CAL : N.T.S.
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PROPOSED A a zi A
LANDSCAPE 4)
EXISTING
PERIMETER
WALL
EXISTING
STREET
CURB �-
EXISTING EXISTING
PLANTER SIDEWALK
L A I go% gp-% 100% IL I
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SCALE: 1/ "" = 1" SCALE: SCALE: CAL
DESCRIPTION OF REVISION DATE CITY
APPROVED
1 7" 4`1`1 1RANUAdHql` "w" A MONGA
%__l u u _"""REE"" PARKWAY
Iff I
'O�H R-O�H N04
Ru'XHESTER AVENUE TO"' HYSSOP DRIVE
PLANTING" DETAILS
SCALE: SCALE: SCALE: SCALE: APPROVED BY: DATE:CITY ENGINEE RCE No. 7
DESIGN P ARED BY: RECOMMENDED
MA CffY OF RANCHO CUCAMONGA Q ft�
10500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 917303 SHUT
MA OF _7
CHECKED DRAWING NO.
-2 L
OJECT Sheet o. of