HomeMy WebLinkAbout1944-L f _ _
DEVELOPER OWNER
HIGHLAN " ENU CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91729
AN SCAP IMPROVEM NTS
425' EAST OF DAY CREEK BLVD . TO 459' WEST OF LAVENUE
LANDSCAPE MAINTENANCE DISTRICT NO . 2 SITE VW=16 ADDITION
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 CITY'S
INSPECTOR.
2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
a
PROJECT LOCATION 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE "GREEN BOOK" SPECIFICATIONS FOR PUBLIC WORKS INDEX
CONSTRUCTION, 2003 EDITION. SHEET DESCRIPTION
1 TITLE SHEET
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUB2 IRRIGATIONLIC LIABILITY AND PROPERTY 3 LANDSCAPE PLAN
DAMAGE INSURANCE AS REQUIRED BY LAW. .-- - - - tOCHILAN} AVE.
E 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. c o
INAWAN ST
6. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION.
•�P 8. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL, AUGUST 1999 EDITION, AS
1C"'s► wcro ARK t�0� REVISED AND PROMULGATED BY THE CALIFORNIA JOINT UTILITY TRAFFIC CONTROL COMMITTEE.ASE UN[RD][]
9. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE
cFOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE
RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. o
8L 10. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740 EXT. 4057, MONDAY —
m SHEET 2 QE�'RCNr.� It>�c�rgAlnoN h.A+, \\\ X11 j
C THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE. W SHEET 3 G0NSTKvGr'0N "N
R
IW "
Zmay
11. DURING THE CONSTRUCTION OPERATIONS HIGHLAND AVENUE SHALL BE KEPT OPEN TO TRAFFIC IN EACH DIRECTION AND ALL LANES SHALL BE
` F MAINTAINED EVENINGS, WEEKENDS AND ALL OTHER NON WORKING TIMES. THE TRAFFIC LANES SHALL BE MAINTAINED ON PAVEMENT, AND SHALL
REMAIN UNOBSTRUCTED. o
Q
Sr 12. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY
W MI N FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE TO SAID UNDERGROUND UTILITIES, PIPES AND STRUCTURES.
F4THv]Fl
ONTARIO TITY LIMIT 13. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY.
14. ON THE DATE AND AT THE TIME OF THE SUBMITTAL OF THE BIDDER'S PROPOSAL THE PRIME CONTRACTOR SHALL POSSESS ANY AND ALL
CONTRACTOR LICENSES, IN FORM AND CLASS AS REQUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK
TO BE PERFORMED UNDER THIS CONTRACT; INCLUDING BUT NOT LIMITED TO A CLASS "A" LICENSE (GENERAL ENGINEERING CONTRACTOR) OR
CLASS "C-27" LICENSE SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH THE
PROVISIONS OF THE CONTRACTORS LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET. SEQ.) AND RULES AND
REGULATIONS ADOPTED PURSUANT THERETO.
MAINTENANCE RESPONSIBILITY MAP UTILITIES
The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following uM%s two
working days prior to construction or regarding any problems.
Southem California Edison Co. — EMERGENCY ONLY 800 611-1911 #3
Southern California Edison Co. 909 357-6320
Southern California Gas Co. - EMERGENCY ONLY 800 427-2000
Southern California Gas Co. - Jim Ming 909 335-7527
- Verizon Telephone Co. - Bob Parent 909 469-6354
- - - - - Verizon Telephone Co. - Dallas Stringor 909 469-6339
- Verizon Telephone Co. - Je Faubet 909 469-6347
_'� - - - -- — - Cucamonga County Water Di7rict - EMERGENCY ONLY 909 987
W Cucamonga Count -2591
i O ( y Water District 909 483-7440
.> 7 O o San Gabriel Valley Water Co. - L F. Montenegro 626 448-6183
o
\\ LANDSCAPE QUANTITIES
MAINTENANCE AREA \
\\ LANDSCAPE AREAS BY VALVE STATION
\ STATION NO. AREA IN SF
HIGHLAND AVENUE 1 197
15 Gallon Trees QTY.
\\\ \\\ WASHINGTON ROBUSTA, MEXICAN FAN PALM 8 2 2726
QUERCUS VIRGINIANA, SOUTHERN LIVE OAK 4 3 2658
- DESCRIPTION OF REVISION DATE CRY
SF of Landscape Area: 12,617 4 3 ` ply;
SF of Hardscape Area: 6098 5 3000 2 t--4
SF of existing SW: 3094 6 2907
Total SF: 21,809 CITY OF RANCHO CUCAMONGA
1
I` II Total Acres:� .50 O O I � TITLE SHEET
II III
HIGHLAND AVENUE
LANDSCAPE IMPROVEMENTS
IIJ 425' EAST OF DAY CREEK BLVD. TO 459'
WEST OF LOCUST AVE.
APPROVED BY: DATE:
- ESSI CITY ENGINEER RCE: S2953
i O �JA
J.
DESIN PLAN PREPARED BY: qpm
( s CSB CITY OF RANCHO CUCAMONGA def{O
No. 32953 A 10500 CIVIC CENTER DRIVE
Exp. 12-31-05 DAWN RANCHO CUCAMONGA, CA 91730 SHUT 4'
* ! CSB 1 aF�"r
CHECM RXX "° DRAWM
1944 L
JAD DOE ME No ;
IRRIGATION GENERAL N07ES:
A FINAL INSPECTION WITH THE CITY'S INSPECTOR WILL BE REQUIRED PRIOR TO THE CITYS ACCEPTANCE OF
f 1 THE EXISTING AND PROPOSED IRRIGATION SYSTEMS.
n% 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN ARE FOR DESIGN CLARIFICATION ONLY AND
Q__ 1� SHALL BE INSTALLED WHEN POSSIBLE IN PLANTING AREAS. VALVES AND QUICK COUPLING VALVES SHALL BE
i LOCATED ADJACENT TO HARDSCAPE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM. WALLS, STREET
' ) O — — — LIGHTS. SIDEWALK. UTILRY LINES, UTILITY EQUIPMENT, AND ARCHITECTURAL FEATURES.
2' / / �' — 'Y 3. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH
MINIMAL OVER SPRAY ONTO WALKS STREETS WAILS, ETC.
/ DETAIL "C" / ! l CONNECT TO EXISTING 2" PVC SCH 80 MAINLINE (REF. I, '
� / ' LANDSCAPE IMPROVEMENT PLAN 752-L SHEET 2 DATED, 1987) � , 4. �WH��LER HEADS
(FIRE HYDRANTS,�SIRES T ETCTMEMIrER INTERFTHE ERESPRAY TrE�RN�
1
TYPICAL (4 TLCs.) / /� i Z ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLPER E SPRINKLER HEAD ON EACH SIDE OF THE
4' DETAIL "B" �, i
DETAIL A " _ � � � �— — OBSTRUCTION So As TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL
"A"
sus / / I r r COST TO THE CITY.
S. INSTALL TWO (2) SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST
2 — REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE.
6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR MID 90 THAT THE TOP OF THE SPRINKLER HEAD IS
0 0�� Z Ile ABOVE FINISHED GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PI MIS.
0 4v
7• FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MACE TWO APPLICATIONS OF "ROUND—UP OR
EQUIVALENT. R SHALL BE APPi1ED AFTER THE IRRIGATION INSTALLATION SO THAT SUFFICIENT WATERING GW
BE DONE THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER
2' 2 = INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR 2-3 DAYS AFTER WAPPLICATION. E PES11CIDE SHALL
9 3 ' H
2. / . / O 0 2 3
�
DETAIL "D"
.D
/ l a 49
2» �P__ �
55
33 GPM
28 GPM
2»
2 / I 36 GPM PRESSURE LOSS CALCULATION
7 GPM
2" SCALE; 1"=20' STATIC PRESSURE HIGH: 103 LOW: 90
SUPPLIER: CUCAMONGA COUNTY
PHONE NUMBER: (909) 9137-2591/ / 32 GPM VALVE STATION/GPM: STATION: V-21 GPM: 32
2" LM; gg FLOW RATE P.S.L. LOSS
WATER METER SIZE: 2" 32 GPM 0.8
8 GPM1 PRESSURE REGULATOR: 2" 32 GPM 5
2f� ' / 1 BACKFLOW DEVICE: 2" 32 " 12
, / 1 1 FLOW SENSOR: 1-1/4- 32 GPM 0.5
/2
32 GPM 1 0; MASTER VALVE 1-1/4" 32 GPM 0.5
/ M A A' 15' 2► GATE VALVE: 2" 32 GPM 0
// / 2 3' 2' p� MAINLINE (CL 315) 2" 1400 l F 32 GPM 12
, Un ' JP. AUTOMATIC VALVE SIZE: 2" 32 GPM 1.4
LATERALS: 1
2' 2' 3' 3' SYSTEM LOSSES SUBTOTAL: 33.2
3'
FITTING LOSSES (10% OF SUBTOTAL} 3.3
4, 20 3• 49 4' ELEVATION LOSSES/GAINS (ELEV. x .433) 13
4#DETAIL "E" DETAIL "F" 1 DETAIL "G" DETAIL "Pr1 TOTAL SYSTEM LOSSES:- 49.5
sic OCA" 1 2x saw ax scw ax Sams IRRIGATION HEAD PRESSURE REQUIRED' 30
AVAILABLE PRESSURE (LOW) 99
(+) RESIDUAL PRESSURE: 19
4" SLEEVE *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM
DESIGN PRESSURE OF 90 PSI. CONTRACTOR TO FIELD ADJUST
REGULATOR A3 NECESSARY.
�� � WREMOVE EXISTING
Y LEGEND: / • N INGROUND PRESSURE
A SPACING DESCRIPTION PSI GPM MFG BODY NOZ. OPTIONS REFERENCE /���% WI REGULATOR, INSTALL NEW
SYMBOL ARC IRAD
TRENCH REPAIR PER CITY PRESSURE REGULATOR ON
900 3' 3' 12 SERIES MPR 30' TRAJ. 30 0.20 RAINBIRD SAM PRS 1812 12Q PCS-020 STD. 539 i INLET SIDE OF BACKFLOW
= STD. 120
?9180° 3' 3' 10 SERIES MPR 15' TRAJ. 30 0:20 RAINBIRD SAM PRS 1812 10H PCS-020 STD. 539 f' l ASSEMBLY RISER,
CONNECT PIPING WITH
180° 8' 8' 8 SERIES MPR 10' TRAJ. 30 0.40 RAINBIRD SAM PRS 1812 8H PCS-040 STD. 539 EQUAVALENT MATERAL,
° 8' 88 SERIES MPR 10TRAJ. 30 0.60 RAINBIRD SAM PRS 1812 8 . � g `�� INSTALL BACKFLOW COVER
O 360 ' ' F PCS-060 STD539 AND CONCRETE SLAB PER r • w ,.,� ,
900 12' 12' 12 SERIES VAN 30' TRAJ. 30 10.60 RAINBIRD SAM PRS 1812 12Q PCS-060 STD: 539 THIS PROJECT IS CONNECTED TO, OR WILL DISRUPT AN ;`\\ THE GENERAL LEGEND "+ .
° EXISTING CITY—MAINTAINED LANDSCAPE AND IRRIGATION AREA. '� AND MANUFACTURER
180 12 12 12 SERIES VAN 30' TRAJ. 30 1.25 RAINBIRD SAM PRS 1812 12H PCS-125 STD. 539 \\\ \\\
PRIOR TO ANY NEW CONSTRUCTION, A JOINT INSPECTION AND SPECIFICATIONS
180° 12' 12' 12 SERIES MPR 30' TRAJ. 30 10.90 RAINBIRD SAM PRS 1812 12H PCS-090 STD. 539 DOCUMENTATION OF THE EXISTING AREA'S CONDITION SHALL
360° 12' 12' OCCUR WITH THE NEW WORK CONTRACTOR, CITY INSPECTOR TRENCH AND INSTALL BPA
12 SERIES MPR 30' TRAJ. 30 1 .75 RAINBIRD SAM PRS 1812 12F PCS-175 STD. 539
AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, IRRIGATION VALVE
THE NEW CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE CONTROL WIRES FOR NEW
GENERAL LEGEND: FOR MAINTENANCE OF THE EXISTING LANDSCAPE AND SHALL STATIONS ON THESE
MAINTAIN 9LL AREAS SHARING THE SAME CONTROLLER AND/OR PLANS, PLUS TWO SPARE \\\ \\\
SYMBOLS DESCRIPTION MANUFACTURER 7 REFERENCE METER UNTIL THE MAINTENANCE PERIOD IS COMPLETE, AS ORANGE WIRES FROM
P.O.C. POINT OF CONNECTION ------- ------- DIRECTED BY THE CITY INSPECTOR. A FOLLOW-UP INSPECTION FARTHEST VALVE TO NEW
OF BOTH NEW AND EXISTING AREAS IS REQUIRED PRIOR TO CONTROLLER, PER
❑M 2" WATERMETER (EXISTING) (EXISTING) ------- THE CITY'S ACCEPTANCE OF THE NEW AREA. THE EXISTING GENERAL LEGEND.
STRONG BOX SB-40SS/120V IRRIGATION SYSTEM SHALL BE ADJUSTED AS NEEDED AND ANY RESTORE EXISTING
CONTROLLER ENCLOSURE W/ELECTRICAL METER AND l
CALSENSE ET2000-40-LR- DAMAGED LANDSCAPING REPLACED TO THE SATISFACTION OF LANDSCAPING AND
RR-TP-1-(40 STATION) STD'S 522 & 532 THE CITY ENGINEER. ACCESS TO THE EXISTING IRRIGATION IRRIGATION AFFECTED BY 11 ,11
DESCRIPTION OF REVISION DATE CITY
40 STATION IRRIGATION CONTROLLER
TP-110 W/LR DOME CONTROLLER CABINET WILL NOT BE ALLOWED WITHOUT INSTALLATION , APPROVED:
CONSENT FROM, AND SUPERVISION BY THE CITY. CONTRACTOR `
® BACKFLOW ASSEMBLY (EXISTING) (EXISTING) ------- TO PROVIDE 24 HOURS NOTICE TO MAINTENANCE FOR CABINET REMOVE EXISTING IRRIGATION [OEM] 1 CITY OF RANCHO CVGAMQNGA
PRESSURE REGULATOR WILKENS 500 ------- ACCESS. CONTROLLER AND ELECTRICAL
PEDISTAL AND INSTALL NEW IRRIGATION PLAN
COAST GUARDSHACK
BACKFLOW COVER CGS-4 W/LOCK SHIELD ELECTRICAL RPEDISTALB OCATION
RA LEGEND. SALAVE HIGHLAND AVENUE
-- 2Q-- MAINLINE PVC PIPE, 2" & LARGER CLASS 315 STD. 532 PER GENERAL LANDSCAPE IMPROVEMENTS
EQUIPEMENT TO CIN YARD, CHRIS
NON-PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 532 GILLI, (909)205-8600 II SO4L. 1"=100' 425' EAST OF DAY CREEK BLVD. TO 459
- 1" PIPE UNLESS OTHERWISE NOTED WEST OF LUST AVE.
�
-- SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533
DATE-
REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB—PRS—D STD. 520 / ��� FESS APPROVED BY.
,y"� CITY ENGINEER RCE: .31951
NON POTABLE QUICK COUPLING VALVE RAINBIRD 33 DNP STD. 536 / \ , A, �� E
OE$ '� PLAN PREPARED BY: ROOOMMEINOED
��— CONTROLLER SEQUENCE — No. 32953 /��� /� �.,1 LLA /�►����1,,/��
1 4e 6PM- ------- ------- W ^8 VII 1 Vr RAI cHo CU\�/'11rNoNGA
U GALLONS PER MINUTE Sfr`►S Mort 0 Exp. 12-31-05 .11 �� 10500 CIVIC CENTER DRIVE SHEET---, REMOTE CONTROL VALVE SIZE
•
CdI, TOLL FREEFREECIVi%-
' RANCHO CUCAMONGA, CA 91730
1-800-422-4133 �1 I^S8 2 of 4
TWO WORKING DAYS BEFORE YOU DIG CHECM RE NO DImwm NO.
JAD L%TE FU W 1944 L
r
/
LEGEND: STRVGT — — — / — — — —
COBBLESTONE HARDSCAPE (REFERENCE CITY STD. 542) - TRANSITION STRUCTURE
(ANm 5*EG'S. MA-1 SEC. 200-1.1) (REF. PUN 753-D SH. 23) DOUBLE 10'X4. BOX /
(REF. PLAN 753-0 SH. 23) / LOCUST AVE CL
UTILITY
UTILITY RISER /
' UTILITY VAULT
/ RISER -- _--- --- - - - - - f - --- -- I -
V
C'
ri
P
O
O
i
2100MM (84-) RCP =/ •
(REF. CALTRANS RTE. 30 PUNS) O 1 KEEP MULCH AND PLANTS 30'
AWAY FROM OAK TREES (TYP.)
/ � • PNO
LANDSCAPING GENERAL
1. LANDSCAPE AREAS SHALL RECEIVE V OF COMPACTED WOW CHIP MULCH UNDER ALL TREES (EXCEPT OAK XERISCAPE LANDSCAPE ASSESSMENT SYSTEM SUMMARY
TREES) AND SHRUBS. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH, PER CITY STD. 509. WOOD
CHIP MULCH SHALL SUBMIT�ANY PROPOSED ALTERNATIVEALL BE EQUAL M OR SUPPLIED BYEARTHWORKS,
FORMCITY APPROVAL PRIOR TO PURCHASE SE AND 909) 538-3321. CONTRACTOR LANDSCAPE (POINT VALUE) POINTS
(3) Irl-ANt PITS DBLE� PLACEMENT.
%P- F�N.L ow W rT K Co 66Lt STo N1: CLAIMED
2. No PLANTING SHALL BE DONE UNTIL ALL oPERAjxm IN CoNJINNCTION WITH THE INSTALLATION OF THE WATER CONSERVING PLANTS 20
D O G�' a A psGAPE THIS SHEET IRRIGATION SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABUSHED, AND THE PLANTING TURF LIMITED TO 25R OR LESS 20
/ / , ��� AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED. PLANTS GROUPED BY WATERING NEED 10
K 4^T • "" A 15 3. FOR THE PURPOSE OF W® CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF 'ROUND-UP' OR HARDSCAPE 10
EQUIVALENT. IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT
SUFFICIENT WATERING CAN BE DONE THE SECOND APPUCATION SHALL OCCUR 7-14 DAYS AFTER WATERING. PERMEABLE PAVING
/ TO C I N STA
ALL
C D THE PESTICIDE SHALL INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR 2-3 DAYS AFTER APPLICATION. LOW-WATER TURF VARIETIES
/ 1 ` V V n L 4. CONTRACTOR SHALL FOLLOW 1HE DETAILS AND SPECIFICATIONS, AS SHOWN IN THE SOIL REPORT, FOR SOIL MULCH PROVIDED IN NON-GROUND COVER AREAS 5
PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. SOIL AMENDMENTS 5
5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO TOTAL POINTS CLAIMED: 70
REPRESENTATIVE OF THE q ON PRIOR TO EXCAVATION.OF ALL PLANT AL SHALL BE SUBJECT TO APPROVAL BY A
d. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
MAINTENANCE AREA MAP
PLANT LEGEND
PROJECT
TOTALQTY SYMBOL BOTANICAL NAME COMMON NAME SIF SPACING REF. CITY STD. DWG.
8 `4i WASHINGTONIA ROBUSTA MEXICAN FAN PALM 15 GAL 30" O.C. 502
4 0 QUERCUS VIRGINIANA SOUTHERN LIVE OAK 15 GAL 6' O.C. 502 \\\ \`\ DESCRIPTION OF REVISION DATE CITY
` APPRo�D:
6 �� PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 15' O.C. 506 AND 510 'I, 'll
378 / PHORMIUM TENAX NEW ZEALAND FLAX —*JACK SPRAT-" 5 GAL 2 O.C. 506 AND 508 THIS SHEET CITY OF RANCHO CUCAMONGA
LANDSCAPE PLAN
24 0 LAVANDULA DENTATA CANDICANS FRENCH LAVENDER 5 GAL 3' O.C. 506 AND 508 HIGHLAND AVENUE
98 � ROSMARINUS OFFICINAUS BENENDEN BLUE ROSEMARY 5 GAL 5' O.C. 506 AND 508
LANDSCAPE IMPROVEMENTS
425' EAST OF DAY CREEK BLVD. TO 459'
69 JUNIPERUS SABINA VAR. TAMARISCIFOUA TAMARIX JUNIPER 5 GAL 6' O.C. 501 AND 508 WEST OF LOCUST AVE.
130 LANTANA CAMARA 'ROBPATRAI' PATRIOT RAINBOW COMPACT LANTANA 5 GAL 4' O.C. 506 AND 508 'RpfESSI APPROVED BY: DATE.-- .-
J.
ATE: .-
J. p � CITY ENGINEER RCE: 3 953
��and 34 JUNIPERUS CHINENSIS 'KAIZUKA VARIEGATA' VARIEGATED HOLLYWOOD JUNIPER 15 GAL 10' O.C. 501 AND 508 ~ 3`NO. 32953 < DE" PLAN PREPARED BY: pFD
Unde
Service Alert ;� Exp. 12-31-OS (>ftANM Cse CITY 1OF RANCHO0500 CIVIC CLNTLR CUCAMONGA
Coll' TOLL FREE * * IVIE
RANCHO CUCAMONGA. CA 91730
1-e00-422-4133 \'�� Crvfl�-� CSB
4
TiMO WORKM DAYS BEFORE YOU OIG 0r �` aHECM ILC.E No DRAWING $a
SCALE 1 =20 JD DATE F11LE No =03-1 1944 L
f
i
1
10 Underground
Service Alert
Can: TOLL FREE
—a00-422-4133
ROCKSCAPE
1450 (BY OTHERS) TWO WORKING DAYS BEFORE YOU DIG
.. CONSTRUCT 36' DIA. CMP INLET. TYPE
FINIS HED— OMPI, PER CALTRANS STD. D75A, WITH
z I E TYPE 90OR GRATE, TRASH RACKS. AND
> 2 SIDE INLETS EQUALLY SPACED.
a
0
z
g
s1GRADE �
MOW
CURB
1445
RCB AND CONSTRUCT / 3
JS F4 PER CITY STD.
33
EXM N II II
G DO UBLE-
I
0•X4' BOX SECTION A-A
I
SCALE: VERT. 1"z10'
TRANSITION STRUCTURE _ ��
II II II HORIZ. I"=r
(REF. PLAN 753—D SH. 23) DOUBLE 10'X4' BOX
(REF. PLAN 753—D SH. 23) LOCUST AVE CL 1440
UTLfTy
UTIS R
UTI /ITY 0.00 20.00 40.00 60.00 80.00
VAULT
RISER RI
E /
-
_._ �--�� _ - BOULDER SIZE SPECIRCATION
—
H. / G : BOULDER SIZE IS SHOWN ON
Q � / 6• THE PLAN, THIS IS AN OVERALL �•�
SIZE. BOULDERS SHALL CONFORM
G TO THE FOLLOWING MEASURMENTS
TO DETERMINE OVERALL SIZE:1�0s
/ 1 c • /-� �G, BOULDER SIZE SHALL BE�V / WHEN MEASURED ON THE
/ — 4j 6• - 111001
ULTIMATE FS PLANE AND H
C) MUSTaBE 1/2 OR GREATER THE
3 / yi EG > \ •s SIZE INDICATED ON THE PLAN
4 BOULDER (MIN. 3 BOULDER (MIN.
/ •� i / / /� ! ,cC DIMENSIONS) DIMENSIONS) 2' BOULDER (MIN.
L W H L W H DIMENSIONS)
f A � j j S ��' 4' 4' 2' 3' 3' 1.5' L W H
5; 3; 2; 4' 2' 1.5' 2' 2' it
2100MM (S4' RCP / / '� �i - �C �' 6 2 2 5' 1' 1.5' 3'
(REF. CALTRANS RTE. 30 PLANS) / •,► C
Q• / / 1 / -- C PROPOSED OR FUTURE (ULTIMATE)
IMPROVEMENTS (ROCKSCAPE, MOW CURB,
2' - -� 1 SIDEWALK, GRADE, ETC.)
FINISHED
SURFACE (FS)
_ ( PLANE
e
CY-+P GRADING PLAN �'���� x-
/ BOULDER: �
SIZE AS INDICATED PER PLAN AND
/ / 1 CONFORMING TO THE REQUIREMENTS
Site Volume Table: Unadjusted ABOVE
Surface Area = 18732 SF
Cut Fill Net
-% cu.yds cu.yds cu.yds '
CONTOURLEGEND -------------------------------`'� J'� ,� 188 28 160 (C)
PROPOSED GRADE CONTOUR
EXISTING GRADE CONTOUR
LIEGEND:
000 BOULDERS (SIZE PER PU1N�
MOW CURB SIZE 0'ry-
CONSTRUCTION 2' 16
STAKING TO BE 4, 7 DESCRIPTION OF REVISION DATE „�M.
„
PROVIDED BY CITY
CONSTRUCTION NOTE
CITY OF RANCHO CUCAMONGA
�-- CONSTRUCT 6' WIDE PCC MOW STRIP PER C" STD. S34 GRADING PLAN
HIGHLAND AVENUE
LANDSCAPE IMPROVEMENTS
425' EAST OF DAY CREEK BLVD. TO 459'
WEST OF LOCUST AVE.
ESS/q� APPROVED BY: DATE: vm�-'-
J• �l CITY ENGINEER RCE: 3 953
` l PLAN PREPARED BY:
No. 32953
W 04 CSe CITY OF RANCHO CUCAMONGA di tj
Exp. 12-31-05 10500 CIVIC CENTER DRIVE
\* * WAWA RANCHO CUCAMONGA, CA 91730 SHIM
C►VlL ��i CSB 4 av 4
SCALE 10-20' GF C.ALCHECM
tR.C.E. No oiarnnrc No.
JAD a,E No 2003-1s 1944 L
1