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PLANS
AND
HALL BE DONE IN ACCORDANCE WITH THE PALL WORK S
SPECIFICATIONS, THE CITY OF RA CUGAMQGA STANDARDS,
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CONSTRUCTION L
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2003
STANDRD 'SPECIFICATIONS FOR
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NTS
ME ".::'• iy.:- •::;^. ::::, rkl..'FA t::y..E'. :: .'.:: :'' ": '.� , •r..;"; � ,1
S ANNUAL SUPPLEMENTS ENTS AND AMEND - -
INCLUDING IT
EDITION} •
AND SH
ALL BE RESPONSIBLE FOR
CONTRACTOR SHALL BE
FAMILIAR WITH Ayr. r.
eel I
TO THESE STANDARDS} CODES AND SPECIFICATIONS. s
ADHERENCE
' � 6 � — c k ;s r y •ra � j e : * x
KIND TELEPHONE OR POWER
OF ANY p
ALL PIPELINES OR
SUBSTRUCTURES
2• ®T b Z Z
/� Q
HYDRANTS, ETC. SHOWN N .. -,.. ,r}: ,-r r?r G';. r•• x.., :. :.o d,t re t.'s s 3'.;1 .Y Y h�sa. �:
+� VALVES, FIRE H }
wJ 4 ALV }
C1
�* WATER METER }
Q LES
P } S OR IN ADJACENT T
WAY LIMIT
[♦� WITHIN THE RIGHT O F
WN
QN THESE PLANS
S H
Q
L B
E REMOVED, e) VA
- -
L
ENT WORK
IS TO
BE
DANE SHAL - -
WHERE IMPROV
EM
ENT
AREAS
R.
COST
N Q Y°'.c F a`• t ,w t w-C :N
S REQUIR
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PROTECTED IN PLACE _
RELOCATED QR PREP
4 ? $
ED
REPLAC ,
MONGA.
ILI
TO THE CITY
OF RANCHO GUGA
/°y THIS PROJECT SHALL FAMILIARIZE
(� ING
WORK QN
A
GTO
R
PERFORMING RFQRM
ANY Y
CONTRACTOR ,
�• LE FOR ANY
LL B E
SOLELY
IB
LE AND SHA _ II
SIT
HIMSELF WITH THE FROM HIS
ES RESULTING DIREGLY O
R INDIRECTLY
GILITI ,
DAMAGE TO EXISTING FA
OPERATIONS, WETHER OR NOT SUCH
FACILITIES ARE SHOWN ON THESE PLANS.
F RANCHO GI.IGAMQNGA
OBTAINED D
FROM M
THE CITY Q
PERMIT
SHALL BE
PE A }
• A
4 T OR
GHMEN
ENGINEERING DEPARTMENT PRIOR
TO ANY ENGRQA s _
RI.,IBLIG WORKS,
" OR
CONSTRUCTION WITHIN ANY
CITY OF RANCHO CUCAMON
GA EASEMENT
RIGHT OF WAY.
f �
GRADE STAKES SHALL BE SET
BY THE ENGINEER UNDER C
ONTRAGT
TO THE _
J K 4 #
5•
CITY OF RANCHO CUCAMQNGA•
±4 a �",,v'`�fx 3 r t �`' �'.��Y; 4, z: _ i k,Krr'!_, '�3+-fY }"a'a�•n 'fit•'::
MAINS
OR CROSSINGS
SH
ALL BE
CONSTRUCTED
PRIOR ,. . ,
C ALL UTILITY
LATERALS, E•
lJ« r r .4'; of j,..c$ •t, < 3Fz s£k?'€.,,:,
Y S H w :N Y t 'a'T- 'mom tx<!F=•. "013
OR PAVING.
• - i ,r. �_ -:: iri..e*„ :,. r„_. .t r a+tr c .•i,5 W.�� ;x t.-
TO PLA
GEMENT QF SURFA
GING
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COMP
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SLAT )
BACKFILL, 2 OF
95/
MIN.
CH BA } }} TIVE _ . _ _:'•,, .. .,�._�_ _ ,. _. . ...� . :., . ..:. ..._ ,. ._ } ... ,.,..,..
ION TRENCH ACTED NA
cONSTRu } OVER COM C
ENT 0a
M 5
BANK G 2
STSOF EM }
TE -- P.G.G. 520
COMPACTION GT 4
PA RU
GOM ST C
C
ON
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_ E PROVIDED 1
SHALL
B
-GRADES AD
E
S
SH
A :
N
D ALL
SUB
A D
F
LIND G A
L GRO URB 006
NA OFC N 1
MPACTING
ORIGINAL TOP D. PLA
O T.G. MONGA S
ESE RANCH
RT WITH ER GIT
TE
N REPO GCESS P
ONGA• E WITHSTEEL'
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CUGAM E GAT
NCHO VEHICLE
OF RA TRUGT _ N{ZED . ,_... _. >. •. . ,. , ... '_ , .... ., ., _ _. _ .. >.>;.
BY HE CITY CONSTRUCT }} DIA. GALV
R STALL 2
ER FO GH IN E_,. .. _ ,. ___..,. >,._ .. .r , . : .,,,..._..., ,•.v .._.. ,z.._.
ENGINE B FACE THROU �
E CITY CUR STEP m ,.,.� _ _. , ,._. _ ... _ ..:_• ,__., _ .,. .,._. k.. ....,. . 4 ,-t .. f.:: t ..... ,.rd._ ., .,.,
ED TO THE C.F. POSTS AT
SUBMITTED x8 .4:: .-.: _ r ::: •:, .., F ..< ,, J ,r,: ... . , :;:i: k y,..:..:._
ALL BE S _
TESTS
SH S, DELETE
GOMPA
CTION D AS FOLLOWS: .:x...•..�.' : ( .. ,.., ..
MATERIALS AN
MODIFIED r
TER L HEREON.
NT OF BASE MA O DETAI
E E. REFER ,.. _..:::: •, . Y .,, ,,: ,. _.. ,. � _:F., , ..F 4
E PLACEMEN CRETE
O THCON ED
L PRIOR T ASPHALT APPROVA A.C.ACSTEP THROUG
PIPE END POST AT
SURFACING.
F.L. FLOWLINE EXISTING MASONRY BLOCK
WALL.
GK AT GRADE FROM
REMOVE BLO
S
NSIST 3
Q
N
NATIVE SOIL WHICH GO
TO BE PLA
GED %.. -: ._ ":::: .-.: �rvh ! ' :' ! .:,><. ;:' l X�':';. ,..:' .....:� .::': v6 F '-f.f? •. .
ARE TIER
IMPROVEMENT LIP OF GUTTER
8.
WHEN IM LIP
GGRADE.
D BY REMO
VIN ;;e: -.':;:,, :..`': ..:;: ::..:: .. .. -.::. ;,;:`.t :. ,,,a'::..: ftt-.._ - „ ,;:>. <„ :<:s•., r,.',,1..r.: : ,::'$.^ ,'. ..:..w. _.k_.::;:r.:..;:::
E ,,.,, s, :..,> .•r-..::..: [ ,,., ..: 3`: .. .,,,. ....:..., f:t x fi' c.,s,..:.s.,::
.- ALL BE PREPAR TO FINISH
UB GRADE SH AND DOVER
ROCKY MATERIAL}
THE S TY CAN
OFA 4 RAISE UTI
AND ALL VOIDS OR TOP OF GRATE
GKS
WHICH PROTR
UDE ABOVE THE SUB-GRADE T.G.L RO
OF QUALITY BETTER
DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL Q INV, INVERT OF PIPE 5 -- REMOVE EXISTING TREE,
THAN THE NATIVE MATERIAL.
TOP OF WALL
T.W.
FOR THE 6 REMOVE PORTIONS OF EXISTING CHAIN LINK FENCE.
9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY TOP OF FOOTING
CONVENIENCE OF THE CITY} THE CONTRACTOR SHALL MAKE HIS OWAN BID T.F. 7 ---- REMOVE PORTIONS OF EXISTING CONCRETE BLOCK RETAINING WALL.
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTINGH.P. NIGH POINT
ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY REMOVE EXISTING P.G.G. SIDEWALK.
LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS IN F.S. FINISH SURFACE
IN THE OTHER ITEMS OF WORK. F.G. FINISH GRADE
OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM GR. BRK. GRADE BREAK 50 CONSTRUCT 8" DIA. H.D.P.E• STORM DRAIN.
10. CITY APPROVAL FINISH FLOOR
RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED F.F.THE REQUIRED N REVISIONS SHALL 51 INSTALL BROOKS PRODUCTS X1212 CB PRECAST 12"x1.2" CATCH BASIN WITH ADA COMPLIANT 2424 ST
EEL
DURINGCONSTRUCTION.
STSU TION. UPO TONTHEQG CITY ENGINEER FOR APPROVAL. C.L. CENTERLINE TRAFFIC-RATED GRATE.
BE PROMPTLY
HAZARD R/W RIGHT-OF-WAY
CLEAN, 52 BREAK INTO EXISTING CATCH BASIN AND CONNECT PROPOSED STORM DRAIN. REPAIR EXISTING CATCH BAS
IN Pr%
1 1. WORK SITE AND EXTERIOR STREETS SHALL BE NEAT,
SHALL BE CLEANED PT. POINT AS NECESSARY. INDEX:
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. EXISTING TREE TO BE REMOVED
UPON REQUEST OF THE INSPECTOR. Q TREE REMaVAL PERMIT PROJECT SHEET
T 53 ---- INSTALL ALHAMBRA FOUNDARY Co. A-470 4"x14" RECTANGULAR CAST IRON PIPE.
SUBJECT DESCRIPTION * :'
CRETE CURB} GUTTER SHT.
2• EXISTING OR NEWLY DAMAGED AND,/OR DISPLACED CON E RADED SLOPE 54 CONSTRUCT P.C.C. HEAD AND TAIL WALLS PER DETAIL HEREON.
1 PROPOSED G
SIDEWALK OR DRIVEWAY SLAB THAT IS WITHIN THE RIGHT-OF-WAY SHALL B 1 PROJECT TITLE SHEET
REPAIRED OR REPLACED, AS NOTED BY CITY INSPECTORS, BEFORE FINAL
WORK. 2 PLAN SHEET — WESTERLY HAL
ACCEPTANCE OF THE PROPOSED ASPHALT CONCRETE PAVING
13. C
OMPACTION SHALL COMPLY WITH CITY SPECIFICATIONS AND STANDARDS. 3 PLAN SHEET — EASTERLY HALF
4 LANDSCAPE ARCHITECTURAL PLANS TITLE SHEET
14• OBSTRUCTIONS TO PROPOSED IMPROVEMENTS IN THE RIGHT-OF-WAY SHALL FIRE HYDRANT
CATED BEFORE BEGINNING CONSTRUCTION OF THE
BE REMOVED OR RELO !7j 5 CONSTRUCTION PLAN — AMETHYST ST to MALACHITE AVE
PROPOSED IMPROVEMENTS, SHEET FLOW DRAINAGE
M 6 CONSTRUCTION PLAN — MALACHITE AVE to ARCHIBALD AV
15. IF APPLICABLE, SUBMIT SHORING PLANS AND CALCULATIONS. - EARTH SWALE AND DIRECTION OF FLOW W
1" CHAMFER TOP EDGES '�' 7 CONSTRUCTION PLAN — ARCHIBALD AVE to BAROSSA PL k(.
16, PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS} z
INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES 3.80% GRADE WITH DIRECTION OF FLOW 6" THICK P.C.C. 8 CONSTRUCTION DETAIL
AND ROOT SYSTEM
S SHALL BE REMOVED FROM THE SITE TO THE -
INSPECTOR. C-� 9 IRRIGATION PLAN — AMETHYST ST to MALACHITE A `
SATISFACTION OF THE GEOTECHNICAL ENGINEER/CITY
EXISTING GRADE CONTOUR LINE
SOILS - 10 IRRIGATION PLAN — MALACHITE AVE to ARCHIBALD AVE
17• AFTER REMOVAL OF DEBRIS, EXISTING FILL OR DISTURBED NATURALLq
TO THE SATISFACTION OF THE GEOTECHNICAL
�► �® 11 IRRIGATION PLAN — ARCHIBALD AVE to BAROSSA PL Ga
SHALL BE EXCAVATED
ENGINEER/CITY INSPECTOR. 1332 PROPOSED GRADE CONTOUR LINE �� ��
OTECHN{CAL ENGINEER/CITY CITY INSPECTOR SHALL THEN INSPECT THE
0.50} 0,50} Q 12 IRRIGATION DETAILS
18. THE GE NATION SHALL THEN BE MADE --
EXPOSED SOILS, AND ANY ADDITIONAL OVEREXCA
--�x x— EXISTING CHAIN-LINK FENCE `� 13 PLANTING PLAN — AMETHYST ST to MALACHITE AVE
ENGINEER'S RECOMMENDATION AND BLOCK GARDEN WALL
IN ACCORDANCE WITH THE GEOTECHNICALPROPOSED CONCRETE
w 14 PLANTING PLAN — MALACHITE AVE to ARCHIBALD AV
AS CONTAINED IN THE SOILS REPORT. PROPOSED CONCRETE BLOCK RETAINING WALL
OF 12 15 PLANTING PLAN — ARCHIBALD AVE to BAROSSAMUM DEPTH PL
19. THE EXPOSED SOILS SHALL BE SCARIFIED TOA M'AND COMPACTED TO AT ___ PROPOSED DECORATIVE} FENCE/WALL PER
TO PROPER MOISTURE C �' _"_®" CAPE ARCHITECTS PLANS 4"x14" RECTANGULAR A
GHEE BROUGHT LANDS INCHES,
® DENSITY. COMPACTION SHALL BE OBTAINED BY 0,50' 16 PLANTING DETAIL
LEAST 95% OF THE MAXIMUM CAST IRON PIPE
fED BY THE GEOTECHNICAL ENGINEER/CITY INSPECTOR. ROOF DRAIN
METHODS SPECIE R.D. 17 LANDSCAPE ARCHITECTURAL PLANS TITLE SHEET
ENCOUNTERED DURING AFFIC SIGN 2° '�
UGTURES ARE ENCO TR
Y UNFORESEEN SUBSURFACE STR � 18 IRRIGATION PLAN
20. IF AN TTENTIQN OF h,
CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT TQ THE A FURTHER.
INSPECTOR BEFORE PROCEEDING F
CAL ENGINEER CITY INSPE �- � 19 IRRIGATION DETAILS
THE
TECHNICAL REMOVE EXISTING
21. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT Ta CAUSE �Q 2a PLANTING PLAN
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENTTAI
L WALL E)ETAILANY MUD} TION. ANY MUD OR DEBRIS ON EXISTING RETAINING WALL HEAD
PROPERTY
AT ALL
TIMES DURING GONSTRUC z 21 PLANTING DETAILS
PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. 4 = 22 IRRIGATION SPECIFICATIONS
NOT-Ta-scaLE
GEOTECHNICAL ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND - PROPOSED C.M.P. STORM DRAIN
22. THERS = 23 PLANTING SPECIFICATIONS
REPOR
T THAT
PER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS
CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT j r U
ENGIES CONC
AND AG LANDSCAPE PROPOSED AREA DRAIN
LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS AND D
IRRIGATION LINES.
23. No ADJUSTMENT OF ELEVATION NEER SHALL
QF BECMADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE
24. ALL PORTLAND CONCRETE CEMENT (PCC) WATER CARRYING DEVICES WITH
MINIMUM SLOPES LESS PONDINGAN 5% WILL BE IN EVIDENCE AT TIME OFTESTED
INSP INSPECTION SHALL
FINISH. ANY RESIDUAL REPLACEMENTS.
BE CAUSE FOR REMOVAL AND
25. THE CONTRACTOR SHALL PREPARE FOR REVIEW AND APPROVAL BY THE CITY
OF RANCHO CUCAMQNGA A STORM WATER POLLUTION
REVENTION PRQJECT PLAN
(SWPPP) IN ACCORDANCE WITH SECTION 7-8.8 OF __ C.Y. GROSS FILL
SPECIFICATIONS AND COMPLY WITH ALL PROVISIONS THROUGHOUT THE _ C.Y. GROSS CUT
DURATION OF THE PROJECT.
THE ABOVE QUANTITIES ARE GROSS QUANTITIES AND DO NOT INCLUDE OVEREXCAVATION
SHRINKAGE
QUANTITIES, TRENCH SPOILS, FOOTING SURPLUS, CLEARING LOSSES, ,
^orSUBSIDENCE, ROCK REMOVAL, WIND LOSSES, ETC. THE CONTRACTOR(S) IS(ARE) HEREBY
oak I#ft& BUTILITY Aft'140TICE TV' uvriTRA(P;`T0FF%1
CAUTIONED TO PROVIDE A BID BASED ON VERIFICATION OF QUANTITIES TO PROVIDE A
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. COMPLETE JOB. �, •�' �/ X t
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO MONGA VALLEY WATER DISTRICT (909) 987-2591
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW
DUE WATER/SEWER GUCA REVISED GRADING TO ADD MOUNDING
IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE 10440 ASHFORD STREET
LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IR 1 by. Dan Guerra do Assaciafes
CITY
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. P.O. BOX 638
RANCHO CUCAMONGA, CALIFORNIA 91730 DATEAPPROVEDI
oF�ss, DESCRIPTION OF REVISION
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM GAS SOUTHERN CALIFORNIA GAS COMPANY (909) 335-7965
AVAILABLE RECORDS AND SHOWNliff
AGGQRDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ��` ��
E. GUS �°
PUBLIC WORKS GO
RUCH 0 CAM
TION PART 1 SECTION 5, THE CONTRACTOR IS RESUA
%#IV
PONSIBLE FOR CONTACTING 16231 VALLEY BLVD. c; `�� G'-y0 ME to
UNDERGROUND SERVICE ALERT (OR GALT SON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, FONTANA, CALIFORNIA 92335
DETERMINE THEIR LOCATIONS &e DEPTHS, INCLUDING
WHETHER SHOWN ON THESE PIANS OR NOT, AND SHALLRTO STARTING WORK RN CALIFORNIA EDISQN COMPANY (800) 655-4555PROJECT � `� ���
SERVICE CONNECTIONS WHICH MAY AFFECT OR BE
AFFECTED BY ITS OPERATIONS PRIOR ELECTRIC : SQUTHE R.C.E.RCE 29224 '
ON THE PROJECT, IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE 7851 REDWOOD AVENUE
RESPONSIBLE FOR ANY CHANGES, CALIFORNIA 92336
E A sery 1L o��`�' �"'
Urreenbelt
START OF THE CONTRACTORS WORK, THE ENGINEER WILL NOT B FQNTAN ,
REVISIONS OR MODIFICATIONS. , CITY OF RANCHO CUCAMONGA REPLACEMENT BENCHMARK � cda Ward Mal-----Of
ofi CA�-t�
TELEPHONE . VERIZQN
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS 16071 MOJAVE DRIVE, BUILDING A (760) 245-0330 BM Reset 1994-: 2" brass disk in the back of catch r-� � Ave Q �} �?� �"�Ic�.l ���'
OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND VICTORVILLE, CALIFORNIA 92392 36' south of centerline of 19th Street, 63' west
SHALL CONDUCT THEIR OPER ORS SHALL COMPLY WITH THE basin,
PROTECTED. ALL CONTRACTORS AND SUBCONTRACT of centerline of Beryl Street. Replaces City of Rancho
THE PUBLIC IS AND WITH THE STATE 909 343-5165
"OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, GABLE : CHARTER CABLEVISION ( ) Cucamonga B•M. 10081
OC " � 611,4e"ci
' " ORDERS . 680 VIEW PARK COURT
ENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY 6 DATE
OF CALIFORNIA DEPARTMENT
APPROVED
RIVERSIDE, CALIFORNIA 92503 CALL TOLL F ELEVATION: 7.701
C ENGINEER a. 24953
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS FIBER OPTICS: SPRINT - TRANSMISSION DEPARTMENT (909) 873-8022 1- 00-227-2600
"OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF RECO ME DED
Ct Vj C
COMPLIANCE WITH THE OCGUPATI "CONSTRUCTION SAFETY CIVIL ENGINEERS • ®su oRs DESIGN
LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CON RIA S. SYCAMORE AVENUE
ALTO CALIFORNIA 92376 I�f, A
EMAW
„ RIALTO, 1027143 orvc�, CA s��a
ORDERS .
TWO WORKING DAYS BEFORE YOU DIG SPIKE AND WASHER AT CENTERLINE INTERSECTION OF ( ysa7 Fax t }say-�� DRA .. SH ETwff
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE "CAUTION": Remember that the USA Center AMETHYST STREET AND HIGHLAND AVENUE (WEST).
SE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS notifies
OF
CONDITIONS DURING THE DOUR notifies only these utilities belonging to
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL the center. There could be other utilities ®' •p'� 10271-8 E K STREET DRAWING No.
AND PROPS ,
INDEMNIFY AND HOLD THE OWNER AND THE present at the work site. The center will ELEVATION: �. CHECKED RANCHO CU ®N CALIFORNIA 91730
WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, CONNECTION WITH THE •
ALLEGED, IN GON v tEt E. G ERRa ®A� PH(Mg)987 FAX( )941-1528 .,
Ave
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AL , inform you of who(m) they will notify.
egg
4 o
AV
cil
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
SOLE NEGLIGENCE OF
R. E. 4 . a�
PROJECTSheet No. I of 22
THE OWNER OR ENGINEER.
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CITY OF RANCHO CUCAMONGA REPLACEMENT BENCHMARK
M Reset 1994: 2" brass disk in the back of catch
basin, 36' south of centerline of 19th Street, 63' west
of centerline of Beryl Street! Replaces City of Rancho
Cucamonga B.M. 10081 .
ELEVATION: •
701
SPIKE AND WASHER AT CENTERLINE INTERSECTION OF
AMETHYST STREET AND HIGHLAND AVENUE (WEST).
ELEVATION: 1543.35
L;ON TRUdTIO
" .C
.
C
, -�C } COMPACTED NATIVE (12F' F % I I COMPACTION).
---
1 C S C C
30 --- V BLOCK T F XII Y LCK DRAINAGE.
4RAISE UTILITY CAN FINISH
REMOVE ♦ IS GRADING MOUNDING
1 art Guerra & Associates
REMOVECITY
I F EXISTING CHAIN LINK FENCE. DATE APPROVEI)
REMOVE%__jDESCRIPTION OF REVISION
TIC EXISTING G C E BLOCKRETAINING L, � s�a`
@gat �
C
CONSTRUCT
rn LI 2SL w
x12" I I C
1 INSTALL K UC 121 C PRECAST 1
R.C.E. 29224 PLAN
TRAFFIC—TRAFFIC—RATED GRATE.
EXISTING CATCH � civil_ Greenbeft
K f EXISTING CATCH I CONNECT SE T DRAIN. EPI ¢ Alfreda Ward Maloof '
AS NECESSARY.
OF C
F/0 bald Ave
INSTALL L A A Y Co. —4 4%14" RECTAU T I { 600'±
4. T CP.C.C. TIL LLS DETAIL, H 1, WESTERLY HALF
UNDERGROUND SERVICE ALERT: Van CA t4ellkea APPROVED BY: DAN
& ,Associates C1W ENGWMEER R.C.E. No.
. 24953-1
RECOMMENDED
,
CFVIL ENGINEERS LAND SURVEYORS DESIGN
CrCALL TOLL FREE 10271-B
CA 91730
(9W) 7 FAX(9M) 1-1 Assoc'afes
ET
1-800-227-2600 pH E`t
2—OF
WORKINGTWO
t, that the USA Center
AUTI®N Remember D I . GUE _
C R.C.E. 4 1
t } 7 F ( ) 1-15
notifies only those utilities belonging to
MENOMMEM
the center. There could be other utilities INS PROJECT Sheet No. 2 of 2'4
present at the work site. The center will
inform you of who(m) they will notify.
PROJEdT BENdHMARK.: UNDERGROUND SERVICE ALERT:
CITY OF RANCHO CUCAMONGA REPLACEMENT BENCHMARK
BIVI Reset 1994: 2" brass disk in the back of catch 14
basin, 36' south of centerline of 19th Street, 63' west CALL TOLL FREE
of centerline of Beryl Street. Replaces City of Rancho 1-800-227-2600
Cucamonga B.M. 10081 .
Ito ELEVATION: 1527.701
0 Mai TWO WORKING DAYS BEFORE YOU DIG
Ash, "CAUTION": Remember that the USA Center
notifies only those utilities belonging to
dONOTRUdTION BEN(jHMA,,R K, the center. There could be other utilities
present at the work site. The center will
SPIKE AND WASHER AT CENTERLINE INTERSECTION OF inform you of who(m) they will notify.
co AMETHYST STREET AND HIGHLAND AVENUE (WEST).
ELEVATION: 1543.35
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0 CONSTRUCT 4" P.C.C. (520-C-2500) OVER COMPACTED NATIVE (12" OF 95% MIN. RELATIVE COMPACTION).
z
CONSTRUCT VEHICLE GATE WITH SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. PLAN 1006-C AND
I MODIFIED AS FOLLOWS: DELETE 8 x8" POSTS AT STEP THROUGH, INSTALL 2-1/2" DIA. GALVANIZED STEEL
Uj SCALE.- 1"=30' PIPE END POST AT STEP THROUGH EDGE. REFER TO DETAIL HEREON.
6�__ REMOVE BLOCK AT GRADE FROM EXISTING MASONRY BLOCK WALL FOR DRAINAGE.
%.-.f
UiUj 5 REMOVE EXISTING TREE.
::jj� 0— REMOVE PORTIONS OF EXISTING CHAIN LINK FENCE.
qq�% �D_ REMOVE EXISTING P.C.C. SIDEWALK.
53 INSTALL ALHAMBRA FOUNDARY Co. A-470 4"x14" RECTANGULAR CAST IRON PIPE.
--3
L-12' —18 CONSTRUCT P.C.C. HEAD AND TAIL WALLS PER DETAIL, SHEET 1.
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35. 0
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------ DESCRIPTION OF REVISION DATE APPROVED
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L36 '34
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CITY OF RANCHO CUCA MONGA
1132-5 1 6% .0
_.......... 1z
R.C.E. 29224
PLAN
------ N.G. N 87*1
228.83
N,G�, N.G.
N.Q N.G. N.G. N 89"32'02 E
N.G. 3 L' 3 30.9) CIVIL
- '73.7) 32*6
34. F CA Alfred'a Ward Maloof Greenbelt
35.7 5)
EXIST. MASONRY WALL SqNRY,4�`LL
T_.
A
-E FromA"Meftst Ave to 600'± E/O ArchibaldAVC
0 St-
EASTERLY HALF
Dan 6 twea
'3 'r
APPROVED BY' DATE 4
& Associates
CITY ENGINEE' Y//),'fj� )///"4W R.C.E. NO.' 24953
R
..........
CPALENGINEERS LANDSURVEYORS DESIGN RECOMMENDED
1M71-B TMMMMK MEET
RMCNO CUCMONM, CA 917M DGA Dan 6"ervtct J)
PH (9W)987-M FAX(909)9.41-1528 DR & Associcifes SH T
tv- �r Is-16001 - DGA 10271-B TRADEMARK STREET 3 OF 3
E. UERRA DATE CHECKED RANCHO CUCAMONGA CALIFORNIA 91730 DRAWING No.
.0 2M4 EKP. 03-31 PH(Mg)9874" FAX(909)941-1528 2177 ,
(4-2—.574
PROJECT Sheet No. 3 of 23
DEVELOPER/OWNER
CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
RANCHO CUCAMONGA, CA 91730
9 -477-2740
09
CONTACT:
WALT
• C
NU
SO TH OF HIGH
FROM AMETtlysT STRE.. ET T. O BAROSSA PLACE
LANDSCA'a PE MAINTENANCE DISTRICT NO ,
VICINITY MAP GENERAL NOTES SHEET INDEX
1 T1TLw1w=vm SHEET
PROJECT SITE
Law2 CONSTRUCTION PLAN_
Lwm3 CONSTRUCTION PLAN
GENERAL NOTES.-
I i
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 -UCTION PLAN
Lw4 CONSTR
THE CITY.
>> . AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L,,5 CONSTRUCTION DETAILS
. ALL WORK SHALL.BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'$COMPENSATION, PUBLIC LIABILITY ANL?PROPERTY DAMAGE INSURANCE
I Z"ATION PLAN w=10 '"n
HIGHLAND AVENUEAS REQUIRED BY LAW.
CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT .860-422.4133 TWO
WORKING DAYS PRIOR TO CONSTRUCTION, Lwm7 1RR1(0j% AT108N` PLAN
6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS
REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANES. Lww8 IRRIGATIU" N PLAN
. MALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN
APPROVED BY THE CITY ENGINEER. LIM9 IRRIGATION UETAILS
210
. SLOPES IN EXCESS OF 5 VERTICAL.FEET SHALL HAVE A 2'WIDE T AREA AT THE TOP OF SLOPE,AND ALL SLOPES$HALL.HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF FREEWAY
SLOPE.
Lawl 0 PLANTINU" PLAm In'
9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 80 DAYS)SHALL.COMMENCE. SAID MAINTENANCE SHALL.CONCLUDE ONLY AFTER VERIFICATION OF a Mum
LEAF-OUT,FALL.COLOR,FLOWER COLOR,OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE O THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE
MOWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE,FERTILIZING,AND APPLYING SUCH SPRAYS A ARE NECESSARY
Lou I L-A- I
FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO DEEP THE IRRIGATION
SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE,REQUIRED PRIOR TO FINAL.ACCEPTANCE OF THE WORK BY THE CITY.
10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A.RECOMMENDATION. Lwal 2 PL' ANTING PLAN
_w
cc 19TH STREET
11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-43W525.
L,, 13 PLANTING DET AAa I 'LS
12, CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
• BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8n WIDE X 6"DEEP CONCRETE HEADERS
• BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-W WIDE X 6"DEEP CONCRETE HEADERS
• BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"VIDE X 6"DEEP CONCRETE HEADERS
• BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS
13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,AD ADJUSTED AS
NECESSARY TO MEET FIELD CONDITIONS AS APPROVED Y THE.PUBLIC WORKS INSPECTOR AND PRDJECT PLANNER,PRIOR TO FINAL CONSTRUCTION,
14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
•
PLANT IN ACCORDANCE WITH CITY STANDARD PIANS,
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.
PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
MA INTENAaN"CE RESrr6'%0N,*03k1B1L1TY
Ujr 11
%allouLTANTS
IN I
L A N D S C A P E CIVIL ENGINEER-:
ARCHITECTURE
DAN GUERRA & ASSOCIATES
SITE PLANNING 271 TRADEMARK
LANDSCAPE QuANTITIEZ5
RANCHO CUCAMONGA CA 91730
w 10221-A Trademark StreetTEL 987-4306
Rancho Cucamonga, FAX (909) 941-1528
d w A AY
Tel (909) 484-2800
Fax (9091 484-2802
LU
TOTAL SQUARE FOOTAGE 168,€I19 SF
1-155j;; i. JL TOTAL ACRES S. D Acres Richard lr° tnViede c..
#29115
Ly .."qm BS OS' .,.N*^+^ P icf..«w. 'w
a� LANDSCAPE HE 147,179 SF CA LicI #2834 ; Li
qd_ r IRRIGATION AREA 51,499 SF NV Lac.#44
4} KION-IRRIGATED PLANTER AREA 54,910 SF
..�€ . .k COBBLE AREA 40,770 SF CONT T. `�
F--' SIDEWALK R 4`WIDE 9,640 SF
-� Im
SIDEWALK-OVERT NIDE 11,200 SF
HIGHLAND AVENUE QTY, SIZE
LMD AREA TREES 10
Tristaniopsis laurina Nater Gum 01 EA 15 gallon
Quercus agrifolia Gast Live Oak 50 EA 15 gallon
CITY
Plata us racemosa California Sycamore 21 EA 15 gallon w DESCRIPTION OF REVISION DATE AppROVED
x Chitalpa tashkentensis Chitalpa 8 EA 15 gallon
.�
Lagerstroemia i,"Tuscarora' Crape Myrtle Hybrid-Pink S EA 24" x
CITY OF HANCNO- CUCAMONGA
01 ALFREDA , WARD MALOU`%F
0
e / dGREENBELT
tCwN EtOH :M
South of Highland Avenue
From Amethyst Avenue to Barossa Place
e
im
NA
TITLE SHEET
APPROVED
.. W _ .... .......wow.`tl„ L'^'•�Y' 'w?.�'� �^SF%t�+. ..w..,,;,�L�.g
t • DATEp
S C A pfd'
LMD ARE�_k
CITY ENGMEER RCE No. 24953
CSM I1
ARCHITERRA DESIGNROMP
c c, TO
GPD LANDSCAPE ARCHITECTURE
SITE PLANNING
s n to 10221-A TRADEMARK STREET
rRANCHO CUCAM€DNGA,CA 91730
P�° JLP
(909)484--2840 PAX: (909) 802
L4 OF
e'► pate2834
LANDSCAPE ARCHITECTURAI PLANS
Is
ALFREDA VVARD MALOOF GREENBELT
U LAND AVE E
NO.,
C/32177
DA / / JOB NO.
PROJECT Sheet o. 4 of 2
w
z
w CONSTRUCTION NOTES
1% 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT
10
40 7 HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE
LANDSCAPE ARCHITECT AND CITY. THE CONTRACTOR SHALL ASSUME FULL
ATTENTION OF THE
RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.
W
6 X
4 10 2. FOR SITE GRADING,SEE CIVIL ENGINEER'S GRADING PLAN.
EDISON 2 3 4 9 20 11 1
VAULT CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
eel UTILITIES,PIPES AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST
1100
INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.
V
F RK
4. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS
REQUIRED. REFER TO IRRIGATION RUNS.
NOT—A—PART LAND AVENUE
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS
53 54-WO
AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.
w
w B D C D 10 ft w
__N %r,. jffl.D mo= ,,, '-'--�_,'W M p
6.
cc 4F 41 CONCRETE SURFACES SHALL BE FORMED WITH LONG,SMOOTH GRADIENT TO REDUCE DIPS,
Cip
A 1B
C C�6 Dff %Ir CO
C ABRUPT CHANGES AND SHARP TRANSITIONS.
PA D
DOB
U) U) 38 00
W"�"M'XPA 7. ALL CURVILINEAR WALKS,CURBS,MOWSTRIPS,AND WALLS SHALL HAVE ACONTINUOU M TH
15
w 4 20
tug mlx�vsm M CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO
fs=�n =pm 0 m�w a 0 TM=M ,"a 10 I= W
C
A BEGINNING THAT PHASE OF WORK.
PA
Al
B
IF IN THE FIELD,SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS,THE
DESIGN ELEVATION SHALL TAKE PRECEDENCE.
PA < 9. FOR CONCRETE INFORMATION,REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION(GREEN BOOK: 2000 EDITION PER THE CITY OF RANCHO CUCAMONGA), REFER TO
LA ION,
w SECTIONS 4,201,303,AND 400,AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTAL T
w PA
A -UP.
PRE AND POST INSTALLATION OF CONCRETE WORK,MATERIALS,LABOR,AND CLE N
2 PA PA PA z
9D
<
C
PA PA
PA CON04"TRUCTION LEGEND
6
PA
U1 4"THICK NATURAL COLOR CONCRETE TRAIL. SEE DETAILS E&F. (CITY STANDARD),SHEET L-6
'M
S
TRAG PA PA
COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-6.
PA
QA) THICK COBBLE PAVING.5"CONCRETE BED.SEE DETAIL A SHEET L-6
IMIT OF WORK SHEET L-6
U3 6"WIDE CONCRETE HEADER,SEE DETAIL C(CITY STANDARD 634
B
I ITY
r4 LANDSCAPE 13OULDER AVAILABLE FROM LOCAL QUARRY APPROVED 13Y THE CITY SEE DETA L B(C
STANDARD 542-A),SHEET L-5
A-42
10 4 3 2A 3 18 4 20 2 3 4 20 13 18 2 3 4 13 B-369
yo
C-24
D-18
TECT IN PLACE.
EXISTING CITY SIDEWALK,PRO
8 12 2 3 4 13 1 20
EXISTING CURB AND GUTTER,PROTECT IN PLACE.
EXISTING SITE UTILITY PER CITY ENGINEERS PLANS,PROTECT IN PLACE.
w
EXISTING FIRE HYDRANT,PROTECT IN PLACE
z
w EXISTING TREE TO PROTECT IN PLACE.
>
5
< RIGHT OF WAY/PROPERTY LINE.
q CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRIC CONDUIT FOR FUTURE PATH LIGHTING. SEE
C>
+ DETAIL G,SHEET L-5.
"D
< W
0 U2 STORM DRAINAGE GRATE PER CIVIL ENGINEER'S PLANS.
LjEDISON @) wMrAvomm an
VAULT V Cf, ox wmwzwm� Aw
0a w j SWALE FLOW LINE PER CIVIL ENGINEERS PLANS.
<
OF WORK Uj 104 1/2"THICK EXPANSION JOINT W/JOINT SEALANT WITH 60'SPACING.COLOR TO MATCH ADJACENT
CONCRETE(601 SPACING). SEE CITY SPECIFICATIONS FOR JOINT DETAIL AND SEALANT.
NOT—A—PART HIGHLAND AVENUE W_i�yp WEAKENED PLANE JOINTS(101 SPACING).SEE DETAILS E&F. (CITY STANDARD),SHEET L-S
554W
w F_
EXISTING STREET LIGHT TO PROTECT IN PLACE.
w w
pro-=MN' oft VqWr im 2.4�- 111.11v-='ar r.m wa Vm"wpw.VjM wp,*
w OMITTED
ALIGN W/PL
A.
BLOCKWALLPER CITY CIVIL ENGINEERS PLANS.
I C.")
09 10'-Y'TYP
M M�M 0 mum'w zo
MR=0 kmnw'V 1�
ce) DRAINAGE STRUCTURE PER CIVIL ENGINEERS PLANS.
ce) C"04
fa�ft:1.1-4 W , =...4 W
po*ww– C%j C#j
a –2 s Ir., w -M I
CD avm2m co to 00 w
-----------�x
Cn DEPRESS CONCRETE HEADER AT SWALE LINE TO EQUAL SWALE LINE FINISH SURFACE.
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[3
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CM OD ;ee) -r— %.M — CONTRACTORS SAFETY NOTE:
-1 cl ft"'4'
CD co CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE
w w
C) Cl) AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED.CONTRACTOR SHALL
co CIO
fp r, z PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES,
&) *ftftm 00
4� Cy
CM BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED.
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SD CM –1 (0 Ir–
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SCALE: 1" 30'
4�,711
01"e�09V_ LIMIT OF WORK 2'-5
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4
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.......-—------
CITY
DESCRIPTION OF REVISION DATE
"PROVIED
eolTY OF RANCNO CUCAMONGA
ALrKEDA WAR"D MAL" Op-101",
SHEET KEY MA P
(3 R E E N B Ew"T" I"
NOT TO SCALE
South of Highland Avenue
From Am�qe �st Street to Barossa Place
CONSTRUCTION PL4N
15
R�V7AC77
underground Service Alert 1 . 1 "J
APPROVED BY0 DATE
RCE No, 24593
CITY ENGINEER
PLAN CROSS REFERENCES DE1j
RECOM
Call- TOLL FREE DESICIN
ARCHITERRA DESIGN GROUP
LANDSCAPE ARCHITECTURE
FOR NOTES AND LEGENDS, SEE THIS SHEET SITE PLANNING
10221-A TRADEMARK STREET
1--w800
FOR CONSTRUCTION DETAILS, SEE SHEET L-5
RANCHO CUCAMONGA,CA 91730
FOR CONSTRUCTION SPECIFICATIONS, REFER TO CITY OF RANCHO CUCAMONGA SPECS. (909)484-2800 FAX: (909)484-2802
CHK OF
422,4133
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 2834
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10
TWO WORKING DAYS BEFORE YOU DIG JLP/JRC DAIL, 09/12/07 JOB NO. 0626-5 _ 2177
60 0
PROJECT SHEEF 5 OF 23
---------...
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CONSTR'k'j"C"`1"1ON LEGEND
rum
4! THICK NATURAL COLOR CONCRETE TRAIL SEE DETAILS E&F. (CITY CONTRACTOR SHALL INSTALL UNDERGROUND ELECTRIC CONDUIT FOR FUTURE PATH LIGHTING.
STANDARD 520C-2500),SHEET L-fi 01
SEE DETAIL Q SHEET L-5.
re
COBBLE PAVING,SEE DETAIL A(CITY STANDARD 542),SHEET L-6, -3 __08
(D 102 OMITTED
40h Date
(�A) THICK COBBLE PAVING.5"CONCRETE BED.SEE DETAIL A.SHEET L-6 9 SWALE FLOW LINE PER CIVIL ENGINEER'S PLANS.
3 6"WIDE CONCRETE HEADER.SEE DETAIL C(CITY STANDARD 534),SHEET L-6 OF CN
U4 1/2"EXPANSION JOINT W/JOINT SEALANT WITH 60'O.C..COLOR TO MATCH ADJACENT CONCRETE, SCALE: 1" 30'
SEE CITY SPECIFICATIONS FOR JOINT DETAIL AND SEALANT, Islip plampalp
LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY.
SEE DETAIL 8(CITY STANDARD 542-A),SHEET L-6 WEAKENED PLANE JOINT(101 SPACING),SEE DETAILS E&F. (CITY STANDARD),SHEET L-5
A-42"
EXISTING STREET LIGHT TO PROTECT IN PLACE,
B-36 106
C-24 07 MAINTENANCE VEHICLE GATE WITH PEDESTRAIN ACCESS.SEE DETAIL D,SHEET L-5
D-18"
BLOCK WALL PER CITY CIVIL ENGINEERS PLANS.
08
EXISTING CITY SIDEWALK.PROTECT IN PLACE. CITY
U9 DRAINAGE STRUCTURE PER CIVIL ENGINEEFVS PLANS, DESCRIPTION OF REVISION DATE
"PROVED
U6 EXISTING CURB AND GUTTER.PROTECT IN PLACE, DEPRESS CONCRETE HEADER AT SWALE UNE TO EQUAL SWALE LINE FINISH SURFACE.
200
17
EXISTING SITE UTILITY PER CITY ENGINEER'S PLANS.PROTECT IN PLACE. CITY OF RANCNO CUCAMONGA
OMITTED CONTRACTORS SAFETY NOM: VF
A LTo 1 K`E D A W A, D M A L 0 0 1`*'
CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE Sr' 1`EET KE%T'f MA P
EXISTING TREE TO PROTECT IN PLACE, AT ALL TIMES U NTI L TH E PROJECT HAS BEEN COMPLETED,CONTRACTOR 8 HALL
z (D NOT TO SCALE (3 REENB Er"T T
PROVIDE TEMPORARY FENCING AT WORK LIMIT LINE,WARNING CONES,
RIGHT OF WAY/PROPERTY LINE BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. South of Highland Avenue
From Amethyst Street to Barossa Place
under---round Service Alert CONSTRUCTION PIAN
ss-4,4�1 I�-_
F y
APPROVED BY. DATE-.,9/e_M�
Call" TOLL FREE
0 CITY ENGINEE RCE No. 24593
PLAN CROSS REFERENCES
I�ECOMNMNDE
ARCHITERRA DESIGN GROUP
vill
111-800 GPD LANDSCAPE ARCHITECTURE
7T
FOR NOTES AND LEGENDS, SEE THIS SHEET AND SHEET L-2 SITE PLANNING
TV
Tm'
FOR CONSTRUCTION DETAILS, SEE SHEET L-5 10221-A TRADEMARK STREET S
422,m4l33 RANCHO CUCAMONGA,CA 91730
FOR CONSTRUCTION SPECIFICATIONS, REFER TO CITY OF RANCHO CUCAMONGA SPECS, (909)484-2800 FAX: (909)484-2802
2 CHK L-3 OF 13
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-7
TWO WORKING DAYS BEFORE YOU DIG CHECKbij RIA NO. 2834 M.TT
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-1 I
JLP/JRC DXFE 09/12/07 JOBNO- 0626-5 2177
PROJECT SHEEr 6 OF 23
0Z
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V.-
CONSTRUCTION LEGEND
Y .f
z OMITTED
COBBLE PAVING.SEE DETAIL A(CITY STANDARD 542),SHEET L-5.
2A THICK COBBLE PAVING. zz CONCRETE BED.SEE DETAIL A,SHEET I.a
_,.
441
s
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7 15 6 16
LU 6”WIDE CONCRETE HEADER.SEE DETAIL (CITY STANDARD 534),SHEET L-
X LIMIT OF WORK
cc: LIMIT OF WORK
4 LANDSCAPE BOULDER AVAILABLE FROM LOCAL QUARRY APPROVED BY THE CITY.SEE DETAIL B(CITY
STANDARD 542®A),SHEET L-5
5+00 664W' s f9i9+Q � A_42"
lJ® "
D M 13
OMITTED
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EXISTING CURB AND GUTTER.PROTECT I
PLACE.
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OMITTED
3 2 4 13 2A 2 4 1 13 3 13 SWALE FLOW LINE.PER CIVIL.ENGINEERS PLANS.
3 2 3 4 13
BB t
OMITTED
e a
OMITTED
16 EXISTING STREET LIGHT TO PROTECT IN PLACE
D.
15 BLOCK WALL PER CITY CIVIL ENGINEER'S PLANS.
� r f :' OMITTED
„ a 2 DEPRESS CONCRETE HEADER AT SWALE LINE TO EQUAL SWALE LINE FINISH SURFACE.
a
wCONTRACTORS SAFETY NOTE
z LU
CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE SITE SAFE AND SECURE
AT ALL TIMES UNTIL THE PROJECT HAS BEEN COMPLETED,CONTRACTOR SHALL.
Ljj PROVIDE TEMPORARY FENCING AT WORD LIMIT LINE WARNING CONES
IU-U9 TYP LIMIT1U-011 TYP LIMIT BARRICADES,SECURITY PERSONAL,ETC.,AS REQUIRED. '
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Date
OF C IN
GALE: 1" 30'
CITY
DESCRIPTION OF REVISION DATE
"PROVED
CITY OF RANCNO CUCAMONGA
ALFKEDA WAR"D MAL" 001"'
S11"EE"i K' 'OEY MAP
NOTT
South of Highland Avenue
From Amethyst Street to Barossa Place'
CONSTRUCTION PLAN
underground Service Alert
L Z.
APPROVED BY
2
e p
s ` DATE:
PIcP7107
CITY ENGINEERRCE 24593
Call- TOLL FREE PLAN LC"'ROSS REFERENCES
a37 ,. .,,.. ..r :a :
4
�. n{ t. .r.3'�c �.. ,`3° ;cn-•te'Grq,�
g-
DESIG7 RECOMMENDED
UP
6pDESIGN
I MJJy
LEGENDS,FOR NOTES AND 1 0-M800 SEE THIS SHEET AND SHEET L GPD LANDSCAPE ARCHITECTURE
T
FOR SEE SITE PLANNING( � ( SHEET
EET
FOR 422-4133 .� TRADEMARK STSPECIFICATIONS, TITS A H � ,CA17
CHK
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-8 L-4 OF 13
PLANTINGFOR CORRESPONDING .T !
PROJECT SHEET 7 OF 2
WRTAREVENWITH FLATSIDEUP
CASEI CURB CURBANDWALK TOOL MOITrAR JOINTS TO ACCENT COBBLE.
COBBLESTONE SIDEWALK
.4 -4
:3�MNIWM CONCRETE BED
UNDERNEATH COBBLESTONE
CASE2 BOULDER PER STD W-A BOULDER SIZE AND
(LOCATE PER PM) T WN SOIL DEPTH AT
COBBLESTONE EDGEbFCOBBLE LOGA11ON PER PtAN
CONCRETE HEADER-1124 RADIUS
EXPOSED EDGES AND FINISH PER PLAN
I"IN LAWN (INSTALL AT GRADE LEVEL AT SWALE
/21 POLY-FOAM
EXPANSION JOINT ;?IN PLANT BED CROSSINGS)
3-11?MNIMUM
66 OR Er FINISH GRADE
CONCRETEBED 5"
GASE3 [18�EE N�OTE 2 FOR D,G.OR COBBLESTONE
F,S,SHALL BE FLUSH WITH
10RADIUS
WRTAREDSTONE SWALE JL
ZMAX TOP OF CONCRETE HEADER
EFT
V
zo
IrCONCRETEBED CONCRETECURR
COBBLESTONE BENEATHCOBBLE W1#3BAR
43 RE-BAR CONTINUOUS
7 MN./4�=.RAD. (UNLESS OTHER�VISE INSTRUCTED)
CURB GUTTER SEE DETAIL FOR
POO=1 CURB ENDCONDITION
a. PER CITYSTD 634 ADJACENT HARDSCAPE
el PGC bow CURB UNDISTURBED NATIVE SOIL REFER TO PLAN
PERCITYSTOW
PLANTER COBBLESTONE
AREA HARDSCAPE
LEGEND.
SIDR-VALK RDSCAPE
r 4 1 4�'DIA.SCH.40 GALVANIZED STEEL PIPE, FILLED W CONCRETE
-JOIN AT RIGHT ANGLES JV.) 2,r 4�4
VmWiVN%kRAD. EXISTING CURB PAINTED RED,
ORWALK
NOTES, NOT ES: NOTES"
END CONDITION
1.CONCRETE CLASS 520-D-2=, 1,BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 113 OF BOULDERS DEPTH INTO SUMRADE AS GATE CONSTRUCTED OF 2 1/2"GALVANIZED STEEL PIPE.
i,PROVIDE SCORE JOINTS AT 19-0GC�AND VWEXPANSION JOINTS AT 20'-V'O,G,
kl�
2.ROCKSIZES UNLESS OTHERWISE SPECIFIED,SHALL BE: SHOIM.PLACE BEFORE FORMfNG CONCRETE PAVING,LANDSCAPE ARCHITECT TO APPROVE
BOUWERS:ld�i aO'-NN,IV BOULDER$AND SPOT LOCATIONS PRIOR TO INRTALLATION. 2,V'WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED
COBBLESTONES.MAX.18�-NRN.V'WFTH ONE FLAT SIDE �rl TURF. HINGE CREATED BY WELDING CROSS MEMBERS TO A 3
3,BUJLDERS SHALL HAVE V3 EWEDheff,COBBLES SHALL HAVE PJ3 EMBEDNENT 2-1 r4 PC tY+OAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDER$. (0, 3.CONCRETE TO BE 52(�C-?WO MIN. Jt GALVANIZED STEEL PIPE SLEEVE WITH CAP SLIPPED OVER 4�
LO
4.ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASSV MORTAR,I PART CEMENT TO RZI PARTS SAND,2WO MI I&ADJACENT CONCRETE PAVING POURED AROUND BOULDER,SEE CONSTRUCTION PLAN. 0
PORTLAND CDAENT CONCRETE.(NO-DRY-PAW IS ALLOWED) 6 4.HEADERSTO BE USED AS EDGE TREATMENTSS TOALL COBBLE AREAS,AS AN EDGE
rzr 04 UPRIGHT GATE POST.
B.ASAWLEARFA h�'N 40SQ FT.,SHALL BE APPROVED BY THE CfTYiNSPECTOR,PRIOR TO PROCEEDING VffH 4,9(rla COMPACTED SUB-GRADE. TREATMENT TO ALL NOIN-HARDSCAPE LIMITS OF WORK,AND BEI'WEEN ALL TURF AND
Rtwm fi7odRWbRK. GROUNDCOVER AREAS.
_S ( 4 ) SINK POSTS 40".GATE SHALL NOT SWING INTO PUBLIC R.O.W.
a FINAL RESTING POSIT ION OF ALLROCKSTO BE APPROVED BYTHE THE CITY INSPECTOR. a 2 CM
T ROCKS SHALL BE SMDOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE[RON CONTENT.
8.ALLCOBBLE STONE AREAS SMLL HAVE 659 CONCRETE HEADER A13 AN EW EAT PLANTING. CHAIN SHALL BE 3/8"X 1 3W X 11/4"MILD STEEL AT 18"LONG,
tb
I& V1fiTH N THE R
K BE PR
9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXISTANDMAIN17AIN A 21k IAN.ATALL Ti S 11 O.W :;r THE CITY,
7-:7 LOC
6 CITY OF RANCHO CUCAMONGA, CALIFORNIA 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA CONCRETE DRIVEWAY.
"IN
RIVER WASHED GRANITE
BOULDER PLACEMENT CONCRETE HEADER f '71 METAL PLATE WELDED TO UPRIGHT PIPE ALLOWS GATE PIPE TO
COBBLESTONES 542 542-A 534 SLIDE UNDER
U1 CFY ENGUEER W CrrY04024EM OAM ST��NDARDSPCCFrATIONS FOR RIK(C 4�OWS CONSTRUMN
> 01-YENGNEM OME L;S�.WTH SI'MOPRO SPEMICATION$FOR PUMtCWORKS C014STRUrTION ty R,C.F-. 24953 ff 24953
W, _113--lFt I OF I
R.C'E 24M
U8 METAL PLATE WELDED TO UPRIGHT PIPE ALLOWS GATE PIPE TO
SLIDE UNDER.
NOTE
DETAIL SHOWS OPENING DIMENSIONS,REFER TO CITY STANDARD
DETAIL#1006 FOR MATERIAL,SIZES AND SPECIFICATIONS.
BOULDER BY PAVING C 0 N C"'R E"T E E A D"E"R V MCLE GATE w/ PiEwDESTrRAIN ACCESS
COBBLE PAVING
SCALE- CALE' N.T.S. E: N.T.S. SCALE* N.T.S.
SCAL
KENED P
Py max TIGUOUS :2
P) NON-CON 0
WN 0
OUR $�M%IVALK SIDEWALK CC NOTES:
SM 'NN
EXAMPLE OF WEAKENED PLANE JOINT
TIGUOUS
ALTERNATE NO.1 ALTERNATE NO.2 ON-CON (TYPICAL) I.The drive approach shall be constructed mfith 620-0-2500 P-C,C.If the approach is to be
AMFi,'RAMP
"WINW APPROACH STRAIGHT APPROACH SIDEWALK used soon after installation,a high early strength concrete mix(660-0-4000)may be used
1� **i*' EXAMPLE OF F.G.
A JA IV MAX & RCONTIGUOUE as approved by the City Engineer. --------A
-CURB&GLITTER IrC.R SIDEW LU
SMV IN cre.F. BACKFILL. SEE
Ila= B al t!ze:WEAKENED PLANE 2. A white pigmented(TYPE 2)curing compound per section 201-4.1 shall be applied to SPECIFICATIONS
WEAKENED PLANE A exposed concrete surfaces per section 303-5-6. F_ 0
EXP JT= EXPANSIONJOINT COLD JOINT A ROUNDED R o- Z
ORCOLD JOINT MEDIUM OOM
WPJ= WEAKENEDPLANEJOINT LU
BCR= BEGIN CURBRETURN 3. When installing a drive approach Mere curb and gutter exist,the entire curb and gutter W
UNDERGROUND WARNING TAPE
ECR= END CURB RETURN ------------- shall be removed. "CAUTION—ELECTRIC LINE
SEC'RON A-A
SL = SCORELINE
StW = SIDEWALK BURIED BELOW"AS DISTRIBUTED
4. On severe water carpying streets special designs may be neemary. cr- CL
P = PARKWAYWIDTH BY SETON NAME PLATE CORP.OR W
URB
�f SHINER, W LIP(10 R) M 1:
EOUAL
ATFLOW IUJNE S. The total width of all drive approaches shall not exceed 40%of the lot frontage.
SfW 4�MINIMUM
RAMAL 9 MIN.ADJACENT TO WALLS ROADWA SECTION B-B EXPANSION JT. EXPANSION 0
Ua I/Lrn REMOVALLIMITS REMOVAL UMrM
V MIN.ADJACENT TO CURBS S ........ 6. The difference in the slope of the driveway ramp and the slope of the five(5)feet of the 2000 P.S.I.CONCRETE CD
P1 2.51 MINIMUM FOR CURVILINEAR ONLY &-Cr sreet adjacent to tie gutter shall not exceed 15%.
V PLUS CURB TYPE R-1 U.1
_J
92 0,6 MINIMUM
z
7. TYPE R-1&2:
P,
RAQ p, +Sroj USE ONLY WTH PRIOR APPROVAL OF CITY ENGINEER a. L.Ise for single family residential properfies on local midential streets.
11r R. OH"VARIES FROM FULL CURB HEIGHT AT NOTE.CURB RETURN TO BE b� "Wo shall be 12 feet minimum,16 feet maximum for 1 or 2 car garages and 24 feet
ROPERTY LVIE STREET TO ZERO AT SIDEWALK POURED MONOLITHIC maximum for all others.
CONTIGUOUS
1. WEAKENEDPLANE JOINTS SHALL BE USED FOR .. .............................. ............... ---- WITH DRIVE APPROACH
ALLJOINTS,EXGF-PTEXPANSION JOINTS SHALL SIDEWALK c. The outermost edge of the approach shall be minimum of 5 feet from the projection of
SPACERS(TYP)
BE PLACED IN CURBGUTTER AND SIDEWALKAT 1011 CURB HEIGHT PLUS 8'min, the side property line,10 feet from a B.C.R.and 20 feet betwen approaches on the same
THE BCRANDEC%ANDAROUND U11LJTY POLES WEAKENEDPLANE JOINT(TYP) SECTION A-A
lot unless otherwise approved by ft City Engineer.
LOCATED IN SIDE ALKAREAS. R-T(TYP) 0
2.CURB AND GUTTER SHALL BE CONSTRUCTED SCHDULE 40 PVC CONDUIT
SEPARATELY FROM SIDE WALK. S 4�MIN, 8. TYPE Q 11�
SIZE(S)& NUMBER AS
&WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED a. LJse for all cases other than 7,a.above. REQUIRED
AT REGULARINTERVALS NOT EXCEEDING 10 FEET
WALK AND CURB JOINTSSHALL BEALIGNED. #C 8 b. The radius"R"of the curb rebsn shall equal the distance from the curb face NOTES.
V MIN. 3W UP(1/2'R)
to the near edge of the sidewalk with a minimum of&5 feet and a maximum of
4�0SHINEIr
—CURB&GUT ER 20 feet The curb return shall be poured monolithic mfith the drive approach. 1 SLOPE RUNS A MIN.OF 4�' IN 100 FT.BF-TWEEN MANHOLES,
AT FLOW LINE S)MW
CURS B V MIN OR MANHOLE AND VAULT,OR CABLE RISERS.
X=T MIN X=T PT c, For single familg residential properties on collector or larger streets,V"shall
- 2 RUN SHALL BE STRAIGHT WITHOUT ANY HIGH OR LOW POINTS
Wpi ROADWAY SURFACE ------ conform to note 1. and the concrete thickness may be reducm to 6 inches.
SECTION C-C .......
OUTTE ............................. . 8 BETWEEN ENDS.THE HIGHER END SHALL BE AT A VENTILATED
( d. For streets Wth cobble curb&gutter(Standard Plan 105-13),theCDbble shall
MANHOLE,VAULT,OR CABLE RISER.
TYPE R_ I extend as far as possible into the curb return.
SECTION 13-13
TYPE C
CITY OF RANCHO CUCAMONGA,CALIFORNIA
C, CITY OF RANCHO CUCAMONGA,CALIFORNIA 'I
APPROY MDV�
ce-1 7PROIT-00y� STANaARDNW1 CITY OF RANCHO CUCAMONGA, CALIFORNIA
SIDEWALK AND RAMP DRIVE APPROACH &SIDEWALK. CITY OF RANCHO CUCAMONGA, CALIFORNIA
101 STANDARD PLM
wpwwen By-,
LAYOUT AND JOINT DETAIL 103 77-70-17 STAIND.W10
I
-A-0 ary 64'L�NEL--A 40%mom
NUICV�ORYSCONMUCTION DRIVE APPROACH &SIDEWALK LU DRIVE APPROACH&SIDEWALK
101
RO'E' 24M3 101
I-CTT-TY—Fu0F4E-FJ rry ENGINEE 0 SHEET 3 OF 3 'NON—RIE"INI—mmORCED UNDERGROUND DU
S I ANDARD SPECIFICATIONS FOR PUBLIC WORKS CONMUM
70P RIMIC WORKS Cal'STPUC110N OF 3 U SE VVI I H, I I
SIDEWALK LAY"'l—OU"T & JOINT DRIVE 'Am PPROACH' & SIDEWALK` . __ -- 1
11 Jill 1119=11
-0 t%0 SC A P,�p
SCALE.' 1 1
SCALE: N.T.S.
.UM
SCALE:
co
1 5 re
7 -08
0 13 1%- Date
OF C I.
CITY
DESCRIPTION OF REVISION DATE Appu
OVED
i V!I ON
CITY OF RA'NCN0 CUCAMONGA
A
ALF"REDA WARD MAILOOF
R *E E N BE'll_'d T
South of Highland Avenue
From Amethyst Street to Barossa Place
CONSTRUCTION DETAILS
------- g 1,Jim 1,
7
APPROVED BY* DATE:
CffY ENGINEER RCE No. 24593
=JCOMW�N13 1:)
ARCHITERRA DESIGN GROUP
T'r P
LANDSCAPE ARCHITECTURE
SITE PLANNING
10221-A TRADEMARK STREET
SCALE: SCALE' RANCHO CUCAMONGA,CA 91730
SCALE* SCALE: CHK (909)484-2-800 FAX: (909)484-2802 L-5-OF.13-
--CHECK P\1A No. 2834
D�kTE ILIL07 NO, 0626-5 `177�
MCLJLE� JOB
P
4'
4 CONCR%1BE0 CR
00 BLE
24'
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BOULDER F
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PROJECT Sheet No. 8 of 23
W
PRESSURE LOSS CALCULATION WVALVES PRESSURE LOSS CALCULATION 1131 VALVES
z
PRESSURE REGULATOR MODULE(PRS-D)NOTE- Water Meter: Size 21'- Water Meter: Size 2
W
CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS Elevation: 1538 Elevation, 1510
NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACHVALVE. >
50 0 Static Pressure- High 50 Low 40 Static Pressure'. High-50 Low-40L__
< QVWD- RAYMOND
Source Of Information: CVWb-kAYMOND Source Of Information:
40 W Phone Number- 909-987-2591 Phone-Number, 87-2591
0 MAINLINE NOTE: Date Of Inforrrl�tion: 1/30/07 Date Of Information'. 1/30 LO7-
MAINLINE SHO�VN ON THESE PLANS IS DIAGRAMMATIC,
CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS,
A23 (1322 CONTROLLER 13) Remote Control Valve: _R22 (A23 CONTROLLER A)
Remote Control Valve:
Maximum Demand: 31 Maximum Demand.* (31 CONTROLLER A) G.P.M.
EDISON _(32 CONTROLLER 13) G.P.M. 3Z
0 VAULT <
j Elevation of Highest Head: 1542 Elevation of Highest Head'. _1512
<
Qty. Size Item Flow P.S.I.Loss Size Item Flow P,S.I. Loss
OF WORK
@ 63 gpm ---IQ-
110121 1
11 SPIN;': 11 Water Meter @ 63 gpm 21 Water Meter
Pressure Regulator -- Pressure Regulator
NOT-A-PART HIGHLAND AVENUE j - nit e @ 63 gpm ____12,0_,
55+00 R.P.Backflow Device @ 63 gpm 12.0 R.P,Backfiow Devic
@ 32 gpm __JA_
W W 111,V FlowMeter @ 31 gpm__JA_ Li� Flow Meter
W --110-Master Valve @ 31 gpm 1.3 110- Master Valve @ 32 gpm ___U_
ri
Mm M, Gate Valve (s) @ 32 gpm ---QA-
cc
* T� I --=-' Gate Valve(s) @ 31 gpm
10 1 1P
I @ 32 gpm _32-
_210-Main Line @ 31 gpm _t0A0L_ --2VZ- Main Line
A 0 10
% '? N 0
% '0 % I
2-P AN _-UN-R.C.V.Assembly @ 31 gpm __jj&!__ R.C.V.Assembly @ 32 gpm ---23-
11�-..Z
% -- W 3&�_Lateral Line ___3Lt_ Lateral Line
A 6 N
I P�'a Lateral Line
MOW�?z Lateral Line _D21- _-JOL-
',D A24
OWN emm ,Wz 10� Lateral Line
MAW-
A25 A23 A22 __11A!�_Lateral Line
U) won mmm 0�ft NNW -Lateral Line Z' Lateral Line
A --,-S 0 k W 7, mom wow 0-0 I.M
XPOMN lj��Oftj t,,,= won a" Fittings Loss(10%) 8
wr""0 g�,r 2.6
1 D � & 11 .1-- _�_ �n , W , -- __- Al2 mom van wow D Fittings Loss(10%) 2.5-
A --oft own im %18 A VON A
r_v�� 0 D Elevation Change(+ 4' @ .433 __1.-73 Elevation Change(+ 41 @ .433 _j.73
I I 4L; A A14 A <
A D "a* A17 :D mom X A A A
AIR 15
won VMM WNWOM A 29.al
W D Total System Losses, Total System Losses: 30.13
B A A e 0" 30.00 AQUO-0
A Pressure to Operate Head: Pressure to Operate Head*
A
9D
A A 59.61 60-13
Total Pressure Required: Total Pressure Required,
(9) A
40 40
Lowest Static Pressure Available: Lowest Static Pressure Available:
RA 10 1 A A 40
A Pressure From Pump(if required): 40 Pressure From Pump(if required):
A e
E -qo--�V A A 80 80
Total Pressure Supplied: Total Pressure Supplied*
A
<
A +20.39 Residual Water Pressure". +19.87
Residual Water Pressure:
S D I AJOX).0011 x 22;
A 46 * INCLUDES FLOW FROM CONTROLLER'A'VALVE AND CONTROLLER'B'VALVE
Ale A INCLUDES FLOW FROM CONTROLLERA'VALVE AND CONTROLLERB'VALVE
A Wwa tw
8A A a -vp ao I
A NLARGEMENT
POINT OF CONNECTION E
NINE W
40 so A. 2 1/21'WATER SERVICE LINE.
LIMIT OF WORK 40 1UNE B. 2"WATER METER
EXISIING 12"MW
OR C. 2"REDUCED PRESSURE BACKFLOW DEVICE
D. BOOSTER PUMP
XER. REF. 11.3 HOT TAP PER A E, LINE SIZE BALL VALVES IN VALVE BOX
CVWD STD.I 1A
F, 11/411 FLOW SENSOR
XER. REF. 11.5 M B G. 11/2"MASTER VALVE
H
H. ELECTRIC METER PEDESTAL
G 1. CALSENSE 32 STATION CONTROLLER
TYPICAL SLEEVING NOTE: B J. CALSENSE 24 STATION CONTROLLER
D
CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRES WHERE EVER M
THEY CROSS UNDER COBBLE OR HARDSCAPE,SEE DETAIL J,SHEET L-9. e%
TOW VALVES TOW VALVES
04 Q�`
IRRIGATION NOT ES-19- XER. REF. 11.1 IRRIGATION LEGEND EQUIPMENT G F E E
1, NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS OF CONNECTION, THE
CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, 2"DOMESTIC WATER METERS PER CUCAMONGA VALLEY
INCLUDING HOT TAP AND SERVICE LINE. CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION 2M Mfflffigiffiffi MQQELMMBffi RADIUS
a6PM. E31 L�j
WATER DISTRICT.
PROCEDURES.
th RAINBIRD 1812-SAM-PRS-50 POP-UP-SPRAY HEAD 51 0.10 30 BARRETT IBGA6-3-2-2NFD BOOSTER PUMP-REFER TO DETAIL SHEET L-9 FOR PUMP NOTES AND
2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE REGULATOR OF REQUIRED), SPECIFICATIONS
FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,FOLLOWED BY A MASTER VALV . ALL
EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS' RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD V 0.20 30 WATTS FBV-3 LIN E-S IZE BALL VALVE
RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A
REPRESENTATIVE OF THE CITY. FEBCO 825-YA 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST XERISCAPE ASSESSMENT SYSTEM SUMMARY
RAINBIRD 1812-SAM-PRS-6VAN POP-UP-SPRAY HEAD 61 0.60 30 GUARD SHACK ENCLOSURE MODEL#CGS-1
3. BACKFLOW PREVENTION DEVICE$HALL BE INSTALLED WITHIN A COAST GUARD SHACK CGS-1 ENCLOSURE,AND SHALL BE CALSENSE FIA-1.2513 1-1W FLOW METER
INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 81 0.25 30
@ SUPERIOR 3100 SERIES 1-1/2"NORMALLY OPEN MASTER VALVE 1LJM_GAT1QNR_0inLV"j P-QKT-& REEEBENGEfA_ANM
4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION
8f
ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 0,50 30
XER, REF. 11.2
SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTIL11-Y LINES AND EQUIPMENT,AND ARCHITECTURAL FEATURES, CALSENSE ET2000e A 24-(B 2 STATION ELECTRIC CONTROLLERS ASSEMBLY
81
07-04-24-1-R-M-11RA-R-RI'l DOME+32-M-RR 20 L-6/11.1
5, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT X RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 1.00 30 DOME12-TP-11TP-1 101FS-1.25/MVR/PSR/EMP-22 INSTALLED WITHIN(2) 1. Low gallonage Irrigation system.(20)
OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. RAINBIRD 1812-SAM-PRS-8VAN POP-UP-SPRAY HEAD 81 1.20 30 STRONG BOX ENCLOSURES#SB-228S w/CALSENSE OPTION 2. Automatic controller,(20) 20 L-6/11.2
6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES AND STRUGTURES,AND ELECTRICAL METER-INSTALL IN STRONG BOX METER ENCLOSURE NO.
APPROVED 3. Designed to water plants by watering needs,(10) 10
SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT,AT NO COST TO THE CITY,FOR ANY DAMAGE OF SAID 10
UNDERGROUND FACILITIES. RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 10' 0.40 30 MPS-AI&10K
4. Soil moisture sensors.(10)
RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
7� CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MiNIMAL V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10, 0.80 30 SEE PRS-D NOTE BELOW 5. Rain sensors.(5) 5 L-6/11.4
OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC, THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE
COMPENSATING NOZZLE SCREEN(PGS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,1501 O.C.MAX,WITHIN ROUND BOX.
6. Wind sensors.(5)
RAINBIRD 1812-SAM-PRS-10F POP-UP-SPRAY HEAD 10, 1.60 30
8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE SPRAY PATTERN OF APPROVED CLASS 315 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18"
7, Sensitive to slope factors.(5) 5 L-6111.5
THE SPRINKLER HEADS$0 AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE
SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 101 1.45 30
APPROVED KH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" 8. Reclaimed or recycled water.(5)
OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE
CITY.
-V RAINBIRD 181 2-SAM-PRS-1 2Q POP-UP-SPRAY HEAD 12' 0.65 30 APPROVED SCH,40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,
Total Points Claimed: 60
9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL UNLESS OTHERWISE NOTED
VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL V RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 121 1.30 30 (Minimum Points Required: 60)
TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. APPROVED SCH�40 PVC WIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED.
10� IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 WCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF WATER PER X RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30
WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT15 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 NOTES:
&M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. v RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' 1.30 30 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO OSCAPp
11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE PROVIDE 100%COVERAGE,AND TO REDUCE OVERTHROW ONTO WALLS,WALKS,ASPHALT AND
U
MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED, THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE
RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 151 0.90 30 STRUCTURES,AS MUCH AS POSSIBLE.SEE DETAIL'KI,SHEET L-1 0,
GO
WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE
WIN 11 1
ATTENTION OF THE CITY,
RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.85 30 **CALSENSECONTR 11. R ASSEMBLYW& U AVAILABLE THROUGH
12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000e-24 AND 32-LR w/TP-1,TP-110 AND LR/RR DOME INSTALLED WITHIN A JOHN DEERE LANDSCAPES GREEN TECH DIVISION
STRONG BOX SB-22SS AND A SEPARATE METERED ENCLOSURE MPSA16-10K,ANTENNA PORT INSTALLATION TO BE PROVIDED 0 RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD '15' 3.70 30 PHONE#(909)794-4511 ATTN.:MARK DELANGE
BY THE CITY.THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARDIV111THIN ENCLOSURE.SYSTEM SHALL BE -
Da
OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE,ACTUAL LOCATION OF THE EKC',OSURE TO BE AS DIRECTED BY A ------
REPRESENTATIVE OF THE CITY. (9) RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD 15' 1.85 30 BOOSTER PUMP MODEL#IBGA6-3-2-2/VFD AVAILABLE THROUGH
JOHN DEERE LANDSCAPES GREEN TECH DIVISION
13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE IQ
POWER HOOK-UP FOR THE IRRIGATION CONTROLLER, ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, 0 RAINBIRD 1806-SAM-PRS-1401 w/PA-80 POP-UP BUBBLER 0.25 30 PHONE#(909)794-4511 ATTN.:MARK DELANGE OF CN
COORDINATED AND PAID FOR BY THE DEVELOPER, SCALE: 1 3W
14. ALL SPRINKLER HEADS SHALL BESET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS O'niERWISE BOOSTER PUMP NOTE:
DESIGNATED ON THE PLANS.
16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1W 1) FOR BOOSTER PUMP SPECIFICATIONS,SEE DETAIL L,SHEET L-9.
ABOVE FINISHED GRADE.
2) SEE ELECTRICAL PLANS,PREPARED BY OTHERS,FOR CONDUIT SIZES
AND LOCTIONS, CONTRACTOR TO RUN RELAY&CONTROL WIRES FROM
CONTROLLERS A&B TO BOOSTER PUMP MASTER VALVES AND FLOW
METERS THROUGH CONDUITS.
CITY
DESCRIPTION OF REVISION DATE PPROVIED
A
PRESSURE REGULATOR MODULE(PRS-rD)NOTER
CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS
NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. CITY OF RANCNO CUCAMONGA
AL" FREDA WARD MALU"OF
SHEET KE%T" MAP
('31 R E E N B ELA""
NOT TO SCALE
South of Highland Avenue
From Amethyst Street to Barossa Place
IRRIGATIONPLAN
lift
it
Underground Serv'ce Nert L.. IBM L J., DALTE
APPROVED BY
ms ........
RCE No. 24593
PIPE SIZING CHART.- VALVE SIZING KEY PLAN CROSS REF""ERENCES CITY ENG-INE4 ER
RECOMME-NDEI)
Call- TOLL FREE A 314" 0-8 GPM
DESION'
B lot 9-12 GPM ARCHITERRA DESIGN GROUP
FOR NOTES AND LEGENDS, SEE THIS SHEET LANDSCAPE ARCHITECTURE
C 11 hV1 13-22 GPM Y" BLE
10 VALVE# C-1 10 (3PM �A
IWWW
D 11/2 23-30 GPM FOR IRRIGATION DETAILS, SEE SHEET L-9 SITE PLANNING
1=%,800 E 211 31-50 GPM if I DRAWN 10221-A TRADEMARK STREET S Hmi
VALVE SIZE 314 100 SQ FT. FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 i RANCHO CUCAMONGA,CA 91730
(9m)484-2%00 FAX: (909),*4-2802 L-6 OF 13
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 BLE ...
422,m-4133
2834
CTIEr-K ED--- IU-A NO, G NO,
TWO WORKING DAYS BEFORE YOU DIG JLP/JRC DATE 09/12/07 JOB NO. 0626-5 �2177
P RE RE
SSU
CONTRACTOR'
C SS Y T
FNE E 7AR
50 0
PROJECT SH
MINIMUM
POINT OF CONNECTION NOTE:
CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF
PROPOSED DOMESTIC WATER METER BY OTHERS),BOOSTER PUMP,2"LACK t
FLOW,THEN TEE OFF TO THE 1.11411 FLOW SENSORS,1-112"MASTER VALVES,AND PRESSURE REGULATOR MODULE(PRS-D)NOTE.11
LINE SIZE GATE VALVES. DEFER TO UTILITY PLANS FOR MORE INFORMATION.
MAINLINE TO VALVES AS SHOWN. CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS
EXTEND PRESSURENECESSARE RE REG'
SSURY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE.
EXISTING STATIC PRESSURE: 40 P.S.I.
SYSTEM DESIGN PRESSURE: 65 P.S.I,
MAXIMUM G.P.M.DEMAND: 64 G.P.M.
SYSTEP� W G.P,M,DEMAND: 31 G.P.M.
SYSTEM'B'G.P.M.DEMAND. 33&P.M. MAAIN"NE NOTE"
INLINE SHO ON THESE PLANS IS DIAGRAMMATIC$
PRESSURE AVAILABLE FROM BOOSTER PUMP: 45 P.S.I. CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS.
TOTAL PRESSURE AVAILABLE FROM STATICIB STER PUMP: P. .L
EE P• • ENLARGEMENT a
"w"wamm WIN ow mp am
°� LL
2 63+00
4"WIRE SLEEVEHIGHLAND AVENUE 60+00 s ,
5B+00 59+00 �. ,-- 6"MAIN LINE SLEEVE 6 9!
7
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,..x...:....<r. ..,.r, .w.,,:........: ......,,,r»..: Mx r.....>a.. ,......_,.,or Fb
K
LIMIT111%10 1101121 1 112131,112INNOMM
TYPICAL NOTE:
'~—
CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRES WHERE EVER
THEY CROSS UNDER COBBLE OR HARDSCAPE.SEE DETAIL ,SHEET L- .
EQUIPMENT VALVE C" ALLOUTS
IRRIGATION LEGEND UUNTRU"LLERA'
2"DOMESTIC MATER DIETERS PER CUCAMONGA VALLEY
. . WATER DISTRICT.
" T L NUMBER —DESCRIPTION RADIUS a.-EM.M.
BARRETT I A6-3-2.21�VFD BOOSTER PUMP-REFER.TO DETAIL.SHE L- FOR PUMP NOTES AND
1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 51 •1
SPECIFICATIONS A 1 31 A6 3 All 30 A 16 22 A21 30
NIBCO T-585 LINE-SIZE BALL VALVE 1114" 1495 " 1114,� 1524 11114"" 1274
1 1812-SAM-PRS-5H t • FE 825-YA 2"DEDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST
GUARD SHACK ENCLOSURE MODEL#CGS-1. 17 28 A22 29
6 1 12d 1l F G. CALSENSE FM-1.2513 1-114x'FLOW METER rA A7 27. A 12 30 1114" 1154 1114" 1439
1 1 -P - .2 SUPERIOR 310th SERIES 1-112"NORMALLY OPEN DIASTER VALVE
/ " # 1 "" 1448 1114" 14W
RAINBIRD
RAINBIRD
1812-SAM-PRS-8H POP-UP-SPRAY �* o CALSENSE ET2000e (A)24-(B)32 STATION ELECTRIC CONTROLLERS ASSEMBLY A3 17 A8 6 A13 26 A18 4 A23 31
#CA7-CS4-24-LR- RRILR RR DOME+32-M-RR " "► n 126 '
1812-SAM-PRS-8F AY F 1.00 DOM -TP-11TP-1161FS-1.251MV SRIEMP-22 INSTALLED WITHIN(2) IN 685 1
STRONG BOX ENCLOSURES#SB-22SS til CALSENSE OPTION
µ 1 1.2 0APPROVED ELECTRICAL METER-INSTALL IN STRONG BOX.DETER ENCLOSURE NO.
A4 31 A9 24 A14 30 A 19 30 A24 30
or RAINBIRD MPS-A16-10K
RAINBIRD -1 _ 1 t 0 RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN / 1 1 11 11114"
1616
1 12- SEE PRS-D NOTE BELOW
RAINBIRD
1812-SAM-PRS-10H P„ 10, RAIN13IRD 33DNP NON-POTABLE QUICK COUPLER VALVE,150' O, ,MAX,WITHIN ROUND BOX.
A5 31 A 10 39 A15 23 A20 31 A25 28
1 ( 1 1 p1 FPOP-UP-SPRAY1 1 1# APPROVED GLASS X15 PVC MAINLINE,SIZE S SHOWN,MIN.COVER 18" �� 1 1114N861 1 1
1 APPROVED SCH,40 PVC LATERAL LINE,SIZE AS SHOWN, IN,COVER 12"
RAINBIRD 1812-SAM-PRS-IOVAN POP-UP-SPRAY HEAD
1 1812-SAM-PRS-12Q P 0.615
1 � 3 _�_ APPROVED SOH.40 PVC UNLESS OTHERWISE NOTTHAN PIPE TO BE INSERTED,
ED VALVE CALLOUTS
1812-SAM-PRS-12H A �
11 1• APPROVED SCH.43 PVC WIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED. '
1 NOTES:
1812-SAM-PRS-12F 1 .
60 20 B21 13
. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO °"�►
1
1 1 -1 V POP-UP-SPRAY 1z 1• PROVIDE 100%COVERAGE,AND TO REDUCE OVERTHROW ONTO WALLS,WALKS,ASPHALT AND
STRUCTURES,AS MUCH AS POSSIBLE,SEE DETAIL'K',SHE L-10. 11140
11 �" 1229 1 �` �
.{ � a t8
SPRAY HEAD 15' 0.90 30 B2 31 87 9 1 1 �#
Date
1 1812-SAM-PRS-15H POP-UP-SPRAY 1 ' Z5 30 1 Ft 1483 IN 306 IN 859 111411 1275 1114 1609 OF CN
RAINBIRD 1812-SAM-PRS-15F
e RAINBIRD 1812-SAM-PRS-15VAN POP-UP-SPRAY HEAD IS 1.85 30 / It 1540 J A ,4 .9 1114'"' 1149 MOM
RAINBIRD 1806-SAM-PRS-1401
1 " 1 " 1 1 " 1055
CITY'
B5 27 B10 29 B20 18 825 22 DESCRIPTION OF REVISION DAW "pRowm
1 " 110 111 "" " 1 "" 694 0 ITY OF 0101 BAN N C NO C9CAM8,,-,,,,d, GA
AL FREDAWARD MALOOF
S'r 1'E E"'IF K E*'ky'f M A P G"R E E N B ET T
NOT iAvenue
From Amethyst Street to ross lace
a 141
aPLANIIWGATION
m
BYa DATE-*
Underground Service 'Aft lert ' � � Yr% '€� .o-.:,• '`.3 i it �r � �� R� m R� � 7 APPROVED M
"f 1 '`> ) }<1 f'iv p,hni: t y,,.v``t'3 FF 7i e�- y{pb a ..�.J$ ,ff, : 14r4 -..tl f��.>RFM'7 '''E `'H#SE `� 'r,'}
h1
pill
ca,ounuri, �. ,..r,.t,, • . r:.s.. .;f.. , A q� .,a ...'moo. a ,.
:. * 4 �..., v o... I Cli.' sn.64*".::v ':Y' '. ',.;,
.. SS eYFd9 •• •�
CffY ENGINEER
"VALVE SIZZwING KEY PA
X.,'ar
PIPE SIZING CHART:
Y
Y
fr...c; LAN CROSS REFEREN"ES
i.- � ,}Ts ,Cr . f S� j°�� , IT'S A OUP
TOLL FREE A / " GPM ra 3�1 �a t .4, s ,.t l t s-�1 J ,. 1^,a af- a iv -,?i S'S• s ) i '* - aa`; 4z
Call:
,. a'x
°�2t`[ Y`Z�^-.t d----
LANDSCAPE
fl �q�vp� p;yp� g"y'' 't°' [�
BLELANDAPE ARCH,t $�t-1
.. II Qt9-12 GPM FOR — f �a s Sa�,t 7 7y 6X11 C1 i3Z ri9b 1'S t,h• 'iy�'"�'f:.."�it�l$I��TF�.-� ,f S��` r�T'. 7` ts�'"'� l ,.•�.s:- �, ,1�
NOTES SEE SHEET L; �� >t�' �r^_,.�`a 4��,y%�t ti{�.>i:..� ., 'Y�4 e,r z r� �..,.� ;�,,,, 7�rr ,C�' ,,�� 7 SITE
ag"p"
��^'b� .{ R �y GPM
^s p .., �,�t�J,��t✓.�s,,w ',� -a 'rr,. .:'r .f''� �.: Jb:''�� ,ue� ex 1'� ..tz ,, ,, v; '' 'a' 0.;11 l PLANNING
D 1182" D GP VA.L V - FOR IRRIGATION DETAILS, w �
� 1221-A TRADEMARK STREET SI-1
ry RANCHO CUCAMONGA,CA 917303
1"W800 E 2" 31-50 P L " TAI L- rv:
BLE { - 00 FAQ: (909)484-- 80OF 13
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L RLA NO. ,
422,wm4133d
I DATE 09/12/07 ����r�.
E
PRESSURE REGULATOR
LA
?v. CONTRACTOR T:ALLOW
T EACH PRS MODULE AT REMO CONTROL VALVES AS
NECESSARY TCSUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE.
a.
MAINLINE NOTE:
INLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC,
S
-r
CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS
....,..ia,... .... :4/:: .. e.'z .::.:: r r.-,^''.'F r, F, ,l vz ].r.v,wt..••, .r.
v
Cr
OFVV
IN
"S190.
WIRE
40 67
+00 HIGHLAND AVENUE 68+00 69+00 70+00 71 CC SLEEVE
4+90-954
6"MAIN LINE SLEEVE 800
I1 7 BIB B19 B2021 B22 B23 1542 24
Im B16
Uj
c St.U. � � c � � � � � D � A .> _ ....,.,
.»,»� �����_r_���-_ � � 2112 _ 1/'° if2 "'_ .P
rD �, ..
AS B A A �
A
ooj
A C A A °,�" A
ool
As A »,..ri,�� o �> &�<� A A
Uj e —. =
C_...
t A
" w «kms* A w.
rpm
c
" I
{ q
, � .. t
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lowil
TYPICAL SLEEVING NOTE:
CONTRACTOR TO SLEEVE ALL MAIN LINE AND CONTROL WIRES WHERE EVER
THEY CROSS UNDER COBBLE OR HARDSCAPE.SEE DETAIL J,SHEET 9,
EQUIPMENT
IRRIGATION LEGEND
2"DOMESTIC WATER METERS PER.CUCA ONGA VALLEY
SYM
T . « MATER DISTRICT.. MANUFACTURER MODEL NUMBER
ARRETT IBGA6-3-2-2NFD BOOSTER PUMP-REFER TO DETAIL.SNE L-0 FOR PUMP NOTES AND
0 RAINBIRD 1812-SAM-PRS-5Q POP-UP-SPRAY HEAD 5 ,1 SPECIFICATIONS
04 NIBCO T-585 LINE-SIZE BALLVALV
RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD .2 3
FEBCO 325-YA 2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN A COAST
I - GUARD SNACK ENCLOSURE MODEL#CGS-1.
SAM-PRS-6VAN POP-UP-SPRAY HEAD 61 0.60 30
CAL.SENSE FM-1.25B 1-114"FLOW METER
RAINBIRD 12-SAM-PRS-8Q POP-UP-SPRAY HEAD V 0.25 30
SUPERIOR 3100 SERIES 1-112"NORMALLY OPEN MASTER VALVE
RAINBIRD - POP-UP-SPRAY A C:ALSENSE ET2000o (A)24-(B)32 STATION ELECTRIC CONTROLLERS ASSEMBLY
BLY
#CA7-C 4.24-L -M-RRILR-RR DOME+32-M-RR
x RAINBIRD - POP-UP-SPRAY f 1.00 30 DOM -TP-1f"P-1101FS-1,251 VRIPSRIEMP-22 INSTALLED WITHIN(2)
STRONG BOX ENCLOSURES# B- SS wit CALSENSE OPTION
RAINBIRD - POP-UP-SPRAY HEAD 81 1.20 30 APPROVED ELECTRICAL METER-INSTALL,IN STRONG BOX METER ENCLOSURE NO,
MPS-A16-10K
RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HE ° 0.40 30 RAINBIRD EF -CP-P -D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
SEE PRS-D NOTE BELOW
V RAINBIRD 1812-SAM-PRS-10H ° RAINBIRD 33DN NON-POTABLE QUICK COUPLER VALVE,1501 O.C.MAX,WITHIN ROUND BOX.
X RAINBIRD - F 19 1 kO 30 APPROVED CLASS 315 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER iS--
RAINBIRD - - - _ F APPROVED SCH.40 PVC LATERAL.LINE,SIZE AS SHOWN, IN, VER 12"
IV' RAINBIRD 1812-SAM-PRS-12Q 12' 0,65 = = APPROVED SCH,40 PVC SLEEVES,SIZED 2X LARGER THAN PIPE TO BE INSERTED,
UNLESS OTHERWISE NOTED
V RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY H12" 1.30 30 APPROVED SCH.40 PVC VIRE SLEEVE,SIZE AS REQUIRED,UNLESS OTHERWISE NOTED.
RAINBIRD1812-SAM-PRS-12F POP-UP-SPRAY . NOTES; AP
1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO JUST TIME RADIUS TO Y-ru��
of
V RAINBIRD -12V 1, PROVIDE 100%COVERAGE,AND TO REFUGE OVERTHROW ONTO WALLS,WALKS,ASPHALT AND
- STRUCTURES,AS MUCH AS POSSIBLE,SEE DETAIL W,SHEET L-10.
RAINBIRD 1812-SAM-PRS-15Q POPUP-SPRAY HEAD 15! 0.90 30
..j "pa. -4
RAINBIRD 1812-SAM-PRS-15H POP_UP-SPRAY HEAD 15' 1.85 30 k7 8
RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 16 3.70 30
OF C
�t
RAINBIRD 11 - - -1 1 $ 1a --
SCALE: 1 a
RAINBIRD1806-SAM-PRS-1401 1 -80 POP-UP BUBBLER 0.25 30
CITY
DESCRIPTION OF REVISION DATE
APPROVED
CITY OF RANCNO CUCAMONGA.
ALFREDA WARD MALOU"W7
S'ri'EET KEY MAP
("y R E E I V"B E L T
NOT TO SCALE
South of i v e
From et S trees to BarossaIan's
IRMGATIONPLAN
K � K
Underground Servi
Rio
%gill'
3APPROVED BY* DATE. ?le;P7 n7
PIPE SIZING
CHART- VALVE SIZING KEY PLAN CROSS REFERENCES
co a a.r,
CITY ENGINEER
Call- TOLL FREE A
s � •
314" 0 P
r
s.
GA 9 V✓C 1 t i../AdJ.A
1" 12 CSP ARCH
1# IT I
�` j Y .rs`t2'X i+-r t 6 +2 ! s.g , Z!q r 5 l`3 r� f ..
114 � �P VALVEFOR NOTES AND SHEET SEE � � _ .� u s �� _,
11/2" 2S D P TDETAILS, ..- ` ,F`°f, fp s, fs z„ �N �3:, ,,� � „�:k ate, .: L LANDSCAPE ARCHITECTURE
-z
1 aww800 SITE PLANNING
E 2 1 .50 GPM VALVE SIZE '� --�-� o �, ' :y. ° D 10221-A TRADEMARK STREET
sH
/ 1 POR R SPON I ONSTRU TIO PL. SEE SKEET L-4 � ..
' RANCHO CUCAMONGA CA 91730
FOR CORRESPONDING 422m,4133TI T L- (909)484-2800 FAX: ( ) 4-2802 - OF 13
2834 I)RAwl
A . NG NO.
WORKINGTWO YYOU DIG09/12/07 0626-5 2177
JLP/JRC DATE JOB NO
PROJECT SHEEr 11 OF 2
Q
ENCLOSURE.MODEL PER BACKFLOW PREVENTER POP-UP SPRAY HEAD BODY e-12'DIAMETER CLEAR
TO SPRINKLER-ANGLE PIPE TO
IRRIGATION LEGEND ASSEMBLY
SPE*FIED DEPTH WITH 4,5*ELLS SET TO 1/4'ABOVE FINISH
GRADE OF SOIL� MULCH PER CITY
NIPPLE-TYPICAL SCH 40 PVC MALE ADAPTOR
STANDARDJAPER
PLACES SCH 80 PVC UNION "SNAP-TITE0 WATERPROOF FINISHSOILGRADE AWAY FROM HEAD
CONNEGTORS OR EQUAL
z ROUND PLASTIC VALVE BOX& PIPE SUPPORT PER OVAq) WHITE 11
0K 11�,nv�xmx_v MR.
STD.DWG'305, L— BLUE PVC NIPPLE ELECTRIC CONTROL VALVE WITH
COVER ETCHED"IRRIGAMN GATF
BRASS WYE PRESSURE REGULATOR
.-:%g, mz
ffa w-g
STRAINER WITH -,,, 1%
(CARSON OR EQUAL)
60 MESH NIPPLE PLASTIC VALVE BOX AND LOCKING
NUNEL SCREEN RED COVER(CARSON OR EQUAL),
FINISH GRADE Lu
6�THICK X 12WIDE M MARKED WITH"IRRIGATION RCV"
BLACK
r CONCRETE PAD(LENGTH WATERPROOF ALL WIRE Z-6 AND ETCHED WITH CONTROLLER
PRESSURE
REGULATOR VARIES PER SIZE] IRRIGATION CONTROLLER CONNECTIONS AND VALVE SEQUENCE
GO-PPE SUPKMT MANUFACTURER)SLOPE TO
SEELEGEND PER MIM
I �b.9 DRAINATMINIMUM2% PIG TAIL EXPANSION WIVIN.
FOR MAKE AND Ua DM,205, �z FINISH GRADE
BALL VALVE-1112"OR SMALLER WITH PLASTIC VALVE BOX(CARSON OR LOOP(MIN.24-LONG) Q:� <
STAINLESS STEEL HANDLE MODEL NO. I'd FINISH GRADE
EQUAL)WITH PLASTIC INTEGRATED
UNION --I LOCKING LID,PLACE A71 GRADE IN
RESILIENT WEDGE-0 OR LARGER WITH PVC SLEEVE TURF AREAS AND;Y ABOVE IN
2'OPERATING NUT A PLANT BED, SIDEWALK
TA T�X REQUIRED FOR T
GATE VALVE PIPETHROUGH PIG TAIL EXPANSION ---------
EPDXY COA FED
CONCRETE PAD LOOP(MIN.Pe LONG)
VALVE
NIPPLE-TYPICAL SCH 80 PVC NIPPLE
ROM WATER SOURCE,
;K 2)RACES SCOTCH LOK EPDXY FILLED
CONNECTORS FOR ALL FLOW 3" PIG TAIL WANSION (MINIMUM 0 LONG)
W
SENSOR WIRE CONNECTIONS, LOOP(M K 2e LONG)
SCH 40 PVC MALE (CORN)
14tr1jo COMPACTION INSTALL SCOTCH LOKS
REQUIRED ADAPTOR
IMMEDIATELY AFTER BLUE FLOW BRASS ANGLE
INSTALLING FLOW METER, SCH80NIPPLE-O'LONG
JF 14 VALVE W]UNION SCH40PVC
WIRES T X TW ELL
TO MET 314�WASHED
RED CRUSHED AGGREGATE MARLEX 90*STREET ELL
LINETOSYSTEMS
RIGID PIPE AND RELATED FITTINGS SHALL BE PER ELBOW BLACK MASTER CONTROL SCH 80 PVC NIPPLE
VALVE
CUCAMONGA VALLEY WATER DISTRICT STANDARDS.
TYPICAL(4)PLACES SCH 80 PVC UNION
CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO 3/4"WASHED CRUSHED
CONSTRUCTION. AGGREGATETOGE MARLE)(90*ELL
1AIR10AW
L PLACED TO A DEPTH OF CONTROL&COMMON WIRES
NOTES: 8 A A"EL NON-PRESSURE
FLOW METER I 11OW 1111 ID
,_ USTER VALVE BOX�
METER SIZE
IN—STALL PER LOCAL,CODES. LATERAL FITTING
Z EMPMENT TO BEP INSTALLED ATA MINIMUM OF 247 FROM ANY MAINLINE DIAMETER NON-PRESSURE LATERAL LINE
STRUCTURES OR HARDSCAPING, A�SIFLOW
MINIMUM DISTANCE DOWNSTREAM OF
8 3, WHEN UNIT IS NE)(T TO A S)TRUCTURE(IE.WALL,BUILDING ETC.) MEER ZE UNINTERRUPTED PIPE(5X DIAMETER
3t4"WASHED CRUSHED 6 MOUNT TEST COOK$ON OPEN OR NON-STRUCTURE SIDE,' OF FLOW METER SIZE
BR P41PPI E
AGGREGATE BASE �6 4. ORIENT UNIT PARALLEL TO MEET,
NOTES: MINIMUM DSTANCE UPSTREAM OF SCH 60 PVC SXSXT TEE
S. SCREEN UNIT WITH SHRUBS WHENEVER PCS SIBLE, UNINTERRUPTED PIPE&IOX NOTE:
I.PLACEAGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PRESSURE SUPPLY LINE
8 DIAMETER DF FLOW M ER SIZE) W -
Z INSTALL.CONTROL VALVES A MIN,OF 12'FROM STRUCTURES OR HARDSCAPING. 6 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS, NOTES� I.LOCATE HEAD 2"TO 6FROM WALKS,CURBS,HARDSCAPING,
T_
a INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS, 7� VALVE PER STD,518 REQUIRED BEFORE BACXFLOW PREVENTER 9C> 1- INSTALLCONTROL VALVES A MINIMUM OF 12'FROM STRUCTURES OR HARDSCAPING MOW STRIPS AND EDGES OF LAWN,
c4i 2,USE TEFLON TAPE ON ALL MALETHREAD&
4.PLACE VALVE BOX AT RIGHTANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE IS 3'OR LARGER. NOTES: 2, INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS.
5�ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND (o 1, MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 3� PLACE VALVE BOX AT RIGHTANGLES TO STRUCTURES OR HARDSCAPING. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
IF A PRESSURE RENGLATOR IS REQUIRED,IT SHALL TO BE INSTALLED ON C? COMPENSATING FEATURE AS PER THE IRRIGATION PLAN,
VALVE NUMBERNSIDE VALVE BOX. 0 2 8
THE INLET SIDE OF BACKIFLOW LOOP. 1- 2 IN MULTIPLE FLOWMETER1M.V.INSTALLATIONS MAXIMIZE THE DISTANCE 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4,HEAD CONNECTION AT BOTTOM INLET ONLY.
FROM THE"TEO 1*0 EACH F1
9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2' OV1 METER TO MINIMIZE TURBULENCE. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROH ER AND
VALVE NUMBER TO WIRE INSIDE VALVE BOX.
CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OFRANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 9 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
I,rmvm BY: Iq
$TAJN-0.M0PtA1I r- STANWID"4 xe pl-%0 VED 13 y
ISOLATION VALVE REDUCED PRESSURE %TANLV0DPLM
0 ppPRovEDm
W REMOTE CONTROL VALVE WTH
3" or smaller FLOW METER INSTALLATION 0 POP-UP SHRUB SPRAY HEAD
518 BACKFLOW PREVENTER 517-A 516 SHUT-OFF VALVE&UNION 520 W 539
CRYEWOS�IER UV.NIVITH GT94QAM WECF CAT MIS FOR PUMiCIAMMS 0,)=RUCM�j
1147 y CNI $4 EM DATE
t IM;W n I UP N DAR 0 SPEC I F I CA I i0v�, F0 0 P UOL I C A'0 R VS C ON MW C T M 1 CITY ENOMR CATE USEMTH STANWD 13-MCIMMONS FM P1013LIC VV)RVS CON�STRUCMN > CITY ENaNEER DATE USE VATH STANDARD C41EMCANIM4 FOR RIBLIC WORV_�C0N$TVUCTj0Ij e4i�mrf?
04 R.Cf. 24953 tHRT I OF I M___Z4_953 $HErt I or 1 M DAM
R,CE 2,4953 1%iEer I OF I SHM I OF I
LINE SIZE GATE VALVE BACKIff-0010W PREVENTER FLOW ME"11'"ER INSTALLA"1`10N REM01"E CONTROL VALVE OP&0 P P St 111'U"B 'r-IE A D
----------
SCALE: N.T.S.
SCALE' N.T.S. SCALE: N.T.S. SCALE' N.T.S. SCALE: N.T.S.
18" METERED ENCLOSURE
STRONG BOX MODEL NO, HARDSCAPING(SEE NOTE 4)
MPS-SERIES STAND ALONE CONTROLLER V\11TH ANTENNA
FRONTVIEW
NOTF-- TOP ENTRY ENCLOSURE
ROUND PLASTIC VALVE BOX COVER' STRUCTURE OR ME-TER TO FACE STREET STRONG BOX MODEL NO.
E2 813-22.-SS-SERIES
ETC,H E D-W(CA R S ON OR E QUAL) HARDSGAPINQt LRfRR DOME ANTENNA (SEE LEGEND SHEET L-6)
PORT LOCATED OUTSIDE OF
FINISH GRADE L i BOX.INSTALLATIONILOCATION
6'MIN. NOTE: MONSOON PER CITY REPRESENTATIVE. CALSENSE CONTROLLER
AT GRADE IN TURF AREAS IFNCLOS�JJRE TO BE GROUNDED PER
MODEL NO,PER PLANS
LOCAL CODE VERIFY DIRECTION PRIOR
3"IN NON-TURF AREAS 181 MAX.
TO MOUNTING ANTENNA, COAXIAL CABL
CAURENSETP110 CALSENSE HARNESS
120 VOLT DUPLEX0 CALSENSE TP-1-40
FINISH NON-SWITCHED,To BE PLACED BOARD REGARDLESS CLEAN BACKFILL SEE
GRADE WITHIN IRRIGATION'CONTROLLER OF CONTROLLER SIZE. SPECS.FOR MATERIAL
LJ ENCLOSURE 9W9 COMPACTION REQUIRED
T X:T X WCONCR5TE
LIL FOOTING INSTALL A MIN. NO OPEN ELECTRICAL WIRING LU
.r]17
33 DNP QUICK v I 1v OF 3"ABO*VE GRADE SHALL BE IN CONTROLLER Ott
ANDSLOPETOPTO, MOUNT AREA. PROVIDE 6'MIN,OF SAND
COUPLING VALVE COMMOWCONTROLWIRES W BEDDING AND SHADDING
WITH PURPLE DRAIN AT MIN,OF 2%, FINISH Uj
RUBBER CAP THICK CONCRETE CLEAN BACKFILL-SEE ..... ..................
GRADE ?�� �R)_
FOOTING INSTALL AMIN, SPEC&FOR MATERIAL ........ .
STAINLESS STEEL 120 VOLT WRE IN 1*1 V4 4 OF&ABOVE GRADE AND 9Vo COMPACTION REQUIRED ................
4 SLOPE TOPTO DRAIN AT I....................
:2 SCREW CLAMP RIGID STEEL CONDUIT �2
...... ......................
MINIMUM(3)PLACES (PER LOCAL CODE)TO IyHV01vIUM0F2%,
IRRIGATION CONTROIIER Z
3147 WASHED 120 VOLI'VORE IN RIGI '-',TEE ENCLOSURE
9TSWIFEP ELL 61 0/-3SCH 40 CONDUIT FOR NON-PRESSURE LATERAL UNE, ... CONTROL WIRE SLEEVE
CRUSHED CONDUIT(PER LOCAL CODE) (TYPI) COMMON/CONTROL WIRES
zo SCH.40 SNAKE PIPE IN .....
AGGREGATE BASE V�l 10 TO PONWER SIDE OF FNCLOSURE SIZE PER PLAN INSTALL
TRENCH ... ADJACENT TO PRESSURE
....... ...
Al EL, SUPPLY LINE
120 VOLT WIRE IN RIGIDSTE 90*SWEEP ELL ........
CONDUIT(PER LOCAL CODE) ........ ... ........
SCH 40 BRASS NIPPLE TO METER ENCLOSURE (TYR) PRESSURE SUPPLY LINE-
SIDEVIEW
SCH.401CL 315 SNAKE PRESSURE SUPPLY LINE
SCH 40 BRASS NIPPLE LIGHTING CONTROL ALL CONNECTIONS SHALL BE WATER TIGHT PIPE IN T13ENCH SLEEVE-SIZE TWICE
ENCLOSURE STRONG BOX ROUTDOOR TYPF CONNECTIONS.
2,V LONG MODEL NO,MPE�SMIVS, r DIAMETER OF PRESSURE
SUPPLY LINE
LIGHTING CONTROL TIMER ENCLOSURE MOUNT CONTROL WIRES-PUNDLE 6�TYP-
ELECTRIC METM PER SCE
AS REQUIRED PER",NS AND TAPE AT 16 aC,AND
INSTALL ADJACENT TO NON-PRESSURE LATERAL
120 VOLT DUPLEX OUTLET(GFCI),— PRESSURE SUPPLY LINE LINE SLEEVE-SIZE TWICE
NON-SWITCHED,TO BE PLACED NOTES:
DIAMETER OF NON-PRESSURE
WTHIN LIGHTING CON 1.INSTALL CONTROLLER PER MFG,PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCA TION
LATERAL LINE
SCH 40 BRASS 90"ELL ITROL
IENCLOSURE TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. PROVIDE 6'MIN.OF SAND
SCH 60 PVC W SCH 40 BRASS W 6"TYP. N OT ES;
2,CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAWS DESIGN SEQUENCE OF REMOTE BEDDING AND SHADING
HEAVY DUTY WEATHER-RESISTANT CONTROL VALVES, 1,ALL SLEEVES TO BE SCH 40 PVC�
MEET ELL STREET ELL PHOTO ELECTRIC SINITCH FOR 3�RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANG14 OF THE
2.MEND ALL SLEEVES I OBEYOND EDGE OF HARDSCAPING AT BOTH ENDS,
LIGHTING CONTROL AS REQUIRED MAINLINE FOR FUTURE USE,PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE.
#4 REBAR STAKE PER PLANS
PRESSURE SUPPLY _j
LINE FITTING 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS.
(24-LONG) �o a"
FINISH 8 5,NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES,
MIN, 29 PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN 120
2 GRADE 4.
17 VTIV - a LRfRR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO
PRESSURE SUPPLY LINE VA LOCAL RADIONLR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER NOTE: (24�MIN,TO W MAX DEPTH TOTOP OF PIPE BELOW STRUCTURAL SECTION).
C�
V GROUND ROD SYSTEM PRIO TO ACCEPTANCE 5.MINIMIZE NUMBER OF GWE JOINTS UNDER STREET.
7SCH 40 C0114DUIT I.PIGTAIL AND LOOP CONTROL WIRE AT 9V CHANGES IN DIRECTION,
11 In -
NOTE- FOR LIGHT\MPJNG 7,ALL ELECTRICAL DEVICESSHALL BE GROUNDED PER LOCAL CODE
120 VOLT VMRE IN 6,CONTROLLER NOT TO ME CONTROLLED BY GFI OUTLET,IT IS TO BE wFIEDHOT', 8 Z PRESSURE SUPPLY LINE:2112"AND SMALLER 18'PAIN.DEPTH 6.USE MAXIMUM LENGTH OF PIPE POSSIBLETO MINIMIZEJOINTS UNDER HARDSCAPE.
RJOID SMEL CONDUIT
1.PLACE AGGREGATE PRIOR TO IN'TrALLATION OF VALVE BOX. <5 3"AND LARGER 24"MIN.DEPTH
(PER LOCAL CODE� -
TO METER ENCLOSURE
C?
0>
CITY OF RANCHO CUCAMONGA CALIFORNIA C5 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA
CITY OF RANCHO CUCAMONGA, CALIFORNIA
r1=10vMSY. — f, — 0- A CITY OF RANCHO CUCAMONGA, CALIFORNIA
STANWOPUA14 *�TANDAW)MAN AMROVED OY, STM0,10D PLM DVED UY!
METER ENCLOSURE WITH CONTROLLER ASSEMBLY STMDAM PIM APPROVFDSY�
QUICK COUPLING VALVE STPNIARD PUN
INSTALLATION-TYPE A TYPICAL TRENCHING TYPICAL SLEEVING
536 EXPANSION LIGHTING ENCLOSURE 523 524 532 533
ul CITY et,*NEER VATe �',EVOTH STANDARDSPECFKAr KM FOR KeM MRKS 1�',ONMUMN im>MY ENCMEIM DATE; MMMKTH STMDARD U�CCWICATION%FOR PUPMV4'QRK-.C014STRUCIION CqYrW1ir4Fz.R -
it RCE. 24953 $IIEET I'Dr, rr R'C'r. SHEI�T I or I W R,C.E, 24953 S14CET I OF I USE VMH STMCIAPI)SPECIFICATIONS FOR PUBLIC MRKS UMISTRUCTM CITY DATE USE VvTM STANDARD rMCIFICATIONS FOR.PUBLIC V�*RKS WNSTRUCTION
(r RcF-, 24953 CHEET I OF I R�C.C� s"4m s or i
OU" ICK COUPLER "VAUVE METER ENCLOSURE CONT11"OLLER TRENCHOING DETAIL SLEE'VING DETAIL
11111g,11 Ing
SCALE' N.T.S. CALE. N.T.S. SCALE' N.T.S. SCALE: N.T.S. SCALE' N.T.S.
j,�
W*4P
1800 PCS SCREEN PERFORMANCE
rum
if
STANDABD-&SMALLBADIUS-SP-RAY-PAIIEBNS-AND-IMBELULEU13BLEBS PROJECT:HIGHLAND AVE GREENBELT—It Cucamonga February 1,2007 GWOes shaN be 2W dlam�ftm.qWerin filed 011 stairgess mitV and bMS 4
__——ft— -040 TC
PCS-01 0 PCS-020 PCS-030 —S-060 70—S-090 -Fc—s-125
MOFEL PCS-175 PCS-260 PC%-370 SYSTEM DESIGN PAmAIEMRS
GPM 0.1 0.2 0,3 0.3 0.6 0.9 1.25 1.75 2.6 .7 Flow activated paddte SVIO magneticaW coW*d flow switch.SwISIfive to f#ms as bw
COLOR PURPLE BROWN SILVER ORANGE BLACK WHITE 18GA6-3-2-2NFD 63 GPM rn
80 PSI 2 INCH as 1 fps,mcwted on piping and 1ht8fC0nneCt0d to finle delay rft to shut down pump
GREEN YELLOW BLUE RED �Q 0 0
11 size 00 no-Now Condftns,time delay relay a4ustable ftm 0 to 5 rhimutes.
30 5r
8F A Jk-�
40 PSI 230 VAC I PHASE 60 Hz Pump s"fem sW be nmnted on a*wksal ohnninum skid WM mounting Ranges dure
SH 2$ 4$ 7F 81# W=&W v
5F
BT 3 0 GA6-1 V4" VIA% on f(OM and back to aftw W mouftfing of skid to Donarete pad.Skid equoW with
51 '�I D�a6
5t 63 GPIVI 103 FEET PIPO SUPPM On Wd0"Ond ftcft9e POTXJ� All nuts I-OW bolts and WaAem to be
8Q 2 71 7�
1OF - 8$ 8) 3500 RPN h0avY ZhC Wal0d Weal On skid and poing.Skid shag ineWe mounVnq hardWare for
C pm)
10, _A�17 IM—S ——_
5t 3 HP MPS h%sral aluaIInvm ermlosure,
10H 21 65 2f 10, ill# RPM h RM�Obstw T110 System enclosure SW be vWal and weather resislatnt,rnarine gmde skainum C3
2P 6� 7� 101# Wloy 6052-1432 C=trudon with r0018ngulaf Punch-outs fdr viewing and heat
10T OF
5*
10Q 7� BOOSTER PUMP ASWMSLY diw�*n. The enclosure shan be low protHe hMqed lop design with paftek
81 1 PrWiSlOn, The cover sW be siecured to the concrete pad with staimten steel v
12F 101# 51 7f 12'# .1 A simplex wator prmure boostL-r system as desig� and fabricato by Swett
12TQ iAw Tmh(800)427-077-9.The symem shag be
7� 10, 10, EnOlwad Pumps and pwWded by C
12TT 6 91 a O'Vet* Pref*WWW SPiffn with pwp, piftg. eWdcaf and aftcturA Pump Asseml;Ily shall indudo the fb4cwkig option(a)-
2; 3) ill 12'#
12H - 4t 3t 8$ 101 121# 12'# efemelft,The Mike bmstef PURIP MeMbty ShaN be UL Listed and Approved� 0 (VFD)Where specMed by the System Das;gn Parameters,a Variable Fmqu#W
6) 1.2 PUMP shall bw
12T - 21 40 10, 121# D&O System to COOVOft hmming I phne power to 3 phue pMr ft)f the motor.
12Q - 1� 81 8),
10 12'# 1-2-1 (GA ftles) MOe sftO WW suCtion efte coupled centfifuga),cast imn VFD system to receive feWbm* signal f�om system mounted stsWe" StW
15F - - 5� 7F 111 bmms fiftd c=sUUCf0n.equ#ed with mechRntal sh3ft seal,back pulWt Presswe ftWuw,and fa m1ur4lion wfth Intemal softare,dwen pio control
61 81 8f 100P mairdsin custOmff a0JUSIRWe cmtant systwn discharge preaure by varying
15M - - design. IMPSIter Md be thmded dkectly to the end of ft shaft. Pump
50 61 89 15'# ft SPftd Of the PUMP in r0spone to varying system load.
15TT r*haft shag bo stainless steel wilh no stefte,pump shall be dtr"coupled 3 it
121 151# to a C-face elechic moor.
15H 5% 81 The servitces of a ftcwq rqUesentative or trained memice pmMssioml shall be made CITY
4) 12' 121
81 EWCft motor shall be of ft s"krej C899 lnducWn Wpe SW46te for fv# voltage DESCRIPTION OF REVISION DATE
15T :37 4T avOlable 0"the jOb Site to Check fttallaft and perform the startup gnd instnId the "PROVE D
12, 151# 151# S1181*19. Motor Shall be ODP to W In CO3,qjng. Ejeeft rnow shall be rated for opetafing personnel, A stattup repW contWng vtAfte wo wqxwW ma(fings,
15Q 51
61 12, 151# C*O*wm ser*e.'Me mokw dW hwm horsepower r, V smh#W ft M will
15SQ - ow suction and discharge ptessure readings, earnated now torjdI6�", and gweral
77 - 12X12' 101 4� 2OX20' 23X23'
cany ft m2ximum P"SHAe bW to be develoW under IM designed pur*pg oPeraft chw=tefisfim shall be submifted tDthe Owner.
17SST - - OX181 OX101 16X161 9X301 COMWons and not overload M9 m0fOr beymd ft name&te raMg of Me rWor.h400r Four Sets of opemfino and maintenance manuals shall be provided to The owner after
15CST - 4X22' 4X29' 4X39" 9X24' SW have a 1,16 serA�e J-4clor- The molor SW coniorm to the fatest NEMA stadW and shall kmittdo paft nl8nuals for major-components,pedomance curve ftr CITY' OF� BANC.N.0 C'UC'AMONGA
15SST 4X12' 4X24' 4X27' 4X3-' 4X40' Standwds,for motor design and comhxtort,
ISEST Pur"P,geA&W seQuence Of*Pem*m,and eleaftel schembo fbT coniml panel.
4X14* 4X1 6' 4X20' IA PutnP CO"trOl POnOl ShOR have a NEMA 4X pWn front non-ma%lic endosum with
4X1 8'
na
5F 3" 4" 1 2$ 31 P"N*WAGS-TIft h&tdeS Power and CMW re-MWO ftfMal circuit breakem,
5H-13 h"d*MSW*tic slader unth z4usWft ovaload protenon,Handoff.Auta swfth A L F E D A WAR"D MAL00"F
5" W 2'
5Q-B 5M 10" to"lect wtodeof opfaUw,and heM duty nun*ered temirml strips tof power and
5CST-B 7" 14" 31 WIntrof wiring lead tennina&ms.
5t I NB 'm.;(L
16F-SLA Metal mdft varistIx PTOtOCted PUMP SW f0fa&)ft4rporated in panel to stad pump
69
6" 41 14' 161# vWth skAel ftm ewh jrrj08#W cwWW.
1 105
51 10, 13' South of Highland Avenue
16Q-SLA 6" 1-e AV SYSWM POng sW be type OV copW�AN fittfts shan be coppw or bra=,wM Fff=.
2$ 51 3r 12' 161#1
urjOns Or fiffVes to 81low for system dMssernbly or nwjor compment removal, 2. From Amethyst Street to Barossa Place
22F-SS 4* 61 17' 21'# SVstmn sh,29 k=M=W%an inftgral full Pipe*e bypass lim with I-solation vgve to 3.
1, 11111101 1 p '11, 01 11111"'I'l"I'l g,'111
22H-SS 890w Rw PU"fmoval and repair wfthwA di"ting waW stq%*to System 44%
4� 3" 12' 18, 12,
TM 41VO COPPM
is, 20'# 1-7 IsMaWn valves ShM t*all brAw quaftOr WM bvill valves with hard chrome ball on lifts IRNGATION DETAILA3
2"an'd less.Lw"M vaWS ShM bes W9 style buftwfly valms wkh sur&W elaMmeflc OL BROM UNM ADAFIM
#RECOMMENDED NOZZLE/SCREEN COMBINATtON TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. ftaft,ductika iron rocket coated disc,am sWnkms steel stem vWth handle end 10 7. PRESKIIN DAMPEM.
POWW"981mb%d MmMy plate an linn 2W and gmwer. GROM NIOWWREM VALW. APPROVED BY'. OF DATE-%:��/e
QNG DISTANCE MEASUREMENTS. 01. MAM QRM ALLU" ]EMMOOkWo HW= TW.
NOTE, SCREENS WERE TESTED AT 5OPSI FOR 10 MINUTES PRIOR TO TAK VO.80%131�9,%20 DIMi CA 91170-3.130-169'�National Ave.San Diego CA 92113 2P7
DISTANCES MAY VARY SLIGHTLY NTH HIGHER PRESSURES AND LONGER RUN TIMES. P1100e(619)232-7'367-FAX(619)232-3029 IM 87fMORM&AUSAMMSMEPLAW. CITY ENGINEER RCE Na'o. 24593
till AA* AM O—K AM SW 3118—M MY* 2W PS RAM
RtPr4m"ted by-'C'rccfl P-rM111VI Sale!'-(949)S&I-7,311 "rp I iffikourfit k."et ft%93130 San Diego CA 92170-3131) 149S Nnflonal Are.San Diego CA 92113 11. �WM MCK CIUMM P NUNN
Plum(619)2.12-7867 FAX(619)232-3019 12. um POM COMM. RECOMMENDED
Repre-vented by.Cvma Product.%les-(949)584-7311 1 Velmrthlink.net I& NWMTM 00"TROM 3NN&COMM. ARCHITERRA DESIGN GROUP
BLE LANDSCAPE ARCHITECTURE
SITE PLANNING
IN NIMP too=
ftww" ON== DRAWN 10221-A TRADEMARK STREET
P G
"S CH A& RT BOOSTER PU PUWS RANCHO CUCAMONGA,CA 91730
I mass= BLE (909)484-2800 FAX- (909)484-2802 L-9 oF 15
SCALE.' N.T.S. SCALE' N.T.S. RLA NO.
DRAWING NO.
q
BLt
TRC�TLP DATE 07 joBNO. 0648-5 2177
PROJECT Sheet No. 12 of 23
50 Q �
_ _ 1SECTION:
-' 51+°° SEE PLANTING DETAIL SHEET L-13 FOR ADDITIONAL INFORMATION.
EXISTING44
I .I. .-
REFER TO ARBORIST REPORT FOR ADDITIONAL EXISTING TREE INFORMATION.
S-1 T-2 S-7 S-6 S-2 �, � S-5 T-3 S-2 � �
Q 2 15 5 tsoN 5 92 17
2 1 1 3
I ULT
S-6 S- S- S- °Q S- S-1 T- S-2 S-4 -1 T- S-1 S-3 T-2 T-2
23 8 5 4 162 12 15 1 4 12 11 15 1 1 12 24 2 15 2
w
HIGH ND E� UE
S-7 1 ss+oo _ _ o _ _ 55 _ - lop S-6
" .,�a .c�a .. . .rte.. .. -ate� . �. ,°�..�°; ®� ® ssa.P~o r o,® ®•..y, t�a ,
a
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\�!um"
p
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S-8 + + + + + ---, T-3
_ 15 1
LU 11 p + + —
p + —+ +
p + + + ® p p p p p
S-4 s ° + �p p p
13
T-4 + + + + a► w
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S-2
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,
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6 S-2 T-1
S-5 S-1 S-3 6 1. 6
f: 2$
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S-2 X: F. 1. S-2 -7 T-
4 S®4 4 6 15 3 S-2 S-6 T®2
13 X . 1. 5 51 15 3
S-2
S-4 5
S7
S-7 1 w I w
T-2 S-6 S-1 S-3 10 T-3 SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, CENTER OF TREES MUST E PLANTED A T MINIMUM AWAY FROM ALL DRAINAGE AND
15 4 86 17 2g 15 3 ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED O SPACING UTILITY LINE EDGE PER CITY STANDARD SPECIFICATIONS,
AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN
T-1 DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING
15 7 WILL EITHER BE TRIANGULAR O LINEAR A INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND
CITY`S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.
PLANTINGs
SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING
AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT
FOR OCKCAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER,12"MIN,).
PLANTING NOTES-
rX-ERREF. 1.1 PLANTINLj LEGEND:
a XERISCAPE ASSESSMENT SYSTEM SUMMARY
. 1. SYMBOL QTY THIS
1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT CALL-OUT BOTANIC NAE COMMON NAME SIZE SPACING COMMENTS SHEET
INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND I L NDSC__,APE�Ps�ir�t_Val�e} L' TS NCE CLAIMED
ED
RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND TREES (sheet#/Ref.#1
SPECIFICATIONS. T
. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT T-1 Tristaniopsis laurina Water Gum 15 gallon 20'o.c. Standard 13 1, Water conserving plants.(20) 20 L-10/1.1
REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
2, Turf limited to 25%.(20) 20 L-10/1.2
. CONTRACTOR SHALL FAMILIARIZEHIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
C.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY - - T-2 Quercus agrifolia Coast Live Oak 15 gallon/ Per Plan Standard 19 3. Plants grouped by watering need.(10) 10 L-101L3
DAMAGE OF SAID UNDERGROUND FACILITIES. 24" x 2
4. NO PLANTING SHALL E DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
4. Hardscape(non-irrigated)surfaces.(10) 10 L-10/1.4
SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY. T-3 Plantanus racemosa California Sycamore 15 gallon/ Per Plan Standard 5 5. Permeable paving.(5) - -
24"Box -
. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO 6. Low-water turf varieties.(5) - -
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL E SUBJECT TO APPROVAL BY A REPRESENTATIVE
OF THE CITY PRIOR TO EXCAVATION. T-4 x Chitalpa tashkentensis Chitalpa 15 gallon Per Plan Standard 2 7. Mulch provided in non-ground cover areas.(5) 5 L-10/1.5
. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS 8. Soil amendments.(5) L-10/1.6
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 Y THE CITY.
T-5 Lagerstroemia indica'Tuscarora' Crape Myrtle Hybrid-Pink 24"box 20'o.c. Standard Total PointsClaimed:
7. QUANTITIES SHOWN O THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY.FINAL QUANTITIES R PLANT (Minimum Points Required: 60)
MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. S C A plc
8. WHENEVER SHRUB/GOUDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE SHRUBS
�"u wig, 9
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS CO
q� C�
AND DETAILS HEREON. S-1 accharis'Centennial' Centennial Coyote Brush 5 gallon 5'o.c. 150 c� -�►
. CLEAN-UPS LL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
-2 Muhlenbergia gens Deer Grass 5 gallon 4'o.c. 52
F. 1. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, FINAL SOIL AMENDMENT TYPES AND 15 re
QUANTITIES SHALL BE BASED O SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). ROTOTIL THE REQUIRED -I S-3 Myo rum parvifoiium'Putah Creek' Putah Creek Myoporum gallon 'o.c. 77 �"
® en a
IL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED TES PER 1,000 SQ.FT, APPLIES TO ALL SHUB BEDS. tp Date
o S-4 Salvia greggii Autumn Sage 5 gallon 4'o.c. 67 T
4 CY.NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM r L`
125 L GRO-POWER PLUS (� S-5 Arct taphylos d. Howard McMinn Howard McMinn Manzanita 5 gallon 8 a.c. 22
SCALE: 1"=30'
CN
. 1.5 11, SHRUB BED AREAS SHALL RECEIVE 4-LAYER OF D CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND S-6 Berberis t.'Crimson Pygmy" Japanese Barberry 5 gallon 30"O.C. 595
INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING S-7 banksiae Lad Banks'Rose 5 gallon 8'o.c. 37
OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S y
APPROVAL PRIOR TO PURCHASE AND PLACEMENT. REFER TO PROJECT SPECIFICATIONS,SECTION 308-4.9.6 FOR
MULCH TO USE O A EQUAL, S-8 Archtostap ylos uv -ur i'Point Reyes' Point Reyes Bearber 5 gallon 10'o.c. 17
MULCH
Apply Mulch t all planter areas including non-irrigated/planted areas per City of Rancho Cucamonga Standards. T JE CITY
Woad Chips#3 available from Artesia Sawdust(909)947-5983(TYP) DESCRIPTION OF REVISION DATE
PROVED
CITY OF RANCHO CUCAMONGA�
S'H1EET K`EY MAP A L` F R E"D`A W A.R"' M A 0 0
NOT TO SCALE (GREENBEL' T
South o Avenue
g FromAmethystStreet t rose lace
underground Service
Alert
u W BPLANTING PLAN
J.
APPROVED •
. , • a
?Im�I-W
IN— m
0
CITY ENGINEER RCE
4593
Cal
TOLL FREE
PLAN CROSS REFERENCES
SYMBOL LEGEND "E"
- : a DESIGN COM s D
IT I tJ
SEETHISt LANDSCAPE ARCHITECTURE
TREES SHRUBS NOTES1 -800 FOR -
SHEET
CALL-OUT ' _
TI L-1 Iry DRAWN 10221- SITE
TRADEMARK PLANNING
s
SYMBOL CALL-OUT RANCHO CUCAMONGA,CA 91730
422=4133 SYMBOL SPECIFICATIONS, f A .
SIZE I I L 13
-
DR (909) 4-2800 FAX: (909}484-2802 OF
(gal./box) CORRESPONDINGIRRIGATION - No. 2834 DRAWING NO—.
TWO WORKING DAYS BEFORE YOU I QUANTITY QUANTITY FOR
JLP/JRC DATE 09/12/07 X08 No. 0626-5 2177
PROJECT13 OF 23
1
CROSSSECTION;
z TYPICAL CROSS SECTION
SEE PLANYPICALTING DETAIL SHEET L-13 FOR ADDITIONAL INFORMATION.
3 S-6 S-3 S-2 -
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3t� 5 1 15 1 51 g 95 3 1 3 7 7 1 24 1 L
S- T-3 S�5 S-4 S-7' T-2 S-7 S-3 S-6 T-3 S-S
Tw1 S-7 T-2 S-5 T-1 8-2 -6 T T-1 S- T-2 S- 4 15 1 5 1 7 3 T-3 3 15 5 1 1 M 7
9 3 153 151 4 33 151 153 4 152 63 159
S-5 S-7 S-4 T-1 Td1 1 T-2 S-2 S-2 S-S
90 5 13 156 5 9 15 4 15 3 4 5 5
DRAINAGETREES NEAR •
a
CENTER OF TREES MUST RE PLANTED A 5'MINIMUM AWAY FROM ALL DRAINAGE AND
UTILITY LINE E PER CITY STANDARD SPECIFICATIONS,
PLANTING NEAR HARDSCAPE NOTE:a
SHRUBSDUST RE PLANTED A MINIMUM OF ONE-HALF OF THEIR.ON-CENTER SPACING
AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT
FOR R KSCAPE,WHICH ALLOWS FOR SHRUBSTO BE PLANTED CLOSER,12"MIN.).
PLANT SPACING NOTE:
SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN,
ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR T VERIFY QUANTITIES RASED ON SPACING
AND ADD ADDITIONAL PLANT MATERIAL,AT NO.ADDITIONAL T TO THE CITY,AS REQUIRED TO MAINTAIN
DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING
WILL EITHER E TRIANGULAR OR LIN AS INDICATED ON PLAN OR DETAIL.LANDSCAPE ARCHITECT AND
CITY'S REPRESENTATIVE TO APPROVE FINAL LAYOUT IN FIELD PRIOR.TO INSTALLATION.
PLANTING LEGEND.
SYMBOL QTY THIS
CALL-OUT BOTANIC NAE COMMON NAME SIZE SPACING COMMENTS SHEET
TREES
T-1 Tristaniopsis laurina Water Gum 15 gallon 20'o.c, Standard 22
+ T-2 Quercus agrifolia Coast Live Oak 15 gallon/ Per Plan Standard 19
24Rox 3
-- T- Plan nus racemosa Califomia Sycamore 15 gallon/ Per PI Standard 5
24Box
Tao x Chitalpa tashkentensis Chi l 5 gallon/ Per Plan Standard 4
24"Box 2 w
T-5 Iaerrstr mia indica Tuscarora` Cr Myrtle Hybrid-Pink 24"box 29' .cn Standard 21
SHRUBS
8-1 cchads'Centennial' Centennial Coyote Brush 5 gallon 5'o.c. 233 �� Dari �
S-2 Muhlenbergia rigens Deer Grass 5 gallon 4'o.c. 83 OF PN
.
SCALE: 1" 30'
-~~ S-3 o ruin rvifolium'Pu Creep' Putah Creek yoporum 5 gallon 3'o.c. 1
a S-4 Salvia re gii Autumn Saga 5 gallon 4'o,c. 151
UOS-5 Arctostaphyios d,'Howard Mian' Howard McMinn anzanita 5 gallon 6'o,c, 1
8-6 r ris t.'Crimson Pygmy" Japanese Ra rry 5 gallon 39"O.C. 969
UO S- R nksiae Lady Ranks'Rose 5 gallon S'o.c, 54
I all,
CITY
8-5 Archt taphylos uva-ursi'Point Reyes' Poiret Reyes ar 5 gallon 19'o.c. 23 ' APPROVED
MULCHCITY OF RANCNO CUCAMONGA
Apply Mulch a all planter areas including non-irrigated/plant areas r City o Rancho Cucamonga Standards.
ALFKEDA WARD MALOOF
St"i"EET KEY MAP
uREENBELT
NOT TO SCALE
South Avenue
FromAmethyst tree t a sa lace
LW �
PLANTING PLAN
Underground Service AlenL
J.
DATE-
APPROVED
:M • '
r
24593
Y
Call: TOLL FREE PLAN CROSS REFERENCES CITY ENGINEER RCE
SYMBOL LEGEND
IREC
((``� �t DF.S1 G i.i MME,
.^. , ~
TREES � a.J lupi��� tal r?y • ¢ t. '`i °3�.zdc' r.tr x t2 ; ` � 1 �x '�v
�r :.� t ITS A COSI
FOR NOTES AND $:t !. �{ G ri�Z'r't`` fW`=3) 4$.p,'al l.t tirf.i><:c')S,i.{"�...- rFr'V c�,s �.i �•:. .F_ e3- 'A� 7:��3T
LEGENDS, T L- `: �� °:i h ' rw 1 r _* y v.§�v i4 f=.-:t� Yt s� c�; ,{4: . .z, s:-.,,t LANDSCAPE ARCHITECTURE
1==800 CALF.-OUT i � SITE PLANNING
T` L , - 10221 wSTREET
SY L SY BOL FOR SPECIFICATIONS, T 4 ��. RANCHO CUCAMONGA,CA 91730
422m-4133 SIZE TI L-
. - FAQ: o
(gal
T I I
QUANTITY QUANTITY No. 2834
FOR CORRESPONDING IRRIGATION L LM 7 �, A
JL, DATE r 07 JCB NO. 0626-5 2177
PROJECT SHEE17 14 OF 2
r..
IMMOMMMUMMMM-N-MMMMMMMUMMMUMMMOMMMM�
TY PICAL CROSS SECTION:
SEE PLANTING DETAIL SHEET L-13 FOR ADDITIONAL ill INFORMATION. f
�]N
IL
LU
Uj D W
0
3: "tIMIT"'OF WOW
C/)
90.9 S-4 S-3 S-2
_LU 18 113 20 106 17 V 4- 18 4
Uj pwo 66+00 67+00 GH LAND AVEN E 0 6 �115� 70+00 71
8-
4+90.95 SS-8 S.6 T-2 S-1 S-6 S-6 S-6 S-1 S-6 S-4 S-1 T_ S-6
T-2 T-3 T-5
=1 S®6 4 22 26 33 15 73 11 7
1 11 15 1 63 1
54 15 1 14 7
co n
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LIMI OF WORK -4 S20
10
z: T-2 T-2
2
S6 S-4
< S-4 S-2 23
3
8
PLANT SPACING NOTE-
S-6 SHRUB LAYOUT AS SHOWN"ON PLAN INDICATES"SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN,
11 ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING
AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,As REQUIRED TO MAINTAIN
DESIGN INTENT DUE TO EXISTING 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.
TREES NEAR DRAINAGE AND UTILITY NOTE: PLANTING NEAR HARDSCAPE NOTE-
CENTER OF TREES MUST BE PLANTED A 5' *
MINIMUM AWAY FROM ALL DRAINAGE AND SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING
UTILITY LINE EDGE PER CITY STANDARD SPECIFICATIONS. AWAY FROM WALKS,WALLS,CURBS,AND OTHER HARDSCAPE ELEMENTS(EXCEPT
FOR ROCK CAPE,WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER,1211 MIN.).
PLANTING LEGEND.,
SYMBOL QTY THIS
CALL-OUT BOTANIC NAME COMMONNAME SIZE SPACING COMMENTS SHEET
TREES
0 T-1 Tristaniopsis laurina Water Gum 15 gallon 20'o.c. Standard 26
+ T-2 Quercus agrifolia Coast Live Oak 15 gallon/ Per Plan Standard 6
24"Box 1
T-3 Plantanus racemosa California Sycamore 15 gallon/ Per Plan Standard 3
24°`4 Box 2
T-4 x Chitalpa tashkentensis Chipa 15 gallon Per Plan Standard
CAP4.
UM
0 T-5 Lagerstroemia indica'Tuscarora' Crape Myrtle Hybrid-Pink 24"box 20'o.c. Standard 14ca co
0
T_
SHRUBS
7-31 8
Da
S-1 Baccharis'Centennial' Centennial Coyote Brush 5 gallon 5o.c. 75 1
Date
S-2 Muhlenbergia rigens Deer Grass 5 gallon 4o.c. 25
S-3 Myoporum parvifolium'Petah Creek' Petah Creek Myoporum 5 gallon 8'ac. 42 SCALE: 1 30' 0 F C PN4
@ S-4 Salvia greggii Autumn Sage 5 gallon 4'o.c. 76
@ S-5 Arctostaphylos d.'Howard McMinn' Howard McMinn Manzanita 5 gallon 8'o.c. -
S-6 Berberis t.'Crimson Pygmy" Japanese Barberry 5 gallon 3011 O.C. 485
S-7 Rosa banksiae Lady Banks'Rose 5 gallon 8'o.c. -
S-8 Archtostaphylos uva-ursi'Point Reyes' Point Reyes Bearberry 5 gallon 10'o.c. 10 DESCRIPTION OF REVISION DATE CITY
"PROVED
MULCH
Apply Mulch at all planter areas including non-irrigated/planted areas per City of Rancho Cucamonga Standards. CITY OF RANCHO CUCAMONGA
A
A Lvy"R E"T"A WARD MALO' U`""F
StHEET KEY MAP
NOT TO SCALE UKEE DEE
I I I South of Highland Avenue
1 1:30 400- From Amethyst Street to Barossa Place
L
un derground Service Alert
PLANTING PLAN
ry
Z.
AVE "PROVED BY- DATE. �707
Call: TOLL FREE SYMBOL LEGEND PLAN CROSS REFERENCE%**j CITY ENGINEER
RCE No. 24593
7T RF_COMWNDED
TREES SHRU13S IGN
il qARCHITERRA DESIGN GROUP
FOR NOTES AND LEGENDS, SEE SHEET L-10 AND THS SHEET
1-800 CALL-OUT I
LANDSCAPE ARCHITECTURE
GPD/RFr
SYMBOLCALL-OUT FOR PLANTING DETAILS, SEE SHEET L-13 SITE PLANNING
10221-A TRADEMARK STREET SHEFF
422-4133 SIZE SYMBOL FOR SPECIFICATIONS, REFER TO CITY OF RANCHO CUCAMONGA SPECS. RANCHO CUCAMONGA,CA 91730
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-4 (909)484-2800 FAX (909)484-2802
(gal./box) DR L-120F 13
FOR TWO CORRESPONDING IRRIGATION PLAN SEE SHEET L-8 WORKING DAYS BEFORE YOU DIG QUANTITY QUANTITY TIECKED PJ_A No. 2834
IG NO.
JLP/JRC DATE 09/12/07 JOB NO. 0626-5 2177
PROJECT SHEEIF 15 OF 23
NOTES:
1. REMOVE NURSERY STAKES AND
FILL CAVITY WITHIN ROOTBALL,
STAKES TO BE PLUMB AND
STORM DRAIN] CACATCHBASIN 2.BCR PARALLELUNDERGROUND , STARE TREE PERPENDICULAR
UTILITIES TO PREVAILING WIND. HARDSCAPING(CONCRETE HEADER,
CURB&GUTTER,SIDEWALK,ETC.)
ItI.
SIDEWALK UTILI tY
W
S.L CDNEDALEOFSPACING MULCHCtN}PA�fEDW CH}}�N/E - ° ' - LIMIT OF PLANTER AREA REQUIREMENT FINISH SOIL GRADE
METER fly 6 >� TCP TIE TCD BE PLACED AS 12"
Mli. D,dIN. LOW AS POSSIBLE CMP€THE a TIGHTLY COMPACTED 3"BERM TO FORM
S CURB AND£RLDTtFR TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW _ DEPRESSED WATERING BASIN.
FLEXING OF THE TREE,BUT HEAD OF TREE WHERE CHIP 1k�ULGN.
SPECIES GROWTH I PANT PERMITS. TOP CD�RUUTBALL.TO 4 WOOD C: ,
}p. ��P�C�T�47��SI.kT�GCSE �'
THE I}I At}T£3 DROP,r, I~A[I�I TRUNK EXTEND T MOVE NO WOOD CHIP MULCH SHOULD BE
FINISH E PLACED OR ALLOWED TO REMAIN �
((2 SET'S OF CINCH TIES SPACED 24" OVER THE ROOT°BALL. � n
A ART CONVEX SIDE AGAINST"TREE FINISH GRADE
TRUNK ATTACH NTH GALVANIZE-D
SIDEWALK �� LU
_ SCREWS FCD 9 LODGE POLL.
DRIVEC,
10 MAX. 0 DIA,LODGE PULE PINE:i TAKES'
S,LWITH WOOD PRESERVATIVE STAIN,
F APPD3CL4CIR �,CI � � DFIIVEA MINIMUM{JFCa"INTCD
'= PACTED
UND113TURSED SOIL AND POSITION � DISTANCE EQUAL TO THE D€STANCE EQUAL TO THE SI ICDVEL C;UT ESE NATIVE SOIL
STAKES CDU"TS}ITE RCPT BALL ON CENTER SPAC;}NCR ON CENTER SPACING
' CURB AND 1U` its
ROOTBALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB
SIN, ted CzUTTER f MIN, TOP OFR ALLTO EXTEND 2'
UNDERGROUND TIGHTLY COMPACTED T BERM ABOVE FINISH GRADE, DISTANCE EQUAL TOTHE ON CENTER
STRUCTUIRE g. TO 1~CIRM WATERING BASIN IrvC3R PLANT P}I'TCI I3E T1h9E5 THE
SPACING OF SPECIFIED SHRUB,
TRANSFORMER VAULT, RESIDENTIAL AND GROUND CLOVER PLANT PIT TO BE(2�TIMES�3E5 THE WILDT H CIF THE R T BALLS UNLESS SPECIAL.CASE AS DESCRIBED
INSTALLATIONS.LOCATE OUTSIDE WIDTH I F THE R T BALL,NO IN NOTE 4.BELLOW.
OF PLANT PIT.B I�,'IS IN TURF WOOD CHIP MULCH SHOULD BE
AREAS FCD BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN NOTES:
TO CITYACCEPTANCE. OVER THE ROOT BALL, 1,PRIOR TO PURCHASEDPLACEMENTOF THE MULCH,THE CONTRACTOR SHALL
NOTES: NOTE: SUB�11lTASAMPLETCD fIfEINSI'ECTCDLIFCDRA#�I�RC}VAL
1, FRET SPACING SHALL CCDNFCJR t TCI PINS APPROVED BYTI IE CITY ENGINEER, I. ALL SHRUBS AND GROUND CLOVER TO BE PLANTED AT EOUAL.
2- ALL TREES IN TI fE R.O.W.ARE SUBJECT TO LINE OF,31GHT NATIVE BACKFILL WITH AICD SPACING IANGa'ULA R&UNLESS OTHERWISE WISE INL� AT' D ON 2.MULCH AROUND TIRES AI�ILD S#�ETiJI A PER CEI�t STANDARD PLANS AND BLEND
CRITERIA AS APPROVED BY TRAFFIC ENGINEER, 1 HOCKS GREATER THAN 3" PLANS:SEE`L,EGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER ARIAS,
DIAMETER. 3,MOISTEN MULCH AFTER INSTALLATION TO ASSIST`IN COMPACTION,
3. MAINTAIN 5 FEET'"FRCDArI CENTER OF TREE TO EDGE OF ALL,L1ltdt�ERGITCtUND2, WHERE PLANTED ADJACENT TO WALLS WALKS,CURBS OR
FACILITIES,IN ADDITION 44AINTAIN 6 MOM ER OF TREE TO ALL UTILITY AIR GUARD IN TURF UNDISTURBED NATIVE SOIL_ SIM}LAFR LIMIFAFIONS,AL.L SHFIUIRS AND GRCDLINI�CCD`dER 4 NC)FAULCI I SHALL BE.PLAC ED LIVER FNE RCDUTBAL L CDf=A WC..rC}DY PLANT OR
OWNED WAFER&SEWER LATERAL LINES. AREAS AIdI3 FRONT l°ARtIS. SHALL.HE PLANTED AT ONE-HAL.F THE DESIGNATED SPACING ALLOWED TO REMAIN THERE,
4, TREES SHALL T BE LOCATED CIA}PROPERTY LINES.MAINTAIN APPDXIMATELY T RAL FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS.
FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. ; NATIVE BACK ILL WITH c�
NOTES: cts
NO ROCKS GREATER �, LOOSENING 3" SPAC€NG REQUIREMENT S SHALL GOVERN TIRE FINAL QUANTITIE x 9
THAN 3"DI& I.UNTANGLE RATTED fO}UT�I BY OOTBLL ALL RUCITS AT E OF PLAIT MATERIALS.PLANT QUANTITIES INDICATED ON THE
5a STREET'TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE LTYFHE [v1 OF RUCI3'BALL.DO NOT CRACK ROOT BALL: r;1
ENGINEERING DIVISION.
LEGEND ARE ESTIMATES ONLY,to .
a STREET TR SHALL BE PLANTED AND STAISED ACCCIRDING TCD THE CITY NAJ IVE SOIL.UNDISTURBED � � 4. WHEN WIDTH OF PARKWAY D NOT ALLOW SPACING AS �
STANDARD FLANS.
6 SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO
SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR,
# CALIFORNIA I # CALIFORNIA � # LI � # �# � # CALIFORNIA
r rnaav ar: STANDAaur�Ln1•a rrzav t�Y: r' APPROVEDRr: INSTALLATIONSHRUB AND GROUND COVER
sT�1i{aaraa ai1N
DOUBLE STAKED TREE {pPt 7Ak a ErtJLJ r f F�Re7'VCU tsY: ;T6t7C3RR[3 F i£Jd Lf9 f t>I ROve!)BY: bCR11I5AkP ALAN
w TREE PLACEMENT C z CONTAINER PLANTING MULCH
tF 501 5 GAL-24" BOX 502 £F) Lfl SPACING 508 w
R (iFYENGINCEFt W
509
[37 i?RTF i1S bTlfi AAit?�TiC} twCflNATIOMSHQRti}PBK1�R7£2}SSCC34iuTtkE#CFf4di CFfYCt.GiP3EFR DATE USE Y?#iStizd)AR3JSPECIEi 4Ti3Rf F'LTi PUtiLEC1KRY-SC269STi2(�l'lJt CSFYCPIC6di R [JIT. s y "U "{T�CJVGitVr f2 a r c• GEF""CT1Gtl S? OA B "CONN MO
( Pa,C. 'G".c £'fti::ET 7 T`7 T2.t`.E. ,� ;.Y`iL3WT 7 OF i 2 J jJ`i'F N7tBti STA43S?A.�SPECiCtCrsBKSPds FOR PUEd,}C kVt£#KS CCRi;'42iS�.3'Ef}td �„i•I�.k-f'9 OF i 1.#.0 OItT USS 4'NYFH„1"rLrd<nfia2C7 5�`cC fP,.ATE�Nu rsSR P4� SC lht?RKS COC..CMS^TftiJC'C,Cki I 2495 1"� i} tM?F15FRi+tG�lV2AGP'C�KA .`k!S P4ft PUBLIC Vtgi:K`a tJ i £-HFF.T 4 OF 9
,x ft.cc. R C.E, 743 :xsr�r''t�a R,c:r,
TREE PLACEMENT "FREE PL "A' NTING S 11RUNB PLAANTING SHR" 8 SPACING MUL C H" LAYER
IN
SCALE: N.T.S. SCALE: N.T.S. ALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
V HIGH TUBULAR STEEL
CONBINATION WALL
EXISTING 10'HIGH
N CHAIN LINK FENCE CONCRETE HEADER
-CONCRETE HEADER MULCH MULCH
LANDSCAPE BOULDERS "CONCRETE HEADER
LANDSCAPE BOULDERS LANDSCAPE BOULDERS
". & ,.
44
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U<-
MULCH CD
SVs1ALE EXISTING cca
PLANTER COB LE PLANTER PLANTER PROPERTY HIGHLAND AVENUE COBBLE PLANTER COBBLE 121 COBBLE PLANTER PLANTER HIGHLAND AVENUE COBBLE PLAI'JTER COBBL PLANTER �' S1w�'° HIGHLAND AVENUE
WIDTH VARIES WIDTH VARIES UTH VARIES DRIVE WIDTH VARIES WIDTH WIDTH VARIES WIDTH VARIES V�ll[3TH DRIVE WIDTH WIDTH WIDTH V�IUTH VARIES V+TIUTH VARIES aRLVE 1�lIUTH V1lIDl`H AR AY
WAY VARIES VARIES WAY VARIES VARIES VARIES �+IAY VARIES VARIES
EXISTING
SIDEWALK
SECTIONIN FTYPICAL CROSS SEL03-TION SECTION 'B / TYPICAL CROSS SECTION SECTION 'G / TYPICAL CROSS %`134%,ECTION
1
SCALE' 1 11=20;-01" SCALE' 111=201-011 SCALE*1 11=20'-011
LANDSCAPE BOULDERS '
CONCRETE HEADER 7 `��a
Uj Dal b
a
Dato
LL, LLQ
0
Cc
CL
LU Uj
S1 HIGH PROPERTY WALL �
♦\'. .ti,�„ :4"1 ``i,, .� ,,'iY ."`+..tiff,' f ;:,; `7. ti1171ciTY'
DESCRIPTION OF RE VISION DATE
APPRO
F
\ 1d
nd
`4
M� " M}�y�^
CITY OF RANCNO CUCA'MONGAIM!
PLANTER COBBLE,, 41 61-6" HIGHLAND AVENUE
WIDTH VARIES WIDTH OB�LALFREDAWARD MALOU"I",
VARIES
EXISTING
SIDEWALK (0j"R E E N B E 10.*4 T
South o e
From Amethyst Street t aross
SCALE.SECTIOND' / TYPICAL CROSS SECTION
PLANTING DETAILS
I IN
i"=20'-0v#
APPROVED BY-. /7 e
CITY ENGINEER ® e
24,593
DESIGN
IT" A I BJP
JLP
LANDSCAPE ARCHITECTURE
1022°1-ATRADEMARK T'R ,fir
RANCHO CUCAMONGA,CA 91730
JLP (909) 4-2600 PARC. (909, 2802L-130F 13
2834
1-§«NO.
J /J DATE 211, / j0B N0. 0648-5 2177
PROJECT
ee . 16 of 23
DEVELOPER/OWNER
AM
=EV I
LANDSCAPE ARCHITECTURAmL PLANS CITY OF RANCHO CUCAMONGA
10500 CIVIC
H 'ir A "qw AS
IGHLAND AVENUE PARK WAY 909-477-2740
CONTACT: WALT STICKNEY
Arl
3OUTH SIDE OF HIGHLAND AVENUE
BETWEEN BERYL AVENUE & HELLMAN AVENUE
VICINITY MAP GENERAL NOTES SHEET INDEX
GENERAL NOTES: Lmi TITLE SHEET
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. Lv=2 IRRIGATION PLAN
PROJECT SITE 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. A N D AILSLm3 IRRIO TIO Ez
4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
AS REQUIRED BY LAW. L�4 PmLANImING PL AAR N
5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO
WORKING DAYS PRIOR TO CONSTRUCTION.
6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS L�b PLANTING DE I AILS
REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS,
BERYLPAHIGHLAND AVENUEu"NIFICAmol"mIONS
7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN Lm6 IRRIGATION SPE **
HIGHLAND AV U APPROVED BY THE CITY ENGINEER.
.....................................
L PE5 SHALL HA
VEA 1 FQO
T WID
E FLAT A
REA AT THE TO
E OF
L PE A
ND ALL S 0
P FS 0
L AVEA2
WIDE FLA
T 1" S
AREA
T THE TO 0
E HAL H
FEET S ,
F VERTICAL
L PE IN EXCESS 0 5
8
SLOPES
210 WY
SLOPE. (90 FICAmmomIOIAN
9. UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD HAL MMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS L�7 PLANTING SPw� Cl
ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALL 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 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 COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
19TH STREET 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.G.A.RECOMMENDATION.
w Uj 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBER 760-438-0525.
� w w 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA:
w
< < BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS
Uj < 0 BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8"WIDE X 6"DEEP CONCRETE HEADERS
> BETWEEN CITY-MAINTAINED G.G.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS
ZE BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS
J ~ U 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,AD ADJUSTED AS
� w � cc NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION.
14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA:
• 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.
N.T.S. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
A110\J1TENANU"`6' E rhm"" ESw'F""eumNNSIBILIT""Y1 MAP"
muumjULTANTZ03"
L
ARCH ITECTU RE
SITE PLANNING
A INO S6 L";"A E A N T I T I Pf"13" 10221 -A Trademark Street
Rancho Cucamonga, CA 91730
Tel (909) 434-2800
Fax (909) 484-280LMD AREA 2
LMD LANDSCAPE SUMMARY
_i��
FII�l�l�ll�ill�ll���l TOTAL SQUARE FOOTAGE 11,603 SF Richard Krumwiede
TOTAL ACRES .27 Acres GA Lic. #2834 AZ Lic. #29115
NV Lic. #448
LANDSCAPE AREA 11,603 SF
IRRIGATION AREA 11,603 SF
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Qtarp 9r" 3•nq •�7;i .•r, 6« t1iB0 i2 _,
— HIGHLAND AVENUE SIZE
HIGH
LAND AVENUETY.
.............................................................................................. .: .
w ® AULT TREES
co Lagerstroemea i.'Natchez' Crape Myrtle 59 EA 24"box qr-nsloNs 10-1-07
CITY
NJ DESCRIPTION OF REVISION 0 DATE
APPROVED
ME
Elm
O �F RANCHO U"kUCRmM0Nn` GA
U HIU"HLAND A "wVENUE PARKWAY
SOUTH SIDE OF HIGHLAND AVENUE
BETWEEN BERYL AVENUE & HELLMAN AVENUE
TITLE SHEET
APPROVED BY: DATE:
0?6747
s c A p4� CITY ENGINEER RCE . 2459
Kru ` wig, L11 a�L
DESIGN RECOMMENDED
ARCHITERRA DESIGN GROUP
ca c, ER LANDSCAPE ARCHITECTURE
® :3 �� SITE PLANNING
r sig we DRAWN 10221-A TRADEMARK STREET SH T
7_31 s RANCHO CUCAMONGA, CA 91730
DER (909)484-2800 FAX: (909)484-2802 OF 7;9 Datrv.°?
` CHECKED RLA NO. 2834 DRAWING NO.
. r� F jk��� 08/Q6/Q7 0727-52177
JC/JLP DATE Job No.
PROJECT
et Sheo. of
U-
W
XXX WWJ
X
.... ..... ...... .
X. .......
................
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......... ..... ...
......... ...
0
W i IRRIGATION NOTESm
Uj 1 NEW WATER METER(SIZE PER PLAN),AS PROVIDED BY CVWD,IS REQUIRED AT ALL POINTS D OF CONNECTION.THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW
WATER METER,z INCLUDAND ING HOINSTALLT TAATIONP AND SERVICE PROCEDURESLINE, CONTACT THE CUCAMONGA VALLEY WATER W DISTRICT FOR COSTS .
Lli 5+00. LIJ 2� TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER,FOLLOWED BY A PRESSURE
_ - 3+00 4+00 (7�)M CD REGULATOR(IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTION DEVICE,FOLLOWED BY A FLOW METER,
2+00<
1+00 FOLLOWED BY A MASTER VALVE, ALL EQUIPMENT SIZED PER PLAN, INSTALL ALL EQUIPMENT PER CITY
S'RECMENDATIS AND LCAL CODES.Hlulf-l" LAND' A V E NUE < STANDARDS AND SPECIFICATIONS,MANUFACTURER
4� LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITEOBYMON
A REPRESENTATIVEOTH
OF E CI TY ACTUAL
11h, C
X- Uj 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARD SHACK CGS-2 ENCLOSURE,
3
Cg*2 momomm MINNOW= NOOSE= moommm z AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.
US WO K1/2 If ......... WWOWI 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN
1 07 R 1/2" ----------- CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE, AVOID ANY
11/2" JZ CONFLICTS BETWEEN THE SPRINKLER SYSTEM,WALLS,STREET LIGHTS,SIDEWALK,UTILITY LINES AND
� 11, 3/411
-0 3/411 EQUIPMENT,AND ARCHITECTURAL FEATURES.
3/411 3/411 3/4" ill ill 3/411
AK_ 39 1 3/411 3/4" 3/411 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO
r 3/4
ILL /411 3/4" 11/ 11, 3/411 3/4" • ......... < COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO
3/4" 3/4" ................
0 THE CITY.
..... ... ..... 2
...... ....... LIM
...... .... ...... .......................
IT OF WORK
25V97".
ES PIPES AND
6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIC
EDISON LIMI• T OF WORK
STRUCTURES,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE
VAULT CITY,FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIE
-D) NOTE:
PRESSURE REGULATOR MODULE (PRS 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE
CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL VALVES AS WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL INCLUDE THE SELECTION AND
NECESSARY TO ALLOW SUFFICIENT AMOUNT OF PRESSURE TO OPERATE EACH VALVE. Of INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN(PCS)IN ALL SPRINKLER HEADS AT INITIAL
CONSTRUCTION.
8. WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS,STREET LIGHTS,TREES,ETC.)INTERFERE WITH THE
MAINLINE NOTE: SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION
MAINLINE SHOWN ON THESE PLANS IS DIAGRAMMATIC, CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF
CONTRACTOR IS TO PLACE MAINLINE IN PLANTER AREAS. CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL
X
ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY.
ILL.
9. INSTALL FOUR(4)SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST
W
... ....... REMOTE CONTROL VALVE(RCV)OR QUICK COUPLER VALVE ON EACH BRANCH, PIGTAIL EACH ORANGE WIRE
XX-X. ft%*.. ATTHEENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING.
...... ......
.... ...... ... ...... ..... ..... ...... .......
...........
15 10, IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF)AND 2 INCHES OF
0 WATER PER WEEK(GROUND COVER/SHRUBS)APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE
W.W.1 HOURS OF 9:00 P.M.TO 5:00 A.M.ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME.
W W 11. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF
> CONNECTION, THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION
CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF
0 Lij INSTALLATION, ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY.
co SEE POINT OF CONNECTION 1 OfOLU
< +00 U) 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000.8-LR W/TP-1,TP-1 10 AND LR/RR DOME INSTALLED WITHIN
'A' ENLARGEMENT BELOW 7+00 8+00 ASTRONGBOX SB-16S AND A SEPARATE METERED ENCLOSURE MPE-A16-10K,ANTENNA PORT INSTALLATION
W 6+00 1 1 TO BE PROVIDED BY THE CITY,THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN
ENCLOSURE.SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE,ACTUAL LOCATION OF
Uj i 00 1 GN ION L AND NVENUNE THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY.
U) F-
-I N us c1q-6 111 W 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE
0 -5 Z RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS
P(-4 ommmmm m� EMMONS= mummmmo mommom mmo� I-Me AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID FOR BY THE DEVELOPER.
Wc� mumeem mmmmmm anommon cD -.11
nomp� mmm nommmom SWEET SESSION" low� NEMESES "NONE" WEENEEN MENNESEL I M I Fz-WORK -------
Uj 1/211 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED
z GOMM UNLESS OTHERWISE DESIGNATED ON THE PLANS.
3/411 3/411 3/4"? I
_j M 3/411 3/4" 1 11/4" '1- 3/411 All 3/411 11/4" 1 3/4" 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER
3/4" 3/4" r79z
LN 3/4"' 11 3/411 .... ...... HEAD IS 1/4"ABOVE FINISHED GRADE.
3/411 3/411 #
3: 1'3/4" 3/411 $ # T-7 ..........
If 3/4" 11/4" 3/411 3/4" 3/4" 060
3/411 3/4" ....... ..... ....................
r7 ....... ...... ........... . ......................
.. .... ........
7�..-. ............... ..... ------
+'.... ...............
..... ..70.esv% WAo
.......... ..... .................
........... ..... ..... ...... LIMIT OF WORK
...........
< LIMIT OF WORK
roll, WIRE', A
[_X_ER. RE F. 11. 1 AT 10"N L EC...3 E N ffLw jm%'
SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I.
X
X CALSENSE CONTROLLER'A'ASSEMBLY AVAILABLE THROUGH
RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5 .20 30
JOHN DEERE LANDSCAPES GREEN TECH DIVISION
PHONE#(949)455-7465 ATTN.:MICHAEL PALUMB
V RAINBIRD 1812-SAM-PRS-BH POP-UP-SPRAY HEAD 8 .50 30
.40 30
.......... RAINBIRD 1812-SAM-PRS-10Q POP-UP-SPRAY HEAD 10
...............
................ . .....
BOOSTER PUMP MODEL#BEPGA6-3-2-2 AVAILABLE THROUGH
..........
.... . Uj JOHN DEERE LANDSCAPES GREEN TECH DIVISION
0 V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10 .80 30 PHONE#(949)455-7465 ATTN.:MICHAEL PALUMBO
I
z V RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10 .80 30
Lij Uj NOTES: BOOSTER PUMP NOTE:
> %ftkft.
0 0000, 1. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO 1) FOR BOOSTER PUMP SPECIFICATIONS,SEE DETAIL K,SHEET L-3.
...."fe PROVIDE 100%COVERAGE TO REDUCE OVERTHROW ONTO WALLS,WALKS AND STRUCTURES .
13+00 13+53.96- 2) SEE ELECTRICAL PLANS, PREPARED BY OTHERS,FOR CONDUIT SIZES
11+00 12+00 EQUIPMENT AND LOCTIONS. CONTRACTOR TO RUN RELAY&CONTROL WIRES FROM
W 1(f+00 - 1 ohm I GN H` L AN D A V E N mum E - I- CONTROLLER TO BOOSTER PUMP MASTER VALVES AND FLOW
LILI t- - - f El 11/2"DOMESTIC WATER METERS PER CUCAMONGA METERS THROUGH CONDUITS.
U) VALLEY WATER DISTRICT,SIZE PER PLAN.
-1 1 �)(-7 C, 8 j WATTS FBV-3 LINE-SIZE BALL VALVE PRESSURE REGULATOR MODULE (PRS-D) NOTE:
co a m� mossomm - CC BP BARRETT 30GA6-1.25 BOOSTER PUMP,SEE SHEET L-3, DETAIL K FOR ADDITIONAL CONTRACTOR TO ADJUST EACH PRS MODULE AT REMOTE CONTROL
mmmmmm - I F"W017R 11/2" 0
W 11/2 3>11 Lli INFORMATION TO OPERATE EACH VALVE. SUFFICIENT AMOUNT OF PRESSURE
z3i43/411
U_ FEBCO 825-YA 11/2"REDUCE PRESSURE BACKFLOW DEVICE INSTALL IN
3/411 3/4" A COAST GUARD SHACK ENCLOSURE MODEL#CGS-2.
-J 3/�11 11 'V C- j it 3/4" r7 0
3/4"
3/4" 1114° 3/4" ..............
F-
..................
................. 0,
CALSENSE FM-1.25B 11/4 FLOW METER
2
LIMIT OF VVORK
X
SUPERIOR 3100 SERIES 11/4"NORMALLY OPEN MASTER VALVE
F. 11.2 CALSENSE ET2000e-8-LR/RR1 TP1-TP1 10 8-STATION ELECTRIC CONTROLLER, INSTALL WITHIN
2 AND LR/RRe DOME STRONGBOX SB-16SS
La.MIRE F1 1.J4
**UE STRONGBOX MPE-16A-10K METER ENCLOSURE AND ELECTRICAL PANEL.ELECTRICAL
SERVICE FOR CONTROLLER AND BOOSTER PUMP BY OTHERS
C"OoNi'"TR"OLLER 1* VALVES
P.ut"'.C. FEW E N LAA R G E M E N'T
RAINBIRD EFB-CP-PRS-D ELECTRIC REMOTE CONTROL VALVE,SIZE AS SHOWN
28 -3 28 XERISCAPE ASSESSMENT SEE PRS-D NOTE BELOW
11/411 1425 sq.ft. 11/411 1425 sq.ft. SYSTEM SUMMARY EXISTING 811 WATER M we4V##** BOOSTER PUMP RAINBIRD 33DNP NON-POTABLE QUICK COUPLER VALVE,150' O.C.MAX. 19)?1&AT101V 9- LIS RO V1510INtIs 10-1-o-7
REEERENCE- LINE VERIFY LOCATION # APPROVED SCH.40 PVC MAINLINE,SIZE AS SHOWN,MIN.COVER 18 0 DI
li..--LRREATtO-N-(Point-Val.u-e) P-O.I.NTS -CLAIMED NO MAINLINE EXTENDING TO T-ciTy
VALVES AS SHOWN ON PLAN APPROVED SCH.40 PVC LATERAL LINE,SIZE AS SHOWN,MIN.COVER 12" DESCRIPTION OF REVISION ATE APPROVED
if 1425 sq.ft. 11/411 1425 sq.ft. HOT TAP PER
1. Low gallonage irrigation system.(20) 20 L-2/11.1 CVWD STD.11 A
2. Automatic controller.(20) 20 L-2/11.2 IN M BP NOTES:
NEW 11/2"WATER 11/2"BALL VALVES CITY OF RANCHO CUCAMONGA-
4-5 28 4-7 27 METER W/2"SERVICE 1 CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO
11 if f 3. Designed to water�,lants by 10 L-2/11.3 PER CVWD STANDARDS 11/2"MASTER VALVE PROVIDE 100%COVERAGE,AND TO REDUCE OVERTHROW ONTO WALLS,WALKS,ASPHALT AND
11/4 1425 sq.ft. 11/4 1425 sq.ft. watering needs.(1 ) - - 2AND 2A 11/4"FLOW METER STRUCTURES,AS MUCH AS POSSIBLE. H.10"GHLAND AVENU"w"T PARKWA17
4. Soil moisture sensors.(10) 11/2"REDUCED PRESSURE CONTROLLER
4-6 28 #-8 28 5. Rain sensors.(5) 5 L-2/11.4 BACKFLOW DEVICE ELECTRICAL METER SOUTH SIDE OF HIGHLAND AVENUE
11/411 1425 sq.ft. 11/411 1427 sq.ft. 6. Wind sensors.(5) - 11/2"BALL VALVE ENCLOSURE `V A L V`E '0 S I Z 11 k\jK`"jN OK EY BETWEEN BERYL AVENUE & HELLMAN AVENUE
7. Sensitive to slope factors.(5) 5 L-2/11.5
8. Reclaimed or recycled water.(5) - CONTROLLER VALVE C-1 loo-- GPM IRRIGATION PLAN
ZONE SQUARE MWEEN""I"
underground S%jervice Alert POINT OF CONNECTION 'A' NOTE VALVE SIZE 490 sq.ft.
Total Points Claimed: 60 CONTRACTOR TO MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM FOOTAGE C I APPROVED BY: DAT .
TO A NEW 11/2"DOMESTIC WATER METER. REFER TO UTILITY PLANS FOR CITY ENGINEER RCE No. 24593
,d I Arqltjl,I,
*U I
(Minimum Points Required: 60) ADDITIONAL INFORMATION. EXTEND NEW TYPE"K"COPPER PIPE(OR AS PER -19
Call: TOLL FREE LOCAL CODE)AND INSTALL A 11/4"BACKFLOW PREVENTER,A 11/4"FLOW 0 DESIGN RECO
mmmomm METER,AND A 11/4"MASTER VALVE AND EXTEND MAINLINE TO VALVES AS ARCHITERRA DESIGN GROUP 0
SHOWN. PLAN C%R' "0%0 S'Z03) R" E F E w R E N C E S - DER LANDSCAPE ARCHITECTURE
j SITE PLANNING
1 -800 STATIC WATER PRESSURE: 35 P.S.I. t61W N 10221-A TRADEMARK STREET ET
ADDITIONAL PRESSURE FROM BOOSTER PUMP: 40 P.S.I. N�i-c RANCHO CUCAMONGA, CA 91730
TOTAL SYSTEM WATER PRESSURE: 75 P.S.I. FOR NOTES AND LEGENDS, SEE THIS SHEET §�pn4tivpe, -DER (909)484-2800 FAX: (909)484-2802 L-2 OF 7
(P Date
422-4133 SYSTEM DESIGN PRESSURE: 55 P.S.I. FOR IRRIGATION DETAILS, SEE SHEET L-3 CHECKED RLA NO. 2834 DRAWING NO.
MAXIMUM IRRIGATION DEMAND: 28 G.P.M. FOR SPECIFICATIONS, SEE SHEET L-6
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-4 OF C SCALE: 1 20' JRC/JLP DATE 08/06/07 JOB NO 0727-5 2177
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CALSENSE E N
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JOHN DEERE LAN
PHONEff(949)455
PROJECT Sheet No. of
ENCLOSURE.MODEL PER BACKFLOW PREVENTER TO SPRINKLER-ANGLE PIPE TO POP-UP SPRAY HEAD BODY 6"-12"DIAMETER CLEAR
cn cn IRRIGATION LEGEND ASSEMBLY SPECIFIED DEPTH WITH 45° ELLS SET TO 1/4"ABOVE FINISH
w LIU® ° GRADE OF SOIL. MULCH PER CITY
Cr m NIPPLE-TYPICALSCH 40 PVC MALE
Z J (} SCH 0 PVC UNION ADAPTOR STANDARD,TAPER
4 PLACES "SNAP TITS"WATERPROOF FINISH SOIL GRADE- AWAY FROM HEAD
WHITE CONNECTORS OR EQUAL
-- ® ® ® ® emam\8♦ \\e8\e08
PIPE SUPPORT PERGVWD PVC NIPPLE •rmmrmmrrrmmrmrrrrrm mrrmrrmr°• memmrrmrmrm♦mrrrrrrmmmrm♦ m
'-1 W °e®e r°i i t e•i i a°e i r!r°i®°®®♦°®°m°®°®°e w s•ias°am® s s i°®°r°r°♦®®°i mmrara®®r®rarm®\arm a®a♦m®amarara�
Z BLUE < ELECTRIC CONTROL VALVE WITH \•..eae\\.\..l,a\.am. .ms. „maaa ,.em\e\.m,!.lm.l,.•a
- RQUNDPLASTIGVALVEBOX& -� STD. ..mrrrr♦mmr♦rmrrrr rmrr mrrm ,r♦m♦mrr .mmrmr>♦♦rmmm,m
W •eare®•r•oam°s°Tai®r°eam®r°m°°a®e°♦°r®e°®°s°s•T®°s®s°®°®®To rasarar!®ararmrar°rara®arm®e®era°eraramarar!°ara a a
W COVER ETCHED"IRRIGATION GATE" BRASS WYE I cr PRESSURE REGULATOR a.°°••°°•amaaaa\ °®•°°.,°,.., °°®°.°•ma®°°.,,.,.,°•••
♦rr♦rrr♦mrrrerrer rmrrme ♦ s ♦r ♦rm♦r♦♦r♦m♦r♦ ♦ ♦a
ma!!mm\memmemmmemm ems esamemmsla ees lsa\aameeaaa\aaamea+
Q ares era°a°e®m°a°e®\ara®e°a°s°\a°ar•a a®a•e°e®a a®s a'e a s°s° !°s°a'\°0 a°a°e°a°a°a°a®ara°mra°�a s°�\ea a°
< (CARSON OR EQUAL) STRAINER WITH I I z PLASTIC VALVE BOX AND LOCKWG `°"®°°®®'®®"®`" `®"°`®""`®" "®""""`"`®"•"®"`
®�0®o`a 0®a®0 a°a°a°®°a®a°aa®e°\a a as®e®sa°ara®a°a°aa°\°\°a°m a®a•a®a®a°a°aa®a\°0 sure°aa®a°!°ara®
60 MESH NIPPLE cn •mr. ear .raara°er ®a• !•m•.•..re•...•!•.•..r
MQNEL SCREEN RED CD COVER(CARSON OR EQUAL),
< MARKED WITH IRRIGATION RCV
FINISH GRADE 6 THiCK X 12 WIDE BLACK
I i CONCRETE PAD LENGTH WATERPROOF ALL WIRE z W AND ETCHED WITH CONTROLLER
PRESSURE ( ® AND VALVE SEQUENCE
REGULATOR I VARIES PER SIZE/ IRRIGATION CONTROLLER CONNECTIONS 0. <
ON-PIPESUPPORT MANUFACTURER SLOPE TO PIG TAIL EXPANSION z FINISH GRADE
SEE LEGEND PERGVWD - z DRAIN AT MINIMUM 2°�° 6 MIN.
FOR MAKE AND I STD.DWG.305. - I LOOP MIN.24"LONG
BALL VALVE-1 1/2"OR SMALLER WITH MODEL NO. FINISH GRADE PLASTIC VALVE BOX(CARSON OR ( )
STAINLESS STEEL HANDLE 121 EQUAL)WITH PLASTIC INTEGRATED
UNiON - LOCKING LID,PLACE AT GRADE IN
RESILIENT WEDGE-2"OR LARGER WITH PVC SLEEVE TURF AREAS AND 3"ABOVE IN SIDEWALK �
2"OPERATING NUT w°� ®a® vw w A w• v, w REQUIRED FOR PLANT BED.
GATE VALVE ®► °® °A ° PIPE THROUGH PIG TAIL EXPANSION '� z
z
EPDXY COATED CONCRETE PAD LOOP(MIN.24"LONG)
VALVE NIPPLE TYPICAL `� SCH 80 PVC
z FROM WATER SOURCE NI PLACES SCOTCH LOK EPDXY FILLED 3.. PIG TAIL EXPANSION (MINIMUM 2'"HONG)
CONNECTORS FOR ALL FLOW WHITE LOOP(MIN.24"LONG)
SCH 40 PVC MALE SENSOR WIRE CONNECTIONS. (COMMON)
90%COMPACTION INSTALL SCOTCH LOKS ZD
ADAPTOR BRASS ANGLE SCH 80 NIPPLE-6"LONG
3" 3" REQUIRED IMMEDIATELY AFTER BLUE z FLOW VALVE W/UNION SCH 40 TXT 90P ELL
® INSTALLING FLOW METER. OF 14
WIRES a, 3°'
TO METEIff _ ` o ® • • 3/4"WASHED MARLEX 90°STREET ELL
CRUSHED AGGREGATE
LINE TO SYSTEMS RED ® z a SCH 80 PVC NIPPLE
RIGID PIPE AND RELATED FITTINGS SHALL BE PER BLACK MASTER CONTROL . 0 � �
ELBOW ••ti VALVE b. r w
• • CUCAMONGA VALLEY WATER DISTRICT STANDARDS. TYPICAL(4)PLACES F�Ow ! - SCH 80 PVC UNION
Q"�• CONTRACTOR SHALL VERIFY WITH CVWD PRIOR TO 3/4"WASHED CRUSHED MARLEX 900 ELL
CONSTRUCTION. .y•. ' AGGREGATE TO BE
MAINLINE DIA. PLACED TO A DEPTH OF CONTROL&COMMON WIRES NON-PRESSURE
SAME AS FLOW LATERAL FITTING
NOTES: FLOW METER MASTER VALVE BOX. NON PRESSURE LATERAL LINE
`° ® ®°A•q METER SIZE 6"IN FLOW METER AND
®�. 1. INSTALL PER LOCAL CODES.
2. EQUIPMENT TO BE INSTALLED AT A MiNIMUM OF 24"FROM ANY MAINLINE DIAMETER
STRUCTURES OR HARDSCAPING. SAME AR FLOW MINIMUM DISTANCE DOWNSTREAM OF
0 3, WHEN UNIT IS NEXT TO A STRUCTURE(IE,WALL,BUILDING,ETC.) METER IZE UNINTERRUPTED PIPE(5X DIAMETER
3/4"WASHED CRUSHED r MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE, OF FLOW METER SIZE)
BRASS NIPPLE
AGGREGATE BASE 4, ORIENT UNIT PARALLEL TO STREET. MINIMUM DISTANCE UPSTREAM OF SCH 80 PVC SXSXT TEE
NOTES: 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. UNINTERRUPTED PIPE(10X PRESSURE SUPPLY LINE NOTE:
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. o DIAMETER OF FLOW METER SIZE) o NOTES: 1.LOCATE HEAD 2"TO 6"FROM WALKS,CURBS,HARDSCAPING,
6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. MOW STRIPS AND EDGES OF LAWN.
2.INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING. o �' 1. INSTALL CONTROL VALVES A MINIMUM OF 12"FROM STRUCTURES OR HARDSCAPING.
3.INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. cv 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER N 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 2.USE TEFLON TAPE ON ALL MALE THREADS.
4,PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WHEN MAINLINE IS 3"OR LARGER. NOTES: 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE
0 5.ATTACH PLASTIC VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND o ® 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. (0 COMPENSATING FEATURE AS PER THE IRRIGATION PLAN.
8. IF A PRESSURE REGULATOR IS REQUIRED IT SHALL TO BE INSTALLED ON 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 4,HEAD CONNECTION AT BOTTOM INLET ONLY.
o VALVE NUMBER INSIDE VALVE BOX, o THE INLET SIDE OF BACKFLOW LOOP. 0 2. IN MULTIPLE FLOW METER/M.V.INSTALLATIONS MAXIMIZE THE DISTANCE o
FROM THE"TEE"TO EACH FLOW METER TO MINIMIZE TURBULENCE. N 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND N
9. INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2" VALVE NUMBER TO WIRE INSIDE VALVE BOX.
a
I A U CALIFORNIA 4 CITY A A , CALIFORNIA N CITY RANCHO CUCA O A, CALIFORNIA o CITY RANCHO CUCAM A, CALIFORNIA Q CITY N A A, CALIFORNIA
N
W APPROVED BY: ISOLATION I`- APPROVED BY: t,p (� (� cA
VALVE STANDARD PLAN REDUCED
I(-1 P ESSI IRC STANDARD PIAN APPROVED BY: STANDARD PLAN r`^ APPROVED BY: MOT CONT L VALVE WITH STANDARD PLAN APPROVED BY: STANDARD PLAN
® 3" r small r 1 ACKLOW P VENT 517- FLOW INSTALLATION 515 SHUT-OFF VALVE UNION 520 Q AHEAD539
W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER > �i >
X R.C.E. 24953 SHEET 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
� R.G.E. 24953 SHEET 1 OF 1 R.0 E. 24953 SHEET 1 OF 1 Of R.C.E. 24953 SHEET T OF 1 R.G.E. SHEET 1 OF 1
0 N T R"L Vff A UVE E P 0 P mum uB ' mEAD
LINE SIZE GATE % 'AL'% 'E BACK"FLOW PRE"VENTER FLOW METERI IN 'TALLATON FR E M ko'")T E R
A 0
SCALE: SCALE: SCALE: N.T.S. SCALE: .T. . CALE: N.T.S.
18" METERED ENCLOSURE
STRONG BOX MODEL NO. HARDSCAPING(SEE NOTE 4)
MPE-SERIES
FRONT VIEW STAND ALONE CONTROLLER WITH ANTENNA
NOTE:
METER TO FACE STREET
TOP ENTRY ENCLOSURE _
ROUND PLASTIC VALVE BOX&COVER: STRUCTURE OR STRONG BOX MODEL N0.
ETCHED"QC"(CARSON OR EQUAL) HARDSCAPING LR/RR DOME ANTENNA SB-SS-SERIES I III I I III III®
NOTE: PORT LOCATED OUTSIDE OF -III I i I I i I(-
FINISH GRADE ENCLOSURE TO BE GROUNDED PER
AT GRADE IN TURF AREAS - BOX.INSTALLATION/LOCATION CALSENSE CONTROLLER
6"MIN. LOCAL CODE PER CITY REPRESENTATIVE. MODEL NO.PER PLANS
N VERIFY DIRECTION PRIOR
3'IN NON-TURF AREAS 18"MAX. TO MOUNTING ANTENNA, COAXIAL CABLE _
CALSENSE TP110 CALSENSE HARNESS
FINISH 120 VOLT DUPLEX O ' CALSENSE TP-1 40J. CLEAN BACKFILL-SEE
►PP® ► GRADE $„ L NON-SWITCHED.TO BE PLACED BOARD REGARDLESS II 1 I I I II I4 SPECS.FOR MATERIAL.
MIN• 3'X 3'x 6"CONCRETE WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. I i I I I 90%COMPACTION REQUIRED
® 2% In-Al FOOTING INSTALL A MIN. ENCLOSURE cv I I I
o . .®r OF 3"ABOVE GRADE W z _III III -i
► A, .a ® AND SLOPE TOP TO NO OPEN ELECTRICAL WIRING W,
33 DNP QUICK �® • I I ° • `� ° I I I I PROVIDE 6 MIN.OF SAND
a .a ° a Q DRAIN AT MIN.OF 2/° SHALL BE IN CONTROLLER z
COUPLING VALVE MOUNT AREA. 8 COMMON/CONTROL WIRES LIUW N If
II -III BEDDING AND SHADDING
RUBBEACKFILL SEE
WITH R GAPRPLE GRADE 2%FINISHT -III SPECS.CLEAN BFOR MATERIAL. _ ,, e
120 VOLT WIRE IN 6"THICK CONCRETE I '." ' i
STAINLESS STEEL RIGID STEEL CONDUIT ► : ,a a® OF3"ABOVE GRADE AND o I i Ell 90°!°COMPACTION REQUIRED `'
SCREW CLAMP (PER LOCAL CODE)TO ; ; ® a ,° SLOPE TOP TO DRAIN AT F- -III ''' '''. ''.` '.`' "`'..... .... .... .... .......'
IRRIGATION CONTROLLER MINIMUM OF 2%. 1I---
� MINIMUM(3)PLACES 120 VOLT WIRE IN RIGID STEEL 900SWEEP ELL 6" ENCLOSURE
Z 3/4"WASHED CONDUIT(PER LOCAL CODE) (TYP.) 3"SCH 40 CONDUIT FOR � I I NON-PRESSURE LATERAL LINE: I I .. . CONTROL WIRE SLEEVE-
CRUSHED P ► ® TO POWER SIDE OF ENCLOSURE r
COMMON/CONTROL WIRES -I i I I I SGH,40 SNAKE PIPE IN I I
AGGREGATE BASE Rs WX mq TRENCH SIZE PER PLAN INSTALL
20
•� 120 VOLT WIRE IN RIGID STEEL ° I I - ®III I I I I ADJACENT TO PRESSURE
a 90 SWEEP ELL "6� -
SIDE VIEW CONDUIT(PER LOCAL CODE "? - «, I I I i i I SUPPLY LINE
SCH 40 BRASS NIPPLE _ TO METE F�ENCLOSURE ) (TYP.)
L
LIGHTING CONTROLENCLOSURE STRONG BOX , PRESSURE SUPPLY LINE:
-- SCH.40/CL.315 SNAKE ®III I _ PRESSURE SUPPLY LINE
SCH 40 BRASS NIPPLE MODEL NO.MPE-SERIES r ALL CONNECTIONS SHALL BE WATER TIGHT PIPE IN TRENCH I I I I I I I I I i SLEEVE-SIZE TWICE
24"LONG "OUTDOOR TYPE"CONNECTIONS, I III I I I I I' ii- SDIAMETERUPPLY LI E PRESSURE
LIGHTING CONTROL TIMER ELECTRIC METER PER SCE ®I i II = CONTROL WIRES-BUNDLE
6 TYP.
AS REQUIRED PER PLANS
ERGLQSURE MOUNT i i I I N I I=11 AND TAPE
A 15 OT .AND
NON-PRESSURE LATERAL
120 VOLT DUPLEX OUTLET(GFCI), _ LINE SLEEVE SIZE TWICE
NON-SWITCHED,TO BE PLACED '� PRESSURE SUPPLY LINE
WITHIN LIGHTING CONTROL NOTES: -I I I -I DIAMETER OF NON-PRESSURE
ENCLOSURE I i I I I III I I LATERAL LINE
SCH 40 BRASS 900 ELL I I ' 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES.LOCATION i I I®III® PROVIDE 6"MIN.OF SAND
HEAVY DUTY WEATHER-RESISTANT TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 'I 6"TYP. NOTES:
SCH 80 PVC 900 SCH 40 BRASS 900 PHOTO ELECTRIC SWITCH FOR 2.CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE i l I BEDDING AND SHADING
1. ALL SLEEVES TO BE SCH 40 PVC,
STREET ELL STREET ELL LIGHTING CONTROL AS REQUIRED CONTROL VALVES, 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.
PER PLANS 13.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE
PRESSURE SUPPLY #4 REBAR STAKE o FINISH MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 3.ROUTE SLEEVING AROUND HANDICAP RAMPS.
MIN. ' 2% GRADE 4.COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR.
LINE FITTING (24"LONG) o ®. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD.PLAN i20
C? . L °a ° 0 5.NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES.
.a ° 0 24"MIN.TO 36"MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION).
N PRESSURE SUPPLY LINE 8'GROUND ROD N 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO NOTE: ( )
z°SCH 40 CONDUIT LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET.
FOR LIGHT WIRING 120 VOLT WIRE IN SYSTEM PRIOR TO ACCEPTANCE. 1.PIGTAIL AND LOOP CONTROL WIRE AT 90°CHANGES IN DIRECTION.
6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE.
NOTE: I I RIGID STEEL CONDUIT LO 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 0 2.PRESSURE SUPPLY LINE:21/2"AND SMALLER 18"MIN.DEPTH o
CNJco (PER LOCAL CODE) 0 8.CONTROLLER NOT TO BE CONTROLLED BY GFI OUTLET,IT IS TO BE WIRED'HOT'. 0 3"AND LARGER 24"MIN.DEPTH
1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. TO METER ENCLOSURE N r
40 CV CV
N o CITYRANCHO CUCAMONGA CALIFORNIA N
iTY UCA CALIFORNIA APPROVED BY METER ENCLOSURE WITH STANDARD 4 CITY FRANCHO CUCAMON A, CALIFORNIA N CITY F ANC U AM N A, CALIFORNIA Q CITY F RANCHO CUCAM A, CALIFORNIA
APPROVED BY: STANDARD PLAN ~ APPROVED BY: APPROVED BY: CD APPROVED BY:
QUICKI V w EXPANSION LIGHTING ENCLOSURE 523 CONTROLLER ASSEMBLY STANDARD PLAN STANDARD PLAN STANDARD PLAN
W 5 ®_ INSTALLATION - TYPE A TYPICAL HIN 532 TYPICALSLEEVING533
U) W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION V) 524 N
> r R.C.E. 24953 SHEET 1 OF 1
W CITY ENGINEER DATE SE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > CITY ENGINEER > CITY ENGINEER >
CC R.G.E. 24953 SHEET 1 OF 1 W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
� R.C.E. 24953 SHEET 1 OF 1 � R.G.E. 24953
R.C.E. 24'953 SHEET 1 OF 1
SCALE: U I 1 0"" q ETA I L
QUICK' COUPLER% `VAUVE METEPR% ENCLOS" `% E C 0" N T rh`0" L L E R TRENC" HINU uETAIL SLEE'V IN LJ
L ALN.T.S. SCALE: ALE: N.T.S.
Rx'1 ARS
w�yJ•
MW/
BEPGA6-3-2-2 28 GP10�I 75 PSI 2 INCH 1.8 Gauges shall be 2_"diameter face, glycerin fitted with stainless casing and � �
S stem Model Number System Design Flow Rate System Design Pressure S stem Pi yin Size brass internals. Water Meter: Size 1 1/2 c0 -�
1.9 Flow activated paddle style magnetically coupled flow switch, sensitive to .: :.....::::.::::-:::::::_......:::::::::::::: ::: ::: :: ::== c� to
3 PSI 230 VAC 1 PHASE 60 Z ------.................................... Elevation: 1553 w c�
flaws as low as 1 fps, mounted on piping and interconnected to time delay relay to
Minimum Suction Pressure System Electrical Voltage S stem Electrical Phase and Frequencyshut down pump on no-flow conditions, time delay relay adjustable from 0 to 5 Static Pressure: High 42 Low 35 signature
30GA6-1.25 28 GPM 120 FEET minutes. 2
Source Of Information: VW -TED MUNSON 7-318
Pum Model.Number Pump Ca acit (GPM} Pump Total Head(Feet)
1.10 Pump system shall be mounted on a structural aluminum skid with 8
Phone Number: 909-987-2591
3 P 3500 18 AMPS mounting flanges on front and back to allow for mounting of skid to concrete pad. Date Of Information: 08/01/07 Date
T Q.
Pump Horsepower Pump RPM System Full Load Amperage UGT Net Cost Each FOB Jobsite Skid equipped with pipe support on suction and discharge piping. All nuts and F
bolts and washers to be heavy zinc coated steel on skid and piping. Skid shall Remote Control Valve: >
iBOOSTER PUMP ASSEMBLYnclude mounting hardware for integral aluminum enclosure. G.P.M.
-...... .:�-,
Maximum Demand: 28
1.11 The system enclosure shall be vandal and weather resistant, marine rade __ ____,,
y g Elevation of Highest Head: 1554'
1.1 Simplex water pressure booster system as designed and fabricated by Barrett aluminum alloy 5052-H32 construction with rectangular punchouts for viewing and g
Engineered Pumps. The system shall be a completely prefabricated system with pump,
heat dissipation. The enclosure shall be low profile hinged top design with padlock ti___ , " Qty. Size Item P.S.I. LOSS
piping, electrical and structural elements. provision. The cover shall be secured to the concrete pad with stainless steel
1.2 Pump shall be; hardware. _ I 11/2 Water Meter 1
.60
1.2.1 Single stage end suction close coupled centrifugal, cast iron bronze fitted 1.12 Pump Assembly shall include the following option(s); 5
construction, equipped with mechanical shaft seal, back pullout design. Impeller shall be ® NONE 11/2" R.P. Backflow Device 12.00
�i
threaded directly to the end of the shaft. Pump shaft shall be stainless steel with no I; ELEVATION �•
1.13 The services of a factory representative or trained service professional _e:___.__ _ _ 11/4 IOw Meter 1.08
sleeve. Pump shall be directly coupled to a C-face electric motor. _______________________________________ .__-.._______-
,.
shall be made available on the job site to check installation and perform the startup I 11/4" Master Valve 1.69
1.3 Electric motor shall be of the squirrel cage induction type suitable for full voltage and instruct operating personnel. A startup report containingvoltage and amperage I I I I: ;t, I.---- , - :1 ►�
DESCRIPTIONAPPROVED
starting. Motor shall be ODP to aid in cooling. Electric motor shall be rated for continuous p g p p p g2
readings, suction and discharge pressure readings, estimated flow conditions, and a C
I I 2 Gate Valves .2
service. The motor shall have horsepower ratings such that the motor will carry the general operating characteristics shall be submitted to the Owner. 5' 2" Main Line 3.30
maximum passible load to be developed under the designed pumping conditions and not 1.14 Four sets of operating and maintenance manuals shall be provided to the I` `` = 3 , 11/4�� R.C.V. Assembly 2.12
overload the motor beyond the nameplate rating of the motor. Motor shall have a 1.15 / Lateral Line 3.56
service factor. The motor shall conform to the latest NEMA Standards for motor design C I y F RANCHO CUCAMONGA
owner after startup and shall include parts manuals for major components =€ 2 i
10' 1'° Lateral Line ,20
performance curve for um '
p pump, general sequence of operation, and electrical
and construction. schematic for control panel. � 1 11/4 Lateral Line .21
.-d
1.4 Pump Control Panel shall have a NEMA 4X plain front non-metallic enclosure 5 L / i Fittings Loss (10%} 2.30 1 L`1H L AN" A VE"NUE PAR"K WA I
with padlock latches. Includes power and control resetable thermal circuit breakers, 3 1 lavation Change (+-}
heavy duty magnetic starter with adjustable overload protection, Hand-Off-Auto switch to
SOUTH SIDE OF HIGHLAND AVENUE
select mode of operation, and heavy duty numbered terminal strips for power and control BARRETT
wiring lead terminations. Total System Losses: 28.26 NU AVENUE
Pressure to Operate Head: 30.00
1.5 Metal oxide varfstor protected pump start relay(s) incorporated in panel to start �___ p
pump with signal from each irrigation controller. SPECIALISTS I PUMPS AND PUMPING SYSTEMS 7 Total Pressure it 58.26
1.6 All system piping shall be type"L"copper.All fittings shall be copper or brass, P.O.Box 131.30 San Diego CA 921.70 3130 I_ __ _____________________________________________________________________ IR'"IGATION DETAIL
_______ _ _ _______.`: PLAN oto essu e eqU ed
_-_-_-_
with unions or flanges to allow for system disassembly or major component removal. 1695 National Ave. San.Diego CA 92113 ,..-,..-....•__________________________________ _ __
Lowest Static Pressure Available: 35.00
System shall incorporate an integral full pipe size bypass line with isolation valve to allow Phone(619)232-7867/FAX(61.9)232-3029 1. CLOSE-COUPLED CENTRIFUGAL PUMP, CAST 5. INCH TYPE rLr COPPER, Boost to Pressure: 40.00 • °
for um removal and repair without disrupting water supply to system. IRON BRONZE FITTED, 6, BRONZE UNION ADAPTER, DATE:
pump p p g pp y y 2. NEMA 4X SIMPLEX CONTROL PANEL FOR 7, PRESSURE GAUGE, LIQUID DAMPENED. Residual Water Pressure: 16.74
1.7 Isolation valves shall be all brass quarter turn ball valves with hard chrome ball PROJECT CONTACT: AUTOMATIC OPERATION, 6, MARINE GRADE ALUMINUM ENCLOSURE, No.
24593
on lines 2" and less. isolation valves shall be lug style butterfly valves with una-N Micheal Palumbo 3, BRONZE 1/4 TURN BALL VALVE HINGED TOP,
4, BRONZE NON-ADJUSTABLE FLOW SWITCH, 9, STRUCTURAL ALUMINUM BASEPLATE. City equried Residual Water Pressure: 15-2Q� DESIGN RECOMMENDED
elastomeric seats, ductile iron nickel coated disc, and stainless steel stem with handle John Deere Landscape Division.-Greentech A CITER IG OUP
and 10 position galvanized memory plate on lines 22 and greater. 949-455 7465 A T ENGINEERED SIZE DWG"°•Rancho Cucamon a �oa�ter 11/6/00 DE LANDSCAPE ARCHITECTURE
PUMPS SALE SHEET SITE PLANNING •
DRAWN 10221-A TRADEMARK STREET S EET
BOOSTER P"' UMP RANCHO CUCAMONGA, CA 91730
rMEOC)URE 1.0"SIS C`;ALCq;`ULATIUPJn 1111 DER (909)454-2800 FAX: (909)484-2802 OP
CALE: CHECKED RLA Ivo. 2834 DRAWING NO.
SCALE:
J /JLP DATE 08/06/07 JOB NO. 0727-5
PROJECT Sheet
F
U_
W
PLANTING NOTESm
.. ............. .......
..... . ..... ......
------ 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT
0 INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND
j RE-INSTALLING IRRIGATION EQUIPMENT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND
W SPECIFICATIONS.
coI
2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT
W REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS.
5+00. W 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES,PIPES,STRUCTURES,
Uj 4+00 ow-iii, U) ETC.,AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT NO COST TO THE CITY,ANY
2+00
%%... - -tja�m
0000' 3+00 - -I DAMAGE OF SAID UNDERGROUND FACILITIES.
1+00 - 'riGilLAND A"VENUIE < 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE
- f SPRINKLER SYSTEM HAVE BEEN COMPLETED,FINAL GRADES HAVE BEEN ESTABLISHED,THE PLANTING AREAS
S-2 KGC-1� (S-3 rS-X'� W HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED,AND THE WORK APPROVED BY THE CITY.
FX-ERREF. 1.3 GC-2� S-3� 35 23 15 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO
10 81 388 ) 35 ) Ii/
INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE
OF THE CITY PRIOR TO EXCAVATION.
W - -------A
------------ 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS
Lo R HIS SUB
BEYOND THE LIMIT OF WORK,THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRU TI
A_'
ACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS UNLESS
co
Al" CONTR
0 0 ... . ........
... ::,;:. .:>:»: ...... OTHERWISE APPROVED BY THE CITY.
FW 7, QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY,FINAL QUANTITIES FOR PLANT
0 ... . .......................
.... ... MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED.
2i
8, WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE
0 CITY STANDARD
VAULT
ADJACENT TO PRIVATE LANDSCAPE AREAS,A CONCRETE HEADER IS REQUIRED,PURSUANT T
AND DETAILS HERE
-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY.
9. CLEAN
10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY, FINAL SOIL AMENDMENT TYPE AND
XER. REF. 1.5
QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS(SEE SPECIFICATIONS), ROTOTIL THE REQUIRED
I
SOIL AMENDMENTS 6"INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT APPLIES TO ALL SHUB BEDS
4 CY.NITROGEN STABILIZED SAWDUST
120 LBS GYPSUM
-POWER PLUS
125 LBS GRO
W
SHALL RECEIVE 4"LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS,AND BLEND
...... 11. SHRUB BED AREAS
REF. 1.4
.............
INTO EDGES AT GROUNDCOVER AREAS,PURSUANT TO CITY STANDARDS AND DETAILS HEREON, GRADING
.........
....... ...
. ..... ... OPERATIONS SHALL ACCOMMODATE THE MULCH, CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY S
...........
0 . .. .... ..... APPROVAL PRIOR TO PURCHASE AND PLACEMENT, SPECIFY WOOD CHIP MULCH#3,AVAILABLE FROM:
0 ARTESIA SAWDUST
_j 13434 ONTARIO AVENUE
W 1W ONTARIO,CA 91761
> 120 TEL.(909)97-5983 FAX,(909)923-7208
0 W
coo i ofo W
< 1 8+00 9+00
W M 6+00 7+00
W3 00 HIUHLAND AVENNURE
C2-
U)
I ei GC-1 W
S-3 -2 "kill2a 3 z
< S-X ('S�-3 S-2 GC-1 35 5
XX 20 37 2-A. I
W IT C R
z Al
I y I
Jk
. .. .........
... .... ...... FA
I A -------_------ .........
.................. ................
.... .... ... . ..... Nz�
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..... .....
L I WO
2:5
N D
XER. RE� 1.1 P L ANT I N G L XERISCAPE ASSESSMENT SYSTEM SUMMARY
.�_R REF. 2 SYMBOL QTY THIS
CALL-OUT BOTANIC NAME COMMON NAME SIZE SPACING COMMENTS SHEET
201M REEERERGE_CI.AtM
L_LANDS.CAEERdntY"
h-eet-#/Ref.#)
�_S
TREES
1. Water conserving plants.(20) 20 L-4/1.1
Standard 59
+ T-1 Lagerstoemia indica'Natchez' Crape Myrtle 24"Box 20'o.c. Stand
3'Min.Grow
.... . L-4/1.2
.(20) 20
2. Turf limite to 2500
Space
.............
Uj
SHRUBS 3. Plants grouped by watering need.(10) 10 L-4/1.3
(D N Z)
S-1 Dietes iridioides Fortnight Lily 5 gallon 5'o.c. 23 4. Hardscape(non-irrigated)surfaces.(10) -
W Uj S-2 Leucophyllum f.'Compacta' Compact Texas Ranger 5 gallon 4'o.c. 107 5. Permeable paving.(5)
%ft... UO - -
> 0000, 140
0 ao �v S-3 Abelia x grandiflora Glossy Abelia 5 gallon 5'o.c. 6. Low-water turf varieties.(5)
00 13+00 13+53,96- - - - 0 S-4 Hernerocallis hybrid(red) Evergreen Daylily 1 gallon 2'o.c. Red bloom 150 7. Mulch provided in non-ground cover areas.(5) 5 L-4/1.4
< 11+00 12+00 - 8. Soil amendments.(5) 5 L-4/1.5
W 1(r+00
1r11IG1r11LAND AVENUE
f eili GROUNDCOVERS
W k 1 2
(j) N S-4 Total Points Claimed: 60
1 -�, 69 GC-1 Rosemarinus o.'Huntington Spreading Rosemary 1 gallon 5'o.c. 69 (Minimum Points Required: 60)
S-3 GC-2 V-13 j Carpet'
rGC-1 ("S cr_
co 9 -15 35 Lim F W '112!,5 1151 0- 1221
-2 Achillea tomentosa Woolly Yarrow 1 gallon 18"o.c.
W GC
V, A'
T
z LL
_V 0
_j 0 0 10 IN\
I A I I l I I PLANT SPACING NOTE:
ES." QUANTITIES ARE AS SHOWN ON PLAN,
SHRUB LAYOUT AS SHOWN ON PLAN INDICATES"SHRUB MASS
.............
oil ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING
C) I W CW--00
AND ADD ADDITIONAL PLANT MATERIAL,AT NO ADDITIONAL COST TO THE CITY,AS REQUIRED TO MAINTAIN
LIMI OR
DESIGN INTENT DUE TO EXISTING 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.
DESCRIPTION OF REVISION DATE CITY
APPROVED
Y F RANCHO CUCAMONGA
" 11UHLAND""" AVENUE ARK"WAYr
SOUTH SIDE OF HIGHLAND AVENUE
T Mb U L L E(.3 E IND BETWEEN BERYL AVENUE & HELLMAN AVENUE
TREES SHRUBS
CALL-OUT PLANTING PLAN
SYMBOL CALL-OUT
SYMBOL DATE:
undem-round Service Alert SIZE APPROVED BY-0
(gal./box) D A Pj� CITY ENGINEER RCE No. 24593
QUANTITY QUANTITY MW/ 4 ---1 -
OQ'I 0 DESIGN RECOMMENDED
Call: TOLL FREE co .,6 0 ARC HITERRA DESIGN GROUP
W 1�) LANDSCAPE ARCHITECTURE
PLAN Crhm%0 tow%i Ze 5% rREFERENCES DER
SITE PLANNING
Sig lure DRAWN 10221-A TRADEMARK STREET T
1 -800 7-3108 RANCHO CUCAMONGA, CA 91730
FOR NOTES AND LEGENDS, SEE THIS SHEET e Dat (909)484-2800 FAX: (909)484-2802 L-4 OF 7
al h 17 DER
Dale 2834
422=4133 FOR PLANTING DETAILS, SEE SHEET L-5 0 14 CHECKED RLA NO. DRAWING NO.
FOR SPECIFICATIONS, SEE SHEET L-7 OF CN SCALE: 1 20' JRC/JLP DATE 08/06/07 JOB NO. 0727-51 2,177
TWO WORKING DAYS BEFORE YOU DIG FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L® -
0.
23
PROJECT Sheet N
NOTES:
1. REMOVE NURSERY STAKES AND
FILL CAVITY WITHIN ROOTBALL.
STORM DRAIN( CATCH BASINCyr 2. STAKES TO BE PLUMB AND
UNDERGROUND BCR PARALLEL.
UTILITIES STAKE TREE PERPENDICULAR
TO PREVAILING WIND.
.01 5' N CURB&GUTTEAPING R,SIDEWALK,CONCRETE E C.)HEADER,
MIN.
� SIDEWALK UTILITY W E 4"OF COMPACTED WOOD CHIP
.j=— 10, POLE S.L. ��� ONE HALF
�P 5 REQUIREMQNT PACING MULCH.
Ek S eQ`����Q _ LIMIT OF PLANTER AREA FINISH SOIL GRADE
=TER TOP TIE TO BE PLACED AS
12
w 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.
MIN. NOT SFLEXIO LOW AS TO OF THE LOSE T
HEAD OF TREE WHERE TOP OF ROOTBALL TO 4"WOOD CHIP MULCH.
SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS, EXTEND 2"ABOVE NO WOOD CHIP MULCH SHOULD BE �r
THE HEAD TO DROP. Q MAIN TRUNK FINISH GRADE - PLACED OR ALLOWED TO REMAIN iv
(2 SETS OF CINCH TIES SPACED 24" OVER THE ROOTBALL. - �,
R R A�ART,CONVEX SIDE AGAINST TREE FINISH GRADETRUNK.ATT `r
Ir
SIDEWALK �'�, z SCREWS TOACH 8'LODIGE TH POLESGALNIZED
FH 0 DRIVE Sl o� ��� z 12"MAX. 2"DIA.LODGE POLE PINE STAKES
APPROACH �p WITH WOOD PRESERVATIVE STAIN,
DRIVE A MINIMUM OF 6"INTOM SHOVEL CUT EDGE COMPACTED
UNDISTURBED SOIL AND POSITION 2 DISTANCE EQUAL TO THE DISTANCE EQUAL TO THE NATIVE SOIL
JSTAKES OUTSIDE ROOT BALL. ON CENTER SPACING ON CENTER SPACING
I S' CURB AN7==-Lw4
MIN. MIN. GUTTER . ROOT BALL OF SPECIFIED SHRUB OF SPECIFIED SHRUB
TOPLTO EXTEND 2" DISTANCE EQUAL TO THE ON CENTER
UNDERGROUND TIGHTLY COMPACTED 3"BERM ABOVEE FINISHWISH GRADE.
DE.
STRUCTURE eg. TO FORM WATERING BASIN FOR PLANT PIT TO BE(2 TIMES THE SPACING OF SPECIFIED SHRUB,
TRANSFORMER VAULT. RESIDENTIAL AND GROUND COVER PLANT PIT TO BE(2)TIMES THE — { WIDTH OF THE ROOT BALL. UNLESS SPECIAL CASE AS DESCRIBED
INSTALLATIONS,LOCATE OUTSIDE WIDTH OF THE ROOT BALL,NO IN NOTE 4.BELOW.
OF PLANT PIT.BERMS IN TURF WOOD CHIP MULCH SHOULD BE NOTES:
AREAS TO BE REMOVED PRIOR PLACED OR ALLOWED TO REMAIN
NOTES: TO CITY ACCEPTANCE. OVER THE ROOT BALL.
NOTE: 1.PRIOR TO PURCHASE/PLACEMENT OF THE MULCH,THE CONTRACTOR SMALL
1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL,
1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL
2. ALL TREES IN THE R.O.W.ARE SUBJECT TO LINE OF SIGHT NATIVE BACKFILL WITH NO SPACING(TRIANGULAR)UNLESS OTHERWISE INDICATED ON 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND
CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ROCKS GREATER THAN 3" PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS.
3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND DIAMETER' 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 2. WHERE PLANTED ADJACENT TO WALLS,WALKS,CURBS OR
OWNED WATER&SEWER LATERAL LINES. AREAS AND FRONT YARDS. UNDISTURBED NATIVE SOIL. SIMILAR 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 OOT BALL FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS.
0 5'FROM CENTER OF TREE TO EITHER SIDE OF PROPERTY LINE. ` ' NATIVE BACKFILL WITH NOTES:
NO ROCKS GREATER o 3.TANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES
1.UNo
N 5. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE THAN 3"DIA. �;, UOF NTANGLE
BALL.D0 NOT CRACK ROOT BALL. OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE
ENGINEERING DIVISION. LEGEND ARE ESTIMATES ONLY.
6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY o NATIVE SOIL UNDISTURBED LO c0 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS
o STANDARD PLANS. o Q SPECIFIED ABOVE,LENGTHEN THE SPACING PARALLEL TO o
co N N SIDEWALK,AFTER APPROVAL OF CITY INSPECTOR,
CITY AA, CALIFORNIAco
ITY HG A, ALIFNIA CITY A , CALIFORNIAITY OF 9) CITY A G CALIFORNIA
I'- APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN (A APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN
T L DOUBLESTAKED TREE AI PLANTING SHRUB GROUND ` L INSTALLATION
o
501 5 GAL - ® 5 506 AI a
CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION CITY ENGINEER
W DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Li CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
X R.C.E. 24953 SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF 1 0' RCE 224953 SHEET 1 OF 1 w R.C.E. 24953 SHEET 1 OF 1 R C.E. 24953 SHEET 1 OF 1
long H
TREEm PLACEMENT Trh-"hEE PLANTIINC3" s H K UE3 L A N T I lk'Jf"" RUB SPACINGPN M mum L Cm";"H' L A Y E R
ill
SCALE: SCALE:
N.T.S. N.T.S.
DESCRIPTION OF REVISION cTT
APPROVED
CITY OF RANCHO CUCAMONGA_
-r,7WA '17
HzuHLAND AVENUE PARK
SOUTH SIDE OF HI(GHLAND AVENUE
BETWEEN BERYL AVENUE & HELLMAN AVENUE
PLANTING DETAu,
S C A ,F APPROVED BY: DATE-?��e/w
M IV/, 4 CITYENGINEER RCE No. 24593
00" 0 2L".. I
Co 0 DESIGN RECOMMENDED
U a �► A CHITERRA DESIGN ROUP
DER LANDSCAPE ARCHITECTURE
I n ure SITE PLANNING
7131 Q8 DRAWN 10221-A TRADEMARK STREET S ET
R to RANCHO CUCAMONGA, CA 91730
pr (909)484-2800 FAX: (909)484-2802 OF
Date
CRECKED RLA NO. 2834 -DRAWING--N-0.
JRC/JLP DATE 08/06/07 JOB No. 0727-5
PROJECT Sheet of Z3—
I
I
I
I
SPRINKLER IRRIGATION SPECIFICATIONS 2. Provide one controller chart for each controller sequence. d. Pressure rating in P.S.I. 4. Use 9-1/2"x 16"x 1 1"rectangular box for all electric control valves with the adjoining grade. The Contractor shall set in place,cap and inadequacies of coverage due to deviations from the Drawings,or
P_AP,T _m_GF_N ERAL e. NSF(National Sanitation Foundation)approval installed within on-grade landscaped areas. Carson Industries# pressure test all piping under paving prior to the paving work, where the system has been willfully installed as indicated on the
3. The chart shall show the area controlled by the automatic controller f. Date of extrusion 1419-12B with green bolt-down cover or approved equal. Drawings when it is obviously inadequate,without bringing this to
I
I 1.01 DESCRIPTION and shall be the maximum size which the controller door will allow. 2. Generally,piping under existing walks is done by jacking,boring,or the attention of the City of Rancho Cucamonga. This test shall be 1
8. All fittings shall bear the manufacturer's name or trademark,material 5. Use 10"x 10-1/4"round box for all quick coupling valves installed hydraulic driving,but where any cutting or breaking of sidewalks accomplished before any ground cover is planted.
4. The chart is to be a reduced drawing of the actual installed system. designation,size,applicable I.P.S.schedule and NSF seal of approval. within on-structure landscaped areas. Carson Industries No.910-12B and/or concrete is necessary,it shall be done and replaced by the
A. Scope of Work: Provide all labor,materials,transportation,and services However,in the event the controller sequence is not legible when the with green bolt-down cover or approved equal. Contractor as a part of the Contract cost. Permission to cut or break 8. Upon completion of each phase of work,the entire system shall be
necessary to furnish and install the Irrigation System as shown on the drawing is reduced,it shall be enlarged to a size that will be readable C. PVC Non-Pressure Lateral Line Piping: sidewalks and/or concrete shall be obtained from the City of Rancho tested and adjusted to meet site requirements.
Drawings and described herein, when reduced. N. Sprinkler Heads: Cucamonga. No hydraulic driving will be permitted under concrete
1. Non-pressure buried lateral line piping shall be PVC Schedule 40
B. Standards: All work and materials shall comply with governing codes,safety 5. The chart shall be a black line or blueline ozalid print and a different with solvent-weld joints when installed in planting areas, 1. All sprinkler heads shall be of the same size,type,and deliver the paving. 3.07 MAINTENANCE
orders,standards,and regulations,and meet the minimum requirements of color shall be used to indicate the area of coverage for each station. same rate of precipitation with the diameter(or radius)of throw, 3. Refer to City Standard 120"Trench Repair"when within City streets A. The entire irrigation system shall be under full automatic operation for a
the Standard Specifications For Public Works Construction(Green Book)latest 2. Non-pressure lateral line piping installed under paved areas shall be pressure,and discharge as shown on the Drawings and/or specified susceptible to traffic loads. period of seven(7)days prior to any planting.
edition. 6. When completed and approved,the chart shall be hermetically PVC Schedule 40 with solvent welded joints, in these special provisions.
sealed between two pieces of plastic,each piece being a minimum 20
1.02 QUALITY ASSURANCE&REQUIREMENTS mils. D. Assemblies: B. The City of Rancho Cucamonga reserves the right to waive or shorten the
3. Pipe shall be made from NSF approved,Type 1,Grade 11 PVC 2. Spray heads shall have a screw adjustment. operation period.
compound conforming to ASTM resin specification D1784. All pipe 1. Routing of sprinkler irrigation lines as indicated on the Drawings is
A. Permits and Fees: The Contractor shall obtain and pay for any and all 7. These charts shall be completed and approved prior to the final field must meet requirements set forth in Federal Specification PS-22-70 3. Riser units shall be fabricated in accordance with the details shown diagrammatic. Install lines and various assemblies)in such a 3.08 CLEAN-UP
permits and all observations as required. observation of the irrigation system. with an appropriate standard dimension ratio. on the drawings. manner as to conform with the details in the Drawings.
Clean-up shall be made as each portion of work progresses. Refuse and excess dirt
B. Manufacturer's Directions: Manufacturer's directions and detailed drawings D. Operation and Maintenance Manuals: 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01 B),all 4. Riser nipples for all sprinkler heads shall be the same size as the 2. Install NO multiple assemblies in plastic lines. Provide each assembly shall be removed from the site,all walks and paving shall be bloomed or washed
shall be followed in all cases where the manufacturers of articles used in this requirements for non-pressure lateral line pipe and fittings shall be riser opening in the sprinkler body. with its own outlet. down,and any damage sustained on the work of others shall be repaired to its
Contract furnish directions covering points not shown in the Drawings and 1. Prepare and deliver to the City of Rancho Cucamonga within ten the same as for solvent-weld pressure main line pipe and fittings as original condition.
Specifications. calendar days prior to completion of construction,two hard-cover, set forth in section 2.01 B of the Specifications. 5. All sprinkler heads of the same type shall be the same manufacturer. 3. Install all assemblies specified herein in accordance with respective
C. Ordinances and Regulations: All local,municipal and state laws,and rules D. Brass Pipe and Fittings: O. Sleeving: specific items required to complete work,perform such work in
three ring binders containing the following information: detail. In absence of detail drawings or Specifications pertaining to 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE
and regulations governing or relating to any portion of this work are hereby a. Index sheet which states Contractor's name,address,and
accordance with best standard practice with prior approval of City of A. The Contractor shall operate each system in its entirety for the City of Rancho
incorporated into and made a part of these Specifications,and their telephone number,and which lists each installed equipment 1. Where indicated on the Drawings,use red brass screwed pipe 1. Sleeving under hardscape or paved areas for mainline,lateral lines Rancho Cucamonga. Cucamonga at time of final observation. Any items deemed not acceptable by
provisions shall be carried out by the Contractor. Anything contained in and material item including names and addresses of conforming to Federal Specification#WW-P-351. or control wiring shall be Schedule 40 P.V.C.or approved equal. the City of Rancho Cucamonga shall be reworked to the complete satisfaction
these Specifications shall not be construed to conflict with any of the above manufactures local representatives. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and of the City of Rancho Cucamonga.
rules, regulations,or requirements of the same.However,when these b. Catalog and parts sheets on every material and equipment 2. Fittings shall be red brass conforming to Federal Specification#WW - P. Vandal Resistant Controller Enclosure: moisture before installation. Installation and solvent welding
Specifications and Drawings call for or describe materials,workmanship,or item installed under this Contract. P-460. methods shall be as recommended by the pipe and fitting B. The Contractor shall show evidence to the City of Rancho Cucamonga that the
I construction of a better quality,higher standard,or larger size than is C. Guarantee statement. 1. Controller enclosure shall be of size and type shown on the Irrigation manufacturer. City has received all accessories,charts,record drawings,and equipment as
required by the above rules and regulations,the provisions of these d. Complete operating and maintenance instructions on all E. Copper Pipe and Fittings: Drawings and Irrigation Detail sheet. required before final site observation can occur.
I Specifications and Drawings shall take precedence. major equipment. 5. On PVC to metal connections,the Contractor shall work the metal
D. Explanation of Drawings: 2. In addition to the above mentioned maintenance manuals,provide 1. Pipe: Type K,hard tempered. 2. A backboard shall be secured to the controller enclosure housing to connections first. Teflon tape or approved equal,shall be used on all 3.10 SITE OBSERVATION SCHEDULE
provide a base for mounting the automatic sprinkler controller and threaded PVC to PVC,and on all threaded PVC to metal joints. Light
the City's maintenance personnel with instructions for major 2. Fittings: wrought copper,solder joint type. terminal strip. wrench pressure is all that is required. Where threaded PVC A. The Contractor shall be responsible for notifying the City of Rancho
1. Due to the Scale of the Drawings,it is not possible to indicate all equipment and show evidence in writing to the City of Rancho connections are required,use threaded PVC adapters into which the Cucamonga in advance for the following observation meetings,according to
offsets,fitting,sleeves,etc.,which may be required. The Contractor Cucamonga at the conclusion of the project that this service has been 3 Joints shall be soldered with silver solder,45%silver,15%copper, 3. A 117 volt duplex box shall be provided with an On/Off switch,and a pipe may be solvent welded. the time indicated:
shall carefully investigate the structural and finished conditions rendered. 16%zinc,24%cadmium,solidus at 1125°F,and liquidus at 1145°F. 117 volt receptacle. Metal conduit shall run from the 117 volt supply
affecting all of his work and plan his work accordingly,furnished to the controller housing. All power within the housing shall be E. Line Clearance: 1. Pre-Job Conference-7 days
such fittings,etc.,as may be required to meet such conditions. E. Equipment to be Furnished: F. GateValves: properly phased.
Drawings are generally diagrammatic and indicative of the work to be 1. All lines shall have a minimum clearance of six(6)inches from each 2. Pressure supply line installation-24 hours
installed. The work shall be installed in such a manner as to avoid 1. Supply as a part of this contract the following tools: 1. Ball Valves(1 1/2"and smaller) 4. A terminal strip shall be provided,clearly indicating the proper other and twelve (1 2)inches from lines of other trades,with the
conflicts between the irrigation system,planting and architectural points of connection of all appropriate wiring(station valves,master exception of the control wire sleeve(s)which shall be installed 3. Lateral line and sprinkler installation-24 hours
features. a. Two(2)sets of special tools required for removing, a. Ball valves shall be a 125 lb SWP bronze valve with threaded valve,common,central control). adjacent to pressure supply line. Parallel lines shall not be installed
disassembling and adjusting each type of sprinkler and valve ends and shall bee quipped with a stainless steel handle. directly over one another. 4. Automatic controller installation-24 hours
2. All work called for on the Drawings by notes or details such be supplied on this project. b. Ball valves shall be Nibco T-585-70-66 or approved equal. Q. Miscellaneous Irrigation Equipment:
furnished and installed whether or not specifically mentioned in the b. Two(2)four-foot valve keys for operation of gate valves. C. All Ball valves shall be installedper detail. F. Automatic Controller Assembly: 5. Control wire installation-24 hours
specifications. C. Two(2)keys for each automatic controller. 1. Refer to the Irrigation Plans for sizes and types of miscellaneous
d. One(1)quick coupler key and matching hose swivel for 2. Resilient Wedge Gate Valve(2"and larger) irrigation equipment. 1. Install as per manufacturer's instructions. Remote control valves shall 6. Pressure supply line and lateral line testing-48 hours
3. The Contractor shall not willfully install the irrigation system as every five(5)or fraction thereof of each type of quick be connected to controller in numerical sequence as shown on the
shown on the Drawings when it is obvious in the field that coupling valve installed. a. Resilient Wedge Gate valves shall be epoxy coated and 2. All miscellaneous irrigation equipment shall be as specified or Drawings. 7. Coverage test-48 hours
obstructions,grade d.'ff erences,or discrepancies in area dimensions equipped with a 2"operating nut. approved equal.
exist that might not have been considered in engineering. Such � 2. The above mentioned equipment shall be turned over to the City at b. Resilient Wedge Gate valves shall be No.403 RT-RW as G. High Voltage Wiring for Automatic Controller: 8. Final observation-7 days
obstructions or differences should be brought to the attention of the the conclusion of the project. Before final observation can occur, supplied by Watts or approved equal. P_ART3-EXEC_UTJ0N.
City of Rancho Cucamonga. In the event this notification is not evidence that the City has received material must be shown to the C. All Resilient Wedge Gate valves shall be installed per detail. B. When observations have been conducted other than the City of Rancho
performed,the Contractor shall assume full responsibility for any City of Rancho Cucamonga. 3.01 OBSERVATION OF SITE CONDITIONS 1. 120 volt power connection to the automatic controller shall be Cucamonga,show evidence in writing of when and by whom these
revision necessary. 1.04 PRODUCT DELIVERY,STORAGE AND HANDLING G. Quick Coupling Valves: provided by the Contractor. observations were made.
1.03 SUBMITTALS A. All scaled dimensions are approximate. The Contractor shall check and verify 2. All electrical work shall conform to local codes,ordinances,and union
A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise 1. Quick coupling valves shall have a brass,two-piece body designed for all size dimensions and receive approval from the City of Rancho Cucamonga authorities having jurisdiction, C. Na site observations will commence without"As-Built"record drawings. The
A. Material list: care in handling,loading,unloading,and storing PVC pipe and fittings. All working pressure of 150 P.S.I. prior to proceeding with work under this Section. contractor shall not call for a site visit without"As-Built"record drawings,
PVC pipe shall be transported in a vehicle which allows the length of pipe to H. Remote Control Valves: without completing previously noted corrections,or without preparing the
1. The Contractor shall furnish the articles,equipment,materials,or lie flat so as not to subject it to under bending or a concentrated external load 2. Quick coupling valve shall be operable with a quick coupler key. Key B. Exercise extreme care in excavating and working near existing utilities. The system for said visit.
processes specified by name in the Drawings and Specifications. No at any point. Any section of pipe that has been dented or damaged will be size and type shall be as shown on the Drawings. Contractor shall be responsible for damages to utilities which are caused by 1. Install where shown on the Drawings. Where grouped together,allow
substitution will be allowed without prior written approval by the discarded,and if installed,shall be replaced with now piping. H. Backflow Prevention Units: his operations or neglect. Check existing utilities drawings for existing utility at least twelve(12)inches between adjacent valve boxes. Install each
City of Rancho Cucamonga. locations. remote control valve in a separate valve box.
1 2. Complete material list shall be submitted prior to performing any 1.05 SUBSTITUTIONS 1. Backflow prevention unit shall be of size and type indicated on the C. Coordinate installation of sprinkler materials including pipe,so there shall be I. Flushing of System:
. work. Material list shall include the manufacturer,model number, A. If the Contractor wishes to substitute any equipment or materials for the irrigation drawings. Install backflow prevention units in accordance no interference with utilities or other construction or difficulty in planting
and description of all materials and equipment to be used. Although equipment or materials listed on the Drawings and Specifications,he may do with the Drawings. trees,shrubs,and ground covers. I 1. After all new sprinkler pipe lines and risers are in place and
manufacturer and other information may be different, the following so by providing the following information to the City of Rancho Cucamonga2. Wye strainers at backflow prevention units shall have a bronzed D. The Contractor shall carefully check all grades to satisfy himself that he may
is a guide to proper submittal format: for approval: connected,all necessary diversion work has been completed,and
prior to installation of sprinkler heads,the control valves shall be
screwed boy with 60 mesh mons)screen and shall be similar to Bailey safely proceed before starting work on the irrigation system. opened and full head of water used to flush out the system.
I Item No. Description Manufacturer Model No. 1. Provide a statement indicating the reason for making the substitution. #10013 or approved equal.
Use a separate sheet of paper for each item to be submitted. 3. All pressure main line piping between the point of connection and 3.02 PREPARATION 2. Sprinkler heads shall be installed only after flushing of the system
1 Backflow Preventer Febco 825-Y-BV the backflow preventer shall be installed as required by local code. has been accomplished to the complete satisfaction of the city of
2. Provide descriptive catalog literature,performance charts and flow The Contractor shall verify with the local governing body as to A. Physical layout: Rancho Cucamonga.
2 Automatic Controller Calsense ET1-24-DR charts for each item to be substituted. material type and installation procedures prior to start of J. Sprinkler Heads:
*
construction. Submit shop drawing for approval. 1. Prior to installation,the Contractor shall size stake out all pressure
3 Master Valve Superior 3100 RCV 3. Provide the amount of cost savings if the substituted item is supply lines,routing and location of sprinkler heads.
approved. I. Check Valves: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler
4 Etc. Etc. Etc. 2. All layout shall be approved by the City of Rancho Cucamonga prior heads to be installed in this work shall be equivalent in all respects
B. The City of Rancho Cucamonga shall have the sole responsibility in accepting 1. Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze to installation. to those itemized.
Irrigation submittal must be specific and complete. All items must by or rejecting any submittal item as an approved equal to the equipment and construction with replaceable composition,neoprene,or rubber disc
listed and should include solvent,primer,wire,connectors,valve, materials listed on the Drawings and Specifications. and shall meet or exceed Federal Specification WW-V--51 D,Class A, B. Water Supply: 2. Spacing of heads shall not exceed the maximum indicated on the
boxes,etc. No copies of manufacturer's literature(catalog cuts)are Type IV. I Drawings. In no case shall the spacing exceed the maximum
required as submittal information. 1.06 GUARANTEE 1. The irrigation system shall be connected to water supply point(s)of recommended by the manufacturer.
3. Equipment or materials installed or furnished without prior approval A. The guarantee for the irrigation system shall be made in accordance with the 2. Anti-drain valves shall be of heavy duty virgin PVC construction with connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS
of the City of Rancho Cucamonga may be rejected and the Contractor attached form. The General Conditions and Supplementary Conditions of F.I.P.thread inlet and outlet. Internal parts shall be stainless steel 2. Connections shall be made at the approximate location(s)shown on
may be required to remove such materials from the site at his own these Specifications shall be filed with the City prior to acceptance of the and neoprene. Anti-drain valve shall be field adjustable against the Drawings. The Contractor is responsible for minor changes The City reserves the right to make temporary repairs as necessary to keep the
expense. irrigation system. drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to caused by actual site conditions. sprinkler system equipment in operating condition. The exercise of this right by the
the Valcon"ADW or approved equal. City shall not relieve the Contractor of his responsibilities under the terms of the
4. Approval of any item,alternative or substitute indicates only that the B. A copy of the Guarantee form shall be included in the operations and J. Control Wiring: C. Electrical Supply: guarantee as herein specified. I
product or products apparently meet the requirements of the maintenance manual.
Drawings and Specifications on the basis of the information or 1. Except as noted otherwise,connections between the automatic 1. Electrical connections for any and all automatic controllers shall be 3.05 EXISTING TREES
samples submitted. C. The guarantee form shall be re-typed onto the Contractor's letterhead and controllers and the electric control valves shall be made with direct made to electrical point(s)of connection as indicated on the
shall contain the following information: burial copper wire AWG-U.F.600 volt. Control wiring installed in Drawings. Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all
5. Manufacturer's warranties shall not relieve the Contractor of his control wire conduit within structure shall be made with AWG-TW possible care to avoid injury to trees and tree roots. Excavation in areas where two .
liability under the guarantee. Such warranties shall only GUARANTEE FOR IRRIGATION SYSTEM solid copper wire. Pilot wires shall be a different color wire for each 2. Connections shall be made at the approximate location(s)shown on (2)inch and larger roots occur shall be done by hand. All roots two(2)inches and
supplement the guarantee. automatic controller. Common wires shall be white with a different the Drawings. The Contractor is responsible for minor changes cause larger in diameter,except directly in the path of pipe or conduit,shall be tunneled
We hereby guarantee that the irrigation system we have furnished and installed is color stripe for each automatic controller. Install in accordance with by actual site conditions. under and shall be heavily wrapped with burlap to prevent scarring or excessive
I B. RECORD DRAWINGS: free from defects in materials and workmanship,and the work has been completed in valve manufacturer's specifications and wire chart. In no case shall drying. Where a ditching machine is run close to trees having roots smaller than two
accordance with the Drawings and Specifications,ordinary wear and tear,unusual wire size be less than#14. 3.03 INSTALLATION (2)inches in diameter,the wall of the trench adjacent to the tree shall be hand
1. The Contractor shall provide and keep up-to-date a complete record abuse,or neglect excepted. We agree to repair or replace any defects in material or trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall
I set of blueline ozalid prints which shall be corrected daily,showing workmanship which may develop during the period of one year from date of 2. Wiring shall occupy the same trench and shall be installed along the A. Trenching: be painted with two coats of Tree Seal,or equal. Trenches adjacent to tree should be
every change from the original Drawings and Specifications and the acceptance and also to repair or replace any damage resulting from the repairing or same route as pressure supply or lateral lines wherever possible, closed within twenty-four(24)hours;and where this is not possible,the side of the
exact installed locations,sizes,and kinds of equipment. Prints for this replacing of such defects at no additional costs to the City. We shall make such 1. Dig trenches straight and support pipe continuously on bottom of trench adjacent to the tree shall be kept shaded with burlap or canvas. X�D S
purpose may be obtained from the City of Rancho Cucamonga at cost. repairs or replacements within a reasonable time,as determined by the City,after 3. Where more than one(1)wire is placed in a trench,the wiring shall trench. Lay pipe to an even grade. Trenching excavation shall follow -4
This set of drawings shall be kept on the site and shall be used only receipt of written notice. In the event of our failure to make such repairs or be taped together at intervals of fifteen(15)feet. layout indicated on the Drawings and as noted. 3.06 FIELD QUALITY CONTROL . )tile , 0
as a record set. replacements within a reasonable time after receipt of written notice from the City,we *CO Q0
I
-e� �/
authorize the City to proceed to have said repairs or replacements made at our 4. An expansion curl shall be provided within three(3)feet of each 2. Provide for a minimum of twenty-four(24)inches cover for all A. Adjustment of the System: 44 � CP to
2. The Contractor shall make neat and legible notations on the record expense and we will pay the costs and charges therefore upon demand. wire connection. Expansion curl shall be of sufficient length at each irrigation lines installed under paving or hardscaping. 0 CO 0
drawing progress sheets daily as the work proceeds,showing the splice connection at each electric control valve,so that in case of 1. The Contractor shall flush and adjust all sprinkler heads for m , " _�_� I
work as actually installed. For example,should a piece of equipment PROJECT: repair,the valve bonnet may be brought to the surface without 3. Provide for a minimum of twenty-four(24)inches cover for all optimum performance and to prevent overspray onto walks, Ig t re
be installed in a location that does not match the plan,the Contractor disconnecting the control wires. Control wires shall be laid loosely pressure supply lines of three(3)inches or larger in diameter. roadways,and buildings as much as possible. A 7-3 08 ate _
must indicate that equipment has been relocated in a graphic LOCATION: in trench without stress or stretching wire conductors. I 9,-Vip
manner so as to match the original symbols as indicated in the 4. Provide for a minimum of eighteen(1 8)inches cover for all pressure 2. If it is determined that adjustments in the irrigation equipment will 10;► Date %.
irrigation legend. The relocated equipment and dimensions will SIGNED: 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing supply lines of two and one half(2 1/2")inches or smaller provide proper and more adequate coverage,the Contractor shall �, ()
then be transferred to the original record drawing plan at the proper Packs, Rainbird Snap-Tite wire connectors.,or approved equal. Make . I make such adjustments prior to planting. Adjustments may a[so '6* 0 F C N
time. ADDRESSED: only one splice with each connector sealing pack. 5. Provide for a minimum of twelve(1 2)inches for all non-pressure include changes in nozzle sizes and degrees of arc as required.
lines.
3. Before the date of the final observation,the Contractor shall transfer PHONE: DATE OF ACCEPTANCE: 6. Field splices between the automatic controller and electric control -all information from the"record drawing"prints to a sepia mylar or valves will not be allowed without prior approval of the City of 6. Provide for a minimum cover of eighteen(1 8)inches for all control 3. Lowering raised sprinkler heads by the Contractor shall be
similar mylar material. Arrangements shall be made through the city PART_2_-_PR0DA= Rancho Cucamonga. wiring. accomplished within ten(1 0)days after notification by the City.
for obtaining said sepia mylar or similar mylar material. All work
shall be in waterproof India ink and applied to the mylar by a 2.01 MATERIALS K. Automatic Controller: 7. Refer to City Standard 120"Trench Repair"when within City streets 4. All sprinkler heads shall be set perpendicular to finished grades
technical pen made expressly for use on mylar material. Such pen susceptible to traffic loads. unless otherwise designated on the Drawings. - I
shall be similar to those manufactured by Rapidograph, Kueff el& A. General: Use only new materials of brands and types noted on drawings, 1. Automatic controller(s)shall be of size and type shown on the 5. Rain Bird EFB-CP-PRS valves will be set per manufacturers
Esser,or Faber Castel[. The dimensions shall be made as to be easily specified herein,or approved equals. Drawings. B. Backfilling: -1-
readable even on the final controller chart(see Section C). The specification so that each lateral operates at design pressure. CITY
original mylar"record drawing"plan shall be submitted to the City of B. PVC Pressure Main Line Pipe and Fittings: 2. Final location of automatic controller(s)shall be approved by the City 1. The trenches shall not be backfilled until all required tests are DESCRIPTION """F REVISION DATE APPROVED ,
Rancho Cucamonga for approval prior to the completion of the of Rancho Cucamonga, performed. Trenches shall be carefully backfilled with the excavated B. Testing of Irrigation System: - I
controller chart. 1. Pressure main line piping for sizes 2"and larger shall be PVC Class materials approved for backfilling,consisting of earth,loam,sandy
315. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power clay,sand,or other approved materials,free from large clods of earth 1. The Contractor shall request the presence of the City of Rancho
4. The Contractor shall dimension from two(2)permanent points of to each automatic controller location is to be furnished by others. The or stones. Backfill shall be mechanically compacted in landscaped Cucamonga in writing at least 48 hours in advance of testing. - CmITY OF RANCHO CUCAMONGA
reference,such as building corners,sidewalk edges,road 2. Class 315 pipe shall be made from an NSF approved Type 1,Garde 1,
final electrical hook-up shall be the responsibility of the Contractor. areas to a dry density equal to adjacent undisturbed soil in planting 2. Test all pressure lines under hydrostatic pressure of 150 pounds per
intersections,etc.,the location of the following items: PVC compound conforming to ASTM resin specification D1784. All areas. Backfill will conform to adjacent grades without dips,sunken square inch and prove watertight. -W Ae�v -WW N 1
_rE PAR "w"r WAY
I pope must meet requirements as set forth in Federal Specification PS L. Electric Control Valves: areas,humps or other surface irregularities.22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld
a. Connection to existing water lines. HiuiiLAND AVEN(b K
b. Connection to existing electrical power. Pipe). 1. All electric control valves shall be the same size and type shown on 2. A fine granular material backfill will be initially placed on all lines. Note: Testing of pressure main lines shall occur prior to
'OUTH 'I" O ' HIGHLAN' AVENU'
I c. Gate valves. the Drawings. No foreign matter larger than one-half(1/2)inch in size will be installation of the electric control valves.
d.Routing of sprinkler pressure lines(dimension max. 100' 3. Pressure main line piping for sizes 1-1/2"and smaller shall be PVC permitted in the initial backfill. A Y T
3. All piping under paved areas shall be tested under hydrostatic
along routing). Schedule 40 with solvent welded joints. 2. All electric control valves shall have a manual flow adjustment. BETWEEN B"ER11"T AVENUE & HELLMAN AVENUE
e. Sprinkler control valves. 3. Flooding of trenches will be permitted only with approval of the City pressure of 150 pounds per square inch and proven watertight prior
f. Routing of control wiring and locations of all splice boxes. 4. Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1to paving.
3. Provide and install one control valve box for each electric control of Rancho Cucamonga. -
g. Quick coupling valves. PVC compound conforming to ASTM resin specification D1785. All valve. 4. Sustain pressure in lines for not less than six(6)hours. If leaks IRRIGATION SPECIFICATIONS
h. Stub-outs for future connections, pipe must meet requirements as set forth in Federal Specification PS 4. If settlement occurs and subsequent adjustments in pipe,valves,
i. Other related equipment as directed by the City of Rancho 21-70. M. Control Valve Boxes: sprinkler heads,lawn,planting,or other construction are necessary, develop,replace joints and repeat test until entire system is proven
watertight. APPROVED BY:
Cucamonga. the Contractor shall make all required adjustments without cost to the
5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved 1. Use 10"x 10-3/4"round box for all gate valves. Carson Industries City. 5. All hydrostatic tests shall be made only in the presence of the CITY ENGINEER a(2�,IWYO I- RCE No. 24593 .
5. On or before the date of the final field observation,the Contractor conforming to ASTM test procedure D2466. #910-12B with green bolt-down cover or approved equal. Extension -
shall deliver the corrected and completed sepias to the City of sleeve shall be PVC with minimum size of six(6)inches. C. Trenching and Backfill Under Paving: General Contractor and the City of Rancho Cucamonga. No pipe shall 17-SIGN RECr
Rancho Cucamonga. Delivery of the sepias will not relieve the 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings be backfilled until it has been observed,tested,and approved in ARCHITERRA DESIGN GROUP MENDED
Contractor of the responsibility of furnishing required information shall be of type and installation methods prescribed by the 2. Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. 1. Trenches located under areas where paving,asphaltic concrete,or writing. JLP - LANDSCAPE ARCHITECTURE
that may be omitted from the prints. manufacturer. Carson Industries#1419-12B with green bolt-down cover or approved concrete will be installed,shall be backfilled with sand(a layer four SITE PLANNING I ;
equal. (4)inches below the pipe and six (6)inches above the pipe)and 6. Furnish necessary force pump and all other test equipment. DRAWN 10221-A TRADEMARK STREET SHEET
C. Controller Charts: 7. All PVC pipe must bear the following markings: compacted in layers to 95%compaction,using manual or mechanical RANCHO CUCAMONGA, CA 91730
3. Use 6"diameter x 8-3/4"deep round plastic valve box for all quick tamping devices. Trenches for piping shall be compacted to equal 7. When the irrigation system is completed,perform a coverage test in JLP - (909)484-2800 FAX: (909)484-2802 -OF7
1. As-builts drawings shall be approved by the City of Rancho a. Manufacturer's name coupling valves. Carson Industries#608-12 with green flex-lock the compaction of the existing adjacent undisturbed soil and shall be the presence of the City of Rancho Cucamonga to determine if the LA NO. 2834
Cucamonga before controller charts are prepared. b. Nominal pipe size cover or approved equal. left in a firm unyielding condition. All trenches shall be left flush water coverage for planting areas is complete and adequate. Furnish -CREURTu- R DRAWIN(i NO.
I C. Schedule or class all materials and perform all work required to correct any JRC/JLP - DATE 08/06/07 JOB NO. 0727-5
PROJECT Sheet No. 0 e- of 13
I
I
PLANTING SPECIFICATIONS 1.07 Guaranties: 3.06 Coordination: 6.03 Submittal:
PA T 1 -G NERAL A. Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn Weed abatement work shall be coordinated with the installation of the irrigation Prior to the installation of any weed control materials,the Landscape Contractor shall
shall be guaranteed from date of final acceptance of landscape construction system rototilling and soil amendment work,and planting. (See Weed Abatement submit to the Landscape Architect/City a list of the weed control materials and
1.01 Scope of Work: for periods as follows: section). 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
Contractor shall provide all materials,labor and equipment incidental to and Trees 24"box&larger 1 year PART 4-TREES AND SHRUBS shall furnish the Landscape Contractor and Landscape Architect and City data to
necessary for completing all work,as indicated on the drawings,as reasonably Trees 15 gal.&smaller 1 year demonstrate the compatibility of the weed control materials and methods with the
implied,or as delineated in the Specifications as follows. Shrubs All sizes 120 days 4.01 Scope of Work: intended planting and seed varieties present.
Ground Cover 120 days
1.02 Standards: Bedding Plant 120 days Provide all material,equipment,and labor necessary to install all trees and shrubs as 6.04 Responsibility and Coordination:
Lawn(sod) 120 days shown on plans,as reasonably implied and as delineated in the specifications.
All work and materials shall comply with governing codes,safety orders,standards, Lawn(seed) 120 days from first mowing A. Landscape Contractor is responsible for the erection of all signs and barriers
and regulations,and meet the minimum requirements of the Standard Specifications 4.02 Products required to prevent intrusion into the treated areas and to notify the public.
For Public Works Construction(Green Book)latest edition. Guarantees begin after the project acceptance by City and at the end of the
,day maintenance period. Landscape Contractor shall replace and plant A. Nomenclatum -Plant names indicated on the drawings conform the"Standard B. No material or methods shall affect the landscape planting or hydroseed
1.03 Quality Assurance: all materials which have died within the time span stated above,at no cost Plant Names"established by the American Joint Committee on Horticulture. germination. No material or method shall render the job site unusable for
and within 5 days from receiving written notice from the Landscape Architect Except for names covered therein,the established custom of the nursery is more than 10 days from date of application.
A. All Contractors performing Site Development work,must be licensed in or City. If dead material is not replaced and planted within the 5 day followed.
accordance with the laws of the State of California. period,City may replace dead material with new material and charge the 6.05 Non-Selective Herbicides:
Landscape Contractor for all expenses incurred. B. C no dffi -Plants shall be symmetrical,typical for variety and species,sound,
B. Contractor shall provide the Landscape Architect and the City with a fist of healthy,vigorous,free from plant disease,insect pests,or their eggs,and shall Non-selective contact herbicide non-selective systemic herbicides(as
Subcontractors and Material Suppliers expected to be employed during the B. Construction Materials: The contractor shall guarantee all workmanship and have healthy,normal root systems,well-filling their container,buy not to the recommended by the Pest Controolf Advisor)
course of construction. materials for all site development,for a period of one year from date of final point of being root bound. Plants shall not be pruned at anytime,and in no
acceptance of project. case shall trees be topped. 6.06 Selective Herbicides:
C. Contractor shall obtain and keep in force Public Liability and Property
Damage Insurance,during entire course of the Construction Contract. The 1.08 Material and Labor Releases: Selective pre-emergent ant herbicides compatible with seed mixtures(as recommended by
amount of insurance shall be determined by City. C. Trees and shrubs shall be growing at a recognized nursery in accordance with p g p
good horticulture practices and shall be of the size and caliper normally the Pest Control Advisor}
Upon completion of the work,the Contractor shall present to the City,signed copies of associated with the container size specified on plans. Removal of all tags,
D. Prior to start of site development work,the Contractor shall notify the all labor and materials releases for all work performed under Site Development. labels,nursery stakes and ties from all plant material prohibited until the 6.07 Weed Eradication:
Landscape Architect and City to give starting and completion dates. approval of the Landscape Architect or City. If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in
Contractor shall also supply the Landscape Architect and City with the name 1.09 Disposal and Clean-up: p
the planting areas will require control prior to removal,spray these areas per Pest
and telephone number of the person in charge of the work. D. All plant material delivered to the site showing signs of damage or disease or
Remove all waste materials(including excavated material classified as unacceptable is insufficient in size to carry out the intent of the planting plan will not Control Advisor's recommendations.
1.04 Responsibilities and Coordination: soil material),trash and debris generated or encountered during the course of accepted and will be replaced at Contractor's expense.
landscape construction,and legally dispose of it. During the course of the work, A. Prior to the installation of the irrigation system remove and clear all weeds
A. Permits: The Contractor shall obtain and pay for all permits and inspections remove surplus materials from the site and leave premises in a neat and clean E. Size-s--of-Plants -Shall be as stated on the Plan. Container stock(1-gallon,5 - and deleterious materials from planting areas.
required by governing authorities for the work to be performed. condition. Clean up and remove all remaining debris and surplus materials upon gallon,and 15-gallon)shall have been grown in containers for at least one(1)
completion of work,leaving the premises neat and clean. The site shall be cleaned year,but not over two(2)years. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of
B. Existing Conditions: The Contractor shall verify all conditions and upon the request of the inspector. 1"-2"below the surface of the sail. Physically remove all weeds from the site.
dimensions shown on the plans at the site prior to commencement of any F. ,sibsti u1[Qns -Substitutions for indicated plant material will be permitted
work under this contract. The Contractor shall verify the location and depth PART 2-EXECUTION provided the substitute materials are approved in advance by the City,and PART 7-LANDSCAPE MAINTENANCE
of all underground utilities prior to start of work.
are made at no additional cost to the City. Except for authorized variations,
all substitute plant materials shall conform to the requirements of these 7.01 Scope of Work:
2.01 Protection:
C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred Keep all plant materia(delivered to site in a healthy condition for planting. Plants specifications.
for all temporary utilities such as water,electrical power and gas as required shall not be allowed to dry out. Bare root stock shall be separated and heeled-in,in Provide all materials,labor and equipment necessary for,or incidental to,performing
by him for the construction of the project. Temporary services shall be most earth or other suitable material until planting. Balled and burlapped plants G. plants Nat Ap rp Quad -Plants not approved are to be removed from site all maintenance requirements as reasonably implied or as delineated in the
coordinated with the City and other contractors on the job site. shall have root ball covered with moist sawdust,wood chips or other suitable materialuntil planting. specifications including,but not limited to the following:
immediately and replaced with suitable plants. The City reserves the right to
D. Survey,Reference Points,and Elevations: The Contractor is responsible for reject entire lots of plants represented by defected samples. Maintain all plants and planted areas.
establishing all surveys,reference points and elevations required by him,and 2.02 Installation: H. Stake all trees,as per details immediately after planting to prevent wind Keep planted areas free of weeds and debris.
shown on plans for proper execution of site construction. damage. Prune trees and shrubs.
Detailed layout of plants within the planting areas shall be performed by Contractor Fertilized all plants and planted areas.
E. Traffic: The Contractor is responsible for all temporary traffic barriers and and approved by the Landscape Architect and City prior to planting. Irrigation.
detours required by him for the construction of the project. All temporary I. Plant trees that are to be(orated in lawn or ground cover areas after finish
grades are first established and allow at least 7 calendar days prior to Insecticide spraying.
traffic barriers and detours shall conform to all conditions required by the Soil excavated from planting holes shall be amended to backfill around trees and installation of said lawns or ground cover to provide for thorough watering
City or governing authorities. shrubs using the following mixture: of trees. All planting holes shall be excavated as defined on appropriate 7.02 Fertilizers:
1.05 Defective and Unauthorized Work: Native,On-Site Soil with rock no greater than 3"in diameter details. A. Commercial fertilizers with an analysis of 5-3-1-Gra-Power Plus,and 12-8-8
Gro Power Plus,5-3-1 15 lbs/cy 4.03 Soil Amendments: Gro-Power Controlled Release Nitrogen,as designated herein,or approved
All work which is determined by inspection to be defective in its construction or Iron Sulfate 2 lbs/cy substitute as required by the Agronomic soils report. Available from Gro
deficient in any of the requirements of the plans and specifications,shall be remediedPower(909)393-3744.
Soil amendments shall be as recommended in the Agronomic soils report
or removed,and replaced by the Contractor at his own expense in a manner (To be used for bidding purposes only,verify with Agronomic Soils Test.)
acceptable to the Landscape Architect and City. B. Ammonium Sulfate: Granular farm containing not less than 21%nitrogen and
After backfilling,construct a 3"earthen berm to form watering basin around each 4.04 Trees Stakes: 24%sulfur and shall be registered as an agricultural miner,with the State
1.06 Inspections: plant,to allow thorough water-in and establishment. Department of Agriculture in compliance with Article 2-"Fertilizer Materials,"
Tree stakes shall be lodge pole pine tree stakes.See tree staking detail an plans for Section 1030 of the Agricultural Code.
The Contractor shall arrange for inspections by notifying the Landscape Architect,City Prior to installation of turf and ground cover,remove water basins from around trees further information.
and governing authorities,24 hours prior to time of inspection,unless otherwise and shrubs. Berms in turf areas to be removed prior to City acceptance. 7.03 General
ART 5-GROUND COVER AND
noted. Inspections shall be as fisted below,but not necessarily in this order. Only DIN PLANTS
the inspection pertaining to the project scope of work will apply: PART -SOIL PREPARATION AND FINISH GRADING Maintenance shall start immediately after landscape irrigation and planting.
5,01 Scope of Work:
Rough Grading. 3.01 Scope of Work:
Drain Lines and Catch Basins. Provide all materials and equipment and perform all work necessary for and Maintain all plants and planted areas on a continuous basis as they are installed
Irrigations(main line pressure,coverage&system operations test}. A. Provide all materials and equipment,and perform all work necessary far and incidental to installing all ground cover and bedding plants,as shown on plans,as during the progress of the work,and continue to maintain them unfit final acceptance
reasonably implied,or delineated in the specifications. of total project. Replace any dead or dying plants as directed by the Landscape
Soil Preparation and Finish Grading. incidental to the soil preparation and finish grading of all planting and lawn
Architect and City representative.
Plant Material(delivery&placement), areas as shown on plans,as reasonably implied,or as delineated in the
5.02 Bedding Plants:
Substantial Completion Inspection(at completion of landscape improvements) specifications.
7 Days A. Irrigation: Operate irrigation system an an established program to maintain
Final Inspection after maintenance period) 7 days. B. Furnishing,placement and grading,of topsoil for backfilling of planters if Perennials and Annuals: Provide healthy container grown plants from a recognized all plants and planted areas in a healthy condition. Irrigation system run-off
p ( p )- y g,p g g, p 9 p
required. nursery,and of the species and variety shown on plans. shall be kept to a minimum. Damage to irrigation system resulting from
The contractor shall arrange a Preconstruction job conference with the Landscape maintenance and equipment and/or maintenance personnel,shall be
Architect and City a minimum of seven(7)days prior to the beginning work. C. Cleaning and finish grading of planters areas and planting areas. 5.03 Ground Cover: restored to its original condition at no cost to the City. Failure of any part of
the irrigation system shall be brought to the attention of the City. No repairs
3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. Ground cover other than emergency repairs shall be accomplished without written
shall be established and well rooted in flats or similar containers. permission from the City.
A. Existing on-site soils listed as'acceptable'under'Site Grading'specification.
5.04 Mulch: B. Weed Control: Keep all planted areas free of weeds and debris by cultivating
B. Topsoil imported to site for use as fill,backfill in planters and mounding, areas at intervals not to exceed 10 calendar days.
shall be sandy textured. Silt plus clay content of this soil shall be no greater Mulch: Shall be of
The Contractor may elect to remove such concentrations of weeds manually or by an
than 15%by weight. The boron content of this soil shall be no greater than 1
part per million as measured on the saturation extract. The sodium 5.05 Coordination: approved herbicide program.
absorption ratio(SAR)shall not exceed 3.0 millimohos per centimeter at 25 C.
In order to ensure conformance,samples of the imparted soil shall be A. Do not have plants delivered to the jab site until site conditions are ready for C. Pest Control: Spray all plants and planted areas at beginning of maintenance
laboratory,approved by the project planting. If planting is delayed,keep plant roots moist and place in a program and as may become necessary thereafter by an approved method of
submitted to an agronomic soils testing
Landscape Architect for analysis prior l use. Result of testing to be delivered sheltered location protected from the sun,wind and other damaging pest control,to keep all plants and planted areas free of insects and disease.
to City for approval. Soil test to include analysis and recommendations. elements. Method shall be reviewed by the City prior to any applications. Pest Control
shall include Rodent control.
3.03 Soil Amendments: B. Soil preparation and fine grading shall be completed and trees and shrubs
installed prior to bedding plants and ground cover planting. D. Pruning: Prune all plants as designated and directed by Landscape Architect,
All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils at start of maintenance program and continue to prune plants as directed or
report furnished by the Contractor 5.06 Installation: as may become necessary until the end of the maintenance program.
3.04 Soil Preparation: Plant ground cover and bedding plants in moist soil and space as indicated on plans. Remove trash weekly. Edge ground cover to keep in bounds and trim top
growth as necessary to achieve and overall even appearance. Exterminate
All work on irrigation system shall be complete and inspected for recommended Each plant shall be planted with its proportionate amount of soil so as to minimize gophers and moles;repair damage.
approval and,fine grading completed,prior to rototilling and prior to soil root disturbance. Soil moisture shall be such that soil does not crumble when
amendment work. removing plants from container. PART 8-ACCEPTANCE OF PROJECT
After rough grades have been established prepare all lawn and planting areas by Regrade planter areas after planting,to restore smooth finish grade and to insure 8.01 General:
tilling or cross ripping to a depth of 12". All rock and debris more than 2"in proper surface drainage. A 4"layer of mulch material shall be spread over the entire
60 ZL
diameter shall be removed from the site,except for areas that are to be sodded, in planter area after grade is established. Watering shall begin immediately after Upon completion of installation,a maintenance period of a minimum of days for
which all rack and debris more than 1„. diameter shall be removed. mulching.(Grading shall accommodate the mulch) all landscaped areas is required prior to final acceptance of the work by the City. The
m
Commencement date for the maintenance period shall commence upon written
Apply,spread,and rototil in all soil amendments as recommended to a depth of 6". 5.07 Protection: approval for all phases of planting installation by the City Public Works Inspector.
Water area thoroughly after rototilling is complete. Incorporate evenly into the top 4 Maintenance period shall be adequate to verify plant characteristics and
to 6"the following for each 1,000 square feet of planting area: Erect temporary fencing or barriers to protect planted areas from damage prior to establishment.
final acceptance.
4 cubic yards of nitrolized Redwood or Fir shaving or equal. A. Two inspections shall be made that affect the establishment period: The first
200 lbs.of Gro-Power or approved aqua(. ART 6-WEE ABATEMENT after all plantings have been completely installed in order to approve the
TRI
beginning of the establishment period,and the second at the end of theDESCRIPTION rLAPPROVED
The above soil conditioning are minimal qualities only and should be used only far 6.01 Scope of Work: establishment period. If plantings are not acceptable at the end of the
day period,due to defective maintenance,then continue establishment until
bidding purpose,because soil conditions may change drastically from the time these
specifications were developed to the time the actual soil conditioning take place. Provide all material,equipment,and labor necessary to perform all work as indicated all work meets with the Specifications and can be approved.
Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every an plans,as reasonably implied,and as delineated in the specifications.
25,000 square feet of planted area. These soil tests shall be conducted by an B. At termination of establishment period all plant material shall be live,
CITY OF RANCHO CUCAMONGA
approved Agronomic soils testing laboratory approved by the project Landscape 6.02 Quality Assurance: healthy,undamaged,and free of infestation. Inferior plantings shall be
Architect and City. Copies of the soil test to be provided during the Pre-construction replaced and brought to a satisfactory condition before final acceptance of
jab conference. A. The Applicator of all weed control materials shall be licensed by the State of work will be made. All areas shall be neatly raked and free of weeds.
California as a Pest Control Operator and a Pest Control Advisor in addition to HRGHLAND AVE"NLJE .Fw"'ARKWAY
3.05 Finish Grading: any subcontractor licenses that are required.
SuUTH SIDE Or' HIGHLAND AVENUE
After rototilling operations are complete,grade areas to establish finish grades for B. All materials and methods must conform to Federal,State,and Local
planting. All flaw lines shall be maintained and proper tolerances shall be met after Regulations.
settlement at the end of the project maintenance period.
Finishradin shall leave surface of the ground uniformly smooth and free of abrupt PLANTING SPECIFICATIONS
g 9
grade change.
A Pe APPROVED BY' DATE. 7
4
CITY ENGINEER 0 011lywf RCE No. 24593
4iG �. rr►wl� 4�C
Co ��° `� DESIGN RECO MENDED
�tr� �C, to TAR HIT A DESIGN GROUP
P
ca JLP LANDSCAPE ARCHITECTURE
-' SITE PLANNING
i n tura
lvoa"(A
7t�3i 8 DRAWN 10221-A TRADEMARK STREET S ET
nate RANCHO CUCAMONGA, CA 91730
JLP (909)484-2800 FAX: (909)484-2802 OF
Date
� 2534 RLNO. .
F C V\ ®8/06/Q7 0727-
J C/JLP DATE JOB NO.
PROJECT
e .