HomeMy WebLinkAboutCentral Park PlaygroundGENERAL NOTES
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R NC HO CUC 0 G
A AM N A
CENTRAL PARK PLAYGROUN
N.T.S.
*-ROJECT DIRECTORY
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SAN JUAN •
PHONE:, CA 412615
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CONTACT: O'
CIVIL ENGINEER
MCE CONSULTANTS :R
III CORPORATEImo',
PHONE:, SUITE
LAVERA RANCH, CA q2bq4
•
CONTACT:w --
SHEET INDE)AA
L-0.01 TITLES,7
CONSULTANT
NOTE TO CONTRACTOR.:
A 0161TAL FILE OF THE HORIZONTAL. CONTROL
OF RANCHO CUCAMONGA I
PROJECTkqILL BE PROVIDED To THE coNTf;?.AoToR mlop, To
NAME
CENTRAL PARK THE
START OF
ONS"t"RUCTI i+l TO
ASSIST THE
PLAYGROUND.
11200 BASE LINE ROA® SURVEYCIIR I
N THr= LAYOUT Or
SHEET TITLE'PREPARATION1
APPROVED .
kqITH CIVILI w, Q AliRCHITECTS.,
DATELANDSCAPE PLANSPRIOR To CONSTRUCTION.
CO Iv1UNITY SERVICE DIRECTOR
APPROVED t
5 E OF.
' cam' YWlNG
DTE RCE'NO,,. CITY ENGINEER
EX15TINC7 UTILITIES f
R kE=RL= •• i` FROM
i.4.r
• AND ACMENCY RECORVS - NOT 'AS BUILT'
,. wPOTHOLEAND
HANV
RELOCATE,r► OR
REALION ANY UTILITY
ENC• ; MINIMUM 0 =... OVER
OR
RELOCATED
. 4IDD.
UTILITY 15 24" THE CONTRACTOR
RTICAL ANO HORIZONTAL LOCATION AND SIZE
OF ANY UNDER6ROUISIV UTILITIES AND SHALL BE
RtESPOMSIBLEDAMAIISSETO ANY PUBLIC OR
SHOM • ' NOT SHoMHEREON.
OPP. OPPOS117E
P.A. PLANTER AREA
PB. PULL W
f _O'11 -ANO CEIvENT,CONCREM
POINT OF COMPOUN17 CURVE
fLINE
_ e_ Poll
POUNDS
PT� POINT
P.T. POINT OF TANISSENCY
POLYVINYL CHLORIDE
R.AAD. RADIUS
R.C.P. REINFORjrE0 CONCRETE PIPE
.. y
sAD
REMOTEf'' f
L VALVE
REF. REFERENCE
f REWIRED
RR. RAILROAD
RT. RICvHT
I REDY4000
R/N;R.O.IAL RICvHT OF
ROS ROU644 SAWN
SOUTH
SCHEDULE
P STORM PRAIN
SECTION
P _
5HT SHEET
SF SWARE MET
SPEC SPECIFICATIONS
SWARE
ST STREETs
STO STANDARD
949 SURFACE FOUR. SivEs
TOP OF
TOP OF 5ASIN
TF TOP OF f♦
Ta TOP OF GRATE
}
TONGUE/► 6KOOVE
T5 TOP OF
STEP
ryop. TYPICAL
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V.0. VERTICAL CURVE`ccL 1
VERT. VERTICAL
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UNDEROROUNDSERVICt=
RANCHOP A -R K
CUCAMONGA
RM D=GN GROUPINC.
f 3
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
TITLE:
DRAWN BY: JJ / DP
CHECKED BY: LM
1 DATE: to-do - "I
SHEET:
i
70.2/290-70.2- d/29070.2 -2N SUBMITTAL
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NOTE TO CONTRACTOR.:
A 0161TAL FILE OF THE HORIZONTAL. CONTROL
OF RANCHO CUCAMONGA I
PROJECTkqILL BE PROVIDED To THE coNTf;?.AoToR mlop, To
NAME
CENTRAL PARK THE
START OF
ONS"t"RUCTI i+l TO
ASSIST THE
PLAYGROUND.
11200 BASE LINE ROA® SURVEYCIIR I
N THr= LAYOUT Or
SHEET TITLE'PREPARATION1
APPROVED .
kqITH CIVILI w, Q AliRCHITECTS.,
DATELANDSCAPE PLANSPRIOR To CONSTRUCTION.
CO Iv1UNITY SERVICE DIRECTOR
APPROVED t
5 E OF.
' cam' YWlNG
DTE RCE'NO,,. CITY ENGINEER
EX15TINC7 UTILITIES f
R kE=RL= •• i` FROM
i.4.r
• AND ACMENCY RECORVS - NOT 'AS BUILT'
,. wPOTHOLEAND
HANV
RELOCATE,r► OR
REALION ANY UTILITY
ENC• ; MINIMUM 0 =... OVER
OR
RELOCATED
. 4IDD.
UTILITY 15 24" THE CONTRACTOR
RTICAL ANO HORIZONTAL LOCATION AND SIZE
OF ANY UNDER6ROUISIV UTILITIES AND SHALL BE
RtESPOMSIBLEDAMAIISSETO ANY PUBLIC OR
SHOM • ' NOT SHoMHEREON.
OPP. OPPOS117E
P.A. PLANTER AREA
PB. PULL W
f _O'11 -ANO CEIvENT,CONCREM
POINT OF COMPOUN17 CURVE
fLINE
_ e_ Poll
POUNDS
PT� POINT
P.T. POINT OF TANISSENCY
POLYVINYL CHLORIDE
R.AAD. RADIUS
R.C.P. REINFORjrE0 CONCRETE PIPE
.. y
sAD
REMOTEf'' f
L VALVE
REF. REFERENCE
f REWIRED
RR. RAILROAD
RT. RICvHT
I REDY4000
R/N;R.O.IAL RICvHT OF
ROS ROU644 SAWN
SOUTH
SCHEDULE
P STORM PRAIN
SECTION
P _
5HT SHEET
SF SWARE MET
SPEC SPECIFICATIONS
SWARE
ST STREETs
STO STANDARD
949 SURFACE FOUR. SivEs
TOP OF
TOP OF 5ASIN
TF TOP OF f♦
Ta TOP OF GRATE
}
TONGUE/► 6KOOVE
T5 TOP OF
STEP
ryop. TYPICAL
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VERT. VERTICAL
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UNDEROROUNDSERVICt=
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RM D=GN GROUPINC.
f 3
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
TITLE:
DRAWN BY: JJ / DP
CHECKED BY: LM
1 DATE: to-do - "I
SHEET:
i
70.2/290-70.2- d/29070.2 -2N SUBMITTAL
�7_
�ii��,'
* NOTE TO CONTRACTOR /�l // l � / l �0 45.0 TG
12.0 FL
CONTRACTOR TO VERIFY ELEVATIONS AS A FIRST / / JOIN
ITEM OF WORK PRIOR TO CONSTRUCTION AND -� � � / (45.20)*
�
NOTIFY CML ENGINEER IMMEDIATELY OF ANY � / ^cy°� / / � �
DISCREPANCY.
p s�EwnNuc
LINE ^H -i" � / iJ � i i �p LIMIT OF 9
8.23' N61"47'22wv �i � � / � � � i GRADING.
LIMIT OF GRA TNG
44.50 i / � � / AV
/ 44.2t nrH37.40 FL 36 HP
38.90 Fl. 18' � � 49.5 FG 47.0
CIV
11.64 LF -36" 0 0.26% I / � / CB #4 �� � 0 1?
MH INV 12"
44.0t
7.11 42"
37.36 FL 36"4
38.61 FL 18 42.7 FL
fzA
45.5 TG 8+ � HP
4 42.3 FL 46.0 �! 46.0 FL
EARTHWORK OUANTITIES
TBLL
48.34
350 Y
400 CY
IMPORT
50 Y
ROTE:
ALL GRADING AND EARTHWORK TO BE DONE IN ACCORDANCE WITH THE
EARTHWORK spEcinCATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
4 CONSTRUCTION NOTES AND OUANTITIES
p f�-1 / /` / /i/ / T . 3 T
in 0ff f 1 '" 1.54 f /�// �, f 2. �Q�.9 n o�
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3 46.0 FL
f 4 FS
`
45.5
/ d f1�fN-1 42.15
T
10
00,
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` 45.5 G;
FL 4
x �`
.25
. 41.
PER/ �.
SEPARATE WATER PLANHPFL`
170
45.5 IG 54
P
46.0.,
P 43.5 FL
F
a
EXISTIN
SID 15i "TG.
SEE LANDSCAP
PLAN FOR WALL ETAIL
HP46.0 FL
• ®-'
4505 TG
T
-.. .
SAM.'457 FL
0.
.
1
46.;
T
= 1
---, ® .
p 1 FL
V .
P FS
HP
t e
.
45.5 TG
45.5 ..TG-.
.
2 FL Y
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455
05 FL1!45.5 TG T .,,, .
op Y6 8
LIMIT 00 RADI G� • 1
• �
...:.. :... .
FS A7
t
t 4
1
46 / , --t - -
/ 000 .10 FS
47 HP 45.5
4705 F'i 8 48
42.8 FL
46 49.5 FG JOIN
4
EXISTING DEWALK
LIMIT OF GRADING
f t
BENCHMARK
NUMBER 10054 1987
BRASSELEVATION: 1328.075'
DISK STAMPED CITY OF RANCHO
CUCAMONGA *BM 10054 1987" *IN THE WEST
! OF THE CATCH BASIN ON THE NORTHEAST
CORNER OF BASE
Calk TOLL FREE
1-800
227 40000 2600
11, 8 , 6 , kL I - : 0 . 6 1
REVISIONS
�! •
s
F -OR CITY USE ONLY
MW M, MMWIIII
JAME
LICENSE NUMBER FILE
°".,
W11 IOTA 3
# '!
SAEET OF
DRAWING
OF
r
PARK
RANCHO CUCAMONGA
i �, • r , , • y�i
• j y � y i
TITLE:
7*�RECISE
GRADING PLAN
REVISIONS DATE
MCE JOB NO.:
48.34
RJM JOB
• j
DRAWN .
CHECKED BY:
,,
DATE:
•
max+
FILTER FABRIC MIRAn 14ONC, AVAILABLE FROM: WHITE CAP, 1723
S. RITCHEY ST., SANTA ANA, CA 92705 (800) 422-4557
3/4" WASHED GRAVEL WRAPPED IN FILTER FABRIC
I�PERFORATEDDRAINLINE 1 % MIN. SLOPE.PERFORATIONS
ON BOTTOM OF PIPE.
UNGRADED
y WASHED PLASTER SAND. (SAND PARTICLES
TO BE ROUNDED
!% f ! S GR • SIZE AND SHALL !
CONTAIN# PREVENT COMPACTION.) !•.' 'lei;
FIBER MULCH PER PLAN.
FINISH GRADE
y ! r' ,
AN
,I �iiijq
TRENCH wiom
AS REQUIRED FOR PIPE
9 ; O r ,
(12" BELOW SURFACE
PER CITY S7D
Y,
34CKRLL
COMPACT
VERIFY WISOILS ENGINEER
GRANULAR
r MATERIAL
UNDISTURBED SOIL
NOTE:
TRENCHES PARALLEL TO: BUILDING !! ! BE BELOW
DOWNWARUSLOPtOF ONE UNIT VMCAL TO TWO
l 4SLOPE)FROM
THE 801TOM EDM OF THE F001ING AND NOT CLOSER THAN 18* FROM THE FACT OF FOOTING.
q
TOP OF GRATE (TG)
PER PLAN
A.{
RAJ
�a
KPOURED-IN-PLACE
DRAINAGE PIPE
SIZE & TYPE SLOPE TO DRAIN
PER PLAN
NOTE: USE 2500 PSI CONCRETE ELEVATION
PRE -CAST CONCRETE BOX
/_1/2w MSLOT
DRAINAGE PIPE
SIZE & TYPE
PER PLAN
:• S qM
LOADINGCAST IRON GRATE W/ FRAME ---J
FOUNDRYALHAMBRA 1
GALVMIZED FINISH
PLAN (FLAT TYPE")
NOTE: NOTE:
GRATES LOCATED UNDER RUBBER GRATES LOCATED IN ACCESSIBLE AREAS ARE
SURFACES OR SANDAREA-ARE! BE
TO HAVE OPENINGS LESS THAN 11r ODE IN
COVERED FILTER
, FABRIC
r . r .
: 14ONC.
DIRECTION TRAVEL
•..s
3 UTILITY BEDDING ��` 1 CATCH BASIN & GRATE
6" 8LK STEEL ATRIUM GRATE TG PER PIAN
JOSAbt 22010 OR EQUAL
� �^
Ssi• • i
A.
j yLAW
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ouwvavm
—23971
r�MCE CONSULTANTS
111
CORPORATE 0
RANCH,LADERA 92694
QF CALI
949.542.7220
+ }
J FAX: •,•
.542-7230
REVISIONS FOR CITY USE ONLY
STORM DRAIN SIZE
& TYPE PER PLAN
LD:A:TE DESCRIPTION APPROVE INITIAL A
STREET
WATER/SEWER
Pvc
CRO N
TRAFFIC
FINAL CHECK
DETAIL SHEET
AS CONST.
NO
W BELOWGRADEE
AND SET TO
REVISIONS DATE
FINISH ELEVATION
COMPLETION.ROUGH
NEAR
LICENSE NUMBER FILE
CITY OF RANCHO CUCAMONGA
rNOTE
USE FIAT GRAZE ]IN
7AREAS
TURF
FLAT GRATE (TURF)
Ssi• • i
A.
j yLAW
` r
ouwvavm
—23971
r�MCE CONSULTANTS
111
CORPORATE 0
RANCH,LADERA 92694
QF CALI
949.542.7220
+ }
J FAX: •,•
.542-7230
REVISIONS FOR CITY USE ONLY
STORM DRAIN SIZE
& TYPE PER PLAN
LD:A:TE DESCRIPTION APPROVE INITIAL A
STREET
WATER/SEWER
CRO N
TRAFFIC
FINAL CHECK
DETAIL SHEET
AS CONST.
THESE PLANS WERE PREPARED Y. FOR PRIVATE USE
INITIAL DATE
DRAWNim.2; �smm
REVISIONS DATE
CHECKED
NAME DATE
LICENSE NUMBER FILE
CITY OF RANCHO CUCAMONGA
PROJECT NAME
SENIOR CENTER AND COMMUNITY CENTER
11200 BASELINE,
SHEET TITLE
RJM J 290-70.2
DRAWN BY: TEC
APPROVEDY:
RAM
DATE: 1r 07
DATE COMMUNITYSERVICE
APPROVED
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UNDERGROUND SERVICE
ALt=-fZT
CALL: 611
TWO WORKING DAYS
BEFORE YOU 010
CITY OF RANCHO CUCAMONGA
77 77
P CT NAME WR
PLAYGROUND
00_B_A_SELINE.k0AD_
SHEET TITLE
SIM
�'CENTRAL_l
P A R K
RANCHO CUCAMONGA
RTT!!T
TITLE:
RESILIENT
SURPACINO
PLAN
JOB NO.: 290-70.2
DRAWN BY: JJ / DP
CHECKED BY: Lm
APPROVED DATE:
DATEI COMMUNITY SERVICE DIRECTOR m m SHEET: w
APPROVED
HE OF�
0OF
. WING 50 10 '
, 20 L - LC D, 2
, � 0
DATE E N CITY ENGINEER
290-70.2/290-70.2-Cd/29070.2-2ND SUBMITTAL
DESCRIPTION
50% ME RACorrA f;zEv #ooa
50% 5LACK
50% HUN17ER #1612
50% DARK ISRZEYA210
-7HT ISREtN #1604
10%Ll ISSHT ISMJ_-�;01204
10% &_67C*544ELL #1506
v v v v v
60% PARK C7REY #1210
y
v v v v --'I
urp
10% PURPLE #150e�
i liv v v v v ,
10% ROYAL MULE #140`7
r
50% BROM #21-10
40% BE16E #150a
10% DARK VZEY #1210
UNDERGROUND SERVICE
ALt=-fZT
CALL: 611
TWO WORKING DAYS
BEFORE YOU 010
CITY OF RANCHO CUCAMONGA
77 77
P CT NAME WR
PLAYGROUND
00_B_A_SELINE.k0AD_
SHEET TITLE
SIM
�'CENTRAL_l
P A R K
RANCHO CUCAMONGA
RTT!!T
TITLE:
RESILIENT
SURPACINO
PLAN
JOB NO.: 290-70.2
DRAWN BY: JJ / DP
CHECKED BY: Lm
APPROVED DATE:
DATEI COMMUNITY SERVICE DIRECTOR m m SHEET: w
APPROVED
HE OF�
0OF
. WING 50 10 '
, 20 L - LC D, 2
, � 0
DATE E N CITY ENGINEER
290-70.2/290-70.2-Cd/29070.2-2ND SUBMITTAL
c
M. LIC44T FlXr, TYP.
EXIST. CONC. WALK
I6 �
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CONSTRUCTION/PLAY
LEGEND
PILASTERENTRY
CONSTRUCT:
DETAIL REFERENCE COMMENTS
.
0
r�ESTRIAN CONCRETE
PAVIN&EXPANSION
4 PILA517ERif
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SAN JUAN CA
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WWW.RJMDESIGNGROUP.COM
15 /
ARCH SNIN67 4 PL.
SEE SHEET L-1.
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n ARCH TOT I •
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ICONCRETE
RESILIENT SURFACINC?
Detail E ShootL-2.OISEE L-1.02 FOP,
LOCATION 4 0 RSI
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Detall , • 1
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ELECTRICAL
Qj
CONCRETE BENCH PAD
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i1515hootL-2-02
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4 PILA517ERif
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SEE SHEET -°1 .05 RJN D=GN GROUP INC.
lu
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31591 CAMINO CAPISTRANO
SAN JUAN CA
L-1.05 949-493-2600 FAX 949-49CAPISTRANO3-2690 675
WWW.RJMDESIGNGROUP.COM
15 /
ARCH SNIN67 4 PL.
SEE SHEET L-1.
I
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SEE SHEET L-1.05
ICONCRETE
I 67HT PAD
Detall , • 1
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1
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Detail
d
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CUTICOLD JOINTI1
• 1
FINISH SCHEDULE
NATURAL _ MEDIUM BROOM
I E
EXISTING CONDITIONS LEGEND
DESCCOMMENTS
RIPTION:
®EXISTINe_I
DEMO NOTESr
DEMOLISH,
REMOVE AND 01
SPOSE OFF-SITEL I
HITHIN LIMIT-OF4,4ORK To INCLUDE I I TO:
A.
I RI6 I I I IREC
OTED By
THE CITY.
PULVERIZEB. I IAS FOLLOI^S:
1• 50, DAY NEED 60LATEMENTU (PERFORM
PULVERIZATION PROCE)
1 I
I SPRAY NEEDS
NITH1HERBICIDE
TURN IRR16ATION
4-15 TURN IRFZ16ATIONFERTILIZE
14 SPRAY NEEDS NITHIHERBICIDE
15-16 IRRIOATION
11-26 IRRIOATION,TILL
-t SPRAY NEEDS NITHY IHERBICIDE
2a-2cf TURN IRRIeATION
PULVERIZE50
CONTRACTOR.2. SHALL PULVERIZEI I I I
I -OF-WORK NITH A MODIFIEDI,HINE APPROVED
0
qw•{
INCHES. RoTo TYPE 9HALL BE UP 4
INCH SPACIN&, WITH A MODIFIEDTITLE:
RETAINSI
EGUIPMENT AVAILABLEFROM:
CONSTRUCTION
AIRROH ASPHALT
1620 W. PELLIsiERPLAN
COLTONt
CA q2524
(0151) 525- a4aI
--- REVISIONS
DATE
.- �NQ��PF
4�so A. EXISTIN67 TURF AREAS OUTSIDE Tf-
a o to
IRRIC7ATION ZONES To BE swT vc-��"�
0
r
WORK, SHALL BE WATERED AND �o 41
CONDITION 'i WHAT EVER MEANSI
TI •
CITY
JOB NO.: 290-70.2
` PROJECT NAME CENTRAL PARK
ALERT PLAYGROUND DRAWN BY: JJ ! DP
11200 BASE LINE ROAD
SHEET TITLE
CHECKED BY:
Lm
® I I APPROVED
�t®t
DATE: lcr
DATE COMMUNITY SERVICE DIRECTOR SHEET:
APPROVED
THO ' S OF
BEFOF;m YOU AWING I NC0 � o:
L-1
DATE RCE NO. CITYENGINEER
290-70.2!290-70.2-Cdf9070.2-2 SUBMITTAL
OPERATION.INCHE
CONTRACTOR SHALL FLAI67 ALL IRRIOATION SPRINKLERS PRIOR TO
THE START OF PUL\/ERIZINc-7
• PRIOR O r r
LIMIT-OF-HORK AREA SHALL BE TREATED
PLANT MATERIAL (EXCEPT EXISTINI67 TREES).
S. KILL AND SCALP 6RASS/PLANTINCoS TO BEOINNINe of= ROOT ZONE.
6. SODCUT ALL TURF/PLANTIN(56 THAT ARE NITHIN 5 FEET OF ANY
rl>(W OBJECTS OR UNDER DRIPLINE OF EX15TIN6 TREES. DISPLACE
OUT 500 TO THE LARr7ER TURF AREAS ADJACENT To SOO OUT
AREAS FOR INCLUSION IN THE PULVERIZATION PROCESS. poToTILL
900 OUT AREASTODEPTH I q INCHES i To THE
SATISFICATION OF THE LANDSCAPE ARCHITECT CITy
qw•{
INCHES. RoTo TYPE 9HALL BE UP 4
INCH SPACIN&, WITH A MODIFIEDTITLE:
RETAINSI
EGUIPMENT AVAILABLEFROM:
CONSTRUCTION
AIRROH ASPHALT
1620 W. PELLIsiERPLAN
COLTONt
CA q2524
(0151) 525- a4aI
--- REVISIONS
DATE
.- �NQ��PF
4�so A. EXISTIN67 TURF AREAS OUTSIDE Tf-
a o to
IRRIC7ATION ZONES To BE swT vc-��"�
0
r
WORK, SHALL BE WATERED AND �o 41
CONDITION 'i WHAT EVER MEANSI
TI •
CITY
JOB NO.: 290-70.2
` PROJECT NAME CENTRAL PARK
ALERT PLAYGROUND DRAWN BY: JJ ! DP
11200 BASE LINE ROAD
SHEET TITLE
CHECKED BY:
Lm
® I I APPROVED
�t®t
DATE: lcr
DATE COMMUNITY SERVICE DIRECTOR SHEET:
APPROVED
THO ' S OF
BEFOF;m YOU AWING I NC0 � o:
L-1
DATE RCE NO. CITYENGINEER
290-70.2!290-70.2-Cdf9070.2-2 SUBMITTAL
SHEET TITLE
DATE COMMUNITY SERVICE DIRECTOR
APPROVED
DATE RCE NO, Acify gwrzimizrr
Dom
SHEET OF�
DRAWING
NO. OF,
'p-
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
TITLE:
110
JOB NO.: 290-70.2
DATE:
Y211 RI&DIU5
POURED IN PLACE CONCRETE
R.ETAININa P4ALL Iiiiiiii MEDIUM
SANDBLAST FINNok ON VERTICAL
SURFACES.
PLAYISSROUN:> SAND. 12" MIN. DEPTH.
SEE SPECIFICATIONS.
4 410% COMPACTED SUB-C-4ZADE.
5 CONCRETE PAVIN6, SEE DETAIL W.
SHEET 01.
#4 REBAR a 12" O.C. EACH ki,
w ok
h!go2Tr=9:
KbiLK SCORE JOINTS/ EXPAN510
JOINTS SHALL EXTEND
CONTINUOUSLY DONN VERTICAL
FACE OF WALL.
ALL CONCRETE SHALL BE TY1="E
25001251.
CITYS REPRESENATIVE SHALL
Rl:V.lEkq FORMIiiiiisIORK PRIOR TO
POURIN6 CONCRETE.
BULKHEAD 4 5AND @�A, 51DEENALK
44
41A_
4.
as
4
4d - A
4
4.
A
4
4
4
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A it
4.
4
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A
4
A4 SGUAf;M PANEL
!1 4 4
SECTION
SCALE: 6" 1'
1/4" PANEL RECESS. 45 VE&R
BEVEL.
1/5"P4 X D 65ROOVE CENTRAL
PARK LO 670.
I/allpq x I/allp OROOVE.
NOTE:
Ali
ALL &ROOVE5 TO BE FAINTED W
EXTERIOR CONCRETE PAINT TO
MATCH MONUMENT SION. COLOR:
R,AL
:ii- (PEP, 104 SPECIAL
CA5PAX-'7 POP -CER COATIN55).
nn
4of
L=M
#5 RE5AR CONTINUOUS
POURED IN PLACE CONCRETE MON
CURB NITH 1/2" TOOLED RADIUS
AT ALL EVISSES
FINISHED v;zADC
410% COMPACTED 5UBORADE
PROVIDE 5CORZ JOINTS AT 41.011 O.c
EXPANSION JOINTS AT 121-0 Oic'.
WITH SEALANT PER DETAIL '5'
APPLY A F -EMER6ENT HEERBIOIDE
5ENEATH MON 511RIP NITHIN 67ROUND
COVER AREA
CONCRETE STRENeTH AND TYPE
PER SPECIFICATIONS.
I a W021WA I al FT
PLAN VIEH
F -CAST CONCRETE TRASH RECEPTACLE - 5GUARE
SERIES MODEL# OU -502020 P41TH F14, MODIFIED NITH TOP
OPENIN6? AND 12" X 12" PARK LOC70. COLOR: 0-5 LATTE.
FINISH: T-2 LI 6SHT SANDBLAST, AVAILABLE FROM
OUICKCIRETE PRODUCTS. (aOO) 252-5525.
PqALKAAY LI 67HT, PER ELECTRICAL PLANS.
CONCRETE PAVINI5, PER DETAIL 'As, TH15 SHEET.
CONTROL JOINT, REFER TO DETAIL 51, TH15 SHEET.
151
4E) E-XPAN51IOOO P
N JINT, REFER TC -TAIL TH15 SHEET.
A
00NO. T*mw`A5H/L16HT PAD
w
/4
'4
.4
A. CONTROL JOINT
5. EXPANSION JOINT
0. COLD JOINT
MAJEPM1104111m 5011,Hm
4
4
(D 1/4" RADIUS EDGE
PARK
RANCHO CUCAMONGA
O2CUSHION DEPTH PER MANUFACTURERS SPECS.
AND ELEVATIONS PER CIVIL PLANS. O MIRAFI 140NO FILTER FABRIC, SOIL
SEPARATOR. SECURE FIBER FELT TO
O3 41' CONCRETE BASE OR AS INDICATED, TYPE CONCRETE FOOTINI5.
AND STRENeTH PER SPEOIFICATION5, @
6—I/4" MSN- DIMENSION WILL
4O CONTINUOUS CONCRETE FOOTING. VARY BASE UPON FALL ZONE AROUND
EACH PLAY STRUCTURE COMPONENT.
O #4 REBAR. a 12" O.C. EACH WAY. SEE SPECIFICATIONS FOR FALL ZONE
DEPTH OF RESILIENT SURFACE
O PLAYGROUND SAND. 12" MIN. DEPTH. SEE
SPECIFICATIONS.
JO I NT5 �3
0
4)
PLAN VIEH
LEGEND:
(D METAL BENCH - STEEL SITE, RB SERIES, MOVEL#
RMFC-24. AVAILABLE FROM VICTOR STANLEY.
CONCRETE PAVIN6, PER DETAIL W, SHEET L-2.01
CONTROL JOINT, REFER TO DETAIL 'Be, SHEET L-2.01
EXPAN51ON JOINT, REFER TO DETAIL 1131, SHEET L-2.01
PqHEELCHAIR ACCE55IE AREA.
00NOREOTE"o E3ENCH PAD 0
FAVIN67 FIN15H SURFACE PER PLAN
W RESILIENT SURFACIN& SHALL BE INSTALLED
kJ
EXPA145ION JOINT MATERIAL PER
60 :211
MANUFACTURERS SPECIFICATIONS.
5ECTION
RUBBER SURFACINC-7 SHALL BE INSTALLED
SPECIFICATIONS
In
SCALE: 1 1'-0
CERTIFIEr,> AND SHALL MEET THE
DYNATRED POLYURETHANE SEALER
OR APPROVED EOUAL. COLOR TO
REGUIREMENTS BY THE MANUFACTURER. THE
LZ cvm:
CONCRETE PAVIN&, SLOPE TO DRAIN PER
M21M
IDE WXW FIN15H SAMPLE PER
RE51LIENT SURFACINC-7 SHALL BE
MATCH COLOR OF ADJACENT
POUREP-IN-LAY BOUND' BY
CIVIL PLANS. SEE CONSTRUCTION PLAN FOP,
50OPE IN THE LAST 5 YEARS.
SPECIFICATIONS.
CONCRETE.
COLOR AND FINISH.
('114-6101-0100)
RSK DZSIGN GROUP INC,
TO INSTALLATION.
ALL CONCRETE SHALL BE TYPE Vr 2500
PAVINO THICKNE55 BASE PREPARATION
P51,
TITLE:
SPEED DOI^EL I^V SLEEVE AT 241, O.C.
#5 of
REBAR AT 24 O.C., EACH HAY,
RooftESILIENT t'05LURFACIONL-7 Fm
AND REINFORCEMENT ARE 5HONN FOP, BID
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
AT ALL COLD JOINTS AND EXPAN51ON
CENTERED IN 5LA5 FOR PEDESTRIAN
SCAP
PURPOSES ONLY. VERIFY REOUIREMENT5 OF;
949-493-2600 FAX 949-493-2690
JOINTS K1#4 REBAR, TUBE MODEL No.
PAVIN6. #5 RE
-5AR AT 15" 0.(:,. EACH ki
THE 50ILS REPORT AND COMPLY.
WWW.RJMDESIGNGROUP.COM
f=5P 12/#4 TS. KTH BASE, MODEL No.
FSPA4 5L. CONTACT MIKE 0 (500)
FIN15H ISSRADE
CONCRETE SoTf;MNOTH AND TYPE PER
SPECIFICATIONS.
UNc.'Wd 249
4
415% COMPACTED SUE36RAVE PER 50ILS
CITY OF RANCHO CUCAMONGA
NQM:
REPORT
PROVIDEX4" FALL PER 12" RUN ON ALL
wig11200
BASE LINE ROAD
SHEET TITLE
CHECKED BY: LM
P,VIN6.
T"i
(A
D
LOCATE JOINTS PER SPECIFICATIONS
UNLESS OTHERNISE INDICATED ON PLAN
)40 TOOLED RADIUS
CONCRETE JOINTS PER DETAIL 151, TH15
DATE: 10-08-07
vu o
At 83
DATE COMMUNITY SERVICE DIRECTOR
SHEET. SEE CONSTRUCTION PLAN FOR
OF
APPROVED
4ET OF
:07
SEALANT COLOR TO MATCH A0JACENT
DRAWING OF-
NO.
LOCATION.
DATE RCE NO. GI ER
290-70.2/290-70.2-Cd/29070.2-2ND SUBMITTAL
7
PAVINI5
ALL EXPANSION JOINT SEALANT To BE
SEEDED NITH 51LICASAND
IL
Is
CONCRETE STRENeTH AND TYPE PER
J
SPECIFICATIONS, SECTION 02520.
1/5 THE SLAB THICKNE55
SECTIONS
YY MIN. RESILIENT SURFACINO NEARINO
410% COMPACTEDSUB-1 C-7RADE. A
z
SCALE: I
I
COURSE.
( &x CONCRETE PLAyesRouND ED&E OR
F
ligm-L
O2CUSHION DEPTH PER MANUFACTURERS SPECS.
AND ELEVATIONS PER CIVIL PLANS. O MIRAFI 140NO FILTER FABRIC, SOIL
SEPARATOR. SECURE FIBER FELT TO
O3 41' CONCRETE BASE OR AS INDICATED, TYPE CONCRETE FOOTINI5.
AND STRENeTH PER SPEOIFICATION5, @
6—I/4" MSN- DIMENSION WILL
4O CONTINUOUS CONCRETE FOOTING. VARY BASE UPON FALL ZONE AROUND
EACH PLAY STRUCTURE COMPONENT.
O #4 REBAR. a 12" O.C. EACH WAY. SEE SPECIFICATIONS FOR FALL ZONE
DEPTH OF RESILIENT SURFACE
O PLAYGROUND SAND. 12" MIN. DEPTH. SEE
SPECIFICATIONS.
JO I NT5 �3
0
4)
PLAN VIEH
LEGEND:
(D METAL BENCH - STEEL SITE, RB SERIES, MOVEL#
RMFC-24. AVAILABLE FROM VICTOR STANLEY.
CONCRETE PAVIN6, PER DETAIL W, SHEET L-2.01
CONTROL JOINT, REFER TO DETAIL 'Be, SHEET L-2.01
EXPAN51ON JOINT, REFER TO DETAIL 1131, SHEET L-2.01
PqHEELCHAIR ACCE55IE AREA.
00NOREOTE"o E3ENCH PAD 0
W RESILIENT SURFACIN& SHALL BE INSTALLED
kJ
NITH UV ALPHATIO BINDER. INSTALL PER
MANUFACTURERS SPECIFICATIONS.
RUBBER SURFACINC-7 SHALL BE INSTALLED
BY A PRE-QUALlEV INSTALLER NP.S.I.
CERTIFIEr,> AND SHALL MEET THE
REGUIREMENTS BY THE MANUFACTURER. THE
INSTALLER SHALL HAVE COMPLETED AT
RE51LIENT SURFACINC-7 SHALL BE
LEAST 10 PROJECTS SIMILAR IN SIZE AND
POUREP-IN-LAY BOUND' BY
50OPE IN THE LAST 5 YEARS.
SURFACE AMERICA, INC.. AVAILABLE
FROM:, COAST RECREATION
CONTRACTOR SHALL SUBMIT 12"X12" COLOR,
('114-6101-0100)
SAMPLE OF EACH COLOR SPECIFIED PRIOR
TO INSTALLATION.
ALL CONCRETE SHALL BE TYPE Vr 2500
P51,
TITLE:
CONSTRUCTION
RooftESILIENT t'05LURFACIONL-7 Fm
VETA I LS
REVISIONS DATE
SCAP
00
Lu
UNc.'Wd 249
c IL
CITY OF RANCHO CUCAMONGA
JOB NO.: 290-70.2
PROJECT NAME CENTRV"'PARK
PLAYGROUND
DRAWN BY: JJ / DP
wig11200
BASE LINE ROAD
SHEET TITLE
CHECKED BY: LM
T"i
APPROVED
DATE: 10-08-07
vu o
At 83
DATE COMMUNITY SERVICE DIRECTOR
SHEET:
OF
APPROVED
4ET OF
:07
00,2%
L
DRAWING OF-
NO.
DATE RCE NO. GI ER
290-70.2/290-70.2-Cd/29070.2-2ND SUBMITTAL
7
...... - -----
511xib11Ab" PRECISION CONCRETE BLOCK. 50LID OROUT FILLED.
ro
2
5"Xib" PRECISION CONCRETE BLOCK. SOLID 65ROUT FILLED. 12"Y
2
--ROUT FILLED.
IO"Xa"XIb" PRECISION CONCRETI BLOCK . 50LID IS
r01!X511XIb" PRECISION CONCRETE BLOCK. SOLID 6AOUT FILLED.
4At
POLYMER MODIFIED FIBER REINFORCED PORTLAND CEMENT PLASTER
10
0MU.
—C
:..USTOM PRE oAST CONCRETE PILASTER CAP PER DETAIL V, THIS SHEET.
CUSTOM PRE -<l' MONUMENT BASE.
-CP
PRECAST CONCRETE CAP BY QUICK ZETE PRODUCTS OR APPROVED
EOUAL. PER DETAIL 'E, TH15 SHEET.
EXPANSION JOINT PER DETAIL 151, SHEET L-2.01.
c" C,
SCALE 5/4 11 1 1-011 0 FOUR r� "X(p" STAINLESS STEEL ANCHORS SECURE TO PRECAST
ENLAR&EMENT CONCOM PANEL AND OMU KkLL IN EPDXY PEP, MANUFACTURER.
11 1
@(2) #4 REBAR CONT. 0 TOP, Ti
SECTION < III RADIUS CONTINUOUS.
® 5/411 11-011 2-011 WWI 50. TUBULAR STEEL VIA ISSONALS.
:2 5/4" TUBULAR. STEEL HORIZONTAL MEMBERS.
—Ia f 1/2" 50. TUBULAR STEEL PICKETS AT 41, O.C.'.
12 5/4"Xb"XI/a" THICK STEEL PLATE P41TH (2) LA6.6 AND EXPANSION SHIELl
7
12 POURED -IN-PLACE CONCRETE FOOTINO.
5EATKALL PER DETAIL 'Be, THIS SHEET.
(L
FI5H 5URFAOE/FIN15H IS AOE
SEE ENLAR6EMENT AA
Q ADJACENT PAVINO PER LANDSCAPE COSTRUCTION PLANS.
qO% COMPACTED SU5-CA;;44II;DE
<------------
CUSTOM FOAM MOUNUMENT CAP PEP, DETAIL L 4 IF$, TH15 SHEET. CoON171TION #1 PLAN—SECTION
SCALE- 5/4 F—�57 FENCE PEP, DETAIL 'i TH15 SHEET.
10
"IZ. e 5211 O.C. PC
All
12 21-40 #5 REBAR VERT. Is 1611 O.C.
' p ILASTER BEYOND #5 REBAR 0 16" EACH HAY, BOTTOM.
2-0
1111i too,
oil #5 REBAf;Z VERT. EACH CORNER.
2 110 CONDITION #2
#5 REBAR TIES 0 " 2 16 0.0. cl
F
f
#5 REBAR VERT. 0 2411 O.C.
(5) #rp REBAR HORIZ. CONT.
11
411
4. J
(�4) #5'REBAR a 52O.C. TRANSV. r —7,
too
dill
17. -N, Di!L5 TO MATCH 4 LAP VERT. REINFORCEMENT, TYP.
cl
fie= SOLID 6ROUTED.
4-4
'od CONT.
- 4
01,
(5) #5 REBAR, EACH 14AY.
(2) #5 REBAR HORIZ.
: =
1100
Oil
—III III I I I � a .•_ . `. A � : -w- ; - •
- , ` ` • - W
% NOMS:
%
4'°
ELEVATION
4 4 .4
4, a.Q•-= • y,.i.•®a.
4C. 4
• �
♦
, w4
s
4' A
v CRI ND FLUSH. ALL P4ELD5 SHALL BE CONTINUOUS AND CROUND
41.
,=I I
A A
1AIELDIi 13EVE-L ALL MEMBERS PRIOR TO loft�ELVII`l k4ELD 4
A
4.,•
SCALE: 5/4"
411.
`4
I I��
01TIONS, PRIOR TO FABRICATION.
III I tNFI �2 VERIFY II®
001'
It SMOOTH.
A.
� �
_11 —'I flf iIl mtl !11 III Im I—H- 1112-1 IIIaia11 4
III Illf11 11 1 1 ff IfI
ALL METAL SHALL BE SANDBLASTED, f;MCEIVE A METALIZED
F-71 — X ZINC FINISH AND EPDXY COATINi PER SPECIFICATIONS. ALL
METAL SHALL BE SHOP PRIMED AND COATED NITH TP40
SECTION 0-0 COATS EXTERIOR COATINCF.
SCALE: 5/418 (2 :2
22 PILASTER SECTION 5-5 SEATNALL SECTION A -A CONTRaINCTOR, TO SUBMIT SHOP DRAY4IN0SREVIEN AND
APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS.
® 5/4" -_ V-0" SCALE-. 5/4 11 - 1/ is ALL METAL SHALL BE SHOP PRIMED AND COATED V41TH Ti
COATS EXTERIOR COATIN67
ENTRNY00 FIL A EEO)TER 5EATNALL FIL A 50"TER 5EATNALL LECA57END A
CIO E3 IS
1/2 (0 Ae
2'l 21--411 - - ---------
IA 11
SEE FENCE/PILA5TER CONNECTION SEE FENCE ENLARZvEt4ENT, 14 -Sol 0111,
DETAIL 'i TH15 SHEET.TH4 IS DETAIL. 4
I fill
u1W
111 111
4
4
L'qZ LSqF7,1 L;qVA Tyf 16
16
- - - - - - - - - - -
ENLA&R.&EMENT
.4, SECTION 21 SECTION
SCALE: 1 1/ : 1 1/ 2 1 0 —011
101� SCALE2
Now "on Ao"T CON -0m, F I L 5TER 0 F
OONCORORETEO �0 50 E A T N A L L CA PRE cw tz� cool
:11
E10001:1 E1000 E10" z
1-10
5EF FENCE/PILASTER CONN`f'&TIbk -4---- I CII EII I!C—,
DETAIL R6, THIS SHEET.
A
L4.
• = a� . _ � I I C III
li III
Air
CITY OF RANCHO CUCAMONGA
IFSECTION Isco PROJECT NAME CENTRAL PARK
SCALE.. 1 1/211�11.011 4� PLAYGROUND
04. wmi 11200 BASE LINE ROAD
SHEET TITLE
SECTION
.0
SCALE: 5/41' 1 11 fill I APPROVED
SECTION W_ SQ'I "atura
SCALE: 1 1/211.11-011 A .
17 1 DATE COMMUNITY SERVICE DIRECTOR
to d)
APPROVED 01
OF
WING
*OWN on OF—
"'Olf 0 .
-am &sw%"mT"w "on A*100%
C 5T A
FENCRE FILA5TER 4 F=NL**E FEN(j0.'w0E/F1LA5Tt*"z5"R C"6,",,,(AomO";kNN=COOTIL000m/NN E,=, A00'^ L001111(001 COOK= F
.1-ii'lim mi
T_
ff
290-70.2/290-70.2-Cd/29070.2-2ND SUBMITTAL
PARK
I RANCHO CUCAMONGA;
TITLE:
CONSTRUCTION
DETAILS
REVISIONS 40SCA DATE
LU
co
0
—Amp r—
CAL
JOB NO.. 290-70.2
DRAWN BY: JJ / DP
CHECKED BY: Lm
DATE: 10-08-07
SHEET: DW c. 93
L — 2 . Cl
LECwENV:
it pp
-DRINKIN67 FOUNTAIN HITH RECESSED HOSE BIBB
AND LOOKINO DOOR. MODEL NO. 410 5M BY
MDF. MOUNTINe REGUIREMENTS PER
r 5PECIFICATION5, SECTION o2a
0- I I( IIS{I I I{ I I� {I If I ADA KARNIN6 aROOVE5 PER ENLARC-pEMENT
-4 11 I ADJACENT PAVINO
6P.-OOVE-SECTION
rR=3 I SCALE- III I It CONCRETE PAVIN6 PER DETAIL W, SHEET L-2.1.
L TOOLED JOINT PEP, DETAIL 151, SHEET L-2.01
eCH. aO PVC, k4ATER LINE V41TH A 4100
SECTION A -A SHEEP. CONNECT PER MANUFA01"URERS
SPECIFICATIONS.
SCALE: N.T.9
G) BALL VALVE A14D VAL\/E BOX. USE cl"XI211 BOX
TO ALLOH ROOM FOR CONNECTION5.
50H. 40 PVC HATER SUPPLY LINE PER CIVIL
A. EN61NEER5 DRAHIN66.
4
4
2" 50H. 40 PV(:, KASTE LINE CONNECT To A 0
4
.44 5EI^CR PER CIVIL EN&INEEf;* DRAHINc-79.
4
410% COMPACTED SUBC?RADE
.41
4 do.
.4. q PLANTINe AREA
4.
A le. A 4
:A A 50
14 ?OWN
4 -
in G SECTION A -A IS DIAGSRAMATIC. SEE PLAN FOP,
A A
4 - r
AA LOCATION OF VALVE Box.
: Ad
A
4' A A 0
. 10
4 11
. A v
4 * 4
Q.
4'
PLAN
SCALE: la7= 11,011
NOT USED 0"
DRINrk04441NO FOUNTAIN A
co
ca
Lu
in
CITY OF RANCHO CUCAMONGA
4 i7
d)
PROJECT NAME CENTRALPARK Date
PLAYGROUND
11200 BASE LINE ROAD
SHEET TITLE
APPROVED
DATE COMMUNITY SERVICE DIRECTOR
APPROVED
NOT U5ED 7ff _ Of`__�
NOT u" D DRAWING OE�
NO.
DATE d RCE NO.
Ci ENG tR
290-70.2/290-70.2-Cd/29070.2-2ND SUBMITTAL
4
P A R K
RANCHO CUCAMONGA
WN D=GN GROUP DIC,
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
=11111
TITLE:
DRAWN BY: JJ / DP
CHECKED BY: Lm
DATE:
SHEET: Dd(al .2493
IL
MA,
P"A R K
RANCHO CUCAMONGA
t 2 NX4 fil 9.
Milk
mole—
TITLE:
IRRIOATION
PLAN
REVISIO•
NS DATE
Lu
to
4m
0
0)
Wool—
JOB NO..- 290-70.2
DRAWN BY:
CHECKED BY:
DATE:
SHEET:
IRRIGATION NOTES
1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF
THIS WORK
t y s HEREBY INCORPORATED INT+ MADE a PARTOF SPECIFICATIONS y r THEIR
PROVISIONS
r i SHALL rr CARRIED
rr i CONTRACTOR.
2 THE CONTRACTOR
yir. SHALL LOCATIONS y STRUCTURES
r y SERVICES BEFORE
rit
COMMENCING i LOCATIONS OF UTILITIES, STRUCTURES
r y r SERVICES SHOWN
PLANS
y x r;
APPROXIMATE
rrsOa ONLY. ANY
DISCREPANCIES
r y, BETWEEN PLANS AND ACTUA
r♦ S;'CONDITIONS SHa REPORTED rrrp
TO THE DEVELOPERS REPRESENTATIVE.
3 THE CONTRACTOR SHALL OBTAIN PERTINENT
r ENGINEERING OR
ARCHITECTURAL
rss } r X BEFORE rr WORK.
4 CONTRACTOR SHALL OBTAIN ALL
NECESSARY
r PERMITS
r * • PERFORM . INDICATED HEREIN
`WORK.
INSTALLED5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND is To
BE PLANTING AREAS.
6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN
THE FELD THAT CONDITIOAT` NOT r PLANS
y sr PREPARED.
r r r r
ANY SUCH CONDITIONS♦ BROUGHT TO THE ATTENTION OF DEVELOPERS r, rra PRIOR
WORK
t ir► IRRIGATION
rI. y ',i iryir` SHALL ASSUME ALL RESPONSIBILITY
■i'.:.r ir, ANYFIELDCHANGES
NECESSARY BY DEVELOPER.
INSTALL AS iWN IN THE DETAILS AND SPECIFICATIONS.CONTRACTOR SHALL BE
RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND
INSTALLATION.
i; ACTUAL + i FOR INSTALLATION OF BACKFLOW * '' ` r. THE AUTOMATIC Ci ` i *, IS ",
BE DETERMINED IN THE FIELD BY DEVELOPER'S
*Pr AUTHORIZED
!r *rrt
CONTRACTOR PROVIDE
r:...i i ADDITIONAL
rr.'i x PILOT . FROM i T` i `:., ALONG ENTIRETY
+ MAIN LINE
TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.
10 ALL
PIPE r r PAVED AREAS
i a i BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF r CARRIED.
LEGEND FOR
TYPE. ALL WIRE
UNDER PAVED AREAS i BE INSTALLED IN X SCH. }# SLEEVE THE SIZE REQUIRED i.
EASILYPULL WIRETHROUGH.ALL a • WITH y MINIMUM DEPTH AS i ON
DETAILS. i EXTEND X PAST THE EDGEOF PAVING.
11 ALL QUICK COUPLERD REMOTE CONTROL+ i BE INSTALLED IN SHRUB OR GROUND COVER AREAS�
POSSIBLE. ALL QUICK COUPLER AND Ri i `iL VALVES TO BE INSTALLED AS i ON y X i,
DETAILS. x ALL QUICK COUPLER + i REMOTE CONTROLy OF HARDSCAPE.
12 ALL HEADS ARE TO� BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE
ADJUSTED r i PREVENT i r` y ,. i BUILDINGS, AND HARDSCAPE.
INCLUDES,i
LIMITED TO, ADJUSTMENT OF DIFFUSER
PIN
OR ADJUSTMENT
r REPLACEMENT
y i PRESSURE COMPENSATING
SCREENS,
REPLACEMENT
r+ NOZZLES MORE y •r;i irr} RADIUS AND THE REPLACEMENT
WITH ADJUSTABLE ARC UNITS.
13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES GROUNDING CONTROLLER AND y r
EQUIPMENT
PER
MANUFACTURERS * X i AND ASSOCIATES RECOMMENDS ME
#,r i, r i,r PROPER
GROUND AT LEASTONCE ANNUALLY,AND NECESSARYr, x'l : COMPLY WITH MANUFACTURER
SPECIFICATIONS. yi
IRRIGATION MATERIAL LEGEND
SYMBOL
T H F MANUFACT. MODEL NO. ® DESCRIPTION GPM r RADIUS DETAIL
HUNTERI T - - / /7 /7F NOZZLES .26,.35,.52,1.58 30 7
HUNTER FT A
! T- - V POP-UP T / 1 1 /1 /1 OF NOZZLES -3 , - a •7 , 1. 7 30 1
HUNTER0 FT A
13 El E3 R3 I TO - V TURF HEAD W/1 1 T/1 /12 L .65,. 87,1.3,2.6 0 12
FT A
19 0 HUNTER ! T- - / 1 15 T/15 /1 F NOZZLES .93,1.23,1.85,3.70 1
HUNTER5 FT A
{ T- - V- - 1 / -51 / -U .65,.65,1.30 30 1
5 FT A4X30 FT
HUNTER! T-12- V POP-UP SHRU13/ 7 T/7NOZZLES
.26,.35,.52,.1.58 7 FT A
INSTA 1 f 1 OQ11 /1 /1 OF NOZZLES .,. -, 1. 7 30 1
HUNTER0 FT A
I T-12- 1 / 1 1 T/1 1 F NOZZLES .65,.87,1.3,2.6 30 1
2 FT A
q HUNTER I -1 - V POP-UP SHRU13 HEAD Wif 1 15 /15/1 LES .93,1.23,1.85,3.701
5 FT A
A HUNTER INST-12-CV LCS,.515/RCS-515/SS-530 POP-UP SHRUB HEAD .65, .65, 1.30 30 4X15 FT A
4X30 FT
RAIN BIRD(3 C) QUICK COUPLER VALVE, INSTALL WITHIN 1 VALVE
HUNTER! -1 51- (11/2") I SPRESSURE REGULATED PLASTIC REMOTET V I AS
VALVE, SHOWN
APPROVEDAS ! 3/4" - 2" CL. 200 AS LATERAL LINES 12" BELOW
AS APPROVED PVC PIPE21/2" CL. 315 SOLVENT WELD AS MAINLINES'18" BELOW
NO SYMBOL AS APPROVEDIRRIGATION CONT I'E #14UF AWG DIRECT BURIAL( .L. )
s
SYMBOLNO 3 DIRECT BURIAL WATER -PROOF WIREWATER-T LL WIRE CONNECTIONS(.L. APPROVED)
F ---------VALVE
A20 24
L -VALVE SIZE
Controller: A IRRIGATION CONT L TIMES
PLANT TYPE / SPRINKLER TYPE Eto AKc PR RATE IE RUNTIME TI TIME
Days Per k: 6 7.3 (HOURS) (HOURS)
Shrub and Ground ov :
Spray Heads 7.30 OAO 1.74 0.70
0.09 4 7
Grass:
Spray Heads 7.30 0.90 1.74 0.701 7 1.
47
CYCLES T 1 TTI 11
TOTAL TIME IN IP 8t BUBBLERS ONLY, 0.00
TOTAL TIME IN HOURS ALL SPRAY : 1.84
TOTAL RUN TIME I : 1.84
1
R NAME
RAL . , r
PL
x ROUND #!%'
-BASE ROAD
SHEET TITLE
APPROVED
MEVIIIIIIIIII
APPROVED
Ili�'I "
DA TE RCE NO- CIKEI�GINEiR___
a +►
T
Sweeney
Assoc
38730 Sky Cowo fi
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RANCHO
31591 CAMINO CAPISTRANO
SAN JUAN
CAPISTRANO, CA 92675
949-493-2600 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
TITLE:
DATE: C w:o
SHEET
LOW VOLTAGE WIRES, 3 MAXIMUM
WIRES PASS THROUGH GROOVES IN
TUBE LID TO ALLOW LID TO CLOSE A A A I i Il,: +A, ,A, I A I ,j j, wr 1, , i, 4., iAA A, 1,
■
CLOSE TUBE LID AFTER WIRE III II I
IS INSERTED INTO TUBE
Y i A
POLY TUBE PRE -FILLED WITH
WATERPROOF GEL
LOCK TABS PREVENT WIRE REMOVAL
ONCE CONNECTOR IS INSERTED
SCOTCHLOK ELECTRICAL SPRING IV
•
PRE -STRIPPED OF 112" OF THE
INSULATION PRIOR TO INSERTION
INTO THE CONNECTIOR. TWIST
CONNECTOR ONTO WIRES TO
SEAT FIRMLY.
SCOTCHLOK CONNECTOR AND WIRES
INSERTED INTO TUBE UNTIL THE DIMENSION
CONNECTOR PASSES LOCK TABS
1/2"TO 2-1/2" IN SIZE
3"TO 6" IN SIZE
NOTE:
WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT.
KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A
WATERPROOF SEALINGTUBE SHALL BE SUPPLIED PREFILLED WITH GEL.
3 #14 OR 2 #12 PRE -STRIPPED GO
DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 PPER
WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.
www IRE t'ow;& 0NNE TION
D PIPE INSTALLATION
FINISH GRADE IN TURF AREAS
PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS BOLT, NUT, AND WASHER.
BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
EDGE. HEAT BRAND"RC\r AND CONTROL STATION # ONTO LID.
30 FINISHED GRADE
IN SHRUB AREAS
4" MIN.
24" WIRE LOOP
■
LATERAL VALVE ID TAG
■
PVC SxT ELL SCH 80 PVC
FEMALE ADAP. 2" MIN. CONTROL VALVE
SCH. 80 PVC SCH 80 PVC NIPPLE TYP.
BRICK SUPPORTS
SCH. 80 UNION
IRRIGATION MAINLINE
SCH. 80 MAINLINE TEE
314" CRUSHED GRAVEL
TWO CUBIC FEET
LANDSCAPE FABRIC
REMOTE to';'kONTROL VALVE
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0 U P L E R VA L V:;1
CITY OF RANCHO CUCAMONGA
PL YGROUND UNVER6ROUND 5ERVICE
INE,ROAD
11200 BASE L
SHEET TITLE I ALERT
CALL: 511
DATE COMMUNITY SERVICE DiiRG
�SHEET
THO NORKINO DAYS
DRAWING
OF
NO. ..
NO. C EN21N �E� BErORE YOU D16
P1"iSTIC ROUND VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS BOLT NUT AND WASH I ER.
HEAT BRAND "QCV"ONTO LID.
QUICK COUPLER KEY WITH MALE HOSE BIB
1/2"
CONNECTION AS SHOWN, KEY MUST CLEAR VALVE B
FINISHED GRADE IN SHRUB AREAS
4"MIN.
ABOVE FINISHED GRADE IN SHRUB
I
0QUICK COUPLER VALVE
I
El I 1��II
.4
11=411= SEE LEGEND FOR SPEC.
LIE. .
GALV. PUNCH LOC (2 REQ.)
NIPPLE (LENGTH AS REQ.)
0BRASS
BRICK SUPPOR• TS
•
BRASS TRIPLE SWING JOINT (SIZE PER QCV)
USE TWO STREET ELLS, ONE NIPPLE
SCH 40 PVC SxSxT TEE FITTING
LENGTH), AND ONE THREADED ELL FOR ASSEMBLY
LATERAL x SPRINKLER INLET SIZE
MAINLINE, SEE SPECS.
#4 x 36" REBAR STAKE
LANDSCAPE FABRIC
ROCK, I CUBIC FT.
NOTE:
USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL.
r% I
0 U P L E R VA L V:;1
CITY OF RANCHO CUCAMONGA
PL YGROUND UNVER6ROUND 5ERVICE
INE,ROAD
11200 BASE L
SHEET TITLE I ALERT
CALL: 511
DATE COMMUNITY SERVICE DiiRG
�SHEET
THO NORKINO DAYS
DRAWING
OF
NO. ..
NO. C EN21N �E� BErORE YOU D16
NOTE:
INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.
INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS.
INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER
LANDSCAPE AREA WITHOUT OVERSPIli: AY ONTO PAVING, FENCES, WALLS OR BUILDING
POP-UP SPRINKLER
Swoonoy & Assoolatj�*, Inc.
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40
38730 Sky CmM Ddm Suft C
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kkwds* CA 9250 0
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CENTRAL
P R K
RANCHO CUCAMONGA
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31591 CAMINO CAPISTRANG'
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-4 •-2690
WWW.RJMDESIGNGROUP.COM
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REVISIONS DATE
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DATE: to-ige-07
SHEET:
L
70-2--C-d-/-2-90-7-0.-2--2-ND--SU—B-M-IT-T-.AaL Sflr..
INSTALL SPRINKLER HEAD FLUSH WITH
FINISHED GRADE IN TURF AREAS
POP-UP SPRINKLER HEAD, SPRAY OR ROTOR
SEE LEGEND FOR SPECIFICATION
1/2"
INSTALL SPRINKLER HEAD 1/2"
ABOVE FINISHED GRADE IN SHRUB
I
AND GROUND COVERS AREAS
I
El I 1��II
LIE. .
UNDISTURBED SOIL
PRE -ASSEMBLED TRIPLE SWING JOINT,
HUNTER SJ SERIES (OR APPROVED EQUAL)
LAY LENGTH TO BE 6" MINIMUM
SIZE AS PER SPRINKLER OUTLET
SCH 40 PVC SxSxT TEE FITTING
LATERAL x SPRINKLER INLET SIZE
LATERAL LINE, SEE SPECIFICATIONS
FOR TYPE AND DEPTH REQUIRED
NOTE:
INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS.
INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS.
INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER
LANDSCAPE AREA WITHOUT OVERSPIli: AY ONTO PAVING, FENCES, WALLS OR BUILDING
POP-UP SPRINKLER
Swoonoy & Assoolatj�*, Inc.
irriamt1con Mmalan 4% 40cmaultina
40
38730 Sky CmM Ddm Suft C
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kkwds* CA 9250 0
PIL 951-46S4011 FIX
&D 1 10
CENTRAL
P R K
RANCHO CUCAMONGA
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31591 CAMINO CAPISTRANG'
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-4 •-2690
WWW.RJMDESIGNGROUP.COM
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REVISIONS DATE
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DRAWN BY:
DATE: to-ige-07
SHEET:
L
70-2--C-d-/-2-90-7-0.-2--2-ND--SU—B-M-IT-T-.AaL Sflr..
PAR K-1
RANCHO CUCAMONGA. I
TITLE:
I
JOB O'. 290-70.2
DRAWN BY: JJ / DP
CHECKED BY: Lm
SHEET:
L
13
C�
TOP TIE TO BE PLACED AS
LOW AS POSSIBLE ON TI -E
TRUNK TO ALLOW FOR WIND
FLEXING OF THE TREE. BUT
T SO LOW AS TO LO
SUPPORT 012 ALLOW
D TO DROR
NOTES:
REMOVE NURSERY#
ES
Z STAKES TO BE PLLIMB AND
PARALLEL.
+
3. STAKE TREE PERPENDICULAX
O PREVAILING r
0 j
TOP OF STAKES BELOW
Y li
♦r OF TREE WHERE
SPECIES GROWTHHABIT -ER.
TRUNKMAN
6— Lie
•�- • arc -•
r►ti. "" : is � i a yyt � i �. i....
�•* � � � � is • • � y r ,
+ . � 'x. Cr r • it ".
1. i � � • �,►� � r 'r + ~ i
r
r
T ROOTBALL TO EXTEND 2'
ABOVEA
ORIGINAL G12 BACKFILLNATIVE ROCKS
GREATER T14AN 3' DIAMETER.
3' BERM
PLACE TO Y COMPACTED BASK
wmw r - ., .♦•
NOTES,
L UNITANI MATTED ROOTS BY LOOSEWG ALL ROOTS AT EDGE
OF ROOT BALL.it NOT CRACKROOT BALL.
RANCHOCITY OF t, CALIFORNIA
APPROVED BYiSTANDARD
PLAN
CONTAINER PLANTING ON SLOPE
507
CITY ENGINEER DATE!
R.C.E. 24953
LOOP 0OSES TPLINKJ
P GREATER
THAN
TYING PLAN
NEW RUBBER HOSE OVER WIRE
AT PONT OF C
r--GALV. STEEL CABLE SPACED
EQUALLY AROUND TREE
CO 3/4 DIA X 3'
T R TO CLASS 200 PVC
EXTEND 2' ABOVE
FINISH MADE ARBORt
GARD OR EQUAL IN
TURNBUCKLE () S.
Y COMPACTED 3' BERM
TURF TO FORM WATERING BASIN FOR
RESIDENTIAL AND GROUND
COVERTA
4" WOOD c wp
c t » Pt .
11=11 I i� l I� I I it= I1
II_fll�l
_ If�f1._If
IE1
II III
I f�f I ROOT f I
NATIVE
�I I
I I
BACKF9LL WITHI — —rr ®1.1
ROCKSNO I1 =1i1 �®1f�I If=fII =1f 11=1I1�I
THAN 3' DIA 1 1 II iI-111�fI I X11 11: DUCK13LL EARTH ANCHOR
f1�IIIfI I1f
11-11 I I I I 1 (68
-DTS)TOTAL SYSTEM
�If f�IIl—ll
PLANT PIT ISI I!� If I
TO BE 2
TIMES BAII
UNIDISTURBEDSOL
NK)TESs
L INSTALL GUYS WAND TAUT TO
PREVENT DEr-ORIMATION OF S.
0 2 WIRE SHALL BE CLAMPED OR
I CRKFIEED NOT TWISTED. TQF' VIEW
cv
CD
JCITY OF RANCHO CUCAMONGA, CALIFORNIA.,
N
I
BYt h
APPROVED + STANDARD PLAN
TREE GUYING DETAILa
w s'
BOX OR LARGER 503
CITY ENGINEER
w DATE USE STANDARD SPECIFICATIONS s FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET I OF I
1. ALL a•+ ice; GROUND COVER TO BE PLANTED ♦EOUAL
SPACING (TRIANGULAR) OTHERWISE
PLANSt SEE LEGEND FOR SPACING REQUIREMENTS.
Z WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
SIMILA12 LIMITATIONS, ALI SWUBS; AND GROUND COVER
SHALL BE PLANTED AT ODESIGNATED SPACING
SPACINGF920M SUCH LIMITS. SEE- LEGEND FOR SPACING REGUREMENTS.
3. 12EGUREMENTS SHALLr I FINAL QUANTITIES
LEGENDOF PLANT MATERIALS. PLANT OUANTITIES INDICATED ON THE
ARE
RANCHOCITY Of- ♦ CALIFORNIA
APPROVED BY, STANDARD PLAN
SHRUB AND GROUND COVER
I I
SPACI #%
CITY ENGINEER DATE • j
W N
E
TOP Trz TO BE PLACED AS LOW \\
AS POSSIBLE CN THE TRUNK TO
ALLOW FOR WIND FLEXING OF T14E TREE.
Off T SO LOW AS TO LOSE SUPPORT
OR OW T14E HEAD TO DPOR
17 MAXIMUM
TOP OF= ROOTBALL TO EXTEND
2' ABOVE FVIIISH GRADE N
ORGA4AL GRADE -"-'-t
I
0, UZA71�
+l -A a-,�� AGALVANIZED SCREWS TO 3'I
•
•rG. ►Ti�i.'
r • LODGE POLE PINE STAKES
DRIVE
► 67 NTO
DISTL92BED SOL AND POSITION
STAKES OUTSIDE - r • ♦
COMPACTED
PLACE TO i::..
.w, i,... .r! i Y C>f--
ZL&VT
ffo,TIVE BACKFILL WITH
GREATERNO ROCKS
THAN 37 DIAMETER
7 +r
" +
PLANT PIT TO,
TINES THE WIDTH OF
THE ROOT BALL
1 r�
1 �
M
•
r .. ri
i
L REMOVE NURSERY STAKES
Z STAKES TO BE PLUMB AND PARAUB
3. STAKE TREE PERPENDICULAR TO PREVAILIIIIIIG WI
CITY OF RANCHO L;
A CALIFORNIA •1.
rl
.I I I
• STANDARD 1
PLAN
DOUBLE STAKEDR SLOPE
505
CITY ENGINEER DATEtUSE WITH
STANDARD SPECIFICATIONS
FOR
WORKS CONSTRUCTION
y.
R.C.E.
2495SHEET I 3 OF
" OF COMPACTED WOOD CHIP
MULCH.
HARDSC ING (CONCRETE HEADER,
CURB E GUTTER, SIDEWALK, C.) FINISH GRADE
I 17
CUT EDGE COMPACTED
NATIVE SOL
SUBMITNOTES-
1. POOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL
A SAMPLE 1 INSPECTOR FOR APPROVAL.
Z MULCH UNDE5,> TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
INTO EDGES AT GROUND ICOVEI�> AREAS.
3. MOISTEN MULCH AFTE32 INSTALLATION TO ASSIST IN COMPACTIONI.
4. PLACE NO MULCH WIT14N A 67 RADIUS OF THE CROWN OF A WOODY PLANT.
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CITY OF RANCHO w
I
C14 a CALIFORNIA
APPROVED BY'
..STANDARD PLAN
MULCH INSTALLATION
509w
cn
W> CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION
M R.C,E, 24953 SHEET I OF I
PLANTING
WITHINVE MATCHING FORM.
2. ALL LANDSCAPED Al2EAS TO 12ECEIVE AUTOMATEDIRRIGATION.
3. 12EFE12 TO PLANTING SPECIFICATIONSIL PREPARATION, FERTILIZATION,MULCHING,
AND OTHER ADDITIONAL PLANTING INFORMATION.
• I L SHALL BE APPROVEDY THE OWNER'S AUTH0121ZED 12EPRESENTATIVE
TIGHTLY COMPACTED 3' BERM TO FORM P121OIZ TO INSTALLATION.
DEPRESSED WA BASft
C14P MULCH. FINA L TI LL I L LL U ,1 T lU T 0/ L T
L LNTANGLE MATTED IZOOTS BY LOOSENING ROOTS AT EDGE
OF T BALL. DO NOT CRACK ROOT BALL.
�r'
s
i ♦ ; `' 1 i i r ♦ ; r � r • ,!� ♦ I, ,�„ ; r s•. i � i i
ii
iiri ' far
•iil r
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vo- &,-
•
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APPROVED BYs M
DOUBLE •
II � tl
I
STANDARD PLAN
•`� :ih r1 � r1
A 4 BOX
I IF 1
CITY ENGINEER: DATE�,
R.CZ24953SHEET
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS
T ROOTBALL TO EXTEND 2'
ABOVEA
ORIGINAL G12 BACKFILLNATIVE ROCKS
GREATER T14AN 3' DIAMETER.
3' BERM
PLACE TO Y COMPACTED BASK
wmw r - ., .♦•
NOTES,
L UNITANI MATTED ROOTS BY LOOSEWG ALL ROOTS AT EDGE
OF ROOT BALL.it NOT CRACKROOT BALL.
RANCHOCITY OF t, CALIFORNIA
APPROVED BYiSTANDARD
PLAN
CONTAINER PLANTING ON SLOPE
507
CITY ENGINEER DATE!
R.C.E. 24953
LOOP 0OSES TPLINKJ
P GREATER
THAN
TYING PLAN
NEW RUBBER HOSE OVER WIRE
AT PONT OF C
r--GALV. STEEL CABLE SPACED
EQUALLY AROUND TREE
CO 3/4 DIA X 3'
T R TO CLASS 200 PVC
EXTEND 2' ABOVE
FINISH MADE ARBORt
GARD OR EQUAL IN
TURNBUCKLE () S.
Y COMPACTED 3' BERM
TURF TO FORM WATERING BASIN FOR
RESIDENTIAL AND GROUND
COVERTA
4" WOOD c wp
c t » Pt .
11=11 I i� l I� I I it= I1
II_fll�l
_ If�f1._If
IE1
II III
I f�f I ROOT f I
NATIVE
�I I
I I
BACKF9LL WITHI — —rr ®1.1
ROCKSNO I1 =1i1 �®1f�I If=fII =1f 11=1I1�I
THAN 3' DIA 1 1 II iI-111�fI I X11 11: DUCK13LL EARTH ANCHOR
f1�IIIfI I1f
11-11 I I I I 1 (68
-DTS)TOTAL SYSTEM
�If f�IIl—ll
PLANT PIT ISI I!� If I
TO BE 2
TIMES BAII
UNIDISTURBEDSOL
NK)TESs
L INSTALL GUYS WAND TAUT TO
PREVENT DEr-ORIMATION OF S.
0 2 WIRE SHALL BE CLAMPED OR
I CRKFIEED NOT TWISTED. TQF' VIEW
cv
CD
JCITY OF RANCHO CUCAMONGA, CALIFORNIA.,
N
I
BYt h
APPROVED + STANDARD PLAN
TREE GUYING DETAILa
w s'
BOX OR LARGER 503
CITY ENGINEER
w DATE USE STANDARD SPECIFICATIONS s FOR PUBLIC WORKS CONSTRUCTION
R.C.E. 24953 SHEET I OF I
1. ALL a•+ ice; GROUND COVER TO BE PLANTED ♦EOUAL
SPACING (TRIANGULAR) OTHERWISE
PLANSt SEE LEGEND FOR SPACING REQUIREMENTS.
Z WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR
SIMILA12 LIMITATIONS, ALI SWUBS; AND GROUND COVER
SHALL BE PLANTED AT ODESIGNATED SPACING
SPACINGF920M SUCH LIMITS. SEE- LEGEND FOR SPACING REGUREMENTS.
3. 12EGUREMENTS SHALLr I FINAL QUANTITIES
LEGENDOF PLANT MATERIALS. PLANT OUANTITIES INDICATED ON THE
ARE
RANCHOCITY Of- ♦ CALIFORNIA
APPROVED BY, STANDARD PLAN
SHRUB AND GROUND COVER
I I
SPACI #%
CITY ENGINEER DATE • j
W N
E
TOP Trz TO BE PLACED AS LOW \\
AS POSSIBLE CN THE TRUNK TO
ALLOW FOR WIND FLEXING OF T14E TREE.
Off T SO LOW AS TO LOSE SUPPORT
OR OW T14E HEAD TO DPOR
17 MAXIMUM
TOP OF= ROOTBALL TO EXTEND
2' ABOVE FVIIISH GRADE N
ORGA4AL GRADE -"-'-t
I
0, UZA71�
+l -A a-,�� AGALVANIZED SCREWS TO 3'I
•
•rG. ►Ti�i.'
r • LODGE POLE PINE STAKES
DRIVE
► 67 NTO
DISTL92BED SOL AND POSITION
STAKES OUTSIDE - r • ♦
COMPACTED
PLACE TO i::..
.w, i,... .r! i Y C>f--
ZL&VT
ffo,TIVE BACKFILL WITH
GREATERNO ROCKS
THAN 37 DIAMETER
7 +r
" +
PLANT PIT TO,
TINES THE WIDTH OF
THE ROOT BALL
1 r�
1 �
M
•
r .. ri
i
L REMOVE NURSERY STAKES
Z STAKES TO BE PLUMB AND PARAUB
3. STAKE TREE PERPENDICULAR TO PREVAILIIIIIIG WI
CITY OF RANCHO L;
A CALIFORNIA •1.
rl
.I I I
• STANDARD 1
PLAN
DOUBLE STAKEDR SLOPE
505
CITY ENGINEER DATEtUSE WITH
STANDARD SPECIFICATIONS
FOR
WORKS CONSTRUCTION
y.
R.C.E.
2495SHEET I 3 OF
" OF COMPACTED WOOD CHIP
MULCH.
HARDSC ING (CONCRETE HEADER,
CURB E GUTTER, SIDEWALK, C.) FINISH GRADE
I 17
CUT EDGE COMPACTED
NATIVE SOL
SUBMITNOTES-
1. POOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL
A SAMPLE 1 INSPECTOR FOR APPROVAL.
Z MULCH UNDE5,> TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND
INTO EDGES AT GROUND ICOVEI�> AREAS.
3. MOISTEN MULCH AFTE32 INSTALLATION TO ASSIST IN COMPACTIONI.
4. PLACE NO MULCH WIT14N A 67 RADIUS OF THE CROWN OF A WOODY PLANT.
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CITY OF RANCHO w
I
C14 a CALIFORNIA
APPROVED BY'
..STANDARD PLAN
MULCH INSTALLATION
509w
cn
W> CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION
M R.C,E, 24953 SHEET I OF I
PLANTING
WITHINVE MATCHING FORM.
2. ALL LANDSCAPED Al2EAS TO 12ECEIVE AUTOMATEDIRRIGATION.
3. 12EFE12 TO PLANTING SPECIFICATIONSIL PREPARATION, FERTILIZATION,MULCHING,
AND OTHER ADDITIONAL PLANTING INFORMATION.
• I L SHALL BE APPROVEDY THE OWNER'S AUTH0121ZED 12EPRESENTATIVE
TIGHTLY COMPACTED 3' BERM TO FORM P121OIZ TO INSTALLATION.
DEPRESSED WA BASft
C14P MULCH. FINA L TI LL I L LL U ,1 T lU T 0/ L T
L LNTANGLE MATTED IZOOTS BY LOOSENING ROOTS AT EDGE
OF T BALL. DO NOT CRACK ROOT BALL.
CITY MI•
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CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS
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RANCHO CUCAMONGA
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TITLE;
FLANTINO
DETAILS
6
REVISIONS DATE
SC �p
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OF CAS -
JOB NO.: 290-70.2
DRAWN BY: JJ/DP
CHECKED BY: Lm
DATE: C
SHEET: PV6
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s
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PLANT PIT TO BE (2) MINES THE
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WIDTH OF THE ROOT BAU-
NATIVE BAC*=v- WITH No
ROCKS GREATER THAN 3*
UNDSTURBED NATIVE #
r I A r
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r • •r
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CITY MI•
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STANDARD PLAN
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WORKS SPECIFICATIONS FOR PUBLIC r
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3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE
BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER.
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�q�.p OUTSIDE PUBLIC R. .VV,
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(SEE NOTES N N)
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CITY OF RANCHO
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cciv ! CALIFORNIA
`,,, APPROVED BYG
STANDARD PLAN
ALLOWABLE GRADES41w
CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS
Cr- R.C.E. 24953 A ONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I
♦ r r ♦ ; ""'r; ;r .. ;r ; tri ;
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NR WING OF
DATE RCE NQ. CI �IN�ER
1 s ' i 1 1 ■'. T
,t
PA
R K
RANCHO CUCAMONGA
r 1 .♦r i i+ l II j
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TITLE;
FLANTINO
DETAILS
6
REVISIONS DATE
SC �p
�wq ING LIC ,gC�
w Q n
p
%
� y
OF CAS -
JOB NO.: 290-70.2
DRAWN BY: JJ/DP
CHECKED BY: Lm
DATE: C
SHEET: PV6
sa as
sa ar
C'
r t ! ,:.DIMENSIONS
r
ABOVE CEILING
(INCHES)
STREETb6
}'LIGHTING
i
TSIDE
C.O.
HOMERUN TO PANELBOARD
APPROVED
CIRCUITS
GFCI
EXTENSION
APPROVED
3-#12,t 1/2" CONDUIT
N:
4-#12s 3/4 CONDUIT
�4
5-#1 a CONDUIT 3/4"
!.
:s
a CONDUIT
7-#1 as CONDUIT
L.C.L.
8-# 129 3/4" CONDUIT
L.O.
PULLBOX
LV
LIGHTING SINGLE
a
LUMINAIRES .
LIGHTINGI
j
•
FIXTURE SCHEDULE
DESCRIPTION
r TOTAL , r' . • i r
I
WATTS. , r
r
WIRING/CON`O
lUIT
SD HIGH PRESSURE SODIUML I INUM 173 1 150 HPS
HOUSING, .. TEMPERED GLASS LENS, TYPE 2 DISTRIBUTION$
BLACK FINISH,MULTI-TAP
FUSEHOLDERS MOUNTED ON A 1' POLE. FINISH:
194 SPECIALa POLYESTER POWDER COATING
CYCLONE1 50HPS,
POLE #PD- 10$
BASE #BD -41
.
ALL TYPE "SD"
LUMINAIRESLBE EQUIPPED WITHL C LFOOTING,
DETAILSSEE IDETAIL xa ya
a SHEET E2.0.
POLE
SEE DETAIL a
SHEET E2.0
J'8JL8
ABOVE CEILING
C.B.A,
WIRING/CONDUIT CONCEALED IN OR UNDER FLR.
WIRING/CONDUIT
C.O.
HOMERUN TO PANELBOARD
APPROVED
CIRCUITS
GFCI
2-#121 1/2" CONDUIT
APPROVED
3-#12,t 1/2" CONDUIT
N:
4-#12s 3/4 CONDUIT
�4
5-#1 a CONDUIT 3/4"
!.
:s
a CONDUIT
7-#1 as CONDUIT
L.C.L.
8-# 129 3/4" CONDUIT
L.O.
9-#12s I
LV
LIGHTING SINGLE
LUMINAIRES .
LIGHTINGI
j
•
LUMINAIREST BASE.
G)
WALKWAY LUMINAIRE -- REFER TO FIXTURE SCHEDULE
WALK --
WAY LUMINAIRE REFER TO FIXTURE SCHEDULE
P.O.C.PC
LUMINAIREBOLLARD -- REFER TO FIXTURE
PROVIDE
TREE I — REFER TO FIXTURE SCHEDULE
!
SIGN LUMINAIRE- TO FIXTURE SCHEDULE
0
SURFACE MOUNTED LUMINAIRE — REFER TO FIXTURE
O.
SCHEDULE
0
JUNC11ON BOX BOX)
IN
a SEE DETAILS A & B.I
SYMBOL
WATT(S)
I=
MAIN DISTRIBUTION
SD HIGH PRESSURE SODIUML I INUM 173 1 150 HPS
HOUSING, .. TEMPERED GLASS LENS, TYPE 2 DISTRIBUTION$
BLACK FINISH,MULTI-TAP
FUSEHOLDERS MOUNTED ON A 1' POLE. FINISH:
194 SPECIALa POLYESTER POWDER COATING
CYCLONE1 50HPS,
POLE #PD- 10$
BASE #BD -41
.
ALL TYPE "SD"
LUMINAIRESLBE EQUIPPED WITHL C LFOOTING,
DETAILSSEE IDETAIL xa ya
a SHEET E2.0.
POLE
SEE DETAIL a
SHEET E2.0
J'8JL8
FINAL BYCONTRACTOR
C.B.A,
PLAN NOTE CALL OUT. REFER TO
CORRESPONDING PLAN FOR
C.O.
y' O O r REQUIREMENTS
SPECIFICATIONS
APPROVED
PANEL :. (PANEL 1") ,;
GFCI
SHEET NUMBER WHERE PANEL
APPROVED
SCHEDULE ;; LOCATED
N:
FIXTURE r
�4
TOTAL NUMBER
AMP
AMPERE(S)
C.B.A,
PLAYGROUND
CIRCUIT
C.O.
CONDUIT ::
APPROVED
CONNECTED
GFCI
GROUNDCONN.
FAULT CIRCUIT
APPROVED
INTERRUPTER ! rs
N:
GROUND
i
JUNCTION
!.
KILOVOLT -AMP 1 ..
KILOWATTKW
L.C.L.
LONG CONTINUOUS LOAD
L.O.
WGS ONLY
LV
LOW VOLTAGE
+ CONTRACT
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7 SCALE
j
•
! ■ CONTRA !
OWNER -FURNISHED,
CTOINSLLER
,... ` �'
PHOTOCELL CONTROL
P.O.C.PC
POINTCONNECTION
PROVIDE
FURNISH, INSTALL AND CONNE
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RELAY
RGS
RIGID GALVMIZED STEEL
O.
UNLESS NOTED
V
VOLT(S)
VA
AMP(S)
SYMBOL
WATT(S)
WP
WEATHERPROOF tiF r!
r
PROJECT NAME
CE T AL ARK
PLAYGROUND
11200 BASE LINE 'ROAD
SHEET TITLE
LL
APPROVED
DATE
COMMUNITY SERVICE DIRECTOR
APPROVED
H OF
®WING OF
DATE
RCE NO. CITY 671NEER
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RANCHO
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SYMBOL
& DETAILS
REVISIONS
DETAIL NOTES:
01 LIGHT FIXTURE.
Q2
METAL POLE.
Q3 WIRING SLOT WITH WEATHERPROOF COVER.
Q4 COVER PLATE.
�5 1W0 (2) NUTS PER BOLT FOR LEVELING.
❑6 BASE PLATE.
INSTALL 11" "1 ". CONCRETE PULLBOX WITHLOCKING
ENGRAVED " I L". SEE IL "B"
SHEET .
INSTALL PVC SCHEDULE 40 NON—METALLIC CONDUIT.
INSTALL (4) ANCHOR BOLTS FURNISHED WITH .
1CONSTRUCT REINFORCEDI ITIES
AT MAXIMUM ON
CENTER.
PULLBOX SHALL BE SET ON "
ROCK.
TOP OF NEW WALKWAY
1
LOCATE PULL
LIGHT FIXTURE AS INDICATED.
CONCRETE PAD.
COVER PLATE.
LIGHT STANDARD.
COLD JOINT.
PEDESTRIAN.
CONTRACTOR TO PROVIDE THICKENED
EDGE T CONCRETE PAD AS
GRADE.NECESSARY TO MEET ADJACENT
SEE CIVIL PLAN FOR SITE.
10'
BASE PLATE DETAIL
n
L
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lei jq�� �iiiiiii Fo]:
IF& ims 411
# 1I c .
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NOTES:
DASHED SYMBOLS DENOTED EXISTING
1,600A, 480Y/277V9 30, 4W (EXISTING) I
1 —
60 A
I3P I
60� +GG
I
PANEL
SUi
L�
A
P A R
RANCHO CUCAMONGA
CITY OF CUCAMONGA
A q
PROJECT NAME CENTRAL
�t iR�^�- AL
PLAYGROUND
11200 BASE Ul-, ROAD
SHEET TITLE
APPROVED
DATE COMMUNITYSERVICE DIRECTOR
APPR VE
HEST OF
Gacl W
OF
DATE CE NO, CITY EN (NEER
h«% ') _7 '1'_Cti/99 7n 7.1 ST .IIIi, �TT A5
290-70.2
DRAWN : GLPE
CHECKS : LP
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DETAILS
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PANEL
SCHEDULE
REVISIONS
DATE
CITY OF CUCAMONGA
A q
PROJECT NAME CENTRAL
�t iR�^�- AL
PLAYGROUND
11200 BASE Ul-, ROAD
SHEET TITLE
APPROVED
DATE COMMUNITYSERVICE DIRECTOR
APPR VE
HEST OF
Gacl W
OF
DATE CE NO, CITY EN (NEER
h«% ') _7 '1'_Cti/99 7n 7.1 ST .IIIi, �TT A5
290-70.2
DRAWN : GLPE
CHECKS : LP
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2. UNLESS OTHERWISE NOTED, SITE LIGHTING CONDUIT MD WIRE SHALL BE.- Ljl EXISTING.
3/ *C. WITH 2 #6 + 1 #10 CU GRD.,THWN (GREEN)
2 E;
EN CONTRACTOR 'SHALL INTERCEPT EXISTING
1"C. WITH 3 #6 + 1 #10 CU GRD.,THWN (GREEN) CIRCUITING AND EXTEND AS REQUIRED.
1-11M WITH 4 #6 + 1 #10 CU GRD.,THWN (GREfM
L3
MAIN'SWITCHGEAR 00 p,
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PROJECT NAME
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DATE COMMUNITY SERVICE DIRECTOR
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JOB NO.: 290-70.2
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NOTES;
SIM-LANDWAPE-IMNING-f0"LL f 1XTURE4OCATVWS-.---
2. UNLESS OTHERWISE NOTED, SITE LIGHTING CONDUIT AND WIRE SHALL BE- Llj EXISTING.
3/4"C. WITH 2 #6 + 1 #10 CU GRD.,THWN (GREEN)
r' CONTRACTOR SHALL INTERCEPT EXISTING
1"C. WITH 3 #6 + 1 #10 CU GRD-,THWN (GREEN) CIRCUITING AND EXTEND AS REQUIRED.
1-1/4"C. WITH 4 #6 + 1 #10 CU GRD.,THWN (GREEN)
L�j MAIN SWITCHGEAR "MSA".
a
9-vw st !FR AfffM
R DESIGN GROUP INC.
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
949-493-26M FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
GLP Engineering, Inc.
Mechanical and Elecfrical Engineers
1751 East Garry Avenue
Santa Ana, CA 92705-5814
TeWphone (949) 428-8800
Fox (949) 428-8805
JOB NO.: 290-70.2
DRAWN BY: GLPE
CHECKED BY: GLP
DATE:'
SHEET. VW6 �AZ3
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loill,lilililling
REVISIONS
DATE
JOB NO.: 290-70.2
DRAWN BY: GLPE
CHECKED BY: GLP
DATE:'
SHEET. VW6 �AZ3
E3.0
110T
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-E -E
WAT R 9ENER&
N 07 S
1. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
AC COUNTY WATER DISTRICTS STANDARD SPECIFICATIONS AND THE
LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA
COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS
PRIOR TO START OF CONSTRUCTION.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
THEMSELVES WITH'THE SITE AND SHALL'BE HELD SOLELY 'RESPONSIBLE FOR
ANY DAMAGE TO EXfS'flNG fAaLIXS RMLTING DIRECTLY, OR #01RECTLY
FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARESHOWN
ON THESE PLANS.'
4. ALL 6 -INCH WATER LINES SHALL BE 12 GAUGE STEEL; ALL 8 -INCH
THROUGH 16 -INCH WATERUNES SHALL BE 10 GAUGE STEELCEMENT MORTAR
ON
LINED AND COATED IN ACCORDANCE WITH ANSI/AWWA SPECIFICAn
C205-00.
5. THE APPROXIMATE MINIMUM AND MAXIMUM STATIC WATER PRESSURE AVAILABLE TO
SERVE IS 120 P.S.I. AND 1,30 P.Slo RESPECTIVELY.
6. ALL WATER METER SIZES SHALL BE 3 (DOMESTIC) AND 6" (LANDSCAPE)
7. THE MINIMUM COVER FOR 6 -INCH AND 8 -INCH WATER LINES SHALL BE 30 INCHES,
10 -INCH WATER LINES SHALL BE 36 INCHES, 12 -INCH WATER LINES SHALL BE 42 INCHES,
AND 16 -INCH WATER LINES AND ABOVE SHALL BE 48 INCHES.
8. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS
OF THE, CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT.
9. THE DEVELOPER $HALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF
ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR, TO ANY
CONSTRUCTION OF FACILITIE& ANY NECESSARY CHANGES OF WATER LINE
DEPTH DURING CONSTRUCTION SMALL BE REPORTED TO THE CUCAMONGA
COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONTINUANCE
OF CONSTRUCTION.
10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE.
11, THE CONTRACTOR SHALL BE REQUIRED'TO OBTAIN THE NECESSARY PERMITS
FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION
WITHIN ANY STREET, RIGHT-OF-WAY, OR EASEMENT.
12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR
PUBLIC DOMESTIC USE, 07HER THAN FOR RESIDENTIAL, SHALLHAVE INSTALLED
AN APPROVED REDUCED PRESSURE PRINCIPAL, BACKFLOW ASSEMBLY AS THE
MINIMUM BACKFLOW PROTECTION REQUIREMENT
13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT
FURNISHED METER BOXES.
14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE THE
WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE
15. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER UNES
SHALL CONFORM TO THE STATE OF CAUFORNIA ENVIRONMENTAL HEALTH CODE
TITLE 22, SEC11ON W30'C.
16. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS
NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT
ENGINEER.
17. TRENCH RESTORATION AND. PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE' LOCAL AGENCY.
18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE
AFTER FINAL PAVING IS COMPLETEED.
19. PRIOR TO ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES., OR ANY
CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND DISINFECTION
SHALL BE PERFORMED,IN ACCORDANCE WITH THE SECTION 7, TECHNICAL PROVISIONS,
OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT.
20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE
ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR
TO START OF CONSTRUCTION.
21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL
CONTACT THE CUC AMONGA COUNTY WATER DISTRICT AT (909) 987-2591, TWO
WORKING DAYS PRIOR TO THE REQUIINSPECTION DATE.
22. THE CONTRACTOR SHALL RETURN, A LEGIBLE AND CLEAN SET OF "AS BUILT"
DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL.
ACCEPTANCE OF ANY SYSTEW
23. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT DOES
NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTANCE OF ANY
UNDERGROUND FACILIRES, WHETHER OR NO3 SAID FI ARE SHOWN ON
THESE PLANS.
PRIVATE ENCANEEF:rS NOTICE TO CONTRACTORS*
THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED. TO TAKE DUE PRECAUTIARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS, THE
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE
DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL
APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS AND THAT THE
CONTRACTOR, SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPnNG FOR LIABILITY ARISING
FROM THE SOLE N-EGLIGENCE 0r THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO, THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
Underground Service Alert
CAU
TOIL FREE
1_800
U0 422-4133
C
SS1
A.
0
C-23971
Exp. 12-31-07
CIVIX.
WATER 'IMPROVEMENT PLANS
FOR
RANCHO CUCAMONGA CENTRAL. PARK
LOTS 1-11, TRACT, 128091 M.B. 175'1-3
N.W.C. BASE LINE ROAD AND, MILLIKEN AVENUE
CITY OF RANCHO CUCAMONGA
COUNTY OF SAN BERNARDINO
STATE OF CALIFORNIA
_W_ C.M.L. & C. WATER LINE
SATE VALVE
��Z FIRE HYDRANT ASSEMBLY
SERVICE LINE AND METER
BLOW -OFF
CONSTRUCTION NOTES AND QUANTITIES
WATER IMPROVEMENTS
,'CONSTRUCT
•
DESCRIP TION
8" CML & C WATERLINE
CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER CCWD SITD. DWG. NO. 3
CONSTRUCT 6" IRRIGATION: SERVICE PER CCWD STD. DWG.:NO. 2 2A & 28
CONSTRUCT r DOMIESTIC WATER METER 'PER -CCWD STD. DWG. NO. 2A & 2B
1011;
CONNECT TO EXISTING LINE
CONSTRUCT 8" VALVE & ASSEMBLY PER CCWD STD. DWG. NO. 4
UMS 401
C ONSTRUCT-6" FIRE DOUBLE DETECTOR CHECK PER CCWD STD. DWG. NO. 813
CONSTRUCT 8" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11A
CONSTRUCT TRENCH REPAIR PER CCWD STD. DWG, NO. 31
TACK WELD ALL JOINTS 80' FROM BENDS/CONNECTIONS & ALL CURVES PER STD. DWG. 9,
all
__7
-CONSTRUCT 6" CML'& C WATERLINE
ABANDON EXIS11NG MAIN IN PLACE, AS DIRECTED BY CCWD INSPECTOR
CONSTRUCT 8" CML & C 45* ELBOW
CONSTRUCT 8" CML & C 900Iii PLUG
CONSTRUCT 8" CML & C fLIG
CONSTRUCT 8" SINGLE DETECTOR CHECK PER CCWD STD. DWG. 8
�Affil
CONSTRUCT UTILITY CROSSING PER DETAIL A, SHEET C-1
A
MCONNECT
I
TO BUILDING LINE
CONSTRUCT 6" TURBO METER
CONSTRUCT 6" BACKFLOW PREVENTER
CONSTRUCTWATERLINE
R MOVE EMSTING. 12 CML C WATERLINJ
E
GRANULAR BEDDING FROM
SE E ED TRENCH SIDE
L CT
MATERIAL
z
0
Q_
Q_
8* C.M.L.&C.
8" x 45 DEGREE
WELD ELBOWS
45 DEGREE M
DELBOWS
,6C
8* C.M.L.&C.
5 —00
WELD ELBOW DETAIL
N.T.S.
U5 IMSTAtA. I" DOMES-Ttc- MeTF-P. W1 2-"5EA%J%C6 �LINE.:
common"
--------------------------------------------------------------------
PROPOSED 8" WATER LINE
PROPOSED 8" WATER LINE
B SE LINE ROAD
ze%, F;e
RANCHO CUCAMONGA FIRE
PROITECTION DISTRICT
FM C S WPROVED Approvalgranted for underground water mains
oes not indude Oy
and hydrants only. Approval d
_A__NGA whider piping or appurtenance&
-14SPECTOf�-4tdHO'CU AMO FM PROTEC77ON DISTECT
BENCHMARKRED UNDER SUPERVISION OF PLANS PREPARED BY
CIVIL ENGINEERING DATE
BENCHMARK NUMBER 96—B
`�ELEVATION: 14,30.686' LAND SURVEYING
BY.
- - - - - - - - - - -
OF-`M*TIA—ATIE��_
W-TNE N'11C ST., ASSISTANT GENERAL MANAGER
44 FT. W. C/L HAVEN AVE. & 83 FT. N. C/L1 RICHARD A. MOORE 1100 S. COAST HWY., #318
LAGUNA BEACH, CA 9265 CUCAMONGA COtJNTY WATER DISTRICT
19th ST., SET DRIVE PIN W/C.STAG IN
ENGIN
EERING DEPARTMENT
TOP THE E. -END OF A HEADWALL FOR
ADD SHEET 4-GROSSIING I PHONE: 949-376-6407
10440 ASHFORD ST. CUCAMONGA, CA 91730
C
23971 . . . . . . . .
3 MP. jI DAT R-C.E. FAX: 949-376-6417
-24 E (9019j 987-2591
DESCRIPTION
I
NOTES-. I
1 - TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THA'N 5*
SHALL HAVE ADEQUATE SHORING.
3. CLASS 11 AGG BA
lboSE ALL TRENCHES
LESS THAN IN LENGTH,PER
ITY OF, RANCHO CUCAMONGA
STD.120
NOTE.* COMPACTION SHALI
ZONES UNLESS OTF
TRENCH STABILITY
TO CAL -OSHA REQ
1 MIN,
BELOW BELL
0 abli-N DOE,
T-RENCH DETAIL
NOT TO SCALE
BE 90% IN ALL -
ERWISE SPECIFIED.
Z'S.ZHALL CONFORM
UIREMENTS.
A
47
DESIGNED BY DRAWN BY CHECKED BY
it AMONGA COUNTY WATER DISTRICT
RAM RDB I CCWD/RBA
CENTRAL PARK
SCALE 'WORK ORDER No. �ATLAS�11
No -
DP 5917 "1 PUBLIC WATER SYSTEM
1! 2108
1 =40' 32105 210
TRACT 1280119
CONSTRUOTION NOTES
/z
CONSTRUCT 8# CML C WATERLINE
CONSTRUCT 67 FIRE HYDRANTAS%MB.LY PER CCWD STD. DWG.
CONSTRUCT 6. RRIGATION SERVICE 'PER CCWD STD. DWG. NO. 2 & 2A & 2B
CONSTRUCT 3" DOMES -NO, 2A'& 213
Tic WATER METER PER CCWD . STDDWG
CONNECT TO EXIs-nNG'LINE'
CONSTRUCT 8 VALVE & ASSEMBLY PER CCWD STD. DWG• .,NO. 4
CONSTRUCT. 6" FIRE. DOUBLE DETECTOR CHECK PER CCWD STD. DWG. -NO. 8B
8" X` 8 TEE
'�A"
CONSTRUCT 8" HOT'TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11A
5)LINE
I
65 LINE 8
STA. 15+90.22
10+00.00
6
&,''CONSTRUCT
TRENCH REPAIR PER C . NO. 31
6
TACK WELD ALL JOINTS 80' FROM BENDS/CONNEcTIONS & ALL CURVES PER STD. DWG. 9
CONSTRUCTI,6" CML C 'WATERLINE
35.2±
0 32,0 `1
72.
TOP 8" WA, R
1 NV 36
A13ANDON EXISTING MAIN IN PLACEA AS DIRECTED BY CCWD. INSPECTOR'
(g
CONSTRUCT 8- CML & C 45- EL80W
'CONSTRUCT .8" CML- & C 90- PWG
CONSTRUCT 8 CML & C TEE, FLG
@)
CONSTRUCT 8" SINGLE DETECTOR CHECK PER CCWD STD. DWG. 8 y
L
-0
CONSTRUCT U11LITY CROSSING PER DETAIL A, SHEET C-1
6- IRR.
Y' 2'
n@@C
:@
CONNECT TO BUILDING LINE
LINE I 1�_
5 00.00!
CONSTRUCT'6" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11
@
CONSTRUCT 6" TURBO METER
CONSTRUCT 6", BACKFLOW PREVENTER
CONSTRUCT 12" CML & C WATERLINE Pak
03)
ONSTRU T 12" CML & C 45- ELB W
MATCHLIINE SEE SHEET W-3
k
X
WATER, LINE "B"
FAA
L13
0.
FF 51,00.
C26 PAD 50-33
J,
F1
I r_1
WATER LINE
OB"
ff LR LINE OB"
/'
k� :
JvII
CURVE TABLE UNE TABLE
LINE PAP LINE "A111
CURVE DELTA LENGTH -RADIUS LIN LENGTH BEARING
C1 23`31'487 100.2.0 244.00 L1 109.76 N00604'1 80E
C2 1210'01" 135.27 631.00 L2 9.50 N78`32'55"W L20
C3 .07*24'3e 29 .21 82-38 637.00 L3 N111° 42'39"E
'49"' 63-30 338.00 L4 10.50' 'N57*23"39"w .STA. 13+45.07 LIE wA-70
C4 10'943'
C5 20*07'43" 70.26 200-00 L5 16.30 N34*52'09"W
C6 17"4733 62.11 200,00 L6 29.49 N75"221 8"E
C7. 1 '52 50.10 194.00 L7 15.15 N14*37"42"w
C8 0213'41 13.11 337.00 L8 32.48 N75*221 8"E
L
C9 20*09'16" 118.54 337.00 L9 62.61N33#11'43"E
C1W
10
42*40'45" 236.88 318.00 tio 46.11 N79*01'51 '"E AN
0
C\/
11 35*52'44" 199.113 318.00 L11 9.55 N21 *40'05"W
>1
'54'55"E Lj
C12 L12 184.07 N 89 .55"E
CW 13 01 *42'16" 3. 1 787. L13 21.7 N1 0"58'09" -x
NTRACTOR TO CONFIRM SIZE OF FIRE LIN
C14 046GE44 56.8,3 --- _787.00 L1 4 8.34' N79*01'51 "E CO
N 'H BUILDING SPRINKLER CONTRACTOR
cis 09*4,7'47" 33.17 194.'00,, LINE "Sw
'59'01_"E N
C16 03*39'34" 1916 300.00 L13 10.37 N44
C17 - - tl 4 370.43 N44*57'30"W
C
1 09"31'5W 194 -00 L15 8 32.62 . L2
C1 9 09"01"18'* 123,92 787.'00 L16
C20 07*57'19 21.66 15600 L17 9.43 N45"02'30"E
__ x U
C21 03"04'44" 8.38 156.00 L18 4.00 N44*57'30"W
C22 33*09'53 67.14 116.00 L1 9 9.73 N45"02'30"E
'1011
0 4.00 N 44 Q WATER LINE "A"
14*48'38n 25.85 100.00 L2 '30"W
LINE "B" L21ti
C24 50*4232" 263.74 298.00 L22
C25 52*36'12" 116.60 127.00 LINE "C" y
C26 39 127.00 L. 66.66 N11*48'17 W_
LINE "C" L24 23.75 N55*31'59"E
C27 34#52'05" 122.93 202.00 L25 292.10 N44"57'30"W
C28 57*31'49" 10 3.42. 103.00 L26 23.32 N45'05'1 VE
C29 10*26 1 18, 8 103.00
25.• OP 8"W 17
19.7± v 3O SD
O. SCE U& TRANS LINE
PER EDISON DWG. 4584
=; F
X
Sol
7
U') . ........
--T _71
-12" W (CML&W)-
7± INV W TEfR
-12111 IM1111 16
IN 1,
o -12" W (CML&W) - - - - - -
EXISTING 12 INCH WATER I M
C> Bktib L NE R 0% AD PROP. CURB & GUTTER
PER DWG. NO. 7-12-76W SCE EASEMENT
PER 'SEPARATE PLAN
M C>
RANCHO CUCAMONGA FIRE C> A
b
SYSTEM APPROVED PROTECTION DISTRICT
-41" W (MW -+P0
6)` -41" W (MW6��Qn -41" W (MW6p-+O-Q
Approval Is granted for underground water mains,
and hrants ly. 1 -41" W 48+00 49+00
ydonA oes not include an +
pproval d y
or piping or appurtenances.
sp"
to V)
R"CHO C A FIRE PROTECTION DISTRICT
to
< 0 )i
+
U)
j_.: z
00
<
OFESSi Z
Underground Ser
® Alert 5 �
V1
6 1--
LLJ
0 P= 0
CA -LL
C-7 8
TOLL FREE Uj 9
C-23971
1-800 Exp. 12-31-05
422-4133 SCALE. 1 =40"
'v
TWO WORWNG DAYS BEFORE YOU DIGOF M% 0 40 80
of. it! Mmr4l
1-1-04 ]BENCHMARK PLANS PREPARED .-UNDER SUPERVISION OF
BENCHMARK NUMBER 96
ELEVATION: 1430.686'
114STALL- IDomam THE NC OF HAVEN AVE. 19th ST.,
3X&
WOORE
L-14VF- "A 44 FT. W. C/L HAVEN AVE. & 83 FT. N. C/L RICHARD A.,
19th ST., SET DRIVE PIN. W/C.S.' TAG IN
TOP 0 THE E. END OF A HEADWALL FOR
23971
RU
' 3-
24" CMP. DATE. tot R.C.E.
- ------- ----
DATE I APb
A
- ----------------- ----
CIVIL ENGINEERING
LAND SURVEYING
1100 S. COAST
LAGUNA BEAcA -92651
PHONE: 949-376-6407
FAX: 949-a76-6417
F -.l ITANVA
CUCAMONGA COtJNTY WATER DISTRICT
ENGINEERING DEPARTMENT,
10440 ASHFORDCUCAMONGA, CA 91730
(909) 987-2591
7,
DESIGNED BY DRAWN BY 'CHECKED BY
AMOMLFA q_0111109humuy WA
RAM RD13 ICCWD/RBA
SCALECENTRAL PARK
:WORK ORDER No.;Rt"
PUBLIC WATER SYST M
DP 5917 !1 `
1 40)2108 E
32105 2109
L77 TRA 128r%n
REFER T NOTE "I" BELOW
/ 35 Aff I
/ 1.5..
O
3/4"
--'�
1. 5
) " "Ad
3/4 '� �
3/4
e
r. i
CONTRACTOR i, i. iMAINLINES WORKING
• ORDER.
COORDINATEOWNERS rr
.t r
OB:
CONTRACTOR
•O • l: : RESPONSIBLE
..,:• ., FOR
ALL
EXISTING IRRIGATION
r1, O :. r ,...
DAMAGED D - r CONTRUCTION AND IF DAMAGED,
MANUFACTURER AND MODEL.
AOTE C:
ANY EXISTING
IRRIGATION ° ,: s . r TO EXISTING CONTROLLER
SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER
OPERATION
.P•* AND;
♦. r, INSTALLATION
.Aj. ... OWNER'S
r. AUTHORIZED
O•r r rrA PRIOR r- r
TO COMMENCING WORK AND UPON COMPLETION OF WORK.
i:,
CONTRACTOR SHALL CONFIRM EXISTING
CONTROLLER- SHALL CONFIRM THAT SAID CONTROLLER HAS ai:. AND
r r. .fir:
i UATE OPEN STATIONS TO 1
ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEM MODIFICATIONS. NOTIFY
NOTE E:
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL
ADJACENT IRRIGATION SYSTEM EQUIPMENTTHAT IS AFFECTED BY NEW CONSTRUCTIOV-1
IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNE
PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS WITH
SYSTEM LAYOUT AS APPROVED BY RAUTHORIZED REPRESENTATIVE.
CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH OWNERS
AUTHORIZED r-ri PRIOR TO rr
WORK.
O..
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL
OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION
IMPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE
REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO
COMMENCING r P
NOTE G:
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION
SHALL BE DOCUMENTED AND DELIVERED TO . r
UNDERNOTE H:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC
SLEEVING PAVING,AND CURBS BELOW r,r, AND
NO
LESS A DIAMETER
IRRIGATION
111♦. .r AREAS
. r A, WHERE PIPE
i • •
WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6"SLEEVING MATERIAL. CONFIRM
CROSSINGS
WITH
OWNERS REPRESENTITIVE
PRIOR
i_ a . PAVING
1 A ;r A. • r ♦ r
CONSTRUCTION.
NOTE 1:
CONTRACTOR SHALL PROPOSED IRRIGATION MAINLINE r
,THE EXISTING
MAINLINE IN THIS APPROXIMATE LOCATION.'CONTRACTOR SHALL VERIFY ALL
IRRIGATION CONNECTIONAND DISCONNECTION -♦ r WITH OWNERS
COMMENCINGFIELDWITH OWNER!S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO
WORK.
-A R K
RA..NCHO . ♦M
WN DRNM =UP INC
31591 CAMINO C.APISTRANO
SAN JUAN CAPISTRANO, CA 92675
949-493-2600 FAX 949-493-2690
1 WWW.RJMDESIGNGROUP.COM
Eel
/ kw. k
t-, Af. 71))
■■ II
r Ij �I
r
R ml
IRRIGATION NOTES
i
CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER.
COORDINATATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A
COORDINATE ALL r it ., OWNERS .! ar r
NOTE B:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT
DAMAGED D ,R CONTRUCTION
AND DAMAGED, REPLACE
MANUFACTURER AUDITAODEL.
A:.
ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED CONTROLLER r.
SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER
OPERATION AND: INSTALLATION WITH OWNEITS AUTHORIZED REPRESENTATIVE PRIOR
TO COMMENCING WOR. AND "i'. COMPLETION OF O.
NOTE ;f
CONTRACTOR SHALL CON: • OMAKE s AND MODEL AND
SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE
ANY ADJUSTED :D ALL PROPOSED
IRRIGATION
O' O D'NOTIFY NOTED.
OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE
NOTE
CONTRACTOR,
: fw SHALL : RESPONSIBLE
YPi FOR M ISP. yr i1.,} f_. i OF
i- •
IOTE F:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL
i— ALL EXISTING IRRIGATIONi M BY THE NEW CONSTRUCTION
�MPROVEMENTS, IF NESCESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE
NEMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO
AOTE G:
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK. VERIFICATION
SHALL BE
DOCUMENTED AND DELIVERED TO OWNERS REPRESENTITIVE.
i '
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH 40 PVC
SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOW GRADE ANI
NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE CROSSING
WILL OCCUR. PIPE
CROSSINGS WITH OWNEITS REPRESENTITIVE PRIOR TO PAVING AND HARDSCAPE
CONSTRUCTION.
NOTE
CONTRACTOR SHALL CONNECT PROPOSED IRRIGATION MAINLINE TO THE EXISTING
MAINLINE
APPROXIMATE LOCATION. SHALL VERIFY ALL
IRRIGATION i', i N AND DISCONNECTION POINTS IN FIELD WITH OWNEITS IN
FIELDWITH OWNEITS AUTHORIZED r rwi. PRIOR TO BIDDING A
D."i` TO
COMMENCING WORK.
PROPOSED IRRIGATION
NOTF .1-
�I
A R K
RANCHO O
Ram Dix ow1up we
31591 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
949-493-2640 FAX 949-493-2690
WWW.RJMDESIGNGROUP.COM
REFER T/NOTE "I" BELOW RI
IN
3/4 41
3/4 3/4
34
1
)/4
mffi—W��
swff��
51r.7m,"
Z4:9 9 :1 -.1101i'll iiii, 1, , 0 'fik
if
1
INNER,
9919A � A III. I
1/4
11/4
2)
11 11
1)
1, >!a11 2
PH// �-
3/411 4
f
/4°�� 3
11
3/4
. a `sem.. -�`�'
3/4
11/4 _ '9 .
REFER TO NOTE "I" ABOVE RIGHT
mi
AW
4r.
labl- . CITY OF RANCHO CUCAMON,GA
PROJECT NAME n'NTR-A--L- PAR
PLAYGROUND
11200 BASE LINE ROAD
NOTE A:
CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER.
COORDINATATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATION TO A
MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S REPRESENTITIVE.
NOTE B:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT
DAMAGED DURING CONTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME
MANUFACTURER AND MODEL.
-iFLANTLWNFIRM ALL LAYOUT IN FIELD WITH DEVELOPER'S AUTHORIZED
NEPRESENTATIVE PRIOR TO COMMENCING WORK.
AF—
TITLE:
IRR16ATION
PLAN
REVISIONS DATE
O WID
%NG
—4
Opp
pi 8
P
Vi
JOB NO.: 290-70.2
DRAWN BY: -
CHECKED BY:
DATE- -07
SHEET: )LA)b ;)-I
0 5 10 20'
D.2/290-70.2-Cd/29070.2-2ND SUBMITTAL gi;rr
-swoop
Z:
�
U
PROPOSED IRRIGATION NOTES
No
NOTE J:
off
MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO
BE
A MINIMUM OF 18" OFF, ADJACENT HARDSCAPE AND OTHER OBSTACLES NP.
lb
NOTE K:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY
VERTICAL
Qu
OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT
POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD
Z
LAYOUT WITH DEVELOPERS
AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
-do
NOTE L:
z
ob
LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION
OP
-iFLANTLWNFIRM ALL LAYOUT IN FIELD WITH DEVELOPER'S AUTHORIZED
NEPRESENTATIVE PRIOR TO COMMENCING WORK.
AF—
TITLE:
IRR16ATION
PLAN
REVISIONS DATE
O WID
%NG
—4
Opp
pi 8
P
Vi
JOB NO.: 290-70.2
DRAWN BY: -
CHECKED BY:
DATE- -07
SHEET: )LA)b ;)-I
0 5 10 20'
D.2/290-70.2-Cd/29070.2-2ND SUBMITTAL gi;rr
-swoop
Z:
�
U
PROPOSED IRRIGATION NOTES
NOTE J:
u
MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO
BE
A MINIMUM OF 18" OFF, ADJACENT HARDSCAPE AND OTHER OBSTACLES NP.
NOTE K:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY
VERTICAL
Qu
OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT
POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD
Z
LAYOUT WITH DEVELOPERS
AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.
-do
NOTE L:
z
LL.
LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION
-iFLANTLWNFIRM ALL LAYOUT IN FIELD WITH DEVELOPER'S AUTHORIZED
NEPRESENTATIVE PRIOR TO COMMENCING WORK.
AF—
TITLE:
IRR16ATION
PLAN
REVISIONS DATE
O WID
%NG
—4
Opp
pi 8
P
Vi
JOB NO.: 290-70.2
DRAWN BY: -
CHECKED BY:
DATE- -07
SHEET: )LA)b ;)-I
0 5 10 20'
D.2/290-70.2-Cd/29070.2-2ND SUBMITTAL gi;rr