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CONSTRUCTION NOTES
t:xlsT. F/w
HIGHLAND AVE,(Nt5-W) 23 CONST. 5WAC OVER 5" A•h(5Ee W--TE SHT 17)
5s9.23'38" to tc MWANR AVE. 20: CON5T. GRADED EARTH DITCH
CONC. 5/OLI�/�1L. OETAOL CUL-OE-S.9C" w599° 5'�a'� t�99.f4 DoI��MOV� EX15T. A.G. f'AVN1T.
SCALE' /°= /f' NI� 569°53'20°W as
mlm H16HLANt AVE.. (OU;i
gI f Most N.E•LY cop,- n gKtSL "w
.nlp•_TM1.*12o46
989°53'20"W 250:02.a N00°36'22°E
500 36' 22 W
.... 509°23'3B E. 250.00'
w
s
m
aO 0 AO 80
scale feet
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l�d��iA/G Ed9,T OF 57A. /Z3 tBB, el LJ/4' 5,e
A-'ZO55 THE ADJdCe_AJT f'QOP02TS!
4.
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
14/ONLANO AVEGIVUE
STA. 125 f 88 z J19 To rA. iz7f Xv. 7
TRACT NO. 17,046
APPROVED BY ✓I DATE
CITY ENGINEER;: R.C.E. NO, S TY8
DESIGN BY: HAIL AND FOREMAN , INC. RECOMMENDED:
K4&.A. 3186- 1° AIRWAY AVE, cc7En�tn fna "1
DRAWN BY:N6K COSTA MrSA, CA. 52521E SHEET
12M A.E.B. (714) 641-8777' 21 OF -
CHECKED BY O AWING NO.
M.A.P, DATE R.C.E. N0. 750-
J.H. 3136- 4
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AC714/4NDA AVE. 70 1/.4VOYAKE.
APPROVED BY DATE 9-19-93
CITY ENGINEER LLLilLmLR.C.E. NO, 23825
9Z rAi
'C
O.CrA1z. ;0_
DESIGN BY:
911
HA1_L AND FOREMAN, INC.
3186-L AIRWAY AVE.
RECOMMENDED
AW,
Hers
`
N. r. s.
DRAWN BY:
COSTA MESA, CA. 92626
(714) 641-87,77
SHEET /'
.:RW -
_ 1 OF/
CHECKED BY;
:�
DRAWING NO.
_-
'l5 2-
t
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4
J7
.1-00
THE WILL AML'YON COMPANY INC.
8540 ARCHIBALD SUITE B RANCHO IXKAMO(VGA . CALIFORNIA 91730
`TACT 12046
P.LAfiMG PRO A -nftOI
A. WORSE CONSULTING GROUP
T PLC VNING 0 ENGINEERING 0 LANDSCAPE ARCHITECTURE
4860 WINE BOULEVARD, SUITE #201
IRVINE, CALIFORNIA 92714-1299
IRVINE (714) 730-711.7 PALM DESERT
ABBREVIAT11ON
AT
DS.
DOWNSPOUT
A.B. ANCHOR BOLT :
E.
EAST
A.B.S. ACRYLONITE'LE:.BUTADIENE. STYRENE . PIPE
EA.
EACH
A.C. ASPHALTIC CONCRETE
E.C.
END OF CURVE
A.C.P. ASBESTOS CEMENT
E.C.R.
END OF CURB RETURN
ALT. ALTERNATE
E.J.
EXPANSION JOINT
ALUM. ALUMINUM
ELEV.
ELEVATIONS
APPROX. APPROXIMATE
E.W.
EACH. WAY
B.C. BEGINNING OF CURVE
EX, EXIST.
EXISTING
B.C, BOTTOM OF CURB
F.F,E.
F'.NISF FLOOR ELEVATION
B.C.R. BEGINNING OF CURB RETURN
F.O.
FINISH GRADE
•
BLDG. BUILDING
F.L.
FLOW LINE
B;S.. BOTTOM OF STEP
F.S.
FINISH SURFACE
C.., COND. CONDUIT
FT;
FEET, FOOT
C.S. CATCH BASIN
FTC.
FOOTING
C.F. CURB PP. fi
GA_
GAUGE
_
C.J.. CONTROL DINT
GALV.
GALVANIZED
-
C.L. C CENTER LINE
GC.
GROUNDCOVER
C.M.U. CONCRETE MASONRY UNIT
G.L.B.
GLUE. LAMINATED ]EAM.
C.U. CLEAN OUT
G.P.M.
GALLONS PER MlNt TE -
CONC. CONCRETE
GR,
GRADING
CONT. CONTINUOUS
GRND.
CIIOUND
CSK. COUNTERSINK
11.,HT.
HEIGHT
CV. 'CUBIC
HDR,
READER
.BET. DETAIL
'RnRIZ.
HORIZONTAL
D.P. DRINKING FOUNTAIN
H.P.
HIGHPOINT
DIA. 0 DIAMETER
I,D.
INSIDE DIAMETER
3o X
REDUCED PLANS.
A
3 INCH `'i *4 Oj01NAL PLAN
v,
t
INV._
INVERT ELEVATION
J.B.
JUNCTION BOX
L,
LENGTH OF ARC
L;A.
LANDSCAPE ARCHITECT
L,F.
LINEAR FEET
IT,
.LIFT
MAX.
MA;'IMUM
IIFG.
MANIIFACTUR,^;.R
k II..
MANHOLE
Mill.
MINIMUM
N.
NORTH
N.I.C.
NOT IN CONTRACT
NO., k
NUMBER
O.C.
ON CENTER
O,D,
OUTSIDE DIAMETER
P.A.
PLANTING. AREA
P.C.C.
PORTLAND CEMENT CONCRETE.
P.C.C.
POINT OF COMPOUND CURVE.
P.R.C.
POINT OF REVERSE CURVE
PL. L
PROPERTY '.LINE -
P.S.I.
POUNDS PER SQUARE INCH.
P.V.C.
POLYVINYL CHLORIDE
R., .HAD.
RADIUS
R.C.V..
REMOTE CONTROL VALVE
REF.
REFERENCE
REQ.,
REQUIRED
RWD.
REDWOOD
0
Ili
S.
SEWER
S.
SOUTH
SCH.,
SCHEDULE.
S.G.
SUB -GRADE
SIIT.
SHEET
S.F.
SQUARE FOOT, FEET
SPECS.
'SPECIFICATIONS
SQ.
SQUARE..
ST.
STREET
!3ir5.
SURFACE .FOUR SIDES.
T.
TANGENT
T.Z.
TOP OF CD^.3
T.C.D.
TOP OF CATCiI. BASiR
'C.P.
TOP OF FOOTING
T.G.TOP
OF GRATE
T&G
TONGUE AND GROOVE
T.P.
TOP OF PAVING
T.S.
TOP OF STEP
T.W.
TOP OF WALL
TYP.
TYPICAL
V.
VOLTAGE
VERT,
VERTICAL
W.
WITH
W.
WEST
W.P.
WATER PROOFING
SHEET INDEX
VICINITY MAP
HIGHLAND AVENUE
COVER SHEET
2 IRRIGATION PLAN
3 IRRIGATION DETAIL & LEGEND
4 PLANTING PLAN
5 PLANTING DETAILS & NOTES
CITY OF RANCHO CUCAMONGA
HIGHLAND AVENUE
F STREETSCAPE
TRACT 12046'
COVER SHEET
wvvwovt0 � 2�7 �8q
CfTI' ENOIPC�/� A.Ca.:7V0.
E O[ISION litCOMMEPlDtO '
MORSE CONSULTING GROUP L
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14
os
Nb.SCALE. - - O/�LW,IA NO•
I ow -75�2-
144-1,
METER SIZE': 1-1/2" SERVICE SIZE:: 1-1/2"
CONTRACTOR IS TO VERIFY CITY STATIC WATER PRESSURE WITH WATER SUPPLIER BEFORE
INSTALLATION. IF DIFFERENT FROM NOTED ABOVE, CONTRACTOR IS TO NOTIFY OWNER FOR
INS"CRI'•CTIONS. FAILURE TO DO SO COULD RESULT IN CONTRACTOR BEING RESPONSIBLE FOR
Ch AN',ES THAT MIGHT OCCUR.
r
IRRIGATION SYSTEM'HAS BEEN DESIGNED FOR A 11INIIIUM OF 100 P.S.I. PRESSURE AT
0AXIMU11 65 G.P,14.
■
■
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AI A 7 A1814e A19 i
HIGHLAND AVENUE
Y
eh / NJ 111 !/L 12' x lyl /A7 !/ilt
t2 59 et �2i i ,�! +J. 4 -I■.m
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/ LIMIT OF WORK 'Y i' I , i ■
N.A.P. 1 ,___ ■ U
■
j POLKA PALACE
L
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AUTOMATIC CiONTROI_LER "13
QL°coTt°N '' 8, STAVONS
/.. + L
DEPEIIDENT I IftV SOCYC 2 AMP' ELECTRIC ■ _
RCUITTO BE PgOVIDED BY IRRIGATION CONTRACTOR ■ SCALE* 1 J01
ACT LOCATION TO BE DETERMINED IN THE FIELD
C �t r Q P.O.C.TO 1"WljTEFL METER
�7 3 3 B6 �4 g3 Ye B 1 PROVIDED BY DEVELOPER
/ q 1/ 1 II I t c-, --1 d
12 //2 HIGHLAND AVENUE lid lip � 2
h i / y �i;t I l2 t< 2 +3i / Z ELECT. SOURCE B METER
i 7U BE PROVIDED BY
2- +t .... 21 *{2 * l+Z _ 4 1� M _ _ 2 . T� _ 4 _ r i >� Z+/ iq3( DEVELOPER
Q VW4!' I/ 2 , , •i[.ly' * Q + 3' _ /ll /L� l �� L++ / L/I / i / /� .7. 1 p
l r...rn . ... ............e .errs-
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LIMIT OF ORK 122 2 W
r i 1■BACNFLOW d
1 I ELECT. SOURCE TO METE PREVENTION
!!! TO BE PROVIDED BY ASSEMBLY
I" PRESSURE 8
SEf AiA PSI ( q:
SEE A I j�
3
AR
ASSOCIAT'E;D IRRIGATIOAT CON' JIXANr;
2014-LEPULVEVA BLVD, LOB AI:gtLE14 CALIFORNI;<
00025 (213)477-6625
FL.ocAT,oNY
OF RANCHO CUC �:MONGA
HIGHLAND AVENUE
�I GH A A � U
STREETSCAPE
TRACT 12046
IRR�CATION PLAN
I.
OWLTS
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