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VERT. 1
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10 11 12 13 14 15 10 11 12 13 14
CURVE TABLE CURVE TABLE
Number Delta Radius Length
Number Delta Radius Length Tangent 0 255043'35" 38.00' 169.60' - - -
/A-\ 234*37'24" 38.00' 155.61' - - -
\12/ 0 38*06'26" 57.00' 37.91' 19.69'
/0-\ 27018'42" 100.00' 47.67' 24.30'
\2/ 0 37'40'58" 57.00' 37.49' 19.45'
54*37'24" 57.00' 54.34' 29.43' McCLELLAN CT. 05012'41" 482.00' 43.84' 21.94'
36-55'60" 282.00' 181.78' 94.17'
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12*02'45" 300.00' 63.07' 31.65' SEE SHEET NO. 2 0501631" 518.00' 47.69' 23.86'
04*48'19" 318.00' 26.67' 13.34' ACA
\R/ 07057'11 " 1028.00' 142.69' 71.46'
W 83005"13" 25.00' 36.25' 22.15' <
29*50'04" 300.00' 156.21' 79.92' q INT. 0 07057'11 " 1046.009 145.19' 72.71'
STA. 15+00.00 SLOCUM PL. 0) 07057"11 " 1064.00' 147.69' 73.96'
82*30'33" 25.00' 36.00' 21.93'
=STA. 13+20.69 McCLELLAN CT.
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Nat STA. 13+20.43 SLOCUM PL. @ 2
83026',34" 25.00' 36.41' 22.29' =STA. 17+58.2' LONGSTREET LN. sp
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RADIUS POINT
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om H.P. HIGH POINT
-71
-71
20 7"' T. C. TOP OF CURB ELEVATION
STA. 10+69.0 F.S. FINISHED SURFACE ELEVATION
RAOWS POINT 12 F.L. FLOW LINE ELEVATION
LONGSTREET LN. SHEET MATCH LINE
SEE SHEET NO. 4 TRACT BOUNDARY / PROPERTY LINE
CONSTRUCTION NOTES.
2 &1 CONST. 4" MIN. A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING
CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101.
3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5')
rA CONST. 6 it CURB ONLY PER CITY OF FONTANA STD. DETAIL 101.
CONST. CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS
IN GUTTER PORTION. (SIZE PER PLAN)
6 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A.
1,'_?�-CONST. DRIVEWAY APPROACH (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102.
13 INSTALL 5800 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT"
STANDARD. MOUNTING HEIGHT SHALL BE 25'
CON ST. CURB.'' DRAIN (' SINGLE- PIPE ) PER APWA STD. PLAN 150-2 (SEE- DETAIL ON SHEET 1)
,NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
GRADE OCCURS, ADD 1200 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
,00w
,V� 9�i3FESS/61
L
NO. rn
G02M
EXP. 12-31 - 0
OF Mk�'�\
REVISE NOTE 17 AND LOCATION AT END OF MEADE
CouRT.
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REVISIONS
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04 41./4 42.33'
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- DIRECTION OF FLOW
EXISTING SPOT ELEVATION
G.B. GRADE BREAK
O.C. ONCURB
B. C. BEGIN CURVE
E.C. END OF CURVE �&RECORD DRAWING
P.R.C. POINT OF REVERSE CURVE
P.C.C. POINT OF COMPOUND CURVE Tpe informaVon on this drawingisabhkiedft-1 others and
B.V.C. BEGIN VERTICAL CURVE Most be verified in the field. by anyone, prior to use u
E.V.C. END OF VERTICAL CURVE q U" 40' 09 40' 80' 120'
, pnstruction. HALL & RIOEMAN, INC. is not responsihie for
M.V.C. MIDDLE OF VERTICAL CURVE und . ns. All above ground
.. erground facifity locations or depictio GRAPHIC SCALE: 1"=40-
W WATER LINE facilitiescan be readily seen and verdied by the parties that
S SEWER LINE ;ntmH in Ilse Sam.
W 1-7-A-061 25 CITY OF FONTANA, CALIFORNIA
fig 1 #/-0 a I �Fw
r-114ur% a.
APPROVAL I DATE I AP P%.--R1101VAL I DATE
qj?Q. _Ssp,
D L
1 nc.
DRAWN BY
RLM
STFR E- 'ET IMPROVEMENT PLANS
SCALE:
0
lQj
mor..
Public Works
FOR
HORIZ: 1" 40'
to 9
VERT: 1 4
DESIGNED BY
Civil Engineering -
Planning - Surveying -
rn
LU No. 24573 M
:_0
545 N. Mountain Ave.
Ste. 106 Upland,
CA 91786-9997 - (909) 982-7777
DLB & RLM
TRACT NO. 15959 & -1
CHECKED 13Y
DATE:
Exp. 12/31 /01
PREPARED UNDER THE SUPERVISION OF:
DLB
SLOCUM PLACE & MEADE COURT
11/21/98
C10,
eof-
Ala
14 - 7j
JOB NO.
APPROVED
DR. NO.
SHT. NO.
C
RICHAR'D--'L. BOWMAN R.C.E. 24573 DATE:
5195
CITY ENGINEER R.C.E. No. 25126
2689
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