HomeMy WebLinkAbout3036-3BEECH AVENUE
SEE PUN j#3033
4 '---_�4
------9 50 . .00 T 33 FL-
�\
I
I
II (49.11
1 11FL I I 9.•.
10 00 '33
CL INT
48.97
10+00.00 REAGAN DRIVE FL I
=200+48 3 ECH AVENUE
48.75
ii FL .
II I 48.11 T��
40'
52'
f I h
f ,
BEECH VENUEI�
SEE PLAN #3033
CL INTI 40 '0 40 80
11+89.99 REAGAN DRIVE 1 1 "= 40'
1 scale feet
z /=-24+72.23 ROOSEVELT DRIVE
M U z SEE SEPARATE LANDSCAPE PLANS I O
0
FOR GRADING IN THIS AREA 1 •
O ~ -------------------------------------------------------------------- ------------------------------------------�a O ^�Cq z < 30 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT EASEMENT �
+ _ _ . -,
. Cq -
LO -_ _ __
S
T _ _ 76.76 N
" N 2 " 12+00 al Co
N 13+00 N41'33'41"E 14+00 2 15+00 N �' 6+0o N41'33'41"E 17+00 1s+00 19+00 2 20+00 76.26 FL21 �
I E 1 +00 N40'21 41 E 7 - - - - --i + ' . i- - t -+- - - 1 - - t - —1
^ _ _
00 - 9 h� 1 "� T 55.46 0 2 � _ 0 2 7 .76
5. TC 6 h� �' . `'� �' FL 54.96 `�' N `1' 76.26 W W
52.36 FL k _ N
Z
6 0o ao ao Go co coao oo h01 00 00
'no 5 00 ^o No �o R/W oo ono 00 Lno 00 ^o No ^o Oo 5 cno IU
^ r� r� r� 5' PUE �' r� ao r ao
co co co cc co io cn in co cc co cc ca co in co
�l� ro +r- °+°� +� +� +.- +� +a-- +� +r- +� +- +- +-- +� +� co-'o
F— I ♦ N N M M �t t0 cD 1� 1� OD Of 01 O O 1 Q
W- ♦m J I - „� `VW �U �U �U �U �U �U �U �U �U �U �U �U �U �U `VU `V IC) 1:m
CONSTRUCTION NOTES
� .5. n � U U U U U U U U
23 oz ! �z 22 21 20 19 18 17 16 15 14
+� ROOSEVELT +_
N � DRIVE N J r�r\ -5-
J Z2
SEE SHEET 2 u
11 - CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32).
2 CONST 6" CURB AND GUTTER PER CITY STD PLAN No 1003.
33 CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32).
4& CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102.
55 CONST 4" PCC SIDEWALK PER CITY STD PLAN NO 1015. REV.
aCONST CURB RETURN ACCESS RAMP PER CITY STD No 1006 L
—
77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7).
99 CONST 8' WIDE CROSS GUTTER PER CITY STD PLAN No 104
11 REMOVE EXISTING BARRICADE
CURVE TABLE
CURVE ANGLE LENGTH I RADIUS TANGENT
A 92'52'41" 48.63' 30.00' 31.55'
B 87'51'01" 38.33' 25.00' 24.08'
REAGAN DRIVE
REviSION DESCRIPTION DATE ENGR. CITY DA1E SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
.DR'RWI NG 3J/j�G COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
12
0 t . .DRAWI MCS /►
Q�pf tss/0
tgTHURery6�
0
U No. 31681
Exp. l Z ( Y
4P 0/v \1
oo, 1 F CAI %!
10
0
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVATION OCCURS. ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
QROFEss,TJAlh 1 &
01reman Inc.
'� N PgSHUR 0`ylF l
o ? ❑�A Civil Engineering " Planning • Surveying - Public Works
No. 31681 z 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
* Exp. 12/31/04 * PREPARED UNDER THE SUPERVISION OF:
\`�'qlF Clvi\- ���`P �� a �O / 1310 2
OF CAI\ HAROLD A. GARCELON R.C.E. 31681 DATE:
MN BY -
MSM & MFP
XNED BY:
RNM
r it �
LEGEND:
BC
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
BCR
BEGIN CURB RETURN
CB
CATCH BASIN
CL
CENTERLINE
EC
END CURVE
ECR
END CURB RETURN
ELY
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
HP
HIGH POINT
INT
INTERSECTION
LP
LOW POINT
MVC
MIDDLE OF VERTICAL CURVE
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
STA
STATION
TC
TOP OF CURB
W
WIDTH
VItLY
WESTERLY
V
VERTICAL DEPTH
(450.00i
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER LINE
S
SEWER UNE
SD
STORM DRAIN LINE
OC
ON CURB
H
HEIGHT
CITY OF FONTANA, CALIFORNIA
SUMMIT HEIGHTS A
sir WnovoABrr PLAW
PE►"w owvE
>1Rncr NO. 1W1-1
�/Z O
9ze) nwTV.
1 "=40'
o�
U
�Of
o�
011
d
aT
of
a
' N
11-16-01 rnN
Co
G NO.: 3
/� - N
N
36
0