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CURTIS
AVENUE
CURTIS
AVENUE
SEE SHEET 11
LEGEND
42.60'
810.00'
1 21.31'
BC
BEGIN CURVE
LP
LOW POINT 0
- NEW PAVEMENT
BVC
BEGIN VERTICAL CURVE
MVC
MIDDLE OF VERTICAL CURVE 0
- SAWCUT & REMOVE
BCR
BEGIN CURVE RADIUS
PCC
POINT OF COMPOUND CURVE
EXISTING PAVEMENT
CB
CATCH BASIN
PRC
POINT OF REVERSE CURVE
38'58'06" 550.90' 810.00' 286.58'
CL
CENTERLINE
R/W
RIGHT OF WAY
Y 2416'41" 27.54' 65.00' 13.98'
EC
END CURVE
SL
STREET LIGHT
REV
ECR
END CURVE RADIUS
TC
TOP OF CURB
ELY
EASTERLY
W'LY
WESTERLY
Q I
EP
EDGE OF PAVEMENT
V
VERTICAL DEPTH
EVC
END VERTICAL CURVE
(450,00)
INDICATES EXISTING ELEVATION
FL
FLOW LINE
450.00
INDICATES PROPOSED ELEVATION
FS
FINISHED SURFACE
W
WATER LINE
GB
GRADE BREAK
S
SEWER UNE
HP
HIGH POINT
SD
STORM DRAIN UNE
INT
INTERSECTION
TS
TIZAFfIC SIGNAL CANWJM
-r-rP
r> rT * m 5!21 mm !C! I -a_ !C-! 1 Z5
CONSTRUCTION NOTES
1 CONST 6 1/2" AC PAVEMENT (MIN) OVER 12" COMPACTED NATIVE MATERIAL
(SEE GENERAL NOTES 31 & 32) - 0
a- CONST 8" CURB & GUTTER PER CITY STD PLAN NO. 1003
3O- CONST 8" CURB PER CITY STD PLAN NO. 1003
5� CONST 4" PCC SIDEWALK PER CITY STD PLAN NO. 1015
CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006
7� INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD PLAN NO. 1016 (SCE #20)
O8 -- CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 (W=PER PLAN)
a- CONST LOCAL DEPRESSION PER CITY STD PLAN NO. 121 (W=PER PLAN)
13 CONST 8" AC BERM PER CITY STD PLAN NO. 136
23 INSTALL 4" AND 6" IRRIGATION SLEEVE.
LO
k
O
O
BEECH'AVENUE
25 CONST BUS BAY PER CITY STD PLAN NO. 1014. 26 CONST BARRICADE PER CITY STD 118
REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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.
10
CURVE TABLE CURVE TABLE- F_
CURVE ANGLE LENGTH RADIUS TANGENT CURVE ANGLE LENGTH RADIUS TANGENT J`'
TAA 1w....�., - w_1 www ww. w. r.. n ...n..�., ww•. r.. •..n wn. �..n nn. V
3'00'49"
42.60'
810.00'
1 21.31'
P
1 6'52'36"
97.22' 1
810.00'
48.67'
N" RMAo 0 Q `A W I IU & ii
Q ROFC:SSI
I �`Q�d9tR
Na 911
w Exp.
`rlq I V
CAI
/ 40
y = 40'
3/6 ?K% cale
3'00'49" 45.08' 857.00' 22.54'
Q 2'58'55" 44.71' 859.06' 22.36'
3'00'49" 44.87' 853.00' 22.44'
R 54'16'51" 805.27' 850.00' 435.72'
180 00'00" 6.28' 2.00' INFINITE'
S 826'08" 119.26' 810.00' 59.74'
90100,00" 54.98 35.00 35.00
T 2252'51 0 25.96 65.00 13.15
9000'00" 54.98' 35.00' 35.00'
U 22'36'33" 25.65' 65.00' 12.99'
18000'00" 6.28' 2.00' INFINITE'
V 2236'22" 25.65' 65.00' 12.99'
38'58'06" 550.90' 810.00' 286.58'
W 22'5445" 25.99' 65.00' 13.17'
46'56'46' 729.23' 890.00' 386.48'
X 3 49'11" 60.00' 900.00' 30.01'
500'18" 74.51' 853.00' 37.28'
Y 2416'41" 27.54' 65.00' 13.98'
54'16'51" 811.90' 857.00' 439.31'
Z 2104'10" 23.90' 65.00' 12.09'
1110'28" 37.06' 190.00' 18.59'
8959'58" 54.98' 35.00' 1 35.00'
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�= No. 31681 zm
* Exp. 12/31/04
\S� CIVIC �Q
lF OF CA��F/
00017
Hall & Fb Inc.
Ell 17
j Civil Engineering •Planning •Surveying •Public Works AWN BY:
1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669.909-982-7777 REF
PREPARED UNDER THE UPERVISION OF: GNED BY:
r� /
J 61 O -7 0 -2REF
r7ECKED B
HAROLD A. GARCELON R.C.E. 31681 DATE: RDC
Z
0 40 80
feet
CITY OF FONTANA, CALFORMA
SUMMIT HEIGHTS N
STREET L§TlI0VE 4EW PLANS AIF
BEECH AVENE 1 40'
ATE:
FROM WIT SLY TO *9W IDLY 10-26-01
!fP?ROVED WG NO.: 5
CITY ' ENGINEER R.C.E.541S2 DATE:
14
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