HomeMy WebLinkAbout3036-6HOOVER LANE
MATCH LINE ti 16+11.24
SEE SHT 4
=16+87.21.40 HOOVER LANE
Uw11w wnU M- ivnM�
CATCH BASIN
R/W
RIGHT OF WAY
CENTERLINE
STA
STATION
END CURVE
TC
TOP OF CURB
END CURB RETURN
W
WIDTH
EASTERLY
W'LY
WESTERLY
EDGE OF PAVEMENT
V
VERTICAL DEPTH
END VERTICAL CURVE
(450.00)
INDICATES EXISTING ELEVATION
FLOW LINE
450.00
INDICATES PROPOSED ELEVATION
FINISHED SURFACE
W
WATER LINE
GRADE BREAK
S
SEWER UNE
HIGH POINT
SD
STORM DRAIN LINE
INTERSECTION
OC
ON CURB
LOW POINT
H
HEIGHT
LOT LINE
G
48'23'28'
! rAXTCT1?TTPrPTl1XT ATl1rPVQ
1a- CONST 4' MIN AC OVER 12' OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32).
2� CONST 6' CURB AND GUTTER PER CITY STD PLAN No 1003.
3f� CONST 4.5' MIN AC OVER 12' OF 95% COMPACTED NATIVE REV
(SEE GENERAL NOTES 31 do 32)
4a- CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102. 1
CONST 4' THICK PCC SIDEWALK PER CITY STD PLAN No 1015.
60-- CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006.
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7).
a- CONST 8' WIDE CROSS GUTTER PER CITY STD No 104
CL INT
12 . I2 C-7 ...111.-/1.1 1 ..Ir
CURVE
TABLE
i LN�
O
3
3
r`
1
RC:j
70.49'
Ca
25
o,
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t0
Cq
W
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14016'51'
� 5' PUE C�
C
� '-
a
4
4 Q1 07
4
4 Q-4
! rAXTCT1?TTPrPTl1XT ATl1rPVQ
1a- CONST 4' MIN AC OVER 12' OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32).
2� CONST 6' CURB AND GUTTER PER CITY STD PLAN No 1003.
3f� CONST 4.5' MIN AC OVER 12' OF 95% COMPACTED NATIVE REV
(SEE GENERAL NOTES 31 do 32)
4a- CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102. 1
CONST 4' THICK PCC SIDEWALK PER CITY STD PLAN No 1015.
60-- CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN No 1006.
INSTALL STREET LIGHT 5800 LUMEN PER CITY STD No 1016 (SCE#7).
a- CONST 8' WIDE CROSS GUTTER PER CITY STD No 104
CL INT
12 . I2 C-7 ...111.-/1.1 1 ..Ir
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9
4 20
K 121
120
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-cc RomaM tis " R
5 + W •a•= j
CD r-
55.11 TC
`r 54.61 FL
N 4. TC J 7
54 83TC N1415'28 W 55.53TC
54.33 FLW 5.03
_ N
55.11 TC
- 54.61 FL 2
,.-
C 5 rLi
o� , - :• /
r v v C10►I o � R 5 r
116 4 +
CL INT
10+00.00 JEFFERSON CT.1 17 118
=11+86.24 HOOVER LANE 4
JEFFERSON COURT
N I A U N WAY AtItMVIA I LU. WHLKL AN AbtJKLV1A 1 LU
ELEVATO THE
SEE SHT 5MADISON LANE VALUE�TO OB AON IIN THE AC RS. ADD SAL ELEVATION. 40 0 40 80
1 "= 40'
scale feet
REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑❑ a�
R�P� PR�w, �1-3jijoq 4G IR ESS, Han In .
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o THURi
�``� c�,F? ❑❑A Civil Engineering • Planning • Surveying - Public Works AWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, =' � z MSM
= No. 31681 z m 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
*
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.12/31/04 PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: *
MPK
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sj9CMV �xx ��/ j� (0
a03 47- MECKED BY:
STANDARDS IN EFFECT. OF CA6��HAROLD A. GARCELON R.C.E. 31681 DATE: RLB
11+46.00 JEFFERSON CT.
ice
S�\ Z18
119
CITY OF FONTANA, CALFORNIA
SUMMIT HEIGHTS II
STREET L ROVIBAD T PLANS SCALE -
1" = 40'
CALE:1"=40'
MADOM LAPS APD JUTMSON COLT ATE
TRACT, NO. 15841-1 11-16-01
APPRBVED BY:
3
Q
00
N
O
0
WG NO.: 8 i00 N
N
ATE: 9
CURVE
TABLE
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
A
89'45'07"
70.49'
45.00'
44.81'
B
89'45'07"
39.16'
25.00'
24.89'
C
14016'51'
142.00'
58.00'
160.58'
D
2515'52'
25.13'
57.00'
12.77'
E
90'00'00'
47.12'
30.00'
30.00'
F
4823'28"
211.15'
250.00'
112.33'
G
48'23'28'
228.04'
270.00'
121.32'
H
4823'28'
194.25'
230.00'
103.34'
I
255'43'38'
169.60'
38.00'
48.88'
37'51'49' 1
37.67'
57.00'
19.55'
..n�rzo .� ������ ►,
9
4 20
K 121
120
�� U 5
-cc RomaM tis " R
5 + W •a•= j
CD r-
55.11 TC
`r 54.61 FL
N 4. TC J 7
54 83TC N1415'28 W 55.53TC
54.33 FLW 5.03
_ N
55.11 TC
- 54.61 FL 2
,.-
C 5 rLi
o� , - :• /
r v v C10►I o � R 5 r
116 4 +
CL INT
10+00.00 JEFFERSON CT.1 17 118
=11+86.24 HOOVER LANE 4
JEFFERSON COURT
N I A U N WAY AtItMVIA I LU. WHLKL AN AbtJKLV1A 1 LU
ELEVATO THE
SEE SHT 5MADISON LANE VALUE�TO OB AON IIN THE AC RS. ADD SAL ELEVATION. 40 0 40 80
1 "= 40'
scale feet
REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ❑❑ a�
R�P� PR�w, �1-3jijoq 4G IR ESS, Han In .
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o THURi
�``� c�,F? ❑❑A Civil Engineering • Planning • Surveying - Public Works AWN BY:
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, =' � z MSM
= No. 31681 z m 1152 N. Mountain Ave. Ste. 100 • Upland, CA 91786-3669.909-982-7777
*
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.12/31/04 PREPARED UNDER THE SUPERVISION OF: DESIGNED BY: *
MPK
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sj9CMV �xx ��/ j� (0
a03 47- MECKED BY:
STANDARDS IN EFFECT. OF CA6��HAROLD A. GARCELON R.C.E. 31681 DATE: RLB
11+46.00 JEFFERSON CT.
ice
S�\ Z18
119
CITY OF FONTANA, CALFORNIA
SUMMIT HEIGHTS II
STREET L ROVIBAD T PLANS SCALE -
1" = 40'
CALE:1"=40'
MADOM LAPS APD JUTMSON COLT ATE
TRACT, NO. 15841-1 11-16-01
APPRBVED BY:
3
Q
00
N
O
0
WG NO.: 8 i00 N
N
ATE: 9