HomeMy WebLinkAbout3933-9!�!�!�l�.!!�!®!�!�®!�!®®l���l�L�ill�l�E!l�l�iLil�l�l�®!�■ �l��l�!!!!!!1.l��l�lyi����41�l1��i�!l�1���1�lll���®i�i����®�iii�i�®i��lii�E�Ai��i��i�i'�fi�TiidFi�i `illi'�Zi��ti��'J��f�i�iil���IRi�ii G����®�ii��®�®i�®®�®�li�®l���lil���ll�I��!®�!!!�®!■�!�®®!®!!�!�®®®!�®�!�®®®!'�".�'!a"'�' ��
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CURVE
TABLE
LINE
BEARING
CURVE
DELTA
RADIUS
LENGTH
TANGENT
N17'08'58"E
50.00
LJ
N 17'52'41 "w
50.00
C1
90000'00"
25.00
39.27
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C2
90000'00"
25.00
39.27
25.00
C3
101,00'00 "
110.00
19.20
9.62
C4
110000'00"
60.00
115.19
85.69
C5
90000'00"
25.00
39.27
25.00
C6
17'30'49 "
110.00
33.62
16.94
C7
215'01 '39"
40.00
150.12
126.76
C8
17030'49 "
110.00
33.62
16.94
C9
8'05'21 "
320.00
45.18
22.63
H-11111[liammmi
8005'21 "
NONE
42.36
21.21
J1101111111111041
8'05'21 "
280.00
39.53
19.80
C12
075625"
320.00
44.35
22.21
C 13
1 '3254 "
300.00
8.11
M
C 14
"
280.00
7.57
3.78
C16
-1'J254
10000,00",
110.00
19.20
9.62
C17
110'08'56"
60.00
115.35
85.93
C18
90'08'56"
25.00
39.33
25.07
C 19
6'2331 "
280.00
31.24
15.64
m
Mim-m WON.
45.00
70.69
45.00
C21
90008'56"
45.00
70.80
45.12
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CURVE
TABLE
LINE
BEARING
CURVE
DELTA
RADIUS
LENGTH
TANGENT
N17'08'58"E
50.00
LJ
N 17'52'41 "w
50.00
C1
90000'00"
25.00
39.27
25.00
C2
90000'00"
25.00
39.27
25.00
C3
101,00'00 "
110.00
19.20
9.62
C4
110000'00"
60.00
115.19
85.69
C5
90000'00"
25.00
39.27
25.00
C6
17'30'49 "
110.00
33.62
16.94
C7
215'01 '39"
40.00
150.12
126.76
C8
17030'49 "
110.00
33.62
16.94
C9
8'05'21 "
320.00
45.18
22.63
C 10
8005'21 "
300.00
42.36
21.21
C11
8'05'21 "
280.00
39.53
19.80
C12
075625"
320.00
44.35
22.21
C 13
1 '3254 "
300.00
8.11
4.05
C 14
"
280.00
7.57
3.78
C16
-1'J254
10000,00",
110.00
19.20
9.62
C17
110'08'56"
60.00
115.35
85.93
C18
90'08'56"
25.00
39.33
25.07
C 19
6'2331 "
280.00
31.24
15.64
C20
90'00'00
45.00
70.69
45.00
C21
90008'56"
45.00
70.80
45.12
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DIG�LE�T
TOLL FREE -qqmmmw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
WkETOTOM
14+001 PLAN ,"= ao 115+00
SCALE IN FEET
40 80 1
wi--wv ■ v vvvs■ ff
SEE SHEET 10
RIMINI LANE
160
i :.
LOT "D"
cn
16+00
PADUA WA Y
SEE SHEET 11
CL INT.
.I f . A/1 /l!1 P1„ //► It I 1 I
17+00
AP_coNSTRUCTim NOTES
Ol - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
a2 - CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.,
O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
a- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO 100t .
O7 - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 10-02
"W" PER PLAN.
C9-)- - ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 21W & GPOW -
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E-EAR-11-150-hPS-KI6-HSS-T5-PR
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 3001, (SIZE 3).
*qm
NOTE:
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON
THE APPROVED PRECISE GRADING PLANS.
3" P.C.C.
CURB
W=PER PLAN SEE NOTE 3
8.337
MAN SIDEWALK -
SEE NOTE 3 8.337
MAX.
RETAINING CURB
AT EDGE OF SIDEWALK RETAINING CURB
AT EDGE OF SIDEWALK
06 i5
CURB FACE- \--SEE NOTE 4 IF LOCATED
A T CENTER OF CURB RETURN
�$ HANDICAP RAMP DETAIL
N. T S.
BENCH MARK. • j 8-17
LINE TABLE
BRASS CAP IN THE CONCRETE BASE OF
LINE
BEARING
LENGTH
L 1
N79'38'08 "E
42.71
L2
N17'08'58"E
50.00
LJ
N 17'52'41 "w
50.00
L4
N89 38'08 "E
21.60
L5
N89 047'04 "E
8.08
L 6
S80 7256 "E
42.71
L7
S10'21'52"E
42.71
L8
N89'47'04 "E
64.63
L9
N53'4924 "W
1.74
L10
N57'36'40 "W
1.79
L11
N50'1256 "W
1.75
DIG�LE�T
TOLL FREE -qqmmmw'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
WkETOTOM
14+001 PLAN ,"= ao 115+00
SCALE IN FEET
40 80 1
wi--wv ■ v vvvs■ ff
SEE SHEET 10
RIMINI LANE
160
i :.
LOT "D"
cn
16+00
PADUA WA Y
SEE SHEET 11
CL INT.
.I f . A/1 /l!1 P1„ //► It I 1 I
17+00
AP_coNSTRUCTim NOTES
Ol - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" COMPACTED
NATIVE MATERIAL. (SEE GENERAL NOTES 31 & 32).
a2 - CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000.,
O5 - CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003.
a- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO 100t .
O7 - CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 10-02
"W" PER PLAN.
C9-)- - ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY
STD. NOS. 21W & GPOW -
11 INSTALL STREET LIGHT, KING LUMINAIRE TYPE K118E-EAR-11-150-hPS-KI6-HSS-T5-PR
EDISON LEXAN (NOSTALGIC POLE), AS SHOWN ON APPROVED MASTER STREET LIGHT PLAN.
15 CONSTRUCT SIDEWALK DRAIN PER CITY STD. NO. 3001, (SIZE 3).
*qm
NOTE:
FINAL DRIVEWAY LOCATIONS WILL BE DETERMINED BY
THE INDIVIDUAL DEVELOPER AND WILL BE SHOWN ON
THE APPROVED PRECISE GRADING PLANS.
3" P.C.C.
CURB
W=PER PLAN SEE NOTE 3
8.337
MAN SIDEWALK -
SEE NOTE 3 8.337
MAX.
RETAINING CURB
AT EDGE OF SIDEWALK RETAINING CURB
AT EDGE OF SIDEWALK
06 i5
CURB FACE- \--SEE NOTE 4 IF LOCATED
A T CENTER OF CURB RETURN
�$ HANDICAP RAMP DETAIL
N. T S.
BENCH MARK. • j 8-17
BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089'59'31 "E
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
AS SHOWN ON TR. N0.
OF SAN SEVA/NE RD., 2.65 M/ WEST
16427-1, M.B. 296/7-11.
OF SIERRA AVE.
ELEVA 710N. if 1428.609
REV. REVISION DESCRIPTION DA TF ENGR. CITY DA TF
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS Prepared Under The Supervision Of
QR�IOi�r PREPARED /N THE OFF/CE OF
NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF ��°�,�. L l w �FMADOLE AND A SSOC/A TES, INC.
APPROVAL SHOWN HEREON AND CARRIED FORTH 1N A w `=o
�3N o. 36637s'c°m 760-A SROCHESTER AVENUE
rn
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE Exp: 06-30-06 OHTAR/O, CA 91761
PHONE 90 937-9151
REVS/ONS TO THE PLANS TO BRING THEM INTO "9TF C / V �
CF CALF LADa to : ri t
CONFORMANCE W1 TH CONDITIONS AND S TANDA RDS IN EFFECT. RCE 36 7 EXP, 6-00-0(6
UPO07F CITY S7&vD.4RD CALL Oa;S, �, ��� / y. WENDEZ-1 L. /WATSURU
1. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP
NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH
OF THE RAMP SHALL BE 4'.
2. SIDEWALK AND RAMP THICKNESS, "T" SHALL BE 3 1/2"
J. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH
114" GROOVES APPROXIMA TEL Y J14" 0. C. SEE
GROOVING DETAIL. THE SURFACE OF THE RAMP SHALL
HAVE A TRANSVERSE BROOMED SURFACE TEXTURE
ROUGHER THAN THE SURROUNDING SIDEWALK EXCEPT,
WHEN LOCATED IN THE CENTER OF THE OF CURB RETURN.
4. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN,
IT SHALL BE GROOVED IN A HERRING -BONE PATTERN
WITH 1/4" GROOVES APPROXIMATELY 1-1/2" O.C. SEE
GROOVING DETAIL. GROOVES SHALL BE ALIGNED PARALLEL
TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS
INTO APPROPRIATE CROSSWALK.
APPROX. 3/4 " EXCEPT APPROX.
1-1/2" ON SLOPING PORTION OF RAMP
f ��1
a
--I 1 --4 » a
GROOVING DETAIL
NTS
CITY OF FONTANA, CALIFORNIA
PRI VA TE S TREE /MPRO VEMENT PLANS
DRAWN BY RlAfINI LANE SCALE:
MVA/C V�. 10+ TO STA. 15+29.22 AS SHOWN
DESIGNED BY DA TE.•
GB T 16 4 & 16875 FEB 2005
CHECKED BY--, A DRAWING NO. 9
SCL 3 _z�.
3933 13
TY ENGNtEAr R.C.E. 51152 DATE
w
JA126-20051streets\.st09.dwa. 3/2/2006 1:22:45 PM. Gerry. Gerry