HomeMy WebLinkAbout5375-3!rof
20
20
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F
19
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ai �-�,41 42 43 44 8 SEWER PER CITY 3DWG. NO. 5376 45 5.44 it
BOR RAW 4 3 (TYP) 47 TO A -f
8 V -
N
2
-OL
8" WATER
CENTERLINE DRIVEWAY STATIONS
9 (TYP) 3
STATION
LOT #
STATION
BY OTHERS
10+71.87
40
(TYP) 4
2
11+22.62
16
RADIUS
15 14
13
12
11
RADIUS
DELTA
LENGTH
TANGENT BEARING
U RADIUS
DELTA
LENGTH
TANGENT BEARING
A
112.00'
10'00'10"
19.55'
9.80' -
J
112.00'
9'59'56"
19.55'
9.80' -
S 500.00'
Orn
47.13'
06
B
-
-
-F OCN
- N85'28'55"W
+ N
-
-
42.37'
- NO2'01'04"W
T 480.00'
5'24'02"
45.24'
22.64' -
C
62.00'
FDC,FWATFR
WAY
86.92' -
L
4f6 5'80 CL EOG
Sl/GqEwgTER WAY_
^ 9 HOC�DW LA&E
10
TOLL FREE '"Mm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
MOVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRED FORTH IN A
DNJCENT MANNER, THE CITY ENC INFER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
13+96.50 CL FLAGSTONE WAY
8" WATER
1 t ) 14+41.50 E BY OTHERS R�W 4 (TYP) 3 TYP)
's i, t 1414.43 TC
8 ,
1 t U N 0M
,F 1 N 87'50'52" E i2' - - 186.59 13 2 ,14 "
r 8'26'50 E - i- - i' + _N 89'42 i -29 W 9.22'; _
ZE _ I- ... .._ -
_m a
T 2,,
aNE= _. �,
t 3
+
i} 3
1410.90 TC
24" STORM DRAIN PER CITY ' } # 0 50 + 49 w
DWG. N0. 5373 ,� w o w K,
20 20' 12' c o + o o n O
12 32 32' �o�� 8m 00 ±!
n CD
64' �
WAY 12
FLAGSTONE
SEE SHEET 5, TRACT 18939"2
DWG. NO 5372
(TYP)4 (TYP) 8" SEWER PER
DWG. NO. 5376
48 47 46
CENTERLINE DRIVEWAY STATIONS
R/W -
STATION
LOT #
STATION
CURVE & LINE TABLE
10+71.87
40
11+59.41
2
11+22.62
45
RADIUS
DELTA
LENGTH
TANGENT BEARING
12+61.21
RADIUS
DELTA
LENGTH
TANGENT BEARING
U RADIUS
DELTA
LENGTH
TANGENT BEARING
A
112.00'
10'00'10"
19.55'
9.80' -
J
112.00'
9'59'56"
19.55'
9.80' -
S 500.00'
5'24'02"
47.13'
23.58' -
B
-
-
42.34'
- N85'28'55"W
K
-
-
42.37'
- NO2'01'04"W
T 480.00'
5'24'02"
45.24'
22.64' -
C
62.00'
109'00'00"
117.95'
86.92' -
L
62.00'
9737'33"
105.63'
70.84' -
U 520.00'
5'24'02"
49.01'
24.53' -
D
-
-
42.36'
- N14'29'04"W
M
-
-
42.91'
- N80'2 1'53"E
E
112.00'
9' 15'30"
18.10'
9.07' -
N
112.26'
9'45'33"
19.12'
9.58' -
F
25.00'
86'57'07"
38.81'
24.55' -
0
25.00'
7741'29"
33.90'
20.13' -
G
500.00'
734'48"
66.15'
1 33.12' 1 -
P
1000.00'
2'26'39" 1
42.66'
21.33' -
H
480.00'
734'48"
63.50'
1 31.80' 1 -
Q
980.00'
2'26'39"
41.80'
20.91' -
1
520.00'
6'47'26"
61.63'
1 30.85' 1 -
R
1020.00'
2' 18'06" 1
40.97'
20.49' -
TOLL FREE '"Mm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
MOVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRED FORTH IN A
DNJCENT MANNER, THE CITY ENC INFER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
13+96.50 CL FLAGSTONE WAY
8" WATER
1 t ) 14+41.50 E BY OTHERS R�W 4 (TYP) 3 TYP)
's i, t 1414.43 TC
8 ,
1 t U N 0M
,F 1 N 87'50'52" E i2' - - 186.59 13 2 ,14 "
r 8'26'50 E - i- - i' + _N 89'42 i -29 W 9.22'; _
ZE _ I- ... .._ -
_m a
T 2,,
aNE= _. �,
t 3
+
i} 3
1410.90 TC
24" STORM DRAIN PER CITY ' } # 0 50 + 49 w
DWG. N0. 5373 ,� w o w K,
20 20' 12' c o + o o n O
12 32 32' �o�� 8m 00 ±!
n CD
64' �
WAY 12
FLAGSTONE
SEE SHEET 5, TRACT 18939"2
DWG. NO 5372
(TYP)4 (TYP) 8" SEWER PER
DWG. NO. 5376
48 47 46
CONSTRUCTION NOTES PER PER
1�- CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 957.
COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
9 INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7)
25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404
12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003, CASE C
CENTERLINE DRIVEWAY STATIONS
R/W -
STATION
LOT #
STATION
13+69.56 ECR
10+71.87
40
11+59.41
2
11+22.62
45
12+16.51
1414.4�TC
U
42
12+61.21
4
12+18.92
43
+�
5
12+52.16
44
13+52.20
6
+�
45
13+19.33
7
V.
CONSTRUCTION NOTES PER PER
1�- CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 957.
COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
9 INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7)
25 FT. LUMINIRE HEIGHT PER CITY STD PLAN NO. 404
12 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003, CASE C
�v�n�� i �vuvrr u-uu
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
BASIS OF BEARINGS: Prepared By:
Prepared For: THE BEARINGS SHOWN HEREON ARE BASED ON THE ALLAAD ENGINEERING
LENNAR CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 3401722-73, BEING: N 00'00'12" Civil Engineering - Land Surveying - Land Planning
980 MONTECITO DRIVE, SUITE 302 BENCHMARK. 16866 Seville Avenue
CORONA, CA 92879Fontana, California 92335
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
(951) 817-3545 (909) 356-1815 Fax (909) 365-1795
THE EASTERLY END OF THE CURB RETURN AT THE
FAX (951) 817-3650 NE CORNER OF SIERRA AVE. AND MILLER AVE. •(� �� 3 •�
ELEVATION: 1364.32 Raymond J.'Allard, A.C.E. 36052 Date
(expires 6/30/2016)
4
E
EC
1414.20 TC
12
BC
J 1413.46 T(
EC 1
1412.61
64'
AY
CRAW SCAE
(N FEET)
1 M = 40 FT.
QROF ESS / Oti CITY OF FONTANA CALIFORNIA
,Z) << STREET MOMENT PLAN
0 �(El DRAWN BY: TRACT NO. 18939 SCALE:
No. 36052 7 HMG E�ATR WAY & AS NOTED
Exp. 6/30/16 � DESIGNED BY: DATE:
DBW SU Ori LANE March, 2016
`r�gTF C ► V 1 L C��\P CHECKED BY: AP G D BY: DRAWING NO.: 3
OF CA��E DATE: 3
RJA CITY GINEER R.C.E. 51152 4
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 3\STREET TRIS939 SHT 03.dwg
T,
CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
STATION
1
10+71.87
40
11+59.41
2
11+22.62
41
12+16.51
3
11+54.31
42
12+61.21
4
12+18.92
43
13+13.60
5
12+52.16
44
13+52.20
6
13+02.07
45
13+19.33
7
13+70.77
46
12+82.18
13
12+78.46
47
12+15.29
14
12+30.88
48
11+82.18
15
11+77.21
49
11+12.31
16
11+27.89
50
10+74.03
�v�n�� i �vuvrr u-uu
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
BASIS OF BEARINGS: Prepared By:
Prepared For: THE BEARINGS SHOWN HEREON ARE BASED ON THE ALLAAD ENGINEERING
LENNAR CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 3401722-73, BEING: N 00'00'12" Civil Engineering - Land Surveying - Land Planning
980 MONTECITO DRIVE, SUITE 302 BENCHMARK. 16866 Seville Avenue
CORONA, CA 92879Fontana, California 92335
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
(951) 817-3545 (909) 356-1815 Fax (909) 365-1795
THE EASTERLY END OF THE CURB RETURN AT THE
FAX (951) 817-3650 NE CORNER OF SIERRA AVE. AND MILLER AVE. •(� �� 3 •�
ELEVATION: 1364.32 Raymond J.'Allard, A.C.E. 36052 Date
(expires 6/30/2016)
4
E
EC
1414.20 TC
12
BC
J 1413.46 T(
EC 1
1412.61
64'
AY
CRAW SCAE
(N FEET)
1 M = 40 FT.
QROF ESS / Oti CITY OF FONTANA CALIFORNIA
,Z) << STREET MOMENT PLAN
0 �(El DRAWN BY: TRACT NO. 18939 SCALE:
No. 36052 7 HMG E�ATR WAY & AS NOTED
Exp. 6/30/16 � DESIGNED BY: DATE:
DBW SU Ori LANE March, 2016
`r�gTF C ► V 1 L C��\P CHECKED BY: AP G D BY: DRAWING NO.: 3
OF CA��E DATE: 3
RJA CITY GINEER R.C.E. 51152 4
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 3\STREET TRIS939 SHT 03.dwg
T,