HomeMy WebLinkAbout5112-4_.. ...... ...... .. .... .. - - -- - ...... _ .... ...... . ----- ... ...... .._. .. ----- ...... ......................................................
_ ......
...... .... ......
>..
. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .... .. .... .... ..
............ . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - -
.....
:....... ....... ....... ..... .......-
:..
:.
....... ..... .............. .. ..................E ......... - :..... ....... .. ...... ...... ..
... .........:. : ..: .....
. ................ .. ...... : .... .... ... ..... .. ..... .... ..
£.
3 ... / £ ...... .
11R ....V
a.. .. ................
:....
3 ......................:.................. .
... _ 3 .........................
3.
3 ................ k....... '
..... ...... ....... ...... ....... ... ....... ...... .. ..... ....
..... .........£...........i.........--
3
:.. 3 s
..........:.................................................£........................................ ..;... ....:........... ......3...........:...........
- . - . . . . .. ............................. ........................ ............ .. ..- . .- .- . - .- . - .-.
3 : E........
;.. 3 ...........::....... '........:...........:...........
................. .......................... .................—........ ... ... .. ... ....................... .. .. .. .. .. . . . .. .. ... ... ... ... ... ...... .... .... .. ...... .... .... .... .... .... .... .... .... .. ... .. .. . . . .. . .. . .. ... . ... . . . .. . . ...................... . ........................................................... .. .......................... ........ . . . ........... ..................................... ......... ................................................... .
................................#......... .........................I.....................................
3 .................... :... £................. .. ;
:........................ 3.
,
• 3
f'
....................... ........................
....... ... ...... ... ... ... .... *.. . .... ..
:
......- .-.
.....
:
10#Q0 1100 12*00 13'00 14+00 ..._ ...1.__.#......................: - .._...�... :
T. � � 500 16#00
D011DXA N LANE
SEE SHEET 6
641
32' 32'
' 20' 20'
10+00.00 CL BELLA WAY=
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRI!TION DATE ENGR. CITY GATE
SHOULD CONSTRUCTION OF 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
8" SEWER
TR. NO� 18825-1
PER Mi 5113
LOT A '
PARK
MESSINA STREET
SEE SHEEP 7
BASIS of BEARINGS:
PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIN
STRATHAM HOMES INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E
2201 DUPONT DRIVE, SUITE 300 BENCHMARK
IRVINE, CA 92612 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TEL (949) 833-1554 TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W10 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
QEVATION = 142BA
61
5+65.02 CL BELIA WAY=
G%4PMC SCALE
40 A 20 40 80 160
(a Far)
11 190 FE
CONSTRUCTION DOTES
corosrnucr s.s nc PAvVaarr OVER 120 of 90X
COMPACTED NATIVE SUBGRAOE (SEE GENERAL NOTE 31 & 32)
2a—
CONSTRUCT ir PCC CtlRB c! GLITTER PER Gil' SID. PkN1 N0. 1000
4a— CONSTRUCT 4" PCC SIDEIYRLX PER GTl' STD. PLAN M0. 1006, 11'=5'
6o- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PIRF! N0. 1002,
A=16' UNLESS NOTED OTHERWISE
9o- INSTALL 5800 LUMEN HPSN (70 MATT; j7) LUmWRE PER GTl' SiD.
PLAN N0. 404, SEE STREET LIGHT PLAN
10 INSTALL STOP SIGN PER Clil' STD. PIAN N0. 4003
11 INSTALL STREET NAME SIGN PER CITY STD. PLAN N0. 4003
12 ADJUST MANHOLE FRAME ct COVER TO GRADE PER CRT STD. PLM 2000
14
INSTALL STOP BAR AND LEGEND STRIPING PER CA RtUTCD
FIGIAiE 38-103 (CA) (71'F)
&21 CONSTRUCT 6' PCC CURB PER Gil' STD. PINY N0. 1000
11,0����illillllllllllll
pF ESS / CITE' OF FONTANA CALFORNIA
QR oil
0 STREET MOVEMENT PLANS
in �� 9�a ti� , DRAWN BY: SCALE:
No. 36052 nZi� HIV G DBW TRACT Vaal AS NOTED
°G . 6/30/16 ExGESIGIED BY: BEUA WAY DATE:
PDir STA3� 1v*QQ.t�O TO STA 15*�i�O� February, 2015
s�q C 1 V 1\.- �� CHECKED BY: A RO
CP `� 4
CA � DATE: 5112
CITY ENGINEER R.C.E. 51152 9
Filmme: I:\Strothom Homes-129\Fontana 25oc\011fG's\Fflibk DESS(\STREETS\Phase 1\TR 18825-1 ST 04.dwg
CURVE & UNE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'00'00"
39.27'
25.00'
B
112.00'
10'00'00"
19.55'
9.88'
C
62.00'
110'00'00"
119.03'
88.55'
D
565.02'
NOVOO'O(r W
E
42.36'
NBV23'330E
F
42.36'
N10'23'33"W
G
10.00'
90'00'00"
15.71'
• 10.00'
H
45.00'
90'00'00"
70.69'
45.00'
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRI!TION DATE ENGR. CITY GATE
SHOULD CONSTRUCTION OF 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
8" SEWER
TR. NO� 18825-1
PER Mi 5113
LOT A '
PARK
MESSINA STREET
SEE SHEEP 7
BASIS of BEARINGS:
PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LIN
STRATHAM HOMES INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30'06"E
2201 DUPONT DRIVE, SUITE 300 BENCHMARK
IRVINE, CA 92612 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E.
TEL (949) 833-1554 TOWER LEG. 343' N/0 HIGHLAND AVE., 0.2 MI. W10 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
QEVATION = 142BA
61
5+65.02 CL BELIA WAY=
G%4PMC SCALE
40 A 20 40 80 160
(a Far)
11 190 FE
CONSTRUCTION DOTES
corosrnucr s.s nc PAvVaarr OVER 120 of 90X
COMPACTED NATIVE SUBGRAOE (SEE GENERAL NOTE 31 & 32)
2a—
CONSTRUCT ir PCC CtlRB c! GLITTER PER Gil' SID. PkN1 N0. 1000
4a— CONSTRUCT 4" PCC SIDEIYRLX PER GTl' STD. PLAN M0. 1006, 11'=5'
6o- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PIRF! N0. 1002,
A=16' UNLESS NOTED OTHERWISE
9o- INSTALL 5800 LUMEN HPSN (70 MATT; j7) LUmWRE PER GTl' SiD.
PLAN N0. 404, SEE STREET LIGHT PLAN
10 INSTALL STOP SIGN PER Clil' STD. PIAN N0. 4003
11 INSTALL STREET NAME SIGN PER CITY STD. PLAN N0. 4003
12 ADJUST MANHOLE FRAME ct COVER TO GRADE PER CRT STD. PLM 2000
14
INSTALL STOP BAR AND LEGEND STRIPING PER CA RtUTCD
FIGIAiE 38-103 (CA) (71'F)
&21 CONSTRUCT 6' PCC CURB PER Gil' STD. PINY N0. 1000
11,0����illillllllllllll
pF ESS / CITE' OF FONTANA CALFORNIA
QR oil
0 STREET MOVEMENT PLANS
in �� 9�a ti� , DRAWN BY: SCALE:
No. 36052 nZi� HIV G DBW TRACT Vaal AS NOTED
°G . 6/30/16 ExGESIGIED BY: BEUA WAY DATE:
PDir STA3� 1v*QQ.t�O TO STA 15*�i�O� February, 2015
s�q C 1 V 1\.- �� CHECKED BY: A RO
CP `� 4
CA � DATE: 5112
CITY ENGINEER R.C.E. 51152 9
Filmme: I:\Strothom Homes-129\Fontana 25oc\011fG's\Fflibk DESS(\STREETS\Phase 1\TR 18825-1 ST 04.dwg