HomeMy WebLinkAbout5112-5Y
3
i
GALLO LANE
SEE SHEET 7
68'
- . - on t% u,ro
- I
-1 Zso' zo�
32' 32'
64'
DORAN LANE
SEE SWEET 6
D
DIAL TWO NORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
BER N1 WAY
SHOULD CONSTRUCTION OF REQUIRED
MROVBVM NOT COMMENCE WTM
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
O.IGENT NVNNER, THE CITY ENCINO MAY
REQUIRE REVISIONS TO THE PIANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
BASIS OF BEARINGS:
PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH INE
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. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION =
...................... ............ ........................ ........... ............ ... ------------ ........... .........................
CaeAPHiC SCNF
40 0 20 40 80
(NST)
1MA=40 FT.
CONMUCMN NOTES
10- CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 90Z
COMPACTED DATIVE SUBGRADE (SEE GENERAL DOTE 31 & 321
2�-- CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD
PLAN NO. 403, W =8'
4a— CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PURI NO. 1006, W=5'
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
9�-- INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMIIttRE PER CITY STD.
PLM NO. 404, SEE STREET MT PLAN
10 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003
11 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003
12 ADJUST MANHOLE FINE & COVER TO GRADE PER CITY STD. PLAN 2000
13 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
14
INSTALL STOP BAR AND LEGEND STRIPING PER CA MUTCD
FVJRE 3B-103 (CA) (TYP)
1100,l��iillllllllllllllllllllilI FESS CITY OF FONTANA CAUFORNIA
QRo / oh
STREET IMPROVEMENT PLANS
DRAWN BY:
No. 36052 m HMG DBW TRACT 18823.1
Exp. 6/30/16 DESIGNED BY: BERMI WAY
PoBW STA 1 '00 TOSTA ��43.30
s�q c I v %` CHECKED BY: APP 0 D/
OF 0A% -%E JAB DATE:• ' �J
CITY ENGINEER R.C.E. 51152
w
SCALE:
AS NOTED
DATE:
February, 2015
5
5112 9
Fdenwre: I:\St uMam I tomes-129\Fontana 23oc\L11A'G's\fel 9E5?GW\STREFTS\Phase 1\TR 18825-1 ST 05.drg
CURVE & LINE TABLE
0
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
90'00'00"
39.27'
25.00'
B
320.02'
N00'23'33'W
C
226.28'
NX23'33"W
D
112.00'
27'28'55"
53.72'
27.39'
E
20.00'
N89'36'27"E
F
50.00'
N2705'22"E
G
38.00'
20728'55"
137.61'
155.40'
H
345.00'
19-14'35"
115.87'
58.49'
D
DIAL TWO NORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR.I CITY I DATE
BER N1 WAY
SHOULD CONSTRUCTION OF REQUIRED
MROVBVM NOT COMMENCE WTM
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
O.IGENT NVNNER, THE CITY ENCINO MAY
REQUIRE REVISIONS TO THE PIANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
BASIS OF BEARINGS:
PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH INE
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. W/0 SAN SEVAINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST
ALONG HIGHLAND AVE. FROM SIERRA AVE.
ELEVATION =
...................... ............ ........................ ........... ............ ... ------------ ........... .........................
CaeAPHiC SCNF
40 0 20 40 80
(NST)
1MA=40 FT.
CONMUCMN NOTES
10- CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 90Z
COMPACTED DATIVE SUBGRADE (SEE GENERAL DOTE 31 & 321
2�-- CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD
PLAN NO. 403, W =8'
4a— CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PURI NO. 1006, W=5'
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
9�-- INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMIIttRE PER CITY STD.
PLM NO. 404, SEE STREET MT PLAN
10 INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003
11 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 4003
12 ADJUST MANHOLE FINE & COVER TO GRADE PER CITY STD. PLAN 2000
13 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
14
INSTALL STOP BAR AND LEGEND STRIPING PER CA MUTCD
FVJRE 3B-103 (CA) (TYP)
1100,l��iillllllllllllllllllllilI FESS CITY OF FONTANA CAUFORNIA
QRo / oh
STREET IMPROVEMENT PLANS
DRAWN BY:
No. 36052 m HMG DBW TRACT 18823.1
Exp. 6/30/16 DESIGNED BY: BERMI WAY
PoBW STA 1 '00 TOSTA ��43.30
s�q c I v %` CHECKED BY: APP 0 D/
OF 0A% -%E JAB DATE:• ' �J
CITY ENGINEER R.C.E. 51152
w
SCALE:
AS NOTED
DATE:
February, 2015
5
5112 9
Fdenwre: I:\St uMam I tomes-129\Fontana 23oc\L11A'G's\fel 9E5?GW\STREFTS\Phase 1\TR 18825-1 ST 05.drg