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=l `'' O.C. O.C. O.C. O.C. `�� U� O
10 SAWCUT AND REMOVE EXISTING AC PAVEMENT Ln�,�� O / o
� O�
20 ADJUST TO GRADE EXISTING EDISON MANHOLE. � ��
s ES AY
3 O REMOVE EXISTING CATCH BASIN AND 24 SD PIPE PER STOR D FLA / �zN.
�
O4 REMOVE AND RELOCATE EXISTING 12" VENT. O 14 CONST 6rcT 4" THICK CONC. SIDEWALK6S PER -CITY bF FONTAN- STD. NO. 1006.
� 0 20 40 80 120
OREMOVE AND RELOCATE EXISTING FIRE HYDRANT. / 15 CONSTRUCT 6.5" MIN. ASPHALT CONC. PAVEMENT OVER 12" MIN (95%) COMPACTED
O PROTECT EXISTING VAULT AND VENTS. SUBGRADE.
16 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 (W=8'). v SCALE:1 "=40'
70 REMOVE AND RELOCATE EXISTING MONITARY WELL BY OTHERS. 17 GRIND AND OVERLAY 1 1/2 AC AS NEEDED TO MATCH EXISTING PAVEMENT AND 22 INSTALL STREET LIGHT PER STREET LIGHTING PLANS.
O SMOOTH TRANSITION.
10 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000. 18 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 3003 CASE ACONSTRUCT PARKWAY CULVERT PER A.P.W.A. NO. 151-1, S= PER PLANS,
O A. 23 SEE SHEET 2 FOR DETAIL
11 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000. 19 CONSTRUCT CATCH BASIN PER STORM DRAIN PLAN DRAWING NO. 4361. 24 CONSTRUCT STANDARD BUS BAY PER CITY OF FONTANA STD. DWG. NO. 1005.
12 CONSTRUCT CURB TRANSITION FROM 0" TO 8" CF SEE DETAIL ON SHEET 2. 20 CONSTRUCT TYPICAL ROCK TREATMENT PER CITY OF FONTANA STD. DWG. 5045. 25 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003.
CONSTRUCT COMMERCIAL DRWY ENTRANCE PER CITY OF FONTANA STD NO 1002
V /AAl1f11FIFf11yV�•��` �• yv��. �`. V`< (2l) CONSTRUCT CATCH BASIN PER SHEET N0. 4.
26 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. N0. 3003 CASE C.
1 Cb�VE TALE O / / /
/
DELT,
RA , IUS
LENGT
T GEN�f�
C
25'49403
80.21'
� 387.61'
197.15'
D
77°57127'
X15.00'
20.41'
12.14'
/E�
77'58'54'
15.00'
20.42'
12.14'
F
11°42'57'
860.21'
175.89'
88,25'
G
8959'23'
35.00'
54.97'
34.99'
H
90'00'37'
35.00'
54.98'
35.01'
I
12°43'04'
780.21'
173.18'
86.95'
J
6706'39'
20.00'
23.43'
13.27'
K
2°54'08'
778.77'
39.45'
19.73'
L
5°16'07'
778.77'
71.61'
35.83'
M
87'20'48'
35.00'
53.36'
33.42'
N
86`14'58'
35,00'
52.69'
32.78'
0
18°56'28'
860.21'
284.37'
143.49'
' CURVE TABLE
0
DELTA
RADIUS
LENGTH
TANGENT
P
90°001,00'
35.00'
54.98'
35,00'
Q
90°00'00'
50.00'
78.54'
50,00'
R
1°49'15'
770.21'
24.48'
12.24'
S
7°15'34'
250.00'
31.68'
15.86'
T
13°47'41'
150.00'
36.11'
18.15'
U
6'14104'
780.21'
84.90'
42.49'
V
9412'05'
35,00'
57.54'
37.67'
W
94°12'12'
35.00'
57.59'
37,71'
C1
180000'00'
2.00'
6.28'
rrrrrrNNN��N
F1
35°18'17'
827,21'
509.71'
263.24'
G1
21`35'55'
813,21'
306.55'
155.12'
H1
4°22'32'
524.94'
40.09'
20.05'
I1
9`29'59'
244.81'
40.59'
20.34'
STA. 24+65.38 19
DErAL SCALE:1 "=20'
CURVE TABLE
0
DELTA
RADIUS
LENGTH
TANGENT
J1
3`34'28'
823.21'
51.36'
25.69'
K1
7°02'48'
823.21'
101.25'
50.69'
L1
10°38'12'
214,82
39,88'
20.00'
M1
9°01'55'
813.21'
128.19'
64.23'
N1
4°06'13'
569.76'
40.81'
20.41'
01
24°41'15'
827.21'
356,43'
181.02'
P1
89`32'43'
6.00'
9.38'
5.95'
Q1
90°27'13'6.00'
9.47'
6.05'
BASIS OF BEARINGS: BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SFE � & hienes Efgi7eelil7g, I= CITY OF FONTANA, CALIFORNIA
THE BEARINGS SHOWN HEREON ARE SAN BERNARDINO COUNTY SURVEYOR B.M. O �QR �Nq� CML ENG/NEER/NG• LAND SURVEMG
BASED ON THE CENTERLINE OF SPSN-00485 FOUND RAILROAD SPIKE IN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �`� I. q F�, ® 14349 FNESTONE BOULEVARD
\000 G�9/�� ® y�71�21-481�F.4X(714j521-4173 STREET IMPROVEMENT PLANS
COUNTY DUMP ROAD AS PER RECORD POWER POLE, 2 MILES NORTH ALONG SIERRA _ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY: SHOPS •SIERRA LAKES SCALE: VERT. 1" = 4'
OF SURVEY BOOK 79 PAGE 6, RECORD AVENUE FROM HIGHLAND AVENUE, 30 FEET SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � = z � Ac p '
OF SURVEY, IN THE CITY OF FONTANA, EAST OF THE C/L OF SIERRA AVENUE, R.C.E. NO. 43293 Prepared Under The Supervision Of SIE R ES PKWY. AND CASMALIA SIRE HORIZ 1 = 40
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY. DATE:
RECORDS OF THE COUNTY OF 2 FEET NORTH OF THE S/E CORNER OF � Q PARCEL MAP
SAN BERNARDINO STATE OF CALIFORNIA. SEC. 18 TIN R 5 W SBBM FACING N W. BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. 3-31-10 � AC 4 W. OF Imo. T 5 OF MANGO RD. 10/01/07
> >
/ Y ❑ U DIG
YOU DIG 9I' C � V \ �. �� CHECKED BY: APPRO
ELEVATION = 1,815.971' STANDARDS IN EFFECT. F �F \gyp Date : �( DRAWING NO.: 3
TOLL FREE 1-800-227-2600 CAL HAIDOOK I. A N RCE N0. 43293 HIA ����
NGVD 1929 / FONTAND QUAD / 1980 ADJ.) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ��j
` CI ENGINEER R.C.E. 51152 DATE: 4361 4
Last Update: 4/28/08
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