HomeMy WebLinkAbout4004-114,
COUNTY OF SAN BERNARDINO
DEPARTMENT OF PUBLIC WORKS
"COUNTY JUMSDICTION ONLY"
mm
SHEET 3 SHEET 4
SHEET INDEX
NTS
V_l.C_l_N_'l_TY____M__.A_P
(NOTTO SCALE)
SHOULD CONSTRUCTION OF Tl --IE 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
STANDARDS IN EFFECT,
Q I'll
Ilm
15,10N DESCRIPTION
wl
m
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0
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PLANS PREPARED BY:
S Hl'EElT_11llNDlE_X
CITY OF FONTANA, CALIFORNIA
W WILLDAN
(D
REMOVE EXISTING PCC, AC, PAVEMENT, OR SOIL.
1,200
CY
DRAWING
NO. 4004 SHEET 1 TITLE SHEET
13191 Crossroads Parkway North, Suite 405
CONSTRUCT 6 1/2—INCH THICK AC OVER 12—INCH NATIVE SUBGRADE COMPACTED TO
Industry, CA 91746-34-97
(562) 908--6200
DRAWN BY,
SCB
ALDER AVENUE AND MERRILL AVENUE
SCALE:
NTS
16,240
SF
SHEET 2 TYPICAL SECTIONS,, DETAILS, LEGEND
DATE
06/30/2006
95% AND AS SHOWN IN TYPICAL SECTION.
640
TON AC
AND GENERAL STORM DRAIN NOTES
COLD MILL 0.1' OF AC PAVEMENT AND OVERLAY 0.1' OF AC PAVEMENT AS
CHECKED BY:
Ac
8,470
SF
ORONO NO,:
4004
Lo
SHOWN IN TYPICAL SECTION.
61
TON AC
SHEET 3 STREET IMPROVEMENTS
MERRILL AVENUE
CONSTRUCT 8—INCH CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO. 1003.
840
LF
FROM ALDER AVENUE TO 350' EAST
/1—N
U5
CONSTRUCT 4—INCH THICK PCC SIDEWALK PER CITY OF FONTANA STD PLAN NO. 1015.
3,010
SF
SHEET 4 STREET IMPROVEMENTS
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD PLAN NO. 1005. W PER
PLAN.
1, 170
SF
MERRILL AVENUE
FROM 350' EAST OF ALDER AVENUE TO 654' EAST
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN
NO. 1006.
2,500
SF
DRAWING
NO. 4005 SHEET 5 STORM DRAIN IMPROVEMENTS
CONSTRUCT 4—INCH THICK PCC OVER COMPACTED NATIVE BEHIND WALK OR DRIVEWAY.
B PER PLAN.
350
SF
STORM DRAIN LATERALS
LAT A — 1 , LAT A — 2, LAT A -- 3
CONSTRUCT 4—INCH THICK AC OVER COMPACTED NATIVE BEHIND WALK OR DRIVEWAY.
B PER PLAN.
410
S F
DRAWING
NO. 4006 SHEET 1 TRAFFIC SIGNAL PLAN
RESTORE EXISTING GROUND COVER TO MATCH EXISTING
1290
SF
ALDER AVENUE AND MERRILL AVENUE
INCLUDING IRRIGATION IF ANY.
DRAWING
NO. 4007 SHEET 1 —9 INTERCONNECT PLAN
0
ADJUST TO GRADE. TYPE AS SHOWN.
GV 1
EA
BETWEEN SAN BERNARDINO AVENUE AND ARROW RTE.
MH 1
EA
DRAWING
NO. 4008 SHEET 1 SIGNING AND STIPING PLAN
PB 1
EA
ALDER AVENUE AND MERRILL. AVENUE
wv 1
EA
@
REMOVE TYPE AS SHOWN. BLOCK WALL INCL. FOUNDATION
& WROUGHT IRON
FENCE 155
LF
CHAIN
LINK OR WOODEN
FENCE 14
LF
REMOVE ENCROACHING WALL OR FENCE AT THE RIGHT OF WAY AND
BLOCK WALL 1
EA
UTILITY NOTIFICATION LIST
RECONSTRUCT END TO MATCH EXISTING.
WOOD
FENCE 2
EA
REMOVE EXISTING TREE, TREE STUMP OR SHRUB.
TREE 3
EA
CITY OF FONTANA ADELPHIA
MARYGOLD MUTAL WATER COMPANY
SHRUBS 50
SF
ATTN: ANTHONY CIOTTI ATTN: MR. LUIS McDONALD
ATTN: Mk. JUSTIN BROKAW
8353 SIERRA AVENUE 1205DUPONTAVENUE
FONTANA, CA 92335 ONTARIO, CA 91761
9724 ALDER AVENUE
BLOOMINGTN CA 92316
REMOVE AND REESTABLISH TYPE AS SHOWN. BLOCK WALL INCL. FINISH TO
ME WROUGHT IRON
FENCE 120
LF
(909) 350---6684 (909) 975-3343
(909) 877-0516
RELOCATE EXISTING WATER METER, RECONNECT WATER SUPPLY AND
4
EA
COUNTY OF SAN BERNARDINO CITY OF RIALTO WATER DEPARTMENT
SOUTHERN CALIFORNIA GAS COMPANY
INSTALL WATER METER BOX. (BY OTHERS)
ATTN: WALTER ALLISON ATTN: MR. RON SILVER
ATTN: MR. BRUCE YONKERS
825 EAST THIRD STREET 150 S PALM AVENUE
1981 W LUGONIA AVENUE
RELOCATE, REESTABLISH OR REPLACE MAIL BOX TO MATCH EXISTING.-
MB 5
EA
SAN BERNARDINO, CA 92415 RIALTO CA 92376
(818) 701-- 4546
REDLANDS CA 92374-9796
(909) 335— 7871
(909) 387-7910
RELOCATE EXISTING TYPE AS SHOWN. (BY OTHERS)
FH 3
EA
SAN GABRIEL VALLEY WATER COMPANY
SOUTHERN CALIFORN[A EDISON
pp 2
EA
ATTN: MR, LUIS MONTENEGRO
ATTN: MR. CHRIS LORIMER
11142 GARVEY AVENUE
7951 REDWOOD AVENUE
CONSTURCT CURB DRAIN PER APWA STD PLAN NO. 150-2
4
EA
FL MONTE CA 91733
FONTANA CA 92336
�626) 448----6183 x252
(909) 357-6221
REMOVE INTERFERING PORTION OF PIPE AND DRAINAGE STRUCTURE.
26
LF
SBC (PACIPIC BELL,�
CB 1
EA
ATTN: MR. JAI IELINSKI
is 1
EA
3939 E. CORONADO STREET, 2ND FLOOR
ANAHEIM, CA 92807
INSTALL 22" X 13" CSPA 10 GAUGE.
112
LF
(714) 666-5415
CONSTRUCT TRAFFIC TYPE JUNCTION STRUCTURE PER CITY OF FONTANA STD PLAN NO.
122.---------
2
EA
CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2.
_____W=4'
2
EA
W=10' 1
EA
BASIS OF BEARINGS BENCHMARK
�:4)
CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN NO. 313-1, CASE E, H=2.
----W=4"
2
EA
......... .
W=10' 1
EA
BEING THE CENTERLINE OF MERRILL AVE, N89"44'00"E CITY OF FONTANA BM#281 EL=1232.12
AS PER PM#4143 AND THE FOUND 1 1/2 - PIPES TOP OF FIRE HYDRANT AT THE NORTHWEST
AT THE INTERSECTION OF MERRILL AND TANGELO AND CORNER OF MERRILL & ALDER.
THE INTERSECTION OF MERRILL AND LAUREL.
SHOULD CONSTRUCTION OF Tl --IE 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
STANDARDS IN EFFECT,
Q I'll
Ilm
15,10N DESCRIPTION
wl
m
r
0
m
PLANS PREPARED BY:
CITY OF FONTANA, CALIFORNIA
W WILLDAN
STREET IMPROVEMENT PLAN
13191 Crossroads Parkway North, Suite 405
Industry, CA 91746-34-97
(562) 908--6200
DRAWN BY,
SCB
ALDER AVENUE AND MERRILL AVENUE
SCALE:
NTS
UNDER THE SUPERVISION OF:
DESIGNED BY-
S C B
Tlfft� SHEET
DATE
06/30/2006
CHECKED BY:
Ac
ORONO NO,:
4004
Lo
ENNETH J, R[ KAVINA RCE, 42,56,5 DATE