HomeMy WebLinkAbout5840-2W'LY CL E'LY
R/W I R/W
60
1.9 30 30'
12' 12' 101
0.5' 4' 7.5' 18' 18' 6.5' 5.0' 0.5'
EXIST. MATCH EXISTING 3
SIDEWALK I
2. ��2
FINISH
��------- ------ GRADE 20 0 20 40 60
BENNETT AVENUE
TYPICAL SECTION SCALE: 1 "=20'
NOT TO SCALE
I ,1g I
LO
,,323�" I Fe Pe I Fe N
+ 8 N
—1 N STA. 22+44.27 O N 90°00'00" E 132.00' rnM A0018 H9
END SIDEWALK `V
END CONST. 3 O �j
STA. 22+38.37
O O CL
F �G LO Q
� o Z
z
�� Q zri Q
Ia.
6 0 £o
<.:
W Oo ST
CL 30' A. 22+04.78 ,aza O
S. WIDE DRIVE APPROACH 4 O
NdN ' .
O
D N �.
N 90°00'00" E
01
100�
0
PQ N• N Fe
/1
0
W+
S 21' 1 o T0 0p
L(20 45)1-
ZN
Z
W
+28-23
MA l 21 EXIS
20 SgEXIST
M
1(19.9 7)FLC
EX. RIGHT-OF-WAY
11
18- v
0 1NV �� (1
FS
0
I 1
EX. SEWER MAIN
FOOTHILL BLVD = 10+00
BENNET AVE = 20+00
sn
�
w -
Q CDU�
v' ± Ln
o EXISTING SEWER MAIN
o PER DWG. NO. 28/100
cn
c�
0
Z
X
10+50 — � — 11 +00 II W
FOOTHILL BOULEVARD
WILY
R/W
W
11 +50 12+00
9+50 10+00 10+50 11 +00
CL
V
STREET CONSTRUCTION NOTES:
01 CONSTRUCT 4" THICK A.C. PAVEMENT OVER 3" THICK CLASS II BASE PER CITY OF FONTANA STD PLAN 400.
SOILS ENGINEER TO PROVIDE FINAL PAVEMENT SECTION TO CITY FOR APPROVAL. (SEE GENERAL NOTES 31 & 32)
O2 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000.
O3 CONSTRUCT 4" THICK SIDEWALK PER CITY OF FONTANA STD. PLAN 1006.
O4 CONSTRUCT 8" THICK COMMERCIAL DRIVE APPROACH PER CITY OF FONTANA STD. PLAN 1002.
0GRIND MIN. 0.10' EX. A.C. PAVING, OVERLAY WITH MIN. 0.10' A.C. PAVING PER PAVEMENT JOIN DETAIL ON SHT. 2.
O6 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
0SAWCUT AND REMOVE EXISTING CURB AND GUTTER.
O8 SAWCUT AND REMOVE EXISTING SIDEWALK AND REPLACE WHERE SHOWN.
O9 REMOVE EXISTING SIGN.
10 CONSTRUCT LED STREET LIGHT — S.C.E. PART # 10205809 (41 WATT) PER PER CITY OF FONTANA STD.
PLAN 404 (CASE 1).
11 CONSTRUCT CURB DRAIN WITH CASE I INLET PER S.P.P.W.C. STD. 150-3, SIZE = 4" PVC PIPES (3 EACH).
12 INSTALL DETECTABLE WARNING SURFACE PER ADA REQUIREMENTS. SEE DETAILS ON SHEET 2.
VARIES PER PLAN
PROFILE SCALE:
HORIZ. 1 "=20'
VER T. 1 "= 2'
11 +50 12+00
LEGEND:
32g0�
— INDICATES
EXISTING CONTOUR
—
— INDICATES
STREET CENTERLINE
— —
— INDICATES
FLOW LINE
— INDICATES
4:1 SLOPE FACE
— INDICATES
PROPOSED CONCRETE
— INDICATES
PROPOSED PAVING
— INDICATES
CONCRETE TO BE REMOVED
— INDICATES
PAVEMENT TO BE REMOVED
FS —
INDICATES
FINISH SURFACE
TC
— INDICATES
TO OF CURB
FL
— INDICATES
FLOW LINE
INV
— INDICATES
INVERT
C.F.
— INDICATES
CURB FACE
O O O O
0
0
OO A A
g
1.67"
OO O O
co
APPROX.
LO
MQ
O O O
tA131. COLD PLANE I SAWCUT & REMOVE
41.25' R/W8.75' ADDITIONAL i EXISTING A.C. 2' MIN. 1' MIN. EX. PAVEMENT
DEDICATION PAVEMENT CURB FACE CURB FACE
36.3' 114'f I - - APART AT TOP
MATCH EXISTING 5't 9't I TYPICAL PLAN 0.91,
EX. SIDEWALK 3 — — — I PROPOSED PAVEMENT AT BASE
WHERE SHOWN 0.10' MIN. COLD I AND BASE MATERIAL
2 076 — — — — — PLANE AND OVERLAY I �� TAPERED
— — — — — — .0% EXIST. CURB -------------- EXPOSED HERE
— — — — — — — — — —2� — — — &GUTTER = _ � 0.2" HT TYPICAL SECTION A -A
— — — — — � PAVEMENT JOIN DETAIL TYPICAL SECTION A -A
EAST FOOTHILL BOULEVARD NOT TO SCALE DETECTABLE WARNING SURFACE 12
TYPICAL SECTION NOT TO SCALE
NOT TO SCALE
BENCHMARK: A lio
SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
QRpFESS/O�
IMPROVEMENTS NOT COMMENCE WITHIN TWO �� PRD K �� S/TETECh�irvc. STREET IMPROVEMENT PLAN
BENCHMARK # EV1237 — 0.4 MI E FROM FONTANA. 0.35 MILE EAST ALONG THE ATCHISON, e �� �� �9� F2
TOPEKA AND SANTA FE RAILWAY FROM THE STATION SIGN AT FONTANA SIDING, SET BRASS DISK IN YEARS OF THE DATE OF APPROVAL SHOWN HEREON m`�� �w z DRAWN BY: SCALE:
TOP OF WEST CURB OF MANGO AVE., 6.0 FEET SOUTH OF PP 1595386E, 55 1 /2 FEET SOUTH OF 16814 FOOTHILL BOULEVARD
DIAL TWO WORKING AND CARRIED FORTH IN A DILIGENT MANNER THE w NO. 3ss66 m 8061 CHURCH ST. HIGHLAND CA 92346 PO BOX 592 BAM AS SHOWN
SOUTH RAIL, 7 1 2 FEET EAST AND 7 1 2 FEET SOUTH OF THE NORTHEAST CORNER OF A 6 FOOT Exp. 6— —20 PH: (909) 864-3180 FAX: (909) 864-0850 FOOTHILL BLVD. & BENNETT AVE.
/ / BEFORE DAYS BEFORE * * DESIGNED BY: DATE:
CHAIN LINK FENCE, AND 1 1/2 FEET BELOW TRACKS. YOU DIG YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE s� �� BAM STREET IMPROVEMENT PLANS 09/19/19
ELEVATION = 1256.61 TOLL FREE 811 PLANS TO BRING THEM INTO CONFORMANCE WITH 9pFOF�CA`\�0�� �09 19 19 CHECKED BY: PROVEVB �4►1�(� 9/23/19 DRAWING NO.: 2
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIP11ON DATE ENGR. CITY DATE STANDARDS IN EFFECT. NHAR . MAYER R.C.E. 36866 BKM CITY ENGINEER DATR.C.E. 51152 5840 2