HomeMy WebLinkAbout5449-2N'LY S'LY S'LY
W'LY
E'LY
R/w EX. PROP.
82 R/W R/W
EX.
R/W
EX.
R/W CONSTRUCTION NOTES AND QUANTITIES
60'
44' 30'
8'
30' VARIES 30' TO 32
3 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE
Q
AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE
DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING.
45'
42'
I
O CONSTRUCT 8" CURB AND GUTTER OVER 12" MIN OF 95% COMPACTED NATIVE PER
13'
32'
5,5' '
I
7'
20'
22'
CITY OF FONTANA STANDARD PLAN NO. 1000.
7 CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE
11' 19'
4.5' 2' 12'
SUBGRADE PER CITY STD. 401.
OCONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN OF 957. COMPACTED NATIVE
PER CITY OF FONTANA STANDARD PLAN NO. 1006.
6'
I
I
GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL
MIN
RESTORE
AND
I 20 -A-, SEE SHEET 2.
3 I
8
GRADE
TO MATCH (
8
EXISTING,
TYP.
(2%) VARIES
VARIES 7
2:1
VARIES VARIES
19'
--- ----_
2.5%-4.4%
2%
2.1
MAX
2%
--.._._1.1
VARIE %-
( 2.9%) (1.7%-2 990)
----
MAX1.4%-2.9%
, _
•
r►+ ,\ \'� / f`/.�!��\��/,�/� /'�\
,�\ f� • ;`fit
��\`.:�/.:
RESTORE AND
\�;�'
+:r / / \
jl
EX. 20 6
GRADE TO MATCH
6
EX.
EXISTING, TYP.
,..�
TYPICAL CROSS SECTION MERRILL AVE
NOT TO SCALE
�yQr Lv
TYPICAL CROSS SECTION LAUREL AVE
NOT TO SCALE
SAWCUT AND REMOVE INSTALL GROOVES PER
2' 2' EXIST. PAVEMENT CITY OF FONTANA GROOVING
MIN MIN REMOVE EXISTING CURB AND DETAIL STD 1003 OS,
GUTTER WHERE APPLICABLE.
GRIND 0.10' MIN PROP R/W
EXIST. PAVEMENT AND I I PROPOSED
OVERLAY 0.10 MIN, i
CURBAND GUTTER OR AC DIKE S/DF4Yq
•4 • '
EXISTING PAVEMENT NEW PAVEMENT 12% MAX. SLOPE � ; � • �- . • =•;. � % .�'• • �P' .• {' .• :,= .•: • '� ''
REMOVE REDWOOD ,�!:. ,` .:• •,. ;` f,.
HEADER WHERE g
APPLICABLE. •
GRIND AND OVERLAY DETAIL A
:. , A.
NOT TO SCALE
's•
SECTION B -B
ISOMETRIC VIEW R/W
_ I
R/W
A' R/W
"X" "W" » X"
C 14
CN
B B'
FLOW UNEP
WEAKENED PLANE JOINTS A
i AT 5' INTERVALS
I
f ►1 SECTION A—A TYPICAL RESIDENTIAL DRIVEWAY
MODIFIED CITY STD. 1001 DRIVEWAY APPROACH DETAIL "B"
NOT TO SCALE
ISOMETRIC VIEW
R/W
SECTION A -A'
R/W 12% MAX. SLOPER/W
A'
sex" "W" nX"
-- -- -- -- -- -- -- --
INSTALL GROOVES PER
CITY OF FONTANA GROOVING
DETAIL STD 1003
2% MAX. SLOPE
B B'
FLOW LINE
WEAKENED PLANE JOINTS A-
AT 5' INTERVALS
TYPICAL RESIDENTIAL DRIVEWAY
EDGE OF DRIVEWAY
D/W GRADE BREAK AT R/W-7
1" CURB FACE
DRIVEWAY APPROACH DETAIL "C"
NOT TO SCAI E
TOP OF CURB
BACK OF S/W ---I
SECTION B—B'
UNDERGROUND SERVICE ALERT (USA) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED KOA CoRpomuoN Prepared Under The Supervision Of CALIFORNIA
CITY OF FONTANAp
IT'S THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO y� �R4F ESSI\NG G11.1 PLANNING 8+ ENGINEERING DETAILS AND TYPICAL CROSS SECTIONS
DIAL BEFORE 0YEARS OF THE DATE OF APPROVAL SHOWN HEREON W �, 3190 C Shelby Street DRAVti'N BY: SCALE:
MERRILL AVENUE
YOU DIG! AND CARRIED FORTH IN A DILIGENT MANNER, THE � No. 75793 � Ontario, California 91764 As Noted
� Tel: (909) 890-9693 Fax: (909) 890-9694
CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 6/30/16 ,� DESIGNED BY: AND DATE:
CALL AT LEASt+ 1 BENCH MARK: B.M. NO. 274 ELEVATION= 1,244.23 LAUREL AVENUE
TWO WORKING DAYS Know whars below. PLANS TO BRING THEM INTO CONFORMANCE WITH �T9TfpFICAL`E04�\VILP DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK N0. CHECKED BY: APER "EDB DRA'rtiING NO.:
BEFORE YOU DIG Call before you dig. 274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN. / •, � 2
STANDARDS IN EFFECT. DATE:3�;/IG DATE3.2%/6 5449 9
Mh�1( JAN. R.C.E. 75793 CITY ENGIN R .C.E. 11 2