HomeMy WebLinkAbout5186-2CURB RAMP WITH SPANDREL, TYP.
15% MAX. SLOPE
NOT TO SCALE
ISOMETRIC VIEW
6"
1" C.F.
OR ROLLED CURB
AS SHOWN ON PLANS
VARIES
0 TO 1' 6"
VARIES
4' TO 5'
VARIES
R/W
115% MAX. SLOPE
SECTION A -A'
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CURB RAMP WITHOUT SPANDREL, TYP.
FLOW LINE
R/W
NOT TO SCALE
15% MAX. SLOPE
WEAKENED PLANE JOINTS
AT 5' INTERVALS
TYPICAL RESIDENTIAL DRIVEWAY
EDGE OF DRIVEWAY
D/W GRADE BREAK AT R/W
JOIN AT
EXISTING R/W
/, /
TOP OF CURB
BACK OF S/W
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1" CURB FACE
SECTION B -B'
DRIVEWAY APPROACH DETAIL "B"
NOT TO SCALE
1x
8'
PLANTING
AREA
DETAIL "A": 2012 SPPWC STD. 111-5
CASE B TYPE 1 (MODIFIED)
FLOW LINE
EX. GL
4' DOWNSTREAM
TRANSITION
NOT TO SCALE
ROLL BACK CURB
PER DETAIL "D"
TYPICAL ROLLED CURB TRANSITION
8' UPSTREAM
TRANSITION
TOLERANCE TO
NEAREST 1/16"
ROLLED CURB DETAIL "C"
NOT TO SCALE
FLOW LINE
EX. GL
CONSTRUCTION NOTES
0
O
0
O
O
0
O
O
0
10
11
12
13
14
15
16
17
18
19
20
21
22
REMOVE EXISTING CONCRETE CURB, FENCE, SIDEWALK, WALKWAY, LANDSCAPE,
OR WALL.
REMOVE TREE AND ROOTS.
REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE
SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS
SHALL BE DISPOSED OF BY THE CONTRACTOR.
REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY PER DETAIL
"8", SEE SHEET 2.
REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY WITH CURB
AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1002
REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT ROLLED CURB PER
DETAIL "C", SEE SHEET 2.
CONSTRUCT FULL DEPTH ASPHALT CONCRETE SLOT PATCH.
CONSTRUCT 8" THICK P.C.C. CONCRETE PAVEMENT.
REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT
PER DETAIL "A", SEE SHEET 2.
REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT
PER CITY OF FONTANA STANDARD PLAN NO. 1003.
REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT
PER CITY OF FONTANA STANDARD PLAN NO. 1004.
CURB RAMP
CURB RAMP
CURB RAMP
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD PLAN
NO. 1006.
REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT CURB RAMP
PER SPPWC STANDARD PLAN NO. 111-5 CASE A, TYPE 6.
INSTALL NEW MAIL BOX AND POST.
ADJUST AUTOMATIC GATES AS NEEDED.
RELOCATE EXISTING FENCE AS DIRECTED.
RELOCATE EXISTING UTILITY (BY OTHERS).
ADJUST UTILITY TO GRADE PER OWNING FACILITY AGENCY
REQUIREMENTS.
PROTECT IN PLACE.
CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING.
REMOVE LANDSCAPING AS DIRECTED BY FIELD ENGINEER.
RESET EXISTING STREET SIGN PER CITY OF FONTANA STANDARD PLAN
AS 8,
MAILBOX/POWER POLE/FIRE HYDRANT
CURB FACE --\
NO. 4003.
4
4
20
4H:1V TAPER
a4. 2
2
a L-
4' CLR.
d 4
4'
Q
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a
4 a
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DETAIL "D": BACK OF WALK
NOT TO SCALE
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3
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0
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE
YOU DIG!
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CALL AT LEAST
TWO WORKING DAYS
BEFORE YOU DIG
Matta below
AS BUILT REVISION
6/1/15
M.G
GNP
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE 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.
KOA CORPORATION
PLANNING & ENGINEERING
3190 C. Shelby Street
Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
Prepared Under The Supervision Of :
DATE:
CITY OF FONTANA, CALIFORNIA
SIDEWALKS, ACCESS RAMPS, AND DRIVEWAY APPROACH IMPROVEMENTS
MING GUAN.
R.C.E. 75793 DRAWN BY:
BENCH MARK:B.M. NO. 321 ELEVATION=1124.03'
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK NO. 321
BEING THE TOP OF A FIRE HYDRANT, LOCATED AT THE WEST SIDE OF CITRUS
AVENUE OPPOSITE OF MALLORY DRIVE.
Recommended By :
DATE:
DESIGNED BY:
DETAIL SHEET
SCALE:
As Noted
DATE:
CITY ENGINEER MANAGER
R.C.E. 51152
CHECKED BY:
APPROVED BY:
CITY ENGINEER
SATE: /�
R.C.E. 51 1 .
DRAWING NO.:
5186