HomeMy WebLinkAbout5289-2r1
9 F-
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JOIN
LIMIT OF
CURB RETURN
2' TYP.
CROSS GUTTER
• • •
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0 I-
I—
C‘
Mm
J
U
**
CURB RAMP WITH
SPANDREL DETAIL "A"
NOT TO SCALE
2:1
MAX
N'LY
PROP.
R/W
EX.
R/W
50'
EX.
R/W
S'LY
PROP.
R/W
5'
40'
7'
36'
5'
7'
J
**
5.
18'
18'
**
5.5
VARIES
0.4%-3.5%
6'
8'
EX CL
WIDEN AROUND OBSTRUCTIONS TO PROVIDE 4' MIN. LOOKING EAST
CLEARANCE AS PER DETAIL "C"
0.5'
SECTION B -B
ISOMETRIC VIEW
3.5'
3'
SECTION A -A'
TYPICAL CROSS-SECTION
NOT TO SCALE
MAILBOX/POWER POLE/FIRE HYDRANT
CURB FACE —►
FLOW UNE
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4:1 TAPER
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4
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4 4.
4
A• • 4' •' -
4' CLR.
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DETAIL "C": BACK OF WALK
WEAKENED PLANE JOINTS
AT 5' INTERVALS
TYPICAL RESIDENTIAL DRIVEWAY
* MODIFIED DRIVEWAY TO BE USED ON THE FOLLOWING PROPERTIES: 9067 SIERRA / 16929 MARTIN / 16939 MARTIN
MODIFIED CITY STD. 1001 DRIVEWAY APPROACH DETAIL "B"
UNDERGROUND SERVICE ALERT (USA)
IT'S THE LAW!
DIAL BEFORE
YOU DIG!
CALL AT LEAST
TWO WORKING DAYS
BEFORE YOU DIG
.. r
Knowwhsts WOK
Call betas doe aO.
REV.
REVISION DESCRIPTION
NOT TO SCALE
DATE
ENGR.
CI TY
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.
RESTORE AND
GRADE TO MATCH
EXISTING, TYP.
MATCH TO
ELEV
ELEV
ELEV
CONSTRUCTION NOTES
10
12
13
14
18
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 ROAD AND CONSTRUCT 4.0" MIN ASPHALT CONCRETE OVER 12"
MIN OF 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO.
400.
CONSTRUCT 6" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER
CITY OF FONTANA STANDARD PLAN NO. 1000.
CONSTRUCT 8" THICK ASPHALT CONCRETE SLOT PATCH.
REMOVE EXISTING SPANDREL AND CONSTRUCT 8" THICK P.C.C. SPANDREL OVER
12" MIN 95% COMPACTED NATIVE.
CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 6" MIN 95% COMPACTED NATIVE
PER CITY OF FONTANA STANDARD PLAN NO. 1006. (W=5')
CONSTRUCT SPLIT FACE CMU TAN COLORED BLOCK SLOUGH WALL PER APWA
STANDARD PLAN NO. 622-4
INSTALL CHAIN LINK FENCE PER APWA STANDARD PLAN NO. 600-3.
INSTALL WALK GATE PER APWA STANDARD PLAN NO. 600-3.
RELOCATE EXISTING FENCE AS DIRECTED.
N'LY R/W
EXISTING GROUND
EXISTING
STEPS
21 PROTECT IN PLACE.
22 REMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY
TRANSITION OVER 12" MIN 95% COMPACTED NATIVE.
23 CONSTRUCT REINFORCED CONCRETE STAIRWAY PER APWA
STANDARD PLAN NO. 640-4, MATCH TO EXISTING STEPS.
CONSTRUCT CHAIN
LINK FENCE ON TOP
OF BLOCK WALL
EXISTNG
1220.10
4" STEP
1219.80
4" STEP
1219.50
•
,•
•
APN: 0194023110000
ADDRESS: 16966 MARTIN AVE.
4
• •
4
4.4
CROSS SECTION A -A CONCRETE STEPS PROFILE
AND ISOMETRIC VIEW FOR DETAIL "1"
N'LY R/W
MATCH TO EXISTING
ELEV 1221.01
7" STEP
ELEV 1220.42
7" STEP
ELEV 1219.84
EXISTING FENCE
EXISTING GROUND
1.5' LANDING
1
•
C&G•
APN: 0194023120000
ADDRESS: 16976 MARTIN AVE.
NOT TO SCALE
1PAVEMENT
EXISTING
STEPS
RELOCATE EXISTING
FENCE BEHIND
BLOCK WALL
CUT AT
BOTTOM OF
STEP
PROPOSEb •
SIDEWALK
.4
CROSS SECTION B -B CONCRETE STEPS PROFILE
AND ISOMETRIC VIEW FOR DETAIL "2"
4 PLANNING & ENGINEERING
3190 C. Shelby Street
Ontario, California 91764
Tel: (909) 890-9693 Fax: (909) 890-9694
BENCH MARK:B.M. NO. 436 ELEVATION -1219.49'
DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK NO. 436
BEING A PK NAIL IN CURB LOCATED AT THE NORTH EAST CORNER OF MARTIN AVE.
& SIERRA AVE.
NOT TO SCALE
Prepared Under The Supervision Of :
•
CITY OF FONTANA, CALIFORNIA
•
STREET IMPROVEMENT PLANS
DRAWN BY:
AO
DESIGNED BY:
AO
A, CHECKED BY:
DATE: 03/1.> MG
MING GUAN. R.C.E. 579
DETAIL SHEET
ITY ENGINEER
dv -act
DATE: ' 641f
R.C.E. 51152
SCALE:
As Noted
DATE:
DRAWING NO.:
5289