HomeMy WebLinkAbout2971-3I. E 1 U IJUCLEAR
7"
1.0'
3" CLEAR
7"
14" CLEAR
4 @ 12" O.C.
#4@G"O.C.
SECTION A -A
NTS
71 VARI E5 2.4 TO 3.G 71I
NOTE: (f'c=3000 PSI)
(SPECIAL INSPECTION OF CONCRETE REQUIRED)
18" HORIZ. BY 12" VERT #4
AT G" O.0 (BOTH SIDES)
F
1 1/2" CLEA"#4 @ 12" O.C.
r #5 @ G"O.C.
14" CLEAR
@ 1211 O.C.
3" CLEAR
#4 @ G" O.C.
SECTION B -B
NTS
71 3. G' 711
NOTE: (f'c=3000 P51)
(SPECIAL INSPECTION OF CONCRETE REQUIRED)
I
ISCALE: 1 "=20'
0 40 80 120
N 000 1 138" E
a 8 a a
_'%---PROPOSED R/W
0
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N : i
TOLL FREE 1-800-227-2400
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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4' ADD'L. DEDICATION
PER SEPERATE
DOCUMENT
A.C. LEGEND
A.C. OVERLAY
NEW A.C.
A.C. REMOVAL
REV. I REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
x
cp 01
r� 01) 1/ r
C()
17
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 CONDITIONS AND
STANDARDS IN EFFECT.
CONSTRUCTION NOTES
I . INSTALL 4.5" AC OVER 7" AGG 13A5E**
2. CONSTRUCT 8" PCC CURB AND GUTTER PER CITY 5TD 1003
3. CONSTRUCT SIDEWALK PER CITY STD. 101 5
4. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 102-C (W=40')
50 CONSTRUCT CATCH BA51N PER APWA STD. 300-1 , W=24' (5EE SHEET 4)
5AWCUT EXISTING AC PAVEMENT
70 REMOVE EXISTING AC PAVEMENT
80 INSTALL MIN 0. I' AC OVERLAY
9tJ CONSTRUCT REINFORCED CONCRETE BOX
PER DETAIL SHEET 3.
I@C CONSTRUCT UNDER5IDEWALK DRAIN PER CITY 5TD. 124 W=2'
(MODIFIED PER 5HEET 4)
I I INSTALL STREET LIGHT PER CITY STD. 101 G (BY OTHERS)
I CONSTRUCT LOCAL DEPRE5510N PER APWA STD 3 13-0, CASE B
(SEE SHEET 4). H=4" H,=4.25" M=2'-10"
L=0' N=2' Wo=24'
Prepared Under The Supervision Of :
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345 5TH STREET, SUITE B �� MELVIN W.
UU C9�U+
DRAWN BY:
L�lj
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(909) 748-7777 FAX (909) 748-7776 39964111 ro
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APN 0235-13 1 - 1 3 � 14
DATE I ENGR. I CITY I DATE
x
cp 01
r� 01) 1/ r
C()
17
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 CONDITIONS AND
STANDARDS IN EFFECT.
CONSTRUCTION NOTES
I . INSTALL 4.5" AC OVER 7" AGG 13A5E**
2. CONSTRUCT 8" PCC CURB AND GUTTER PER CITY 5TD 1003
3. CONSTRUCT SIDEWALK PER CITY STD. 101 5
4. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD 102-C (W=40')
50 CONSTRUCT CATCH BA51N PER APWA STD. 300-1 , W=24' (5EE SHEET 4)
5AWCUT EXISTING AC PAVEMENT
70 REMOVE EXISTING AC PAVEMENT
80 INSTALL MIN 0. I' AC OVERLAY
9tJ CONSTRUCT REINFORCED CONCRETE BOX
PER DETAIL SHEET 3.
I@C CONSTRUCT UNDER5IDEWALK DRAIN PER CITY 5TD. 124 W=2'
(MODIFIED PER 5HEET 4)
I I INSTALL STREET LIGHT PER CITY STD. 101 G (BY OTHERS)
I CONSTRUCT LOCAL DEPRE5510N PER APWA STD 3 13-0, CASE B
(SEE SHEET 4). H=4" H,=4.25" M=2'-10"
L=0' N=2' Wo=24'
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
THATCHER ENGINEERING
STREET IMPROVEMENT PLANS
QQ�OFESS/0��1
& ASSOCIATES
345 5TH STREET, SUITE B �� MELVIN W.
DRAWN BY:
ELM AVENUE
SCALE:
REDLANDS, CA. 92374 THAT
7s�
(909) 748-7777 FAX (909) 748-7776 39964111 ro
JV
APN 0235-13 1 - 1 3 � 14
AS SHOWN
LAND PLANNING CIVIL ENGINEERING Exp. 12/31/01
CIVIL P
+450' NORTH O A Y BLVD TO +G 10' NORTH
60
DESIGNED BY:
DATE:
LANDSCAPE ARCHITECTURE SURVEYING- 9%
M
DK 0 . / UP 00-028
OCT. 2001
CHECKED BY:
'
ROVED BY: G�wG
—
DRAWING NO.:Y5.
297I
Melvin W. Thatcher, III R.C.E. 39944 Exp. Dec 31 , 200 a` CALF P
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ate repare
esign y
yawn y
e erence o.
ee
TY ENGINEER RC.E. 51152 EXP. 9 30 01
91801
10129/01
M.W.T.
JV/Mh
91801R3
3/b
LD 6—