HomeMy WebLinkAbout3377-CE3PER DWG NO. 2807
SHEET 5 OF 10
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04• CONSTRUCTION NOTES
0 N I -D
(D - -i♦
0-) V) 0 Q) CONST. 4" AC PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL.
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0
1 V)6 CONSTRUCT 6" CURB & 18" GUTTER PER CITY STD. NO. 1003.
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04.8 <0(z� 15
w V) -Y STD. NO. 1003.
It (D CONSTRUCT 6" CURB ONLY PER CII
I FS WI O CONSTRUCT HANDICAP ACCESS RAMP PER 2001 CBC
04.9 71,, 15
LL- ACCESSIBILITY SECTION SEE DETAIL ON SHEET NO. 4.
05.10
00 0
0 ,j gFS z
0 OCONSTRUCT CATCH BASIN PER CITY STD. NO. 121 W/MODIFIED LOCAL
DEPRESSION PER DETAIL SHT. 4.
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15 INSTALL BROOKS PRODUCTS CB -3636 CATCH BASIN WITH BOLT DOWN STEEL TRAFFIC
' `� ' % e` �` `� �, O / / / 1 ' \ {
GRATE OR APPROVED EQUAL PER DETAIL HEREON.
0
Z
1j •
V) 0 INSTALL BROOKS PRODUCTS CB -24-24 CATCH BASIN WITH BOLT DOWN STEEL TRAFFIC
4% GRATE OR APPROVED EQUAL PER DETAIL HEREON.
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16 INSTALL 4" DIA. S.D.R. 35 PIPE.
7 c� 9
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2%1 INSTALL 8" DIA. S.D.R. 35 PIPE.
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16 CD
ch 10 INSTALL 12" DIA. S.D.R. 35 PIPE.
16'
IIII INSTALL 18" DIA. RCP (1350 D -LOAD)
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0 INSTALL 24" DIA RCP (1350 D -LOAD)
1,3"9108 2% 2' 1 -4- c4o 00
1 0 3;: INSTALL SID MANHOLE PER A.P.W.A. STD. PLAN 321-1 AND LOCKING MANHOLE LIDS
4' <
co 0�� Lli PER AP.W.A. STD. 210-2.
Q)
,` /\ t / / ' i i m INSTALL CLEANOUT PER CITY STD. NO. 128 MODIFIED FOR PVC PIPE.
-16
6' CA CONSTRUCT 4" PCC SIDEWALK PER ARCHITECT PLANS.
0j)
4% CD
07..5 5 c� 16 CONSTRUCT PCC MOWSTRIP PER ARCHITECT PLANS.
18 08.10
FS FS INSTALL W.I. FENCE & GATES PER ARCHITECT PLANS.
cv C, 0 15
(0 07.70
20 S INSTALL 4" P.C.C. (MIN) HARDSCAPE PER ARCHITECT PLANS.
f
N
7,> �16 FS 40
15 INSTALL SLOPED TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL
31
(93-37 6 RCP
=0+96.53 24 3.8 X z< 601 THROUGH 625 W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER
A=4�LLe CQ�, (3� DETAIL HEREON.
5' D1=36" 0
8=2,+ UA (�l �5, �6'
INSTALL TRENCH DRAIN PER POLYCAST 600 SERIES CHANNEL
C=2.78' 5=93.93 0) IS) N W/BOLT DOWN STEEL TRAFFIC GRATE OR EQUAL APPROVED PER DETAIL HEREON.
600
5.1 C\i - 5:1 SLOPE
10
*l '- , 0/
4. - INSTALL 4" VCP SEWER
.46, 1\ . 2
D
S INSTALL SEWER LATERAL & HOUSE CLEAN OUT PER CITY STD. NO. 125.
sw
-0 1 " PLASTIC WATER SERVICE INSTALLED BY FONTANA WATER
y -
U `4 -
DISTRICT.
P7 INSTALL 1 BACK FLOW PREVENTOR PER FONTANA WATER
16 V
U co DISTRICT.
lc� 0 INSTALL 1 P.V.C. SH 40. PIPE
1Y
6<ock 41
30 (�o
U0 t-3 15
'/444 @ 2" WATER SERVICE INSTALLED BY FONTANA WATER DISTRICT.
4
'.0 - cn
01 INSTALL 2" BACK FLOW PREVENTOR PER FONTANA WATER
17 DISTRICT.
(5 INSTALL 2" P.V.C. SH 40. PIPE
1:0�\ 00 INSTALL 1/2" P.V.C. SH 40. PIPE
7
lj) CONSTRUCT CONCRETE COLLAR PER A.P.W.A. STD. PLAN 380-3.
I - 4'
_ 362
'201- 9.10
00, CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN
3 8 FS
O 332
/119
Aj
-721'd 16 0 31 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. STD. PLAN
I -1j. �D
'4/ 0 -1.
340
98.65�W 7609 H
SEE
dool mom INE
r- w1A BENOi MARK:
# 615 BASIS OF BEARINGS: SCALE IN FEET
4/ 9 10 L=5.0' RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89*JO'06"E 0 20 40 60 80
9
@100% •0 OF CITRUS AVE. AND LOS CEDROS ALONG THE NO. LINE OF SEC. J0,
79
Od, 1E
AVE., IN POWER POLE NO. 901 T. 1N., R.5W, S.B.M. PER R.S. 5815,
Ol ON THE EAST SIDE OF CITRUS AVE. WAS USED AS THE BASIS OF
# 1467.59 BEARINGS FOR THIS PLAN
-,Og, I og 0 ELEVATION:
:D REV. REVISION DESCRIPTION DATE ENIGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL oM PATRICIA A. MARRUJO PARK, 5730 AVENAL PLACE
MADOLE AND ASSOCIATES, INC.
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0 AAN%VVVVVVVVVVVWW~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNERS R,, 1z DRAWN BY: PRECISE GR ING PLAN SCALE:
�j < 62 3 0 10601 CHURCH STREET, STE. 107 10=
'y JV 1 20'
E
DIAL ORKING 0. 18 RANCHO CUCAMONGA, CA 91730
Exp 9-30-05
tir �;c b NO Oq BEFORE BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (909) 948-1311 DESIGNED BY: DATE:
YOU DIG DIG C M.N. S. FEB. 2004
TOLL FREE 800-227-2600 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CA Date 7 VF CHECKED BY: AP VIED BY: DRAWING
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. RCE 62183 EXP. 9-30-05
I I I 1 7]
x4n TITY ENGINE R.C.E. 26690 DATE C;�48
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