HomeMy WebLinkAbout4938-3SEE SHEET 2
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EXISTING FIBER
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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REVISION DESCRIPTION
TRACT
BOUNDARY
DATE I ENGR.I DATE I CITY
SHOULD CONSTRUCTION OF 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
SEE SHEET 4
CONSTRUCTION NOTES
2 INSTALL 24 RCP (D -LOAD PER PROFILE)
3 CONSTRUCT MANHOLE PER CITY STD. 3012
5 CONSTRUCT HEADWALL PER CITY STD. 3020
6 CONSTRUCT TRASH RACK (CASE A) PER CITY STD. 3021
10 INSTALL RIP -RAP PER C/ILLOUT SHOWN ON PLAN
11 CONSTRUCT BASIN ACCESS ROAD PER PLAN
12 CONSTRUCT 4' AC PAVEMENT (MIN) OVER 17' OF 95% COMPACTED NATIVE SOIL
PER SOILS ENGINEER
13 CONSTRUCT GUNITE SPILLWAY PER SPILLWAY DETAIL AND PLAN VIEW SHOWN HEREON
16 CONSTRUCT 18" R.C.P. (D -LOAD PER PROFILE ON SHEEP 4)
17 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. 3009
CASE 1 , A-45')
CONSTRUCT DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG
1
18CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022
BASIS OF BEARINGS:
CURVE AND UNE TABLE
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00@01'12" W
RADIUS DELTA LENGTH TANGENT
BEARING
A
- - 8.001 -
N4604'43"W
B
22.50' 4600'00" 17.67' 9.32'
-
C
- - 17.06' -
S89'55' 17" W
D
- - 47.12' -
S89'55'170W
DATE I ENGR.I DATE I CITY
SHOULD CONSTRUCTION OF 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
SEE SHEET 4
CONSTRUCTION NOTES
2 INSTALL 24 RCP (D -LOAD PER PROFILE)
3 CONSTRUCT MANHOLE PER CITY STD. 3012
5 CONSTRUCT HEADWALL PER CITY STD. 3020
6 CONSTRUCT TRASH RACK (CASE A) PER CITY STD. 3021
10 INSTALL RIP -RAP PER C/ILLOUT SHOWN ON PLAN
11 CONSTRUCT BASIN ACCESS ROAD PER PLAN
12 CONSTRUCT 4' AC PAVEMENT (MIN) OVER 17' OF 95% COMPACTED NATIVE SOIL
PER SOILS ENGINEER
13 CONSTRUCT GUNITE SPILLWAY PER SPILLWAY DETAIL AND PLAN VIEW SHOWN HEREON
16 CONSTRUCT 18" R.C.P. (D -LOAD PER PROFILE ON SHEEP 4)
17 CONSTRUCT JUNCTION STRUCTURE PER CITY OF FONTANA STD. 3009
CASE 1 , A-45')
CONSTRUCT DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG
1
18CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022
BASIS OF BEARINGS:
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00@01'12" W
ORIGINAL BENCHMARK (SINCE DESTROYED)
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
SPIKE IN NORTH FACE OF POWER POLE
PIR) LIME INVESTMENTS, LLC
NO. 1536697E AT THE S.W. CORNER OF SULTANA
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
SITE BENCHMARK
CALIFORNIA 91730SAN
BERNARDINO COUNTY BENCHMARK NO. 7-15
(909) 291-7600
"1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
FAX (909) 291-7630
34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
2.1 MAX
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
N ..
ADJIlS1ID HYATKN 1185.63
TRACT
BOUNDARY
R
RETAINING wnu
EXISTING GROUND �
1"-20'
LINE Or
SEE PROFILE
ON SHEET 4
10+03.89 BEGIN 18" RCP
C/L INT. 10+00.00 UNE "E"=
19+10.00 SULTANA AVE.
STORM DRAIN IMPROVEMENTS
PER DWG. NO. 4944
1280.0 BOTTOM
OF BASIN
--12+97.65 BC (SEE SHEET 4
INV=1282.52 (FOR PROFILE
12+95.31
C/L MH/4
12+92.97 (SEE SHEET 4
INV=1281.46 (FOR PROFILE
EXISTING R/W
::�STREET IMPROVEMENTS
PER DWG. NO. 4943
EXISTING WATER
�-rSE
IM BASIN OUTLET PIPE
SHEET 4 FOR PROFILE)
PROPOSED RISER
GUIDE POLE BY OTHERS
PROPOSED RISER
POLE BY OTHERS
PROPOSED RETAINING WALL
AND VIEW FENCE WALL PER
SEPARATE PLAN & PERMIT
1290.00
1280.0 BOTTOM
OF BASIN
C TYPIC4 SECTION
3
NOT TO saw
LOT
LINE
zo
PROPOSED RETAINING,
GARDEN WALL PER
SEPARATE PLAN &
PERMIT
2'
PROPOSED PAD TS
RETAINING
WALL PER PLAN
1280.0 BOTTOM
OF BASIN
(**'D_TYPICAL SECTION
3 NOT TO scac
z
PROPOSED VIEW FENCE
WALL PER SEPARATE
i LOT PLAN & PERMIT
W LINE R
7, >`I 2, 10' 12'
rtTYPICAL SECTION
3 NOT TO scu_c
ro
s�r ori M
0
-7
'' w
771p-
P/L 12a� .g2 . o :. :...128 .g2
LOT "�" ,
cv ' 2:1 •,$L' OPE' ' ' ACCESS
ROAD
TOP 0 SPI WAY , • :' ; : .
BER
2:1 SLOPE -0 i
3:1 SLOPE
-OG
4" THICK CONCRETE MAT (560-C-3250)
WITH 6"x 6", 1.4 x 1.4 W.W.M.
SPILLWAY DETAIL
PLAN VIEW
NOT TO SCALE
r -TOP OF BERM 35, TOP OF ACCESS ROAD -
21 4' 27' 49 2'
2. 1 1 SPILLWAY n-1 �-
F SECTION VIEW 4" THICK CONCRETE MAT (560-C-3250)
3 NOT TO SCALE WITH 6*x 6', 1.4 x 1.4 W.W.M.
FILENAME: 1:\15947 Young Homes Lime I and II\Lime 11 Tr. 18676\ DWG's\ FINAL DESIGN\Storm Drain\Ultimate Intract\ 18676-SD3/dwg
17.5'
6' 7' WIDE
P/L PROPOSED VIEW FENCE
BERM
WALL PER SEPARATE PLAN
p
& PERMIT
2910' R/W 12'
TOP OF SPILLWAY\ LOTTO PROPOSED SULTANA
DETENTION 1288.0 \
SIDEWALK AVENUE
..:.:.....
2.1 MAX
N ..
pip
3.1 MAX
�:..
4" THICK CONCRETE MAT (560-C-3250) -:. :...
--�
WITH 6"x 6, 1.4 x 1.4 W.W.M.
G SECTION
VIEW
3
NOT TO SCALE
Prepared By:
CITY OF FONTANA, CALIFORNIA
............. ................. ..................
...... ......
........................ ........... ALLARD ENGINEERING
QRpFESS/ON
a No J. q ��
STORM DRAIN IMPROVEMENT PLAN
.............
.............. ........................
...........
........... Civil Engineering - Land Surveying - Land PlanningC9�
o
DRAWN BY:
SCaLE.
8253 Sierra Avenue
Fontana, California 92335
Z
No. 36052 M
RRA
TRACT N0. 18676 & 18676.1
AS NOTED
DESIGNED BY:
RRA
DATE:
MAY, 2012
U
(909) 356-1815 Fax (909) 434-1820 a; Exp. 6/30/12
D TION BASIN
r
S 'L�
Aa nd J. Allard, A.C.E. 36052 Date
Q
�qrF C 1 V %�
OF' CALF
CHECKED BY:
APPR D
DATE: �'
DRAWING NO.:
3
(expires 6/30/2012)
RJA
4938
5
CITY ENGINEER R.C.E. 51152
FILENAME: 1:\15947 Young Homes Lime I and II\Lime 11 Tr. 18676\ DWG's\ FINAL DESIGN\Storm Drain\Ultimate Intract\ 18676-SD3/dwg