HomeMy WebLinkAbout1270-10� N O 0 N 0
0
ori o
(V + -n
0
V2" checker plate cover
20' Alhambra Foundry 1094 1
style 'A' nosing
10,69 rc Const. 20' Curb
both sides
18' -
9
._
• . •
09.416F ,.
20 tapered to 6 Curb
same reinforcement as Sect. C -C
SECTION D. D '
no scale
12.26 2'x 2' Grate
Swale —"� swale
2all
' �
• 10" ec . Pipe Id'
e„ 51 •g..
• F L ' • .
DETAIL B
no scale
Wall
2'
�� swgle
' Concrete
W/mesh
SECTION B- B
no scale
N'ly
R/W q_
30' 30'
S' ly
R/W
r:V
12 8' I0' 10 8' 12'
tm..Per ft, 1 .26' I .16' .56' .31'
LEVEL LINE
Ca FeatherEx. Paving
Overlay 6" Ca G
TYP• CROSS - SECTION ATHOL ST. (PLANNED
f " r+ 10'
Exist. Apts. I 3) Manhole frames and covers shall be constructed hof below finished grade by the
-- — — 9054 SEWELL + sewer contractor and shall be raised t6 geade at the completion of the paving by
Driveway°D +
w 0 O ��� Z �_� the paving contractor.
.� o p Fd. I" I.P. w/plug I 4) Water valve covers shall be raised to grade by the grading contractor.
18 I 1201- II Driveway 1 I No, not clear
• 0
• I;' �,F`' - - - - -- . • '.®••� N 5) Adequate stakes shall be set by the engineer to enable the contractor to construct
2 t I ---_---_ .---------- 3 ;.•:.••i; `' ..' _--..-.-.-.-.__._., d. P.K. nail
' � •' � p the work to the planed grades,
1 �; E -
•- - -
------------•----- .a 2'wide Swale • ,. ��� j ,. 9 Per Cit
I IF, 1 s, • ,:q� .'9,• Tis X402 6) All driveway approaches shall be located in the field of time of construction.
r II
_ 'tai' �, +oma a - �. - - r - - - - Exist. 2 Gas Line . / "Li'. per
IJ' i Exist. House 16646 Athol St. �' ; • .• •• I - = N ro - -- - -- TR 3530M47/7 7) As built pions shall be provided to the City by the contractor.
L� 0 --
ao Exist. 6" Water LineINo°f2'38"w
L ,
FH'
4 i 1 j i 1 4�� N O° 11'50"W - 252.01 786.0
•° Existing6 Conc. Wall + io --k. - - -OLD �. - BENCH MARK CITY BM # 312
1 i • • �' i"; f #xti �. . _ N 0° I I' 50"W
8 5 stri Sewer a Drainage 1 - t - s : - SEWELL ST. Brass plug In center of SW curb return of Merrill and Sewell. Elev. 1229.77 ft.
10,69 I Ease ent per O.R.4140/369 1 See Detail B • : , IES
D (to be maintained, by 0+42.96
> 09.8M'L Property Line 1 7 +a• �`��` o o
property owners) p a.�► o��° ,� Rae. Pt. 12.56 OD
M.H.
Ni. H•! _ N -• . ` o�� �ti t1. a k r �? / — 0 ' 7 . 7 7rC`77c'
- _--aye--'==Y=•t„' �7` o -� r-
FL
1205-06 V�
4 I l 56 TC00'P�
Exist. 8” Se Wer
I • • • 11.39 FL 4 •q i d'.� }r • g Lot. 1202 1210JFL
Exist. 811 Sewer I I , 1 't, y` { , 3'; `, ' . • : S= 1.35°
Lot. 1201 11.30 TO - ----- -- -- ---- /0 3
V)' �� , 09.97 FL 7' strip storm drain easement Exist. Chain- - - - - - . '
:� `°• z° link Fence o n F. 't• ay 0 MERRILL
I°' a Structure ,� `o ° •• ®.•'.. w 4 -
Discharge r
Exist. see Detai I 'A' VACANT + w �0 8 _j X
I Dirt. Bank 4 W g 'rn W w
i I• a-
11 I - Driveway 0 Q W z
Proposed 6 C a G 1/2"checker plate cover. AF 1094 style 'A' nosing 5 W_ 2 e' IL. �
`n D N
per City Dwg. No, 762, D-610
Edge of Exist. Pavement el, �
• �I
i
11
• W varies (• ( 6 W varies
I #3 na 12" #3(Z (a 12"
X211 Cir.1 + I
-- T--�•�.1-.
---- --- .
a.
W/2 ''- W/2 --} "
7- 7+y4 Ivnynvvinul
bars 2" Cir.
SECTION C- C
no scale
rn
50'
rM
25' do 25'
20 ' 30,
LLLYEL—' LINE .-. arms — — --
Varies
•�: A*
4.
0 '
.► 2
TYPICAL CROSS— SECTION SEWELL ST.
NO SCALE
R
9053 SEWELL a
6" ESTIMATE OF MATERIALS a SIT E
ATHOL
OV3 (@ 6 11 - - -
28gs SQ FT 2" A.C. paving over compacted native soil
CONSTRUCTION NOTES
IO
Const.
2 i A.C. paving over compacted native soil
�2
Gonst.
6'1 curb and gutter per City Std. 101
�3
Const.
4" concrete sidewalk per City Std. 102
®
Const.
driveway approach per City Std. 102
®
Const.
6' concrete wall per City Building Dept Std.
Const,
rectangular drainage pipe per Sect. A -A
�7
Const,
drainage drop grate inlet 2' x 2' � property owned and maintained by
owners.
®
Const,
drainage outlet per Detail.'A'. .
AOR 'THE CONSTRUCTION OF: THE ORAINAGE- RE.OTANGULAR
PIPE,
COMPRESSIVE GTRENGTH OF CONC' kr--TV- 3HAt>_ BE
A MIDI. OF fo 3,000 PS -1. IN 28 QA`fS.
n
CURVED
R=29' A=35°52' 12 L=18.16' T=9.39'
CURVE Q
R= 29' A= 251044'24" L=127.42' T=40.11'
R/W It R
7' Easement
i
6.1 ` „ Cir, #5 bare (ia a.
I,
94
►1" Clearabea3 `
Y, 6 1611 _10 1,14
51
.,,• : Re
#5 0 8 ">
95 % comp. 8- # 3 bars
native toll longitudinal
SECTION A -A\
no scale tiny
155 FT. 6" tQ -10" Curb and Gutter__
630 SQ. FT. 4" thick sidewalk
2 EA. Driveway approaches Wa 28' •'
I EA. Catch basin per City Std. 121
2 1 I FT. 5'x 10" rectangular drainage pipe and transition
I EA. Drainage drop grate inlet
I EA, Drainage outlet to Athol St. per City Std. 124 (modified)
I EA. Fire hydrant per Model James Jones 3701
VICINITY MAP
NO SCALE
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
WALTER W. HU Drawn by HORZ 1" = 20'.
CIVIL ENGINEER YMP STREET IMPROVEMENT PLAN VERT 1"= 4'
11655 Countryside Drive, Fontana, CA 92335 I
Designed by 90 54 Sc 9 0 5 3 SE WE _L ST. Date
y - i
HU
-71
Checked by Approved by / Dwg No, Shegt.
Walter W , Hu CE 29354 Date - - - "
J 12 70
A `�'�' Cil 'E sneer RCE 1893
- -