HomeMy WebLinkAbout4720-156x04,<f7�d��, VALLEY BLVD. —FONTANA
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Cor?h-actor fo Ren-�oweAPprox. /J Lineal
Feed or- Exlsfir,y Cot��� to 6ox
CuI ver74 e One 3 X3 xf 'COnCf-etC /fieaa wall
29,x/_&„C.44.P
6 7-)(p; cal
JunRper- see 490-!A
Cons frucf Type A Ca fcl% 3&sin as Per 3av7
Bernarcl�'r c� < oun �y Std. No 2 O & D- f,7i 1
Shown on this Platz V =2' 9 L = f0'O
Thsfall Cleanout Mat-7hOle Frame cover as
Per S. 8, County 9fd. No E 0 4
Sc ale - / = 40 'A/ I`/ ZOr/ 70'a /
Vunctior-7 Qox
TQC v), e w e:5 - e6 A
ProP, Tap 0f, Curb
43 North..,-oF Z smp. U
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8 to /0” Curb Face 50 50 le"-fo 8"0vrb Face
a Transition Transition Qty
� I �
Place e9 x16,,Cm.P. 3„/n to Q�� j�nstall //O`of
N 80ftom of Guffer Pad sto
xs/� Curb Avrnor o� o
9
a o vl� -jz�� rn4z
�� Top of Gurb Tom\ I >> �G Y \
6
I I 1 I
Flow Line Gv/ter
II I
Sof f -on -7 o -F-• Gu4ier Pad
/\\/0 f s
/•Construct Type A Catch Basin as Per San Bevnar�ir7a Caul7ty
Standard /\/O, 206 at Middle of Cur(j Return,
?.Contractor to Break Out Existong Box Culvert Gor75tvuct
- durtctior-7 Bo x as Shawn on Phis Plan,
3 Con frac-�or to Retvove Approxl5” o{ Exi s f �'nq /8"C.M.P. e Approx. /3 'o f 1
Bo x Culvert e /-leo3d vv a //, Material /Fernoved 6er-ome5 f !7e
Proper ty of /-he Cort tractor. I
4 Col -Inert Catch Basin with Junction 80x With 10'-t of I9 Gage
09''x/(5"C. M. P, a5 RegUieec/.
S Construction 5ha/l be in Accordance With fhe San )3dno, Co. 5tarrdatds)
State Division of Nwys, Standard SpecS, Dal -ed Jan
/o. Curb Armor -,,Lo be Alhambr-d Foundry No•A 390e or EQua/.
7. Reir Forcin-9 6 -Feel Sha // be 0eF•orrned Bars � CO t-7 F0 ¢o
,q, S TM, DeSiynafior-7 /S. All Coryc�-ete Shall be Class A-
8, Rein porcii7q 5�-eel Sha/l be Spar- eCl a," Or/ Cen ter Arou"d
A4,6t7hole Feame, � Grate Fearv,e, Use 3 /Vows.
9. Place Reinforcirrq Steel / jP_„C/ear OF-r/-75;d&-
10.'T-rowel
f -r/-rside/O.irowel Flow Line Smooth,
Prop, Top of G u r b
43WOr th of Z"mpr
dye o{' 7. W
,F2 'NO. o lirr� r.
p of o
�I o
+ (\j ON
TW,
o�
4�
S9/ S92 S93 s94 s95 S9� .S�f 598 .599 �uC>
i
Dt4kn. tea. 4-7M OF
w
13-1 N
— O
PIoll �
M
�v
Q
�rn
:b
8 to /0” Curb Face 50 50 le"-fo 8"0vrb Face
a Transition Transition Qty
� I �
Place e9 x16,,Cm.P. 3„/n to Q�� j�nstall //O`of
N 80ftom of Guffer Pad sto
xs/� Curb Avrnor o� o
9
a o vl� -jz�� rn4z
�� Top of Gurb Tom\ I >> �G Y \
6
I I 1 I
Flow Line Gv/ter
II I
Sof f -on -7 o -F-• Gu4ier Pad
/\\/0 f s
/•Construct Type A Catch Basin as Per San Bevnar�ir7a Caul7ty
Standard /\/O, 206 at Middle of Cur(j Return,
?.Contractor to Break Out Existong Box Culvert Gor75tvuct
- durtctior-7 Bo x as Shawn on Phis Plan,
3 Con frac-�or to Retvove Approxl5” o{ Exi s f �'nq /8"C.M.P. e Approx. /3 'o f 1
Bo x Culvert e /-leo3d vv a //, Material /Fernoved 6er-ome5 f !7e
Proper ty of /-he Cort tractor. I
4 Col -Inert Catch Basin with Junction 80x With 10'-t of I9 Gage
09''x/(5"C. M. P, a5 RegUieec/.
S Construction 5ha/l be in Accordance With fhe San )3dno, Co. 5tarrdatds)
State Division of Nwys, Standard SpecS, Dal -ed Jan
/o. Curb Armor -,,Lo be Alhambr-d Foundry No•A 390e or EQua/.
7. Reir Forcin-9 6 -Feel Sha // be 0eF•orrned Bars � CO t-7 F0 ¢o
,q, S TM, DeSiynafior-7 /S. All Coryc�-ete Shall be Class A-
8, Rein porcii7q 5�-eel Sha/l be Spar- eCl a," Or/ Cen ter Arou"d
A4,6t7hole Feame, � Grate Fearv,e, Use 3 /Vows.
9. Place Reinforcirrq Steel / jP_„C/ear OF-r/-75;d&-
10.'T-rowel
f -r/-rside/O.irowel Flow Line Smooth,
Prop, Top of G u r b
43WOr th of Z"mpr
dye o{' 7. W
,F2 'NO. o lirr� r.
p of o
�I o
+ (\j ON
TW,
o�
4�
S9/ S92 S93 s94 s95 S9� .S�f 598 .599 �uC>
i
Dt4kn. tea. 4-7M OF
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