HomeMy WebLinkAbout1751-3C
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+ + — 1 _ e.ir
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CHAIN LINK FENCE I
CONSTRUCTION NOTES:
-------------------
STANDARD
_--- ------STANDARD 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD
DETAIL # 101
2 STANDARD P.C.C. SIDEWALK PER CITY OF FONTANA STANDART
DETAIL #105-A
'
3 SAWCUT TO REMOVE BRO--'KEN EDGES AT 12,5' FROM C.L. I
4 OVERLAY EXISTING A.C. PAVEMENT, MINIMUM 0.10' THICK TAPPdin
AND MAXIMUM 20' FEATHER TO EXISTING A.C.TO PROVIDE A
SMOOTH STREET SECTION.
5 --3" A.C. OVER COMPACTED NATIVE SOIL.
6 INSTALL 4- CLASS 1 FLEXIBLE POST DELINIATORS PER SAN
BERNARDINO COUNTY ROAD DEPT. STANDARD DETAIL # 304.
ENGINEER'S NOTE TO CONTRACTOR
-----------------------------
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
- RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF U_
CONSTRUCTION OF THIS 'PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE,
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEN ,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WOR
ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENIE
OF THE OWNER OR THE ENGINEER.
b
ffi
i21V ;ASIDE RIVF,13101F-, CALIF.
12
JUNIPER AVENUE AT BASELINE AVENUE STORM DRAIN
ONE EACH INLET STRUCTURE, FONTANA STD.#1121, 5 FT. WIDE x 10 FT. LONG.
ONE EACH INLET STRUCTURE, FONTANA STD.#.. 121, 5.FT. WIDE x 8 FT. LONG.
26 LN. FT. OF 18 " R.C.P. DRAIN PIPE.
164 LN. FT. OF CONCRETE DRAIN BOX (I.D.) 5 FT. WIDE x 1.5 FT. HIGH.
loiA N
INSTALL 18" R.C.P. FROM 5'x8', F.L. 10.00
TD.)v121 5'x8' TO BOX DRAIN,F.L. 9.31, at 3.0%.
re__N R/W
13'
— 0.5'
— 51 0� 41
REMOVE & RELOCATE;'-
--NIA-ZA
R/W ,
15'
REMOVE & RELOCATE
N
(0
TYPICAL SECTION
JUNIPER AVENUE N.T.S.
'0 0 ;
0
J -U
TEL. U.G.
•:-1 `' S T D. 121 , 5'x 10' >
P. P.3 w
I 1 a: w
I; STD. 121, 5 x 8 a a:
W
ANC.
ANC. E-- P.P.
G. V. •
M S,'M. H
o
4 8411i�111 E L IA VENUE M 3 \
5 4
Future F/C
A.P. 9+39.84
r• .H
Future R/ W
I 3 ' ANC.
R/W CHAIN LINK FENCE
OUTLET 9+18.03 20 -tj- P. P,
12' I p III
ENGINEER'S ESTIMATE OF QUANTITIES:
IIIA TEL.M.H.
BASELINE AVENUE IMPROVEMENT PLAN ,
0
4' 1015' ills W. M. +54 TO APPROX. 4+00 -
I I
)e I/4 I III 0 1,730 SQ . FT . OF 5 FT . CONCRETE SIDEWALK.'
III0 TEL.M,H. 2) 11,590 SQ,FT-, OF A.C. PAVEMENT 3" THICK ( 208 TONS).
ewaik
T 8 L, MX 3) 4,152 SQ . FT . 1" �� OVERLAY ( 25 TONS) .
III ® 4) 346 LN . FT , OF 8 CURB AND GUTTER ,
III 'TEL. U. G.
P. R
IPALM JUNIPER AVENUE IMPROVEMENT PLAN
III 7+30 TO APPROX. 11+40
1TH : `
3 0'
R/W 0' 5) 800 SQ,FT. OF 5 FT.CONCRETE SIDEWALK.
SLtPE_ 114" PES \ FC,
6) 3940 SQ.FT, OF A.C. PAVEMENT 3" THICK ( 71 TONS).
4 III 7) 6160 SQ.FT, OF 1" OVERLAY ( 37 TONS).
8) 31,4 L. F. OF 8 CURB AND GUTTER, t BCR TO ECR ) -
�III 9) 6 TRAFFIC HAZARD PADDLES.
5 i PREPARED BY: FIELD BOOK REF. PGS. CITY OF FONTANA
GARY J. COBB, LAND SURVEYOR , � :•:,. -
17010 SAN BERNAROlNO AVENUE
'
NIOLOY K. GUPTA
has
2 FONTANA, CALIF. 92335
r;
(714) 829"1982
No. .31708
DRAWN BY: SCALE: VERT.I"= 4'
G.J.0 BASELINE AVE.and JUNIPER AVE. HOIZ.1"=40'
'
EXPIRES 1.1-;31-'44i
-.
CHECKED BY: STREET IMPROVEMENT PLAN DATE: JULY 1989
.... t
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a0
k.
0LT401 1410 OCA
D c-
a
TRACED BY: APPROVED BY: DWG. N0.
GARY J. COBB , L,S.3762 OL Y
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C L.I P. 14`,IOf'00
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:
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u
VERT, I"= 4.0'
HOR i , I"= 40'
8
HIGHLAND
C
w
a
o a
1c ��
O
I M
+ + — 1 _ e.ir
LZ
Q a w z 1 I
a a: t- n: a
H w 3 ~f
CHAIN LINK FENCE I
CONSTRUCTION NOTES:
-------------------
STANDARD
_--- ------STANDARD 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD
DETAIL # 101
2 STANDARD P.C.C. SIDEWALK PER CITY OF FONTANA STANDART
DETAIL #105-A
'
3 SAWCUT TO REMOVE BRO--'KEN EDGES AT 12,5' FROM C.L. I
4 OVERLAY EXISTING A.C. PAVEMENT, MINIMUM 0.10' THICK TAPPdin
AND MAXIMUM 20' FEATHER TO EXISTING A.C.TO PROVIDE A
SMOOTH STREET SECTION.
5 --3" A.C. OVER COMPACTED NATIVE SOIL.
6 INSTALL 4- CLASS 1 FLEXIBLE POST DELINIATORS PER SAN
BERNARDINO COUNTY ROAD DEPT. STANDARD DETAIL # 304.
ENGINEER'S NOTE TO CONTRACTOR
-----------------------------
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
- RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF U_
CONSTRUCTION OF THIS 'PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE,
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEN ,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WOR
ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENIE
OF THE OWNER OR THE ENGINEER.
b
ffi
i21V ;ASIDE RIVF,13101F-, CALIF.
12
JUNIPER AVENUE AT BASELINE AVENUE STORM DRAIN
ONE EACH INLET STRUCTURE, FONTANA STD.#1121, 5 FT. WIDE x 10 FT. LONG.
ONE EACH INLET STRUCTURE, FONTANA STD.#.. 121, 5.FT. WIDE x 8 FT. LONG.
26 LN. FT. OF 18 " R.C.P. DRAIN PIPE.
164 LN. FT. OF CONCRETE DRAIN BOX (I.D.) 5 FT. WIDE x 1.5 FT. HIGH.
loiA N
INSTALL 18" R.C.P. FROM 5'x8', F.L. 10.00
TD.)v121 5'x8' TO BOX DRAIN,F.L. 9.31, at 3.0%.
re__N R/W
13'
— 0.5'
— 51 0� 41
REMOVE & RELOCATE;'-
--NIA-ZA
R/W ,
15'
REMOVE & RELOCATE
N
(0
TYPICAL SECTION
JUNIPER AVENUE N.T.S.
'0 0 ;
0
J -U
TEL. U.G.
•:-1 `' S T D. 121 , 5'x 10' >
P. P.3 w
I 1 a: w
I; STD. 121, 5 x 8 a a:
W
ANC.
ANC. E-- P.P.
G. V. •
M S,'M. H
o
4 8411i�111 E L IA VENUE M 3 \
5 4
Future F/C
A.P. 9+39.84
r• .H
Future R/ W
I 3 ' ANC.
R/W CHAIN LINK FENCE
OUTLET 9+18.03 20 -tj- P. P,
12' I p III
ENGINEER'S ESTIMATE OF QUANTITIES:
IIIA TEL.M.H.
BASELINE AVENUE IMPROVEMENT PLAN ,
0
4' 1015' ills W. M. +54 TO APPROX. 4+00 -
I I
)e I/4 I III 0 1,730 SQ . FT . OF 5 FT . CONCRETE SIDEWALK.'
III0 TEL.M,H. 2) 11,590 SQ,FT-, OF A.C. PAVEMENT 3" THICK ( 208 TONS).
ewaik
T 8 L, MX 3) 4,152 SQ . FT . 1" �� OVERLAY ( 25 TONS) .
III ® 4) 346 LN . FT , OF 8 CURB AND GUTTER ,
III 'TEL. U. G.
P. R
IPALM JUNIPER AVENUE IMPROVEMENT PLAN
III 7+30 TO APPROX. 11+40
1TH : `
3 0'
R/W 0' 5) 800 SQ,FT. OF 5 FT.CONCRETE SIDEWALK.
SLtPE_ 114" PES \ FC,
6) 3940 SQ.FT, OF A.C. PAVEMENT 3" THICK ( 71 TONS).
4 III 7) 6160 SQ.FT, OF 1" OVERLAY ( 37 TONS).
8) 31,4 L. F. OF 8 CURB AND GUTTER, t BCR TO ECR ) -
�III 9) 6 TRAFFIC HAZARD PADDLES.
5 i PREPARED BY: FIELD BOOK REF. PGS. CITY OF FONTANA
GARY J. COBB, LAND SURVEYOR , � :•:,. -
17010 SAN BERNAROlNO AVENUE
'
NIOLOY K. GUPTA
PUBLIC WORKS DEPARTMENT
2 FONTANA, CALIF. 92335
r;
(714) 829"1982
No. .31708
DRAWN BY: SCALE: VERT.I"= 4'
G.J.0 BASELINE AVE.and JUNIPER AVE. HOIZ.1"=40'
'
EXPIRES 1.1-;31-'44i
clvll / •
CHECKED BY: STREET IMPROVEMENT PLAN DATE: JULY 1989
TRACED BY: APPROVED BY: DWG. N0.
GARY J. COBB , L,S.3762 OL Y
GUPTA R.OE: X51708 MARX, REVISIONS
�/
- J 75
APPR DATE. CIVIL 4
•:
y
,- ENGINEER R,C.E. DATE