HomeMy WebLinkAbout2703-3_ _ _ .............. _ _ _
9
4
...
_ _ SIN
W
LLz
o_1
N =
LU
1— U
I..I..I Q
Q�pFESS' _75
GIv 0
HMO.I � ' +
&F3-31-07 * � 9136
!J> orae Q�\� N
SOF CAl1
qqzz
V!
-ryON?GC--49 1 9174.3-
X909 99 , �9 r <
(TYP.) 8
9116 � 11
9110
PP
0
(f)
MATCH EXISTING
�� zllll
wI 11 I
11 9088 1 9072 1 9062 1 1
11 '
I I
-- -- -- -- I-- -- --�-- -- I-- k k
-�I-
o
LINE (TYP. )
NALK ( TYP. )
iOFCURB (TYP.) ( I 9006 1
UP v o ��
P PP PP P ,
PP
,j
r � M_-ctvtz —�-- --�-- -- --I -- ---�-- -- --I -- -- -- -- --�-- --�-- -- --I -----�---
9089
I tz= _7.S• 8
1 i ,
1 � , L = 3q.L7 I Illi II I
II I I 19 I I I 9
i
✓I / 8 5 9
C� I
a 9115 94 1 9083 111 9073 1 9063 1 9051 1 9041 1 9033 i 9023 1 9015 I 8005 1
0Oki VE 6V 0 �[ t
3 6 MATCH EXISTINGn Q
v I
�
SE.� DETAIL ON SHEET 4 OF 6 1 D 'A' T E 4 bm" hT Ok m� wmx%k E E T
I11
III 1''
I-RCRUSWA<S i 1 II ,. v.EINSTAE{�,• `i,. .a..t?'
t
AT NORTH- EAST 4 WEST .LEGS CUF_:..�
CONSTRUCTION NOTES ;, - ' �'" • � o o 3 b
�,.�
INTERSECTIDN dF :DATE STREET_,ANQ � � II I �
ATNUL . STREET. NaT _ SHOWN ON PLANS, !� ,
REMOVE EXISTING AC PAVEMENT, EXCESS BASE MATERIAL AND DISPOSE 1 1 1 Q^� �'f `,* 3
2O— SCARIFY AND COMPACT 12 INCHES OF EXISTING NATIVE SUBGRADE TO 95 % RELATIVE DENSITY. 1 1
3 CONSTRUCT 4 INCH MINIMUM AC PAVEMENT OVER 12 INCHES COMPACTED NATIVE
w
Z LL
0
= d.
CU F-
W
G
U)
0
C)
8986 1 8980 +
N
1 cy)
Q
---- ---1-- -- -- 'F^
N ° VJ
r ;
MATERIAL.1 i 1 N P G N61ME IZIN G, INC -
INSTALL
NC -
INSTALL STRIPING AS SHOWN ON PLANS. ( 1 ! I IQ CP5 C:(LE$TVIEI�V QD(aD
III ! I
RFDLANDS, CA. 92374
— SAWCUT AND REMOVE EXISTING CROSS GUTTER AND CONSTRUCT CROSS GUTTER PER 1 i I (qDq) -7 ql- Ce -117
DETAIL ON SHEET 4 OF 6. 1 i
li I i I
N EN RY C- P0QtAtZ
' I
6O SAWCUT FOR ASPHALT REMOVAL. ! E 1-1 O V E_ A-64 Q R E C v Aj'S 11x U T I 37 LIP/
7a— GRIND 0.10' AND OVERLAY TO MATCH EXISTING GRADES. - G T �( 5 O I .Q O fo
8O— SAW CUT CONCRETE AS DIRECTED BY FIELD INSPECTOR TO REMOVE SPANDRELS.
ADJUST MANHOLE TO FINISHED GRADE.
10 PROVIDE TRAFFIC CONTROL AND INSTALL PER PLAN (SHEET 6 OF 6).
11 ADJUST WATER VALVE TO FINISHED GRADE. (CONTRACTOR TO
COORDINATE WITH FONTANA WATER CO.) Q
3
12 � +'buck R S � ��N a'At..bR�yEWA PER CITY 510 10Z , rDn1
0,o2K-_
AWAMMMOAVIOANW
Mnhti4vvVWVN/vVJWVN
DIAL TWO WORKING
BEFORE DAYS BEFORE
YDU DIG YOU DIG
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BENCH MARK: BM # 28
EL. = 1222.42
LOCATION: PK NAIL
NORTH END OF NECR
MERRILL & OLEANDER AVE.
3 Aw Rts E L L 1 E A`I 3 {�•� ' (•t
__, STRIE�.T 091VdW*YL4T5 6TQ l7v SO 11.15• C,ll. 2 I•Q
r RECORD DRA INVG 6-i-ga F.M.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
ROFESS/ON
(('��,�rNoC
00964
Exp. 3-31-99
�9r CIVIL
F OF CA�`�O
i
SPP I y V V PP
8987 1 8975 i
CE 376 , �1tp�3D bB I�RECORD DRAWING
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
DRAW
E F.S. DATE STREET PAVEMENT RECONSTRUCTION SCALE: AS SHowN
DESIGNED BY: PLAN AND PROFILE - STA 21+00 TO STA 32+00 DATE: 1217198
E.F.S.
Date 12-111'>16o? E.F.S.
BY: APPROVED -BY -
CHECKED BY/ DRAWING NO.: 3
FELIPE U. MOLINOS, R.C.E. 40964•�p- CITY ENGINEER R.C.E. 25126 naTF 27031 6
LLJ
I
III � I I J
I
Ili j i VIII j
i
IIII II IIII
I
1 � II
�
311 '
�0
I 'I
(f)
MATCH EXISTING
�� zllll
wI 11 I
11 9088 1 9072 1 9062 1 1
11 '
I I
-- -- -- -- I-- -- --�-- -- I-- k k
-�I-
o
LINE (TYP. )
NALK ( TYP. )
iOFCURB (TYP.) ( I 9006 1
UP v o ��
P PP PP P ,
PP
,j
r � M_-ctvtz —�-- --�-- -- --I -- ---�-- -- --I -- -- -- -- --�-- --�-- -- --I -----�---
9089
I tz= _7.S• 8
1 i ,
1 � , L = 3q.L7 I Illi II I
II I I 19 I I I 9
i
✓I / 8 5 9
C� I
a 9115 94 1 9083 111 9073 1 9063 1 9051 1 9041 1 9033 i 9023 1 9015 I 8005 1
0Oki VE 6V 0 �[ t
3 6 MATCH EXISTINGn Q
v I
�
SE.� DETAIL ON SHEET 4 OF 6 1 D 'A' T E 4 bm" hT Ok m� wmx%k E E T
I11
III 1''
I-RCRUSWA<S i 1 II ,. v.EINSTAE{�,• `i,. .a..t?'
t
AT NORTH- EAST 4 WEST .LEGS CUF_:..�
CONSTRUCTION NOTES ;, - ' �'" • � o o 3 b
�,.�
INTERSECTIDN dF :DATE STREET_,ANQ � � II I �
ATNUL . STREET. NaT _ SHOWN ON PLANS, !� ,
REMOVE EXISTING AC PAVEMENT, EXCESS BASE MATERIAL AND DISPOSE 1 1 1 Q^� �'f `,* 3
2O— SCARIFY AND COMPACT 12 INCHES OF EXISTING NATIVE SUBGRADE TO 95 % RELATIVE DENSITY. 1 1
3 CONSTRUCT 4 INCH MINIMUM AC PAVEMENT OVER 12 INCHES COMPACTED NATIVE
w
Z LL
0
= d.
CU F-
W
G
U)
0
C)
8986 1 8980 +
N
1 cy)
Q
---- ---1-- -- -- 'F^
N ° VJ
r ;
MATERIAL.1 i 1 N P G N61ME IZIN G, INC -
INSTALL
NC -
INSTALL STRIPING AS SHOWN ON PLANS. ( 1 ! I IQ CP5 C:(LE$TVIEI�V QD(aD
III ! I
RFDLANDS, CA. 92374
— SAWCUT AND REMOVE EXISTING CROSS GUTTER AND CONSTRUCT CROSS GUTTER PER 1 i I (qDq) -7 ql- Ce -117
DETAIL ON SHEET 4 OF 6. 1 i
li I i I
N EN RY C- P0QtAtZ
' I
6O SAWCUT FOR ASPHALT REMOVAL. ! E 1-1 O V E_ A-64 Q R E C v Aj'S 11x U T I 37 LIP/
7a— GRIND 0.10' AND OVERLAY TO MATCH EXISTING GRADES. - G T �( 5 O I .Q O fo
8O— SAW CUT CONCRETE AS DIRECTED BY FIELD INSPECTOR TO REMOVE SPANDRELS.
ADJUST MANHOLE TO FINISHED GRADE.
10 PROVIDE TRAFFIC CONTROL AND INSTALL PER PLAN (SHEET 6 OF 6).
11 ADJUST WATER VALVE TO FINISHED GRADE. (CONTRACTOR TO
COORDINATE WITH FONTANA WATER CO.) Q
3
12 � +'buck R S � ��N a'At..bR�yEWA PER CITY 510 10Z , rDn1
0,o2K-_
AWAMMMOAVIOANW
Mnhti4vvVWVN/vVJWVN
DIAL TWO WORKING
BEFORE DAYS BEFORE
YDU DIG YOU DIG
TOLL FREE 1-800-422-4133
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BENCH MARK: BM # 28
EL. = 1222.42
LOCATION: PK NAIL
NORTH END OF NECR
MERRILL & OLEANDER AVE.
3 Aw Rts E L L 1 E A`I 3 {�•� ' (•t
__, STRIE�.T 091VdW*YL4T5 6TQ l7v SO 11.15• C,ll. 2 I•Q
r RECORD DRA INVG 6-i-ga F.M.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
ROFESS/ON
(('��,�rNoC
00964
Exp. 3-31-99
�9r CIVIL
F OF CA�`�O
i
SPP I y V V PP
8987 1 8975 i
CE 376 , �1tp�3D bB I�RECORD DRAWING
Prepared Under The Supervision of : CITY OF FONTANA, CALIFORNIA
COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION
DRAW
E F.S. DATE STREET PAVEMENT RECONSTRUCTION SCALE: AS SHowN
DESIGNED BY: PLAN AND PROFILE - STA 21+00 TO STA 32+00 DATE: 1217198
E.F.S.
Date 12-111'>16o? E.F.S.
BY: APPROVED -BY -
CHECKED BY/ DRAWING NO.: 3
FELIPE U. MOLINOS, R.C.E. 40964•�p- CITY ENGINEER R.C.E. 25126 naTF 27031 6