HomeMy WebLinkAbout3802-151
1
6
1780
A6. • P.E.
1
i
CONSTRUCTION NOTES
DETAIL "A
SCALE: 1 "=20'
4O CONSTRUCT CONCRETE CHANNEL TRANSITION PER DETAIL SHOWN ON SHEET 17.
5O CONSTRUCT 6' WROUGHT IRON WALL FENCE PER PERIMETER WALL PLANS.
24 CONSTRUCT 3" DG ACCESS ROAD OVER 6" 95% COMPACT NATIVE.
26 CONSTRUCT REMOVABLE TRASH RACK PER DETAILS ON SHEET 13.
35 CONSTRUCT 1/4 TON RIPRAP PER CALTRANS STD SPEC SEC 72 (METHOD "B")
29. I VARIES _ I 2�
. Vg
62.7 P. E
36" 1/4 TON CONCRETE RIPRAP
PER CALTRANS STD. SPEC.
SECTION 7� (METHOD "B"
PLACEMENT .
-]-9" NO. 3 BACKING
PER CALTRANS STD. SPEC.
------SECTION 72.
CII TCM CA 001 f%
1 It -I LI\ I MLUI\IV
TYPICAL 1/4 TON RIPRAP SECTION
NTS ACCESS ROAD
82.00
FG
4'
PROJECT
BOUNDARY
I
3 20' TO 55
2 8» ,: 1.5Lri1
RETAINING WALL 1 �: 6
~ PER CALTRANS 77.00 CONSTRUCTION
U) 6' STD. PLAN B3-3 FL JOINT
) ..
w 12%8»
_j I{'..: CLASS 'A» CLASS "B" 6" CONCRETE
n CONCRETE WITH NO. 4 CUTOFF WALL �W/ N0. 4
" " " 8 REBARS @ 18 " 0. C. REBARS 18 0. C.
LO 8 CLASS A CONCRETE BOTHWAYS
WITH NO. 4 REBAR BOTHWAYS
m @ 18" O.C. (EXTEND STEEL INTO FOOTING)
SECTION B -B
v
SECTION A -A
N. T. S.
c � �Q�OFESSIpy
•� BASIS OF BEARING LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER
0 THE BASIS OF BEARING IS BASED ON THE WESTERLY v ��
E .0 LINE OF THE NORTHEAST QUARTER OF SECTION 23 BEING A SUBDMSION OFA CENT EX HOMES ALBUS-KEEFE AND ASSOC.,INC. Qj
En -0 TOWNSHIP 1 NORTH RANGE 6 WEST, S.B.M. AS SHOWN 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET Exp.3/ 1
E ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806- a
0) AT PAGES 48 THROUGH 66 INCLUSIVE IN THE OFFICE 6 WEST, SAN BERNARDINO PH: (951) 279-3000 PH: (714) 630-1626
�' OF THE COUNTY RECORDER OF SAN �BERNARDINO MERIDIAN, COUNTY OF SAN FAX: (951) 279-2100 FAX: (714) 630-1916 CSL 2
4 0D BERNARDINO. OF1��
o i COUNTY, BEING NORTH 00'30'24' WEST.
L
c: (0 BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
0
N DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
c CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
LO
i a INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
Enrl 11,
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
a3 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E TWO WORKING
Z Q) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE �� DAYS BEFORE
�o ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
YOU DIG YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992"• TOLL FREE 1-800-227-2600 2 RCco,ev Pew/NG .7•/•i
o J A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NAVD 88 - 1508.56 (FEET) 1Q REMOVED NOT FOR CONSTRUCTION /17/06 AMY G .7
12'
VARIES
0'-2.17'
o , STA. 7+26.25 N
STA.' ,16+88.06 EC
80 of ��
\ , j1 00 Tw 1
179 00 FL
�STAB:+, 16+,96\25 x%`~'5.00'
\
1792.Ob. FL``.
-STA. 16+%96.25
END\CONC RET
E~\CHANNEL 4
`BEGIN''\TRA`N,SI TION`. STRUG.TURE
\ \ N�,1883714.69
\\E=69010:95
N 1:900
TA. 17+.,26.25 17.100''R \N\,\
''\ `. 1802:00 TW,, (\
`\\ \`1795.00.
~BEGIN `RlPR P \� \ MEET EXI c
\N11\\ LND, TRAIVSI. ON STRUCTURE ' ., \� \CHANNEL
`•. ~\ \, \ � • PROPOSED DRAINAGE `I\ ~-`. --,.\ . \., . ``./•-
EN
`N`. \l.
fir'• `\\ `'\ \\ `•\ '-\ `,, 111\\ \,.
6" CLASS 'A" CONCRETE
WINO. 4 REBAR @ 18 " 0. C. B. W.
ACCESS ROAD VARIES
1.5 TO 10
�%- 1 1-36" LONG #4 REBAR @ 18" O.C.
10'-12.55'
10'W X 7'H RCB 18 " VARIES
PER LINE "B" LINE 'A" 0'-6' LINE "B" INV.
�I
VARIES I INV. PER LINE "B"
SECTION D -D
`8" CLASS 'A" CONCRETE
WINO. 4 REBAR @ 18" 0. C. B.W.
SECTION C -C
N.T.S.
15' 15' EXISTING GROUND
2% cO1�LRUCYQM
' -
2 - JOINT
►,�1 �� 1.5
6 VARIES 1.5 6�,
- - -j 1
CLASS 'A" CONCRETE 8„ 12'
WITH NO. 4 REBAR
18" 0. C. B. W. 8" CLASS "A" CONCRETE
WINO. 4 REBAR @ 18 " 0. C. B. W.
SECTION G -G CLASS "B" 6" CONCRETE
N.T.S. CUTOFF WALL W/ NO. 4
REBARS @ 18" O.C.
BOTHWAYS
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Q�OF
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ESS/ONq! F
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE W ARic M. TORREYSO
C= No. 66068 �
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING � Exp. os -so -os
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN civ�\_
o��,�Q
OF C A��F
♦,� EFFECT.
N.T.S.
CLASS 'i4 "
CONCRETE L
REBARS @
NATI IRAI
SECTION F -F
N.T.S.
ROUTED
AND DETAIL
HEREON.
36
CONSTRUCT
ACCESS ROAD
WITH 0.25' AC (TYPE B) OVER 6" 95% COMPACT NATIVE (WIDTH PER PLAN).
47
CONSTRUCT
6" CLASS "A"
CONCRETE SLOPE PROTECTION WITH #4 @ 18" O.C. B.W.
48
CONSTRUCT
15 -FT. WIDE
WROUGHT IRON DOUBLE DRIVE GATE PER PERIMETER WALL PLANS.
49
CONSTRUCT
8" CLASS "A"
CONCRETE W/ #4 @ 18" O.C. B.W.
29. I VARIES _ I 2�
. Vg
62.7 P. E
36" 1/4 TON CONCRETE RIPRAP
PER CALTRANS STD. SPEC.
SECTION 7� (METHOD "B"
PLACEMENT .
-]-9" NO. 3 BACKING
PER CALTRANS STD. SPEC.
------SECTION 72.
CII TCM CA 001 f%
1 It -I LI\ I MLUI\IV
TYPICAL 1/4 TON RIPRAP SECTION
NTS ACCESS ROAD
82.00
FG
4'
PROJECT
BOUNDARY
I
3 20' TO 55
2 8» ,: 1.5Lri1
RETAINING WALL 1 �: 6
~ PER CALTRANS 77.00 CONSTRUCTION
U) 6' STD. PLAN B3-3 FL JOINT
) ..
w 12%8»
_j I{'..: CLASS 'A» CLASS "B" 6" CONCRETE
n CONCRETE WITH NO. 4 CUTOFF WALL �W/ N0. 4
" " " 8 REBARS @ 18 " 0. C. REBARS 18 0. C.
LO 8 CLASS A CONCRETE BOTHWAYS
WITH NO. 4 REBAR BOTHWAYS
m @ 18" O.C. (EXTEND STEEL INTO FOOTING)
SECTION B -B
v
SECTION A -A
N. T. S.
c � �Q�OFESSIpy
•� BASIS OF BEARING LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER
0 THE BASIS OF BEARING IS BASED ON THE WESTERLY v ��
E .0 LINE OF THE NORTHEAST QUARTER OF SECTION 23 BEING A SUBDMSION OFA CENT EX HOMES ALBUS-KEEFE AND ASSOC.,INC. Qj
En -0 TOWNSHIP 1 NORTH RANGE 6 WEST, S.B.M. AS SHOWN 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET Exp.3/ 1
E ON FINAL TRACT MAP NO.13750, FILED IN BOOK 250, OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806- a
0) AT PAGES 48 THROUGH 66 INCLUSIVE IN THE OFFICE 6 WEST, SAN BERNARDINO PH: (951) 279-3000 PH: (714) 630-1626
�' OF THE COUNTY RECORDER OF SAN �BERNARDINO MERIDIAN, COUNTY OF SAN FAX: (951) 279-2100 FAX: (714) 630-1916 CSL 2
4 0D BERNARDINO. OF1��
o i COUNTY, BEING NORTH 00'30'24' WEST.
L
c: (0 BENCH MARK: Q REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
0
N DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
c CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
LO
i a INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
Enrl 11,
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
a3 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL
E TWO WORKING
Z Q) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFORE �� DAYS BEFORE
�o ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
YOU DIG YOU DIG
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992"• TOLL FREE 1-800-227-2600 2 RCco,ev Pew/NG .7•/•i
o J A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
NAVD 88 - 1508.56 (FEET) 1Q REMOVED NOT FOR CONSTRUCTION /17/06 AMY G .7
12'
VARIES
0'-2.17'
o , STA. 7+26.25 N
STA.' ,16+88.06 EC
80 of ��
\ , j1 00 Tw 1
179 00 FL
�STAB:+, 16+,96\25 x%`~'5.00'
\
1792.Ob. FL``.
-STA. 16+%96.25
END\CONC RET
E~\CHANNEL 4
`BEGIN''\TRA`N,SI TION`. STRUG.TURE
\ \ N�,1883714.69
\\E=69010:95
N 1:900
TA. 17+.,26.25 17.100''R \N\,\
''\ `. 1802:00 TW,, (\
`\\ \`1795.00.
~BEGIN `RlPR P \� \ MEET EXI c
\N11\\ LND, TRAIVSI. ON STRUCTURE ' ., \� \CHANNEL
`•. ~\ \, \ � • PROPOSED DRAINAGE `I\ ~-`. --,.\ . \., . ``./•-
EN
`N`. \l.
fir'• `\\ `'\ \\ `•\ '-\ `,, 111\\ \,.
6" CLASS 'A" CONCRETE
WINO. 4 REBAR @ 18 " 0. C. B. W.
ACCESS ROAD VARIES
1.5 TO 10
�%- 1 1-36" LONG #4 REBAR @ 18" O.C.
10'-12.55'
10'W X 7'H RCB 18 " VARIES
PER LINE "B" LINE 'A" 0'-6' LINE "B" INV.
�I
VARIES I INV. PER LINE "B"
SECTION D -D
`8" CLASS 'A" CONCRETE
WINO. 4 REBAR @ 18" 0. C. B.W.
SECTION C -C
N.T.S.
15' 15' EXISTING GROUND
2% cO1�LRUCYQM
' -
2 - JOINT
►,�1 �� 1.5
6 VARIES 1.5 6�,
- - -j 1
CLASS 'A" CONCRETE 8„ 12'
WITH NO. 4 REBAR
18" 0. C. B. W. 8" CLASS "A" CONCRETE
WINO. 4 REBAR @ 18 " 0. C. B. W.
SECTION G -G CLASS "B" 6" CONCRETE
N.T.S. CUTOFF WALL W/ NO. 4
REBARS @ 18" O.C.
BOTHWAYS
SEAL -ENGINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Q�OF
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ESS/ONq! F
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE W ARic M. TORREYSO
C= No. 66068 �
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING � Exp. os -so -os
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN civ�\_
o��,�Q
OF C A��F
♦,� EFFECT.
N.T.S.
CLASS 'i4 "
CONCRETE L
REBARS @
NATI IRAI
SECTION F -F
N.T.S.
ROUTED
DETAIL "B"
SCALE: 1"=10'
/CURVE DATA
O DELTA/BEARING RADIUS LEN./DIST. TANGENT
AO 78'53'02 80.00' 110.14' 65.81'
B 39'21'36 100.00' 68.70' 35.77'
C N64'06'28
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ff'
fr
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/
/
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If
DETAIL "B"
SCALE: 1"=10'
/CURVE DATA
O DELTA/BEARING RADIUS LEN./DIST. TANGENT
AO 78'53'02 80.00' 110.14' 65.81'
B 39'21'36 100.00' 68.70' 35.77'
C N64'06'28
PER PLAN
15' MIN.
PER PLAN
FG
e 21
1.5 36
i rg) \i. �8»
• •a e' e
CLASS "A"
8" CONCRETE WITH N0. 4
REBARS @
18 " O.C.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
UNE 'A' AND 'B'
STO RAIN IMPROVEMENTS
,DETi41SHEET
.41
PPROVED BY•�
.C.E. 51152
SECTION E -E
N.T.S.
E 1\I G I I\I E E R 11\I G DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.T./0
PREPAR Y. ARIC M. T EPSON R.C.E. N0. 66068
EXP. 0 -08
CHECKED BY:
AT
Jam' DATE.�� r D� C.V.A.
DATE:
SCALE:
AS SHOWN
DATE:
NOVEMBER 2005
DRAWING NO.: 15
3802 25
"W
N/A
38.19'
N/A
PER PLAN
15' MIN.
PER PLAN
FG
e 21
1.5 36
i rg) \i. �8»
• •a e' e
CLASS "A"
8" CONCRETE WITH N0. 4
REBARS @
18 " O.C.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
UNE 'A' AND 'B'
STO RAIN IMPROVEMENTS
,DETi41SHEET
.41
PPROVED BY•�
.C.E. 51152
SECTION E -E
N.T.S.
E 1\I G I I\I E E R 11\I G DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
A.T./0
PREPAR Y. ARIC M. T EPSON R.C.E. N0. 66068
EXP. 0 -08
CHECKED BY:
AT
Jam' DATE.�� r D� C.V.A.
DATE:
SCALE:
AS SHOWN
DATE:
NOVEMBER 2005
DRAWING NO.: 15
3802 25
_A14