HomeMy WebLinkAbout3853-210+00
3
V)
\ ,
�9
0
I
.a
0
00
�U)
11+00 12+00
29 ul
40.8 P.E.
8 18 ST. STA. 10+35.92
q CB - "A"
W=14.0' ; V= 3.9'
TC=1638.58
CP 'C -7A' d�
SEE PROFILE
STA. 10+14.61 SWR X-IIVG ON SHEET 4
BOT. SD = 1633.54
TOP SWR = 1624.96
'TA. 12+38.61 LINE "C-7" Q INT.
=STA. 10+00.00 CP "C -7A"
=STA. 10+00.00 CP "C -7B"
� 1 8 -_
STA. 11+85.99 BC
41.6 P.E.
WATER QUALITY LINE "C" PER
LINE "C" INFRASTRUCTURE SO
IMPROVEMENT PLANS
DWG NO. 3803
27 STA. 11+60.46 EC
44.5 P.E.
PROP. LINE 'C-7 i
SEE PROFILE
HEREON
15 STA. 10+60.00 BC
2J CONCRETE COLLARD)
JOIN EXISTINC
46.1 P.E. STORM GRAIN
v
X111
At
3n
71
w _
_.
r`
- �-ITT1
_..
.� .
:.a..._.. -------
POPO SEFINISH
S JRFA E C �/ F :,
_.
� C N�- �-� �. SPS � �6?7tijO .- � • w -�,
/N� ° . X6333 2 FIN0 v
-
w._
w
�, w M Q_IYDRAU IC .D
- sc :0 r-
.,
AXy.
-DRAU LIC DA"A
Q �'pw. �� 5
_ v_
_.� �3 _
..-
�Q1001:r 37Zfs -
k.,_, 5 fps 1 y� y
.......r... .,�E->4
LU
W,
.....
T T
a
- Q.
-� te.
y _ a
(N _.
--
-
LLI
HE
Q m. o
..
µ�
- -
n
13+00 14+00 15+00
STA. 10+15.63 SWR X-ING ST. "'TA. 11+21.07
BOT. SD = 1633.45 30W=26.0'
- CLCi 3 - ..D„ 8 O 11
TOP SWR = 1626.31 3 Jr_1 W= . 0' ; V=5.0'
STA. 12+56.67 EC J 1 TC= 639.62 3) `'
7 S 12+42.63 41.8 P. E 42 5 P.E. 3 >J
H. SHAFT 41.1 P. E C -7C
SE PROFILE STA. 13+49.78 LINE "C-7" IN 43.2 P.E. 43.9 P.E.
ON SHEET 4 =STA 10+00.00 CP "C -7D" CL
13+52.43
M.H. SHAFT 7 PRO . 8" SEWER N 1
14+00 15+0
J .r PR P. 8" WATER �v
16+00
JJ
44.6 P.E.
C GLEN WOOD A
r r
45.3 P. E.
1`71
46.0 P.E.
3 8-
48.5 P.E.
PROFILE SCALES
HORIZ.: 1 "=40'
VERT.: 1 "=4'
/ u `� STA. 12+85.61 LINE "C-7" C INT. �ST. STA. 11+72.60JF
=ST
A. 0+00.00 CP "C -7C" 12 q CB - "-C�- 8 9 71 STA. 17+99.39 8C
ST STA. 10-1-69.00 w=28.0' ; V=6.0' PROP. L/NE'C-7'CONSTRUCTION®���
6 C CB - B 8 9 TC=1640.13 SEE PROFILE ST. STA. 16+24.54
W=4.0' ; V-4.4' STA. 10+09.90 WTR. X -WG HEREON STA. 18+17.06 EC 8 9 11
TC=1638.95 BOT SO = 1633.48 ; V=7.8' O CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
CP wC-m• TOP WTR = 1631.71 16M.H 13 STA. 18+17.64 WTR. X-ING W=14.0' CB - "K"
El M.N. SHAFT TOP SO = 1638.76 TC=1644.75
SEE PROFILE CP C -7D. BOT WTR = 1639.76 O CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
ON SHEET 4 SEE PROFILE 4O
6 STA. 10+10.75 MR. X-ING ONHEET 4 CONSTRUCT 36" RCP (D -LOAD PER PROFILE)
BOT. SD = 1633. 5
TOP WTR = 1631.3 O6 CONSTRUCT 48" RCP (D -LOAD PER PROFILE)
r f' _
r I I /
J r� J J � 1 2`� 1 is 1 J 1 f 1 J �7 CONSTRUCT MANHOLE PER APWA STD. DWG. N0, 322-1.
43.2 P. E. 43.9 P. E. 44.7 P.E.
0 41.1 P.E. 45.4 P.E. 46.1 P.E. 4
41.7 P.E. 42.5 P.E.
EXISTING LINE "C-7' 7.5 P.E. 49.9 P.E. O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2.
Z) °o WATER QUALITY LINE "C" PER �9 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN CASE A PER APWA STD. PLAN 313-1.
LINE "C" INFRASTRU TORE SD ------------
IMPROVEMENT PLANS - --- '---------------
DWG NO. 3803 _ _- 1 1 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1.
12 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2.
` 13 CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1.
r r✓ V Y - - _ - - _ - -- 15 CONSTRUCT CONCRETE COLLAR PER APWA STD, PLAN 380-2.
Q�OFE SI
�� 7�� ��O M RFNq� 16 CONSTRUCT 12" CONDUCTOR TUBE PER WVWD STD. W-23.
�.., ���' ��R aA�/ G_ 18 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN CASE B PER APWA STD. PLAN 313-1.
V) BASIS OF BEARINGS: LEGAL DESCRIPTION:
� L
BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
I
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
•c ,1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO.
Lu AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
E FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
14 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
N RECORDER OF SAN BERNARDINO COUNTY, BEING
�o BENCH MARK:
R' DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
i > INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
z° SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
ti FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
E Q) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ZQ) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
a
�0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
a o MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
o J NAVD 88 - 1508.56 (FEET)
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
l \ 1 /2ECOf20 O,¢AW/n/G
OWNER/DEVELOPER I SOIL ENGINEER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
GRAPHIC SCALE
40 0 20 40 80
I 1
1 " = 40'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
ry
`� No. 0'068 �
D(P. OG I
4�c 1 V I \-
SEAL -ENGINEER
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
®
15'35'54"
369.00'
100.46'
50.54'
B
N89 -22'48"E
-
25.53'
-
C
90000'00"
45.00'
70.69'
45.00'
D
N00"3711299W
-
542.72'
-
E
45°00'00"
22.50'
17.67'
9.32'
F
N44°22'48"E
-
11.19'
-
G
N87 -00'52"W
-
40.01'
-
H
N19'40'29"E
-
35.81'
-
I
N45°2110293W
-
37.91'
-
J
N44°22'48"W
-
20.51'
-
PROFILE SCALES
HORIZ.: 1 "=40'
VERT.: 1 "=4'
/ u `� STA. 12+85.61 LINE "C-7" C INT. �ST. STA. 11+72.60JF
=ST
A. 0+00.00 CP "C -7C" 12 q CB - "-C�- 8 9 71 STA. 17+99.39 8C
ST STA. 10-1-69.00 w=28.0' ; V=6.0' PROP. L/NE'C-7'CONSTRUCTION®���
6 C CB - B 8 9 TC=1640.13 SEE PROFILE ST. STA. 16+24.54
W=4.0' ; V-4.4' STA. 10+09.90 WTR. X -WG HEREON STA. 18+17.06 EC 8 9 11
TC=1638.95 BOT SO = 1633.48 ; V=7.8' O CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
CP wC-m• TOP WTR = 1631.71 16M.H 13 STA. 18+17.64 WTR. X-ING W=14.0' CB - "K"
El M.N. SHAFT TOP SO = 1638.76 TC=1644.75
SEE PROFILE CP C -7D. BOT WTR = 1639.76 O CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
ON SHEET 4 SEE PROFILE 4O
6 STA. 10+10.75 MR. X-ING ONHEET 4 CONSTRUCT 36" RCP (D -LOAD PER PROFILE)
BOT. SD = 1633. 5
TOP WTR = 1631.3 O6 CONSTRUCT 48" RCP (D -LOAD PER PROFILE)
r f' _
r I I /
J r� J J � 1 2`� 1 is 1 J 1 f 1 J �7 CONSTRUCT MANHOLE PER APWA STD. DWG. N0, 322-1.
43.2 P. E. 43.9 P. E. 44.7 P.E.
0 41.1 P.E. 45.4 P.E. 46.1 P.E. 4
41.7 P.E. 42.5 P.E.
EXISTING LINE "C-7' 7.5 P.E. 49.9 P.E. O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2.
Z) °o WATER QUALITY LINE "C" PER �9 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN CASE A PER APWA STD. PLAN 313-1.
LINE "C" INFRASTRU TORE SD ------------
IMPROVEMENT PLANS - --- '---------------
DWG NO. 3803 _ _- 1 1 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD. PLAN 308-1.
12 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 331-2.
` 13 CONSTRUCT MANHOLE PER APWA STD. PLAN 321-1.
r r✓ V Y - - _ - - _ - -- 15 CONSTRUCT CONCRETE COLLAR PER APWA STD, PLAN 380-2.
Q�OFE SI
�� 7�� ��O M RFNq� 16 CONSTRUCT 12" CONDUCTOR TUBE PER WVWD STD. W-23.
�.., ���' ��R aA�/ G_ 18 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN CASE B PER APWA STD. PLAN 313-1.
V) BASIS OF BEARINGS: LEGAL DESCRIPTION:
� L
BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE
I
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO
•c ,1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, MERIDIAN, COUNTY OF SAN BERNARDINO.
Lu AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
E FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH
14 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
N RECORDER OF SAN BERNARDINO COUNTY, BEING
�o BENCH MARK:
R' DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
o CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
i > INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
z° SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
ti FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
E Q) FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ZQ) ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
a
�0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
a o MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
o J NAVD 88 - 1508.56 (FEET)
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
l \ 1 /2ECOf20 O,¢AW/n/G
OWNER/DEVELOPER I SOIL ENGINEER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph: (951) 279-3000
Fax: (951) 279-2100
DATE I ENGR. I CITY I DATE
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
Ph: (714) 630-1626
Fax: (714) 630-1916
GRAPHIC SCALE
40 0 20 40 80
I 1
1 " = 40'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN
EFFECT.
ry
`� No. 0'068 �
D(P. OG I
4�c 1 V I \-
SEAL -ENGINEER
LATERAL
QftOfESS1ONq�
A
B
C
D1
wARIC M. TORREYSO
m
ELEV. "S"
ELEV. "R"
No. 66068
CP "C -7A"
Exp. 06-30-06/
63°23'18"
OF C
JUNCTION STRUCTURE DATA
MAIN LINE
LATERAL
STRUCTURE TYPE
A
B
C
D1
D2
L
ELEV. "S"
ELEV. "R"
LINE "C-7"
CP "C -7A"
MH 322-1
63°23'18"
18"
1.44'
36"
48"
---
1633.43
1633.51
LINE "C-7"
CP "C-78"
MH 322-1
43'18'30"
18"
2.06'
36"
48"
---
1633.43
1633.54
LINE "C-7"
CP "C -7C"
JS 331-2
44°43'50"
24"
2.80'
36"
36"
---
1633.28
1633.38
LINE "C-7"
CP "C -71D"
MH 322-1
45'00'00"
24"
1 2.26'
1 36"
18"
---
1633.62
1633.68
A E I A--I�CASC
ENGINEERING DRAWN BY:
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S.
PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY:
D.J.D. /
PREPARED BY: ARIC M. TORREYSON R.C.E. NO. 66068 CHECKED BY:
EXP. ATE:06-30
fir! ' < ''�'�aJ DATE: �1 l3 17 t� A.M.T.
CITY OF FONTANA, CALIFORNIA
COYOTE CANYON
LINE "C-7"
RAN AND PROFILE
EER R.C.E. 51152 DATE:
SCALE:
AS SHOWN
DATE:
JUNE 2005
DRAWING NO.: 2
3853