HomeMy WebLinkAbout3034-3CL INT
181+37.62 BEECH AVENUE
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DWG NO. 2956
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CONSTRUCTION NOTES
11 — INSTALL 15" EXTRA STRENGTH VCP SEWER O
4 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
(MODIFIED FOR 60")
REV REVISION DESCRIPTION
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CL INT
181+37.62 BEECH AVENUE
= 12+10.43 ALPEN LANE
rr�rl-\r r J� 1�7
CURB do GUTTER
CURB & GUTTER
PER MADOLE PLANS
DWG NO. 2956
B g0+00
o
A t
� z
sy
� XO
CONSTRUCTION NOTES
11 — INSTALL 15" EXTRA STRENGTH VCP SEWER O
4 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112
(MODIFIED FOR 60")
REV REVISION DESCRIPTION
1 -F -C OIZD DR-A1nl IK16S
75
74
R/W
Tq
CURTIS AVENUE
FUTURE CONSTRUCTION
I
I
3
00
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CL INT
186+69.72 BEECH AVENUE
10+00.00 CURTIS AVENUE
`—CURB do GUTTER I I M3 I ( 5
-R/W 78 11: —rr —
77 79 CURTIS AVENUE r \��r J
76 SEE SHEET 4 _ rJ c-) I
73 BEECH AVENUE
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
2-1% - 04 H6
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.
Ri� V10 W I N G
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F OF CAL�F�/
CURVE TABLE
M
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863.00'
co
B 1735'54' 265.07'
863.00'
+
O
863.00'
70.15'
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t
=
00
11
00
N
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CURTIS AVENUE
FUTURE CONSTRUCTION
I
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3
00
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\ � J
CL INT
186+69.72 BEECH AVENUE
10+00.00 CURTIS AVENUE
`—CURB do GUTTER I I M3 I ( 5
-R/W 78 11: —rr —
77 79 CURTIS AVENUE r \��r J
76 SEE SHEET 4 _ rJ c-) I
73 BEECH AVENUE
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
2-1% - 04 H6
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.
Ri� V10 W I N G
Q�pf ESS/OAr. _ :/7 i%1�
y�`�� pgtVWR E'
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= No. 31681 z 70
* Exp. 12/31/04
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F OF CAL�F�/
CURVE TABLE
O
O
TANGENT
A 526'39' 82.00'
863.00'
41.03'
B 1735'54' 265.07'
863.00'
�p1
O
863.00'
70.15'
O
O
=
000
r13
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II
U
000
W
CURTIS AVENUE
FUTURE CONSTRUCTION
I
I
3
00
M
ziI
-Ir rRAC r
1`
\ � J
CL INT
186+69.72 BEECH AVENUE
10+00.00 CURTIS AVENUE
`—CURB do GUTTER I I M3 I ( 5
-R/W 78 11: —rr —
77 79 CURTIS AVENUE r \��r J
76 SEE SHEET 4 _ rJ c-) I
73 BEECH AVENUE
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
2-1% - 04 H6
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.
Ri� V10 W I N G
Q�pf ESS/OAr. _ :/7 i%1�
y�`�� pgtVWR E'
CD Uj
'01681
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= No. 31681 z 70
* Exp. 12/31/04
\civic
F OF CAL�F�/
CURVE TABLE
CURVE ANGLE LENGTH
RADIUS
TANGENT
A 526'39' 82.00'
863.00'
41.03'
B 1735'54' 265.07'
863.00'
133.59'
C 9'17'41' 140.00'
863.00'
70.15'
LEGEND
EC END CURVE
CL CENTERLINE
MH MANHOLE
INT INTERSECTION
R/W RIGHT OF WAY
EX EXISTING
S SEWER LINE
SD STORM DRAIN LINE
GWMR GAUGE WELDED METAL ROD PIPE
W WATER UNE
ST STREET STATION
10+00.00 SEWER STATION
40 0 40 80
1 "= 40'
scale feet
1:11:11:117
H 1
Fbilmmman, Inc.
1:11117
A Civil Engineering •Planning -Surveying -Public Works
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
HAROLD A. GARCELON R.C.E. 31681 ATE:
RG
CITY OF FONTANA, CAL IFORN A
SUMMIT HEIGHTS 11
BY- SEWER PLAN AM PROFL.E
REF �CHAVBM
D BY:
REF
BY:
RD
'.07
n e Tr.
1 "= 40'
TE:
1-18-02
IG NO.: 3
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