HomeMy WebLinkAbout2047-1133
i
PROFILE SCALE
HOR I Z . In= 40'
VERT 1"= at,
SEWER STATIONS 0+00
j SEWER
DATA
1 + 00 2+00 3+00 4+00 5+00
Q
DELTA/BEARING RADIUS
LEN./DIST. TANGENT
Q
N
64 ° 22' 19 "E
53.00
Q
N
54 ° 22' 19 "E
6.41
Q
I
33
i
PROFILE SCALE
HOR I Z . In= 40'
VERT 1"= at,
SEWER STATIONS 0+00
j SEWER
DATA
1 + 00 2+00 3+00 4+00 5+00
Q
DELTA/BEARING RADIUS
LEN./DIST. TANGENT
Q
N
64 ° 22' 19 "E
53.00
Q
N
54 ° 22' 19 "E
6.41
Q
Q
05020'19" 1505.00
140.23 70.17
Q
N
590 02' 00"E
70.59
0
N
66014'11"W
90.76
C/L 8" WATER
3+ 54. 881 A.P.
N
2+ 74. 971 E. C. (;
1+36. 11 B.C.
1,+45.001 /4 %
FOR PH. 2 10 1 /4`
CONSTRUCTION
^}
5+ 26. 361 ON-,elLYUNe
x'14 g 23+ 91 .89 G04
4
14
Z 1 1 /�f ' /• 3 ti� / /
O /
1 + 00.00_ 1-4/v 1� 1 4 41 /
16+ 40.84
40
♦
.:g42A.
Vol*
2 + 99 .54 E.C.1 to � ,�Q /
� q ,
2 43 cP ST . STA . 1 1 +94.18 �`W�Q�
� 0 2 C/L M. H. #28 `
• 1 � o•� 0 3+-7 0.24 �� 0��.Q'v� ° ���Q�
Y 2
ST. STA. 12+65.,64 X a M�
®� °J�,.� )e , 7
F
-A-CT---- 1407(o - :� T
�-FILLY LA N --E
WATER
DATA
Q
DELTA/BEARING RADIUS
LEN./DIST. TANGENT
O
N 54022'199'E
36.41
Q
05020'19" 1487.00
138.55 69.33
0
N 59 ° 02' 00 "E
79.91
Q
N 66014'111tW
171.48
XH
PH. 2PH.
OCONSTRUCT
8" I.D. STEEL PIPE. CML
H.1
51
fes. 22015
txp 9-30-93
cVl C,
SEWER CONSTRUCTION NOTES
& ESTIMATE OF QUANTITIES
__ G T -
N0.
DESCRIPTION
UNIT
QUANTITIES
NO
DESCRIPTION
UNIT
XH
PH. 2PH.
OCONSTRUCT
8" I.D. STEEL PIPE. CML
H.1
PH•2
PH.
OCONSTRUCT
8" EXTRA STRENGTH V.C.P.
L. F.
2 .6
CONSTRUCT 8" GATE VALVE WITH
EACH
2
1
CONSTRUCT 48" DIA. PRECAST CONCRETE
MANHOLE PER CITY OF FONTANA STD.
EACH
U.
�J
DETAIL 112
CONSTRUCT 6" FIRE HYDRANT PER
4
380
�4
CONSTRUCT 4" EXTRA STRENGTH V.C.P.
HOUSE LATERALS PER CITY OF FONTANA
L . F .
EACH
co
p
V
N'
STANDARD DETAIL 125
O7
CONSTRUCT 8" - 45 BEND
EACH
2
G)
NIA
®
CONSTRUCT 8"- 22 1/20 BEND
EACHW'
1
CONSTRUCT TEMP. TERMINAL CLEANOUT
5A
AT THE END OF THE PHASE BOUNDARY
EACH
CONSTRUCT 8" - 11 1/4 BEND
EACH
��
PER CITY OF FONTANA STD. DETAIL 128
1
OREMOVE
TEMPORARY TERMINAL CLEANOUT
EACH
t(1
tsl`
AT PHASE BOUNDARY AND JOIN
CONSTRUCT THRUST BLOCK PER PER
EACH
N
N ol% I
�1�i2 M I NPc Aryl. H'I.YY✓5 �I�eI2 L�C
4T �O' I NSI Pe Tii6 LOT W/ Av PL.U,51,
a
L� RECORD DRAWING
WATER CONSTRUCTION NOTES
& ESTIMATE OF QUANTITIES
QUANTITIES
N0.
DESCRIPTION
UNIT
XH
PH. 2PH.
OCONSTRUCT
8" I.D. STEEL PIPE. CML
L. F.
4-5.,0
38. .4
3 C. 10 GAUGE MIN.
CONSTRUCT 8" GATE VALVE WITH
EACH
1
COVER PER STD. DWG ON SHT .
,tl..
CONSTRUCT 6" FIRE HYDRANT PER
3
O
STD. DWG. ON SHT . 13 .
EACH
p
V
N'
O7
CONSTRUCT 8" - 45 BEND
EACH
2
®
CONSTRUCT 8"- 22 1/20 BEND
EACHW'
1
1
09
CONSTRUCT 8" - 11 1/4 BEND
EACH
��
tsl`
10
CONSTRUCT THRUST BLOCK PER PER
EACH
N
C
STD. DRAWING ON SHT.13.
0
CONSTRUCT 8" PLUG PER STD. DWG
EACH
1
ON SHT,
O14
CONSRUCT 1 " SERVICE LINE PER DET.
EACH
11
ON SHEET 14.
=r _ The information on this drawing is obtained from others and
f must be verified in the field by anyone prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the paft$ that
i .
intend to use same.
t
RECORb DRAWING
1
J