S-96-4.8T
1
T
,1
2
1�1
I
IiEe
20
O
O
N
u
62+00
MICHIGAN AVE.
I
/YBP44c� W/ O -/P
P'5PZ cmaD ST,D. 6 - /09
Q36. Z
= W
Cn Z
- d J
Uy
!
HYDRAULIC
DATA
d = 90"
D = 5.62'
n = 0.013
S = 0.00037
Q = 134.06 cfs
= 86.60 MGD
V = 3.8 fps
1♦
63 +00
64 +00
b "A.C.P, C.W D.
l -4 av .CBL.- P.8(q� �
l -4 aGR.CBL.- P.B(gaq� l'SUR,C,BL -P6.
STA 64 +4 .8 B.C.STA.64 +80.0
- 0-- /z'S
/D" YC.P. C. M. S. D_
b" .G. TL. C
T L . .G
63 +6 .274-1#71 _.
� DI
r
I �
N '6u
SICILY AVE.
65+00 66 +00 67 +00
CALIFORNIA AVE.
PRC. SM. 5 +98.40 I 1
8 "A.C. P - M. C. IA D.
AB AID r :3 30" V. C.P. - C S. D.
— 30" - -- —
65+00
n
i—A
� m
68 +00
6-470Ar /ON
E.C. STA. 67 +/6.79(8K.)=
E.C. STA. 67 +16.24 /A14OJ
STA 67 +43.90 ZA
69+00
—�— — 7— -- _ - - - - -- /0 "5 - - -- --
=M
2l
11LD.8 R. BL. -PB.
8" V.C.P. -C.
�-
16+2 .28 !rc A T.
GISLER
0
I 1 4` 4 "01-1 -
4 8 " VC. PCM5.D. I (o"5 TL. - 5.C.6.
8 "A.C.P MC W D ( 12 "A.C.P- M.C.W..D.
ro 3" TL . —:5.C.&
24"D /.)0 OR
CM L. C. S. P. - 0C'!D.
I
GIBRALTAR AVE.
II
c
.._.t._... •; � 1111. '�
ow-
AVENUE PIPE CURVE DATA
20
10
70 +00 71 +00
CONSTRUCTION NOTES
1O CONSTRUCT 90" R.C.P. WITH TYPE I BEDDING
4 "A.C.P - M. C. W. D. ( O 1a CONSTRUCT 84" I.D. MANHOLE ON 90" R.C.P. SEWER PER DETAILS ON SHEET 21
/
/ O
/ 44 REMOVE AND DISPOSE OF EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION AND
0
�— + REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO
_ CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET MINIMUM BEYOND
=305 ti EACH SIDE OF THE SEWER TRENCH, JOIN DETAILS TO BE APPROVED BY MESA
j O Q Z CONSOLIDATED WATER DISTRICT.
l — U
4uj 2
U)
TE T — J W
W aulL r
Q
DRIVEWAY ?ROfESS/ph
WQ�v v Ev6FMf,rr4fs
g w %0.CI7A4
- ._111 .►
• „v i - —
O
R
Q
L
TAN.
OG
/000'
64700'
118-39'
5927'
C +f