HomeMy WebLinkAboutC3 Sewer Plan and Profile V1274
27:
272
272
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272
27:
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27C
PREVAIL SUBDIVISION NO. 1
SSMH OFFSITE-3 e
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OPTOP
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—
PROTECT EX
PROTECT EXISTING CMP
DITCH OR
OR RECONSTRUCT TO
RECONSTRUCT TO
EXISTING CONDITIONS [IF
EXISTING
DISTURBED]
CONDITIONS [IF
DISTURBED]
GRADE 4H:1V
TO EXISTING
S1131233820
JOSE ASEGUINOLAZA
5570 S MERIDIAN RD
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D Y I R7824220044
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�IU o1 E SHAFER VIEW DR.
TOP
i
i CONST. 113 LF
12" WATER MAIN [NO SAWCUT ACROSS HWY 69...
DIRECTION ALLY DRILLED OR AS OTHERWISE APPROVED]
131'� 4 1 _
-
raa TaP TOP - - -
1 — — — TOP— — — TOP TOP— TOP
—roP
301 �— 301 301 — — — 301 _— �— 301 _ 301 301 M ` — — — — — — — — —
Toe -- - - $ sae - _ _-woe- O .O
-
ei- l�ei — —nor- _ — —
- - - - ---� PROTECT EXDITCH OR
RECONSTRUCT TO SSMH OFFSITE-4 II o
2 - EXISTING CONDITIONS -
DISTURBED] ED DF
S1236141820 I IR�� EI ����
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PERCY FARMS LLC - SEE BRIAR RIDGE SUBDIVISION
5385 S MERIDIAN RD DEVELOPMENT PLANS. PLAN
DEMARCATION AT SEWER
S1236141820 BLOCK -OUT & WATER
PERCY FARMS LLC BLOW -OFF.
5385 S MERIDIAN RD IIL
0
!I If I
MERIDIAN RD. (HWY 69)
29' L
TYPE 'P' SURFACE
REPAIR
496'
LF TYPE 'C' SURFACE
REPAIR
PER ISPWC SD
303
4' LF
YPE 'C' SURFA
E REPAIR
PER ISPWC SD-303
ER ISPWC SD-
303
SSMH
OFFSITE-4
Z
N N
RIM:2735.40
N
INV IN* 2
14.20 12"W
co o
[B
OCKOUT W]
U) ^
INV OUT:2
14.10 12"N
Lo N
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Fes>>
r
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FINISHED GRADE
EXISTING
GRADE
STA
9+32.49
Ift
2729.90
- -
0-
--
-- --
---- -----
------
L
STA: 10+
INV. 27
1.15
.55
tS
119
F 12"
12" WATER
A: 9+21.40
�2 CMP
0 0.55%
17
2729.44
7
EX
12"
N
CM
® 0.04%
o�
oW
LO
=
+N
00
_
Q
H
(n
Q
381
F 12" PVC
0.30%
88 LF 12"
PVC 00.30%
385 LF C-CY
(392 L
C-C)
OFFSITE
SEWER
PROFILE
H
R: 1 "=
0'
ER: 1
+40
8+70
9+00
9+30
9+60
9+90
10
20 10
50 10
80 11
10 11
40 11
70 12
00 12
30 12
60 12
90 13
20 13
50 13
80 14
2742
2739
2736
2733
2730
2727
2724
2721
2718
2715
2712
?�609
I �
1 \ I 30 0 15 30 60
I
SCALE IN FEET
1 "=30'
273
27:
272
272
272
+2% ACCESS
PAD
4H:1V
MAX
v
7
SMH OFFSITE
3
ECTION
PROFIL
HOR:
=30'
VER:
1
"=3'
1+80 2+10 244
2+70 3+(
KEYNOTES
APPROX SAWCUT LINE SHOWN. SEE
MERIDIAN RD. REPAIR SECTION, SHEET 2.
O
REMOVE EXISTING BLOW -OFF ASSEMBLY
& CONNECT TO EX. 12" WATER MAIN.
Q3
CONST. 2" BLOW -OFF ASSEMBLY
(FUTURE WATER MAIN EXTENSION)
PER MERIDIAN W13.
®
POTABLE/NON-POTABLE MAIN
CROSSING. REFER TO WATER NOTE 2
ON COVER SHEET 1.0.
LID
CONST. GRAVEL ACCESS PAD AS SHOWN.
USE SECTION SHOWN ON THIS SHEET.
ALL SEWER MANHOLES ARE TO BE 60" INNER DIAMETER,
CONSTRUCTED PER ISPWC SD-501.
THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED
FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF
MANHOLE.
THECITYOF MERIDIAN REQUIRES 5 FEET OF COVER OVER
WATER MAINS THAT RUN ON MID -SECTION LINES.
ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18,
PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.
BENCH MARKS 61
TBM #1 - 2726.57 - RIM OF EX SEWER MANHOLE-2.
LOCATED APPROX STA 2+00 ON EXISTING SEWER MAIN.
SEE SHEET 2.
TBM #2 - 2730.45 - BRASS CAP [HIGHWAY MONUMENT]
LOCATED APPROX STA 5+20. SEE SHEET 2.
14'-0"
7'-0" 7'-0„
2% 2%
ct
PLACE 8" MIN. OF 3/4" MINUS
CHRUSHED AGGREGATE COMPACTED TO
95% DRY DENSITY. OVER COMPACTED
SUBGRADE.
p 14' GRAVEL ACCESS ROAD
TYPICAL SECTION
NOT TO SCALE
2736
1733
!730
!727
g24
NOT APPROVED FOR
CONSTRUCTION
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F�TF OFF
S. CRP
CHECKED BY:
DAVID A. BAILEY P.E.
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