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PREVAIL SUBDIVISION NO. 1
SSMH OFFSITE-3 e
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DITCH OR
OR RECONSTRUCT TO
RECONSTRUCT TO
EXISTING CONDITIONS [IF
EXISTING
7
DISTURBED]
CONDITIONS [IF
DISTURBED]
GRADE 4H:1V
TO EXISTING
S1131233820
JOSE ASEGUINOLAZA
5570 S MERIDIAN RD
R7824220044
SHAFER VIEW NORTH LLC
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]
4
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RECONSTRUCT To SSMH OFFSITE-4 II o
2 - EXISTING -
DISTURBED] D [IF i ��I�� -Il
S1236141820 ] _ _
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 ['11
0
MERIDIAN RD. (HWY 69)
29' L
TYPE 'P' SURFACE
REPAIR
496'
LF TYPE 'C' SURFACE
REPAIR
PER ISPWC SO
303
4' LF
FYPE 'C' SURFA
E REPAIR
PER ISPWC SD-303
ER ISPWC SD-
03
SSIVIH
OFFSITE-4
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FINISHED GRADE
-]EXISTING
GRADE
STA
9+32.49
Ift
2729.90
- -
--
-- --
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Ll19
_STA: 10+
INV. 2730.55
1.15
F 12"
z" WATER-
A: 9+21.40
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0.55%
INV*
2729.44
7
EX
12-
CMP
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381 LF
12" PVC
0.30%
Ll
88 LF 12"
PVC 00.30%
385 LF C—CT
(392 Lf
C)
OFFSITE
SEWER
PROFILE
H
R: 1 "=
0'
ER: 1
+40
8+70
9+100
9+130
9+160
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
1 \ 30 0 15 30 60
I
SCALE IN FEET
1 "=30'
273
272
27.
272
272
+2% ACCESS
PAD
4H:1V
MAX
v
7
SMH OFFSITE
3
ECTION
PROFILE
HOR:
=30'
VER:
1
"=3'
1+80 2+10 214
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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