Water and Sewer Comments V11 OVERALLLEGENO
NOT TO SCALE
--�--�
BOUNDARY LINE
RIGHT-OF-WAY LINE
CENTERLINE
PROPERTY LOT LINE
O
PROPERTY LOT LINE (ZERO SETBACK)
EP
EXISTING EDGE OF PAVEMENT
PROPOSED VERTICAL CURB
PROPOSED ROLLED CURB
PROPOSED VERTICAL TO ROLLED CURB
TRANSITION SECTION
EXISTING VERTICAL CURB
EXISTING ROLLED CURB
- 5`4SS
EXISTING 5' CONTOUR
- 7644
EXISTING P CONTOUR
DRAINAGE SWALE
-�
PROPOSED STREET SIGN
EXISTING STREET SIGN
I^s
'
PROPOSED STREET LIGHT
F
EXISTING STREET LIGHT
PROPOSED PEDESTRIAN RAMP
DETACHED
WITH DETACHED SIDEWALK
ArracHED }`
":,;
oeracHso
PROPOSED PEDESTRIAN RAMP
.. DETACHED
WITH ATTACHED SIDEWALK
PROPOSED CONCRETE VALLEY GUTTER
STORM DRAIN LEGEND
PROPOSED SEEPAGE BED WITH
MONITORING WELLS
®
PROPOSED DROP INLET
®
EXISTING DROP INLET
SO
PROPOSED STORM DRAIN LINE AND MANHOLE
SD
EXISTING STORM DRAIN LINE AND MANHOLE
--U-W PROPOSED WATER LINE AND VALVE
-�W EXISTING WATER LINE AND VALVE
PROPOSED DOUBLE WATER METER SERVICE LINE
PROPOSED SINGLE WATER METER SERVICE LINE
EXISTING DOUBLE WATER METER SERVICE LINE
EXISTING SINGLE WATER METER SERVICE LINE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
SEWER LEGEND
10
SS- PROPOSED SEWER LINE AND STATION
SS - PROPOSED SANITARY SEWER LINE AND MANHOLE
-0-L SS - PROPOSED SANITARY SEWER LINE AND SERVICE
- SS - EXISTING SEWER LINE AND MANHOLE
- L SS - EXISTING SEWER LINE AND SERVICE
GRAVITY IRRIGATION LEGEND
--Lj�-GIRR- PROPOSED GRAVITY IRRIGATION LINE AND BOX
- GIRR - EXISTING GRAVITY IRRGATION LINE
PRESSURE IRRIGATION LEGEND
PIRR- PROPOSED PRESSURE IRRIGATION LINE AND VALVE
--@-1-PIRR-- EXISTING PRESSURE IRRIGATION LINE, SERVICE LINE
AND VALVE
HADLER SUBDIVISION
PRELIMINARY ENGINEERING PLAN
MERIDIAN, IDAHO - 2022
LOT 1 BLOCK 1 OF RESCUE RANCH SUBDIVISION,
LOCATED IN THE N 112 OF THE SW 1/4 OF SECTION 5,
T. 2 N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO
(
IX
PROPOSED A SOUTHEASTSUBD.N0.3
II
-
II
P ROPOSED AP SOUTHEAST SUBD. 0.3
I � I Unp attea
----------- -- ----------I-
-------
----------- EXIST. SSMH
E. VIA ROBERTO LN. 40.0 Drainage
- - - - - easement per Laredo-�
-----of°'---Estates Subdivision
S89,5215011E 1618.16' - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - /
--
®-----
�15. 0' City of Meridian � �_-- -7
10. 0' WIde�Publlc Sewer Easement 10.0' Idaho Power
_ _ _ _ ti
a - ° ut�iliti�tiond easem enter Easement per Inst. - -I� -
-E°==7 gE°--- No- 9290249 °'�--
_ - -
-
-
erto ILL. _L
rw'n�n 'nnr
NOT TO SCALE
ti2�9 10.0' Wide Rsdblic
u tilitles, drainage and 1-5 C�=tT fttq-ot Mer.rd+_ o
rrigaflon easement _2539_
Sewer Easement
,,2738==�_
-
-
Ec
-=E�=---
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14
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13
4,204 SF
12
4,480 SF
-11
3,800 SF
10
3,800 SF
9
3,800 SF
8
3,800 SF
7
3,800 SF
6
3,800 SF
5
3,800 SF
4
3,800 SF
3,3,968
JIF
2
SF
y
2'Ef
4,468 SF
3,80
�
S-A0OSF
5
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6
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7
3,800 SF
8
3,800 SF
9
3,800 SF
10
4,000 SF
s 1
SF
12
4,000 SF
13
3,800 SF
14
4,400 SF
15
3,800 SF
16
3,807 SF
17
18
19
234233
3,680 SF
BLO
K 3
IIII
10.0' Wide Public
utilities, drainage
and
-----
-�I�
7
_
_
J
3,887 SF
4,073 SF
4,367 SF
20
4,671 SF
21
q,g635F
22
4,338 SF
2
5,57
SF
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- -
°°
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from
manhole Instead
2
8 -
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5 ;'
6
7
8
9
10
� 11 `
12
13
_
15
16
17 18
19
-20-
21
22
23
24
25
31
32
33
34
IIII
I /
III
h�.
of
longer run
3,350 SF
3,2a0 SF
3,200
3,200 SF
3,2011SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,20O SIF
\3,209SV
3,368 SF
3,368 F
3,200 SF
3,200 SF 3,200
SF
:,,200 SF
3,200 SF
3-,200 SF
3,200 SF
3,200 SF
3,200 SF
3,368 SF
_
4,000 SF
3,800 SF
3,800 SF
3,790 SF
IIII
N
'1
19 _ _
h W 3
i
A
BLOCK 4
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-
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85
36
I
f
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C
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14
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SSMH
17
5,979 SF
5,771 SF
87
88
39
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z
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=
93,905 SF
-PIRR
5,457 SF
5,176SIF
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PIRR
PIRR
PIRR
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5,003 SF
4,277 3F
-
5.44
SF
20
H
-
-
41
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rn
1
3,800 SF
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roCI
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Subdivision
26
a,230SF
89_,5_2'36"W
32'
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PIRR
PR
PIRR
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s
27
3,423 SIF /
C2
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3,800 SIP i
��
3,200 SF
°
27 /
nq
3,219 SF'
III
Ea Ea
33
52
51
50
49
48
47
45
45
J14,
43
42
41\
40
39
28
/
IIII
r
°i
23 (
/
3,350 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
3,200 SF
"� -4,000 SF
3,200 SF
3,200
SF 3,�00
SF 3,200 SF
3,200 SF
3,368 SF
3,2O0 SF
y��
/ /
28 11
/
i
Block 1
UP crF
SSMH 7
\
/
z
%
38
3,373 SF
/
3 0 SIF / /
Rescue
Ranch Subdivision
�jC
37
29
Ih
320 SF
' O 36
3,5743E 3�
/ / /w
I
rr
24
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\
-
'
/
' '
3,200 SF 355
seem
Water bends s m
Q
3, 0 SIF s
[,
3,879 SF
'
320 SF 84
unnecessary.
�
/ /
SSMHS
-
ss
-
ss
W. ORION GREENS DR.-
ss s
_ _
ss s
Is
_ _
ss 27
3,zoo sF 33
3,2005F
Eliminate
24
23
24 25 o
26
I'
25
w. �
ec s
unn es ary
W
1
I
4,031 SF
-
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I
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3
3
l
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fittings.
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1
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1
26
BLOCK 1
W
a .
/
_ ��
22 /^' /
i�
4,136SF .d BLDCK2 ?9 H' 3,200SF M�
29 30 31 32 33 34 35 8§, 87 -m -1 -2 - 8 5� 7 /
`g 3,330 SF 3,200 SF 3,290 SF -3,200 SF ,200 SF 3,200 SF_ 32005 3�,400 SF 1 387 387 F 3,400 SF 3,200 SF 3d SF 3,200 SF 3,400 SF 4,
I BLOCK 1 /SSMH 13 21 / / / cmuxxovanoxs
2z - - - - 3.200 SF - 3,20o SF / / / NORTH
_ A � ,30 s p,
4,898 SIF 3,200 SF ry
10
-2740
PIm PI PIRq " PIRR PIRq o _ �6 ss 30 o so zo
- _ 3,20 SF 11 _
PIRR � ' PI PIRR
- - N89,52'3611W 669.21' v . 3,200 SF SSMH 12 3,520 SF /
- - - - - - SSD01- - _ - - - - 12 HORIZONTAL SCALE IN FEET
03 - - - oa - ca - 'a - - 9d Z�----��3 - - oa Od T- 2740-J 1 `°4 3,200 SF 13 q \ /
39
LINE TABLE
LINE
BEARING
LENGTH
_1
S89'52'50"E
30.00
L2
S89'52'50"E
7.00
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BRG.
CHORD DIST.
C1
1201.
225.00
3'OS27'
N88'20'52"W
1201.
C2
143.71
125.00
65'52'19"
S57'11'14"W
135.93
C3
75.80
50.00
86'51'39"
S67'40'54"W
68.75
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--- - - - - Ec EG - - Ec - - EG - - _ EG - - - - Ec - - - - - Ec - - " 3200 SF 19
3.19 SF 15
BZock 1 E� �V885 , ,3asssF
Laredo Estates Subdivision Cqv 316" -2141� 16 / PROJECT NO. 21-0701-HAD
W 3� Pm 3,065SF /
'� �pr O/7 ( 42 17 'LCtC / / ( DWG FILE PE.200
no t 3'065 SF 18 /
4,7475E / / DESIGNED BY BT
` RA
�w-/ DRAWN BY JTA
CHECKED BY BT
'7/7 ISSUE DATE 06/28/22
t'- 22¢� � HORIZ. SCALE AS SHOWN
�z- VERT. SCALE AS SHOWN
PEI.200
SHEET 3 OF 4
DACivil Innovations Projects\2021\21-0701-HADLER\200 - Construction Drawingst204 - Preliminary Plat\21-0701-HADLER-PE.200 (ENGINEERING - SEWER).dwg