WW Comments - Aviator Springs V12536
2534
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
O
N
M
IIIIIM IIIIIH IIIIIIH FMO� - 7
IE: 2524.79 cc
: 8+69.83, a
7
44.00'L7 SS b C5 0 ' a
524.84
N 2
M� -
Sewer Plan and Profile - N. Alameda Creek (South) °L=3=0====20W4MMMMMEEWO'
Horizontal Scale: 1" = 2U
SEWER - KEKLIK AILERON & ALAM DA SOUTH
Sta. 8+60
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = '
PROPOSED 12-IN STORM DRAIN
PROPOSED 4-IN PRESSURIZED
IRRIGATION MAIN
OF 8-IN PVC AT 0.45%
EXISTING GROUND AT CENTERLINE OF PIPE
PROPOSED GRADE AT CENTERLINE OF PIPE
122-LF OF 8-IN PVC AT
2536
2534
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00
OSSMH-23
SSMH-22 O 48-IN MH PER ISPWC SD-501
48-IN MH PER ISPWC SD-501 STA: 10+70.62, 0.00'
STA: 9+48.23, 0.00' RIM: 2531.21 ±
RIM: 2529.68± IE IN: 2519.90, 8-IN PVC (S)
IE IN: 2519.25, 8-IN PVC (S) IE OUT: 2519.80, 8-IN PVC (N)
E OUT: 2519.15, 8-IN PVC (W)
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE
ap O r O lD O M O r N N O N N c.y lD CS T M
dD r O lD tD � r � O (h lD O
N N N N N N N M M (h
N N N N N N N N N N N
Sheet Notes:
-� Or'
=- �1%- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
too';WE
LA N D
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
GROUP
CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
DIGGING.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
Sewer Keynotes:
1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
SHEET C1.00.
2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE
NO.3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3.
4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601.
5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH
MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE.
INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
WATER TIGHT SEAL.
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Revisions 1Q
1.
��SZONAL Erb
mot; ��G\ST0 Cfd^
a 11568
04/07/2022
JTgTe OF
9�ESW.�T
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
N Alameda Creek Ave
(South)
C5,01
-- - � -I I N
2526
2525
2525 /
2526 /
2528 - B 3/�
--_2528 - -
II
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
sa
ti
Sheet Notes:
►�
iF—�
oy%- THE
C .05
m
M
m m
B3 Lab
\5.000-SF
z B3 L47
5.000-SF
-
B3 L48
5.000-SF
B3 L49
4.955-SF
B3 L5c
63 F51
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
—,
r
� LAND
7001111
5152-SF
EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),
G R 0 U P
3
CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
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3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN N AN
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—Q
—Q
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—Q
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APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
LL
LL
LL
LL
LL
CD
LL
CD
LL
LL
N
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CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
_________
M o
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BBF52
PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
2529
p
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EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
2S3p
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
4'
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
DIGGING.
SD
cn
cn
cn
cn
cn
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
-- —
--
Ma
CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO
_---
x,
-------
-------- --
-----------
-------------------------
--------------
-----------
-------------------------
------ ------------
___
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
W W W
W vv
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W W W
W
W W
W W
W
W W
W W
W
W W
W W
', �,
MATCH PLANS.
16 4
¢
2S3
0
w
�
'90
2
2
2
2
2
4 SSMH-14
w 2
�
`9\
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
121-LF OF 8-IN PVC AT 0.45%� — —
�O
3+00_
—
— —
4+00
—
—
—
—
_ 5+00 —
—
—
—
6+00_
OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
SS SS
SS SS
SS SS
SS
SS
SS
SS
SS SS T SS
SS
SS
SS
SS
SS
SS
2528
294-LF OF 8-IN PVC
AT 1.98%
2
1
2
253p \
O SSMH-15
_
3
3 157.5°
2529
9
68ZF
_ -
Sewer Keynotes:
------------
------- - -
- -�--
-----------------------------
--------------
-- ---
------------------
-------
-----------
--------------------------
----------------
--------
-__- �F8.7NS
p�C4T
w
���
1. POTABLE WATER MAIN CROSSING- SEE CITY OF MERIDIAN SEWER NOTE NO. 2ON
2y2g Mn
Mn
SHEET C1.00.
R =
R = R
=
R
= R, VV =
R/W
R
R
=
•98q, S
_
dr
2 POTABLE/ NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE
N
NO.3 ON SHEET C1.00.
\\
/
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3.
2 i \ 25gp� 253g SSMH-13 4 \\
4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601.
�_ �_ �_ �_ ¢r 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH
q'z/MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE.
O 0O OO V: M 0 \ LL+ai of + ai v + of v + of + of v + of N Y. INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
M N M M N i/ N N N N N �yLL QLL GLL QLL ¢LL QLL Q �� LL w� LL 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
/ 3 \ WATER TIGHT SEAL.
I � Mo rno Mo Mo Mo Mo rno / p �
N
m JW 01 Ell mmmmmmmmmm m mmm3mmmmmmmmIIII�IIII�IIII�IIII�IIII�IIII�IIII� IIII���3��� mmmmm m
14 1111 14 O 14 14 14 — — 5 000SF 4 958 SF ..,..,5 w 'ICI C5 1
5,000- 5,0BF 00-SF 5,000-SF � 5.000-SF 5,000-SF 5 000-SF
\ O
Sewer Plan and Profile - W. Altitude St. 20' 40' y
Horizontal Scale: 1" = 20'
SEWER - ALTITUDE: St
.1+80 - 7
00
HORIZONTA
VERTICAL SCALE:
SCALE: 1"
20'
1" _ PROPOSED GRADE AT CENTERLINE OF PIPE
— — —
— —
— — — —
— — — —
— — —
— —
— — — —
—1`—
— — — — —
— — — —
— — — —
— — — —
— --
----
—
— — — —
----
--
EXISTING GROUND
AT CENTERLINE
OF PIPE
PROPOSED 12-IN
STORM DRAIN
PROPOSED
1-IN WATER SERVICE
PROPOSED 4-IN
PRESSUIRZED
IRRIGATION MAIN
PROPOSED 1-IN
WATER SERVICE
PROPOSED 1-IN
WATER SERVICE
PROPOSED
8-IN
WATER MAIN
AT
o
PROPOSED 1-IN
WATER SERVICE
0f 8-tN pVC
ca
,
68 LF
OSSMH-13
48-IN MH PER ISPWC SD-501
STA: 6+82.31, 0.00'
RIM: 2528.84+
4 SSMH-14
IE OUT: 2522.00, 8-IN PVC (NW)
48-IN MH PER ISPWC SD-501
pT
STA: 6+14.38, 0.00'
�F
OF 8 W PVC
RIM: 2529.19±
294
IE IN: 2520.66, 8-IN PVC (SE)
IE OUT: 2520.56, 8-IN PVC (W)
121-LF OF 8-IN
PVC AT 0.45%
SSMH-16 4
48-IN MH PER ISPWC SD-501
STA: 2+00, 0.00'
SSMH-15 O
RIM: 2528.40±
48-IN MH PER ISPWC SD-501
IE IN: 2515.38, 8-IN PVC (SW)
STA: 3+20.65, 0.00'
IE OUT: 2515.28, 8-IN PVC (E)
RIM: 2528.82±
IE IN: 2514.74, 8-IN PVC (W)
IE IN: 2514.74, 8-IN PVC (E)
IE OUT: 2514.64, 8-IN PVC (N)
EXISTING GROUND ELEVATION
AT CENTERLINE OF PIPE
PROPOSED GROUND ELEVATION
AT CENTERLINE OF PIPE
M O N
V
O W O
M N M
M
V
N
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O
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Qj O)
N N
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N N
lD
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N
W W
r
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N N N
O W
O
Qj !T
N N
O
to
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N
N
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N
O W
V
aj !T
N N
O cq
M
Qj !T
N N
O !T
N
Qj T
N N
�
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N
rT
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N
N O
T
W O
N M
N O M
a0 a0
W O cci
N M N
lIJ ,yy lIJ
N N N
,yy
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N
y� lIJ
N N
y� lIJ
N N
y� lIJ
N N
y�
N
lIJ
N
y� lIJ
N N
y� lIJ
N N
y�
N
Ln
N
� Ln
N N
� Ln
N N
� lIJ
N N
� lIJ
N N
� lIJ
N N
� lIJ
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N N N
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N N
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N N
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N N
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N N
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N N N
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
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Revisions Al
1.
��SZONAL ErY
mot; ��G\STE/iPp Cfd^
F>
4
11568
04/07/2022
JTgTe OF
9�ESW.�T
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
W Altitude St
C5,04
wTz 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00
$ss
1 3 33 L44
5,000-SF
C5. 5
SD SID `B3 L45
,�, Sewer Plan and Profile - W. Becky Ct.
% Horizontal Scale: 1" = 2U
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
2508
0 20' 40'
SEWER - BECKY: Sta. 1+80
- 6+60
= 20'
HORIZONTAL SCALE: 1
VERTICAL SCALE: 1 " —
'
— — — — — — — — — — — — — — ----
PROPOSED
GRADE AT
CENTERLINE OF PIPE
— — — — —
— — — — 7
— — —
— — — — —
— — — — — -
— — — —
— — — — —
— — — —
— — — — ---
PROPOSED
12-IN STORM DRAIN
PROPOSED 8-IN
WATER MAIN
EXISTING
GROUND AT
CENTERLINE OF PIPE
PROPOSED 1-IN WATER SERVICE
PROPOSED
1-IN WATER SERVICE
PROPOSED
1-IN WATER
SERVICE
PROPOSED
4-IN PRESSURIZED
IRRIGATION
MAIN
PROPOSED
1-IN WATER SERVICE
VC
154-U of
A-� 213%
4 SSMH-12
48-IN MH PER ISPWC SD-501
STA: 5+92.33, 0.00,
RIM: 2529.04+
IE OUT: 2522.00, 8-IN PVC (W)
SSMH-11 O
233-LF OF &VA
pVG AZ 2.1310
48-IN MH PER ISPWC SD-501
STA: 4+37.99, 0.00,
RIM: 2529.11
1E IN: 2518.71, 8-IN PVC (E)
IE OUT: 2518.61, 8-IN PVC (W)
L
t
SSMH-10 O
48-IN MH PER ISPWC SD-501
STA: 5+26.83, 0.00'L
RIM: 2529.26±
IE IN: 2513.53, 8-IN PVC (E)
IE IN: 2513.53, 8-IN PVC (S)
IE OUT: 2513.43,
8-IN PVC (N)
EXISTING
GROUND ELEVATION
AT CENTERLINE OF
PIPE
PROPOSED
AT
GROUND ELEVATION
CENTERLINE OF PIPE
m
N
N O
O N
N
N O
O N
N
N
O N
N
M N
O N
N
R N
O N
N
In N
O N
N
(h (h
(p In
O N O N
N N
R (h
O N
N
Q> th
M
O N
N
T (h
N
O N
N
Q> (h
O
N
Q> V
O
N O N
N
Q> V
O
O N
N
Q> V
W
O N
N
Q>
r
O N
N
W
W <q
O N
N
Q>
O <q
O N
N
N W
O N
N
R m
N
O N
N
R
W T
O N
N
O
M
W
N
Sheet Notes:
-� Or'
=- �1%- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
too';WE
LAND
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
GROUP
CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
DIGGING.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
Sewer Keynotes:
1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
SHEET C1.00.
2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE
NO.3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3.
4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601.
5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH
MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE.
INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
WATER TIGHT SEAL.
O
y
2532
y
2530
y
ca
CID
2528
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2526
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1✓ �
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2524
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2522
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Revisions Al
1.
2520
2518
2516
2514
EN
SZONALit
F>
4
11568
2512
04/07/2022
JTgTE OF �OP�o
4 W.T
Project No.: 120194
2510
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
W Becky Ct
2508
C5,07
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
2508
N
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
2508
co
N
8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11 +00 11 +20 11 +40 11 +60
EKLIK & PILOT: Sta.8+210 - 11 +60
L SCALE: 1" = 20'
ECALE: 1" = 2'
OF PIPE
PROPOSED
GRADE AT CENTERLINE
— —
— — — —
------
--- —
— — — —
— — — —
— — — — — — — — —
PROPOSED
12-IN STORM DRAIN
EXISTING GROUND AT CENTERLINE OF PIPE
PROPOSED 1-IN WATER SERVICE
PROPOSED 1-IN WATER SERVICE
PROPOSED
1-IN WATER
SERVICE
ea ,
N
154A5 O
O SSMH-09
48-IN MH PER ISPWC SD-501
STA: 11 +39.21, 0.01'R
RIM: 2527.18+
IE OUT: 2521.00,
8-IN PVC (W)
288 �F
OF 8.W pVC AT 2.02%
SSMH-08 4
48-IN MH PER ISPWC SD-501
STA: 9+85.32, 0.00'
RIM: 2527.37±
IE IN: 2517.88, 8-IN PVC (E)
IE OUT: 2517.78, 8-IN PVC (W)
EXISTING
GROUND ELEVATION
AT CENTERLINE OF
PIPE
PROPOSED
AT
GROUND ELEVATION
CENTERLINE OF PIPE
C6 cn
N
N N
of N
N N
N
N N
w�
N
N N
w
N
N N
N
N N
N
N N
N
N N
N
N N
rn
N
N N
� o
N
N N
0 0
N
N N
0 0
N
N N
�
� o
N
N N
N rn�
N
N N
o rn
N
N N
� rn
N
N N
Sheet Notes:
-� Or'
=- �1%- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
too';WE
LAND
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
GROUP
CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. NDARDS.
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
DIGGING.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
Sewer Keynotes:
1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
SHEET C1.00.
2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE
NO.3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3.
4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601.
5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH
MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE.
INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
WATER TIGHT SEAL.
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11568
04/07/2022
JTgTe OF "I
9�ESW.�T
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
W Pilot Ct
(East)
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2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
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Sewer Plan
and Profile -
W. Yoke St. (East
Horizontal Scale: 1" = 2G
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rn O
+
�
v
+
N V
In Inv
N V
In � �
6 Q
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12"61RR
12"GI R
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°�° I —2528—
+ s "PRR j 4"PIRR
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2
SSMH-24 (EXISTING) 5
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"SS STA: 3+15.93,
2"W I OFF: 47.48'R B3 L1
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IE: 2522.63 O 4,594-SF
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I IE: 2522'.04
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\ � ^
-- \
0
_ R/IAI • R/IAI RAAI
\ \ 2526 \
o \ \
2525 \
I / i
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
12"GIRR
12"GIRR
l
0 20' 40'
111
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40
SEWER - YOKE:
Sta. 4
80 - 7+80
HORIZONTAL
VERTICALSCALE:
SCALE:1"
1"
20'
PROPOSED
GRADE AT CENTERLINE
OF PIPE
77
EXISTING GROUND AT CENTERLINE OF PIPE
PROPOSED
12-IN STORM
DRAIN
PROPOSED 12-IN
STORM DRAIN
PROPOSED 1-IN
WATER SERVICE
PROPOSED 1-IN WATER SERVICE
OF 81N PVC A T
177%
O SSMH-04
48-IN MH PER ISPWC SD-501
STA: 7+60.85, 0.00'
RIM: 2526.10±
2.57-VF
IE OUT: 2520.00, 8-IN PVC (W)
SSMH-03 4
48-IN MH PER ISPWC SD-501
STA: 5+03.67, 0.00'
RIM: 2526.13-
1E IN: 2515.46, 8-IN PVC (E)
IE OUT: 2515.36, 8-IN PVC W)
EXISTING
GROUND ELEVATION
AT CENTERLINE OF
PIPE
PROPOSED
AT
GROUND ELEVATION
CENTERLINE OF PIPE
In
O
N
In
O
N
In
O
N
I17
�
�N
N
� N
N
� N
N
� N
N
� ON
N
� N
N
� ON
N
ON
�
N
�
� N
N
'6V� �N
N
L6NW r
N
N
O
O
N
SEWER - ALAMEDA (NORTH): Sta. 2+00 - 3+41)
HORIZONTAL
VERTICALSCALE:
SCALE:1"
1"
20'
PROPOSED GRADE AT CENTERLINE OF PIPE
EXISTING
GROUND
AT CENTERLINE OF
PIPE
PROPOSED 2-IN
WATER SERVICE
88-LF OF
BAN PVC AT 0.58%
4
SSMH-25 4
48-IN MH PER ISPWC SD-501
STA: 2+43.48, 0.00'
RIM: 2526.72±
O SSMH-24 (EXISTING)
48-IN MH PER ISPWC SD-501
STA: 3+31.84, 0.00'
RIM: 2527.52+
IE OUT: 2520.66,
8-IN PVC (N)
IE IN: 2520.15, 8-IN PVC (S)
IE OUT: 2520.22, 8-IN PVC (N)
EXISTING
GROUND ELEVATION
AT CENTERLINE
OF PIPE
PROPOSED
AT
GROUND
CENTERLINE OF
ELEVATION
PIPE
IR �
V
N
W
N
O) O^
ID
N
OJ O
N
V
O
N
N M
N
N
N
V
N
Sheet Notes:
_, Or'
=- �%- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
r WE
L A N D
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),
CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
maRt
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
DIG -LINE (208.342.1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
DIGGING.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
Sewer Keynotes:
1. POTABLE WATER MAIN CROSSING - SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
SHEET C1.00.
2. POTABLE / NON -POTABLE SERVICE CROSSING - SEE CITY OF MERIDIAN SEWER NOTE
NO.3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3.
4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601.
5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH
MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE.
INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
WATER TIGHT SEAL.
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Revisions 1Q
1.
��SZONAL ErY
mot; ��G\STE/iPp Cfd^
F>
4
11568
04/07/2022
JTgTe OF
4 W.
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
W Yoke St
(East)
C5,12