WW Comments - Aviator Springs V1IAN
` _2540 _2535=
APPROVED
Ohre osrz5122
�2531 2532 2533 2534 2535 2536 2537 2538 2539 2540 2541 2542 2543 2544
2536
2534
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
O
M
N
■in�����������I�
M M All M M M M � M M M M
T I SSMH-22 O4 /L
— 10+00_ 10+70.62
r SS SS SS "� SS —SS —SS SS
122-LF OF 8-IN PVC AT 0.45%
O4 SSM 3
v
— o
O B1 L25
uuld„ d„4 z,zaz-sF llald,4
— I I
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— o
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STA:8+79.36
F�o�(111-NI NI m NI NI NI 0
7 IE: 2524.79
: 8+69.83, °C
44.00'L SS.-4 C5
524.84
N 2
nn, i
Sewer Plan and Profile - N. Alameda Creek (South) ° 20' 40'
Horizontal Scale: 1" = 20'
SEWER - K
"KLIK AILERON
EXISTING GROUND
AT CENTERLINE
OF PIPE
— — — — — ---
— — —
— — — — ---
— — — — ---
— — — —
— — — — Z
PROPOSED GRADE
AT CENTERLINE
OF PIPE
PROPOSED 12-IN STORM DRAIN
PROPOSED 4-IN PRESSURIZED
IRRIGATION MAIN
OF 8-IN PVC AT 0.45%
243-LF
OF 8-IN PVC
AT 0.45%
122-LF
SSMH-22 O
48-IN MH PER ISPWC SD-501
STA: 9+48.23, 0.00'
RIM: 2529.68�
OSSMH-23
48-IN MH PER ISPWC SD-501
STA: 10+70.62, 0.00'
RIM: 2531.21 ±
IE IN: 2519.90, 8-IN PVC (S)
IE OUT: 2519.80, 8-IN PVC (N)
IE IN: 2519.25, 8-IN PVC (S)
IE OUT: 2519.15, 8-IN PVC (W)
GROUND ELEVATION PROPOSED
AT CENTERLINE OF PIPE AT
EXISTING
GROUND ELEVATION
CENTERLINE OF PIPE
N
N
N
N
N �
N
N �
N
N
N
N �
N
N
N Z;
N
N C7
O
zw)
N
O C7
C9
6 z;
N
0 '
f0
6 zr;
N
M
O
M
N
& ALAM DA (SOUTH
Sta. 8+60 - 11 +00
HORIZONTAL
VERTICAL SCALE:
SCALE:1"
1" _
20'
'
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
Sheet Notes:
or�.�,
=, �%-- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
L A N D
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
EDITIONCONSTRUCTION (ISPWC),
RAND
G R 0 U P
TY OF MERIDIAN STANDARDS, ADA COUNTYHIGHWAYHR HWAY DISTRICT STANDARDS.
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 (206.342.1585) 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 N0.2 ON
SHEET C1.00.
2. POTABLE /NON -POTABLE SERVICE CROSSING -SEE CITY OF MERIDIAN SEWER NOTE
N0.3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD 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
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y
y
n
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0
a00
Revisions Q
1.
�SZONAL EN
a,
68
04/07/2022
OF
9�ES W. vT"
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan &Profile
N Alameda Creek Ave
(South)
C5,01
N Sheet Notes:
APPROVED N d�gF 1;,; 33 L47 33 Las es Los es Lw 1. COMPLY WITH ALL NOTES ON SHEET C1.00. wn WE
C.5 WE
�,E a _ _ _ _ _ 009-51 s,00Oo sF s 000-sF 4,955-SF 11151 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST .
I O O O I. LLI■LLI. L�LI. —GROUP
ru�ol ��m'y � 5,1525E EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),
3 3 i 3 3 3 3 CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. ��
2526 N rn r rn rn O NO IXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
ZSZS LyL NCO NMO NCO NMO NCO ��'
r �
N N N N N
�' 0 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
2525 / M ` i j c uw c ry V V APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
LL'Q ii LL'Q ii LL'Q ii 11'G
r LL r LL r LL r LL r LL m o' CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
2526 / ! M m o w o rn o w o rn o hQ ? B3 L52 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
2527 - IO 2529 O p 6,042-SF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
2528 - _ _ _ 3 2530 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
N 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 R INVERTS DO NOT
W W W W W W W W W W W W W W W W W W W
y;,MATCH PLANS.
, W W W W N w 2
SSMH-16 4 �S,g 2 2 4 SSMH-14 ` 1, 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
0 �� '900 2 2 2 `9 OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
0 121-LF OF 8-IN PVC AT 0.45%� — _ 3+00_ _ _ _ 4+00 _ _ _ _ _ 5+00 _ _ _ _ 6+00_ 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 W 5`'
294-LF OF 8-IN PVC AT 1.98% 2
5 13 25 2 3 04 SSMH-15 �529 3 3 157.5- 252\ _ - Sewer Keynotes: #
_ _ 88 Z
30
------------------- - - - --------------------------------------------- -- ------------------------------------------------------------------------------------------------------ FCFB SS
o.\ 2 --_- \ \ /NpU q IM `� 1. POTABLE WATER MAIN CROSSING -SEE CITY OF MERIDIAN SEWER NOTE N0.2 ON
5 g C r SHEET C1.00.
R R \ R 2 R R R R R 98q, S
II = _ _ _ _ _
i
3 � `\ 2. POTABLE /NoN-POTABLE SERVICE CROSSING -SEE CITY OF MERIDIAN SEWER NOTE
1-17, 0 1 NO.3 ON SHEET C1.00.
v� \ uuv \
i
a / \\ 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3.
2 ' i \ 253p� 253g SSMH-13 4
4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601.
S (�
m' 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED, CORE THROUGH
oa'' Q \\ GG \\ MANHOLE WALL AND THROUGH TO EXISTING CHANNEL, ENSURE SMOOTH FLOWLINE.
N two nr 0 Ow0 thr 0 two wr o vwo d.•tsJ \ G
N cc of + m ci + m w+ m c+ m c+ m c+ m c+ m N 'ACID
\ INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
[C N N M N M M
In In
N d N N N N .. N .. Ly N .. Ly N .. Ly
N a l w r t w r LL w r LL w r t w r t w r t w r LL c� Al- \ \ 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
N O o 3 0 3w o 3 o O o O o O \ WATER TIGHT SEAL.
im B4 L8 B4 L7 B4 L6 B4 L5 B4 L4 B4 L3 B4 L2 B4 Ll C5 '
�.00951 5,000-SF 5,000-SF 5,000-SF 5,000-SF 5 000-SF — 5,009-Sf 4 958 SF \
IR _
t� S
Sewer Plan and Profile - W. Altitude St. 20' 40'
y
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
Horizontal Scale: 1" = 20'
SEWER - A
TITUDE: Sta.
1 +80 - 7-1
HORIZONTAL
SCALE: 1"
20'
VERTICAL
CALE: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 1.9890
PROPOSED 1-IN
WATER SERVICE
OF 84AVgC
68 VF
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
Al g8%
STA: 6+14.38, 0.00'
OF 8-tN PVC
RIM: 2529.19±
2g4-lF
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 O
48-IN MH PER ISPWC SD-501
STA: 2+00, 0.00'
RIM: 2528.40±
SSMH-15 O
48-IN MH PER ISPWC SD-501
IE IN: 2515.38, 8-IN PVC (SW)
STA: 3+20.65, 0.00'RIM:
IE OUT: 2515.28, BAN PVC (E)
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 PROPOSED GROUND ELEVATION
AT CENTERLINE OF PIPE
AT
CENTERLINE OF PIPE
O
M
w
w
w
(O
M w
(O T
N O)
O)
N
O O
N M
w O w
p
c6O
c6O
a6 O
c6 O)
c6 O)
c6
O)
c6 O)
c6 O
6
O
Qj O
0) O
6 N
6O)
0) O)
0)
O
6 O
6 O
6 O
6 O
O] O
6 O 6
O)
w O
w O w
N
N N
N
N
N N
N N
N N
N
N
N N
N N
N
N
N N
N N
N
N
N N
N
N
N N
N N
N N
N N
N N
N N N
N
N N
N N N
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
_
y
y
c
Ell
an
I�
y _cc
cc
0
co
E co
a� M
aco
00
a m
a m
Revisions Q
1.
,,ZONAL EN
tV G\
04/07/22022
JTgTe OF 0P�o
9�ESW.vT
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
W Altitude St
C5,04
.19 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
�s
m �� 5,001 5,001 5,0001 5,001-3F 5,661 B3 L37 �25,
- 4,630-SF 28
\ O O 3 O B3 L36
APPROVED 3 �a61� N o N 4,868-SF
C5. 6 = v� mo v� N� O
OS/25/?2 ( M J m. J M J M J
Ohre 2528- — _ STA: 5+71.02, O
ru:�P-gym,=IEllmm mm
• N + o N + o N + �— N + oo rn O OFF: 76.59'L 3 /
5 D ..N ..m i' ..m ..� NN J
IE: 2523.51
v o
N �
co h p
y O N + v
2529 "' "' `r
� i nne nne
a-
-------
v rn .'
\ 2 W W / W W- W W W W W W W W W — W ---- --- co / I
`� 4 SSMH-10 / W --- -' 3
90 1 / cc 2 2 2 2 W W /
00 _ — _ 3+00- — — — _ 4+00 — 2 W � /
\ e S /ASS SS SS SS ISS S SS SS S SS SS S W I
\ li \14
238-LF OF 8-IN PVC AT 2.13% S S �5+00 2 W W W �
/ 3 3 2529 SSMH-11O SS SS
�i2 / -- \ / -------------------------------------------------- -7------------------- ----- ----- --------- D�154-LFOF81 S2.1—
/---------_ u % SS /
„SSoI \ ------------ — SD 9
-_ -- s� I
n SSMH-12i]4
a / S D
I �
2528 I
/ I
so S o 0 o o5
w II rn v o v v o rn v o rn m
m 0 0 O H O i C0 N O \
NNO Nr.+jO Nr.+jO NCO m
m m m m
a NQLL NQi� NQi� NQim
O N =�0 =W0 =W0 =W0
O 1
1 3r 83 L44 83 L43 83 L42 Be L41 STA: 5+41.84,
5,001 5,001 5,001 5,745-SF
� II - ea L40 O3 OFF: 60.42'R
s.oao-sFR I
IE: 2523.77
sF
I
C5 L45 B3 2529 TA: 6+09.95, I
D SD �' FF: 67.35'R O3 I
2523.54
aam ao
Sewer Plan and Profile - W. Becky Ct. 20' 40'
Horizontal Scale: 1" = 20'
2532
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
2508
SEWER - BECKY: Sta. 1
+80 - 6+60
= 20'
HORIZONTAL SCALE: 1
VERTICAL SCALE: 1 " —
'
PROPOSED
GRADE AT
CENTERLINE OF PIPE
----
----
— — — —
— — — —
--
----
----------
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
1-IN WATER SERVICE
PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN
154 VF OF B-IN PyC
AT 2 A3%
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
48-IN MH PER ISPWC SD-501
OF 81N
238
4C AT 213%
7199, 0.00'
RIM: 2529
IE IN: 2518.71, 8-IN PVC (E)
IE OUT: 2518.61, 8-IN PVC (W)
SSMH-10 O
48-IN MH PER ISPWC SD-501
STA: 5+26.83, 0.001
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
PROPOSED
GROUND ELEVATION
AT CENTERLINE OF
PIPE AT
CENTERLINE OF PIPE
OJ
O O
N
N
O� O
N
N
a0
N T
N
M N
N
R N
N
u'1 N
u')
N
O)
m m
f0 u-!
N N
O) m
R
N
O� m
M
N
T m
N
N
O]
N
T
m V
O
N
T V
c6
� N
N
T V
c6
� N
N
O� LLJ
r
O N
N
a0 lD
O
O N
N
T (D
c6
O N
N
N OD
O N
N
V O
N
O N
N
R
a0 T
O N
N
O
M
O
N
Sheet Notes:
VA F�.�,
=, �%-- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
A
LAND
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
OF THE IDO STANDARDS FORINTY KS CONST
STANDARDS,
GROUP
AND ADA COUITION
CITY OF MERIDIAN HIGHWAY D ST RICT° TAIN ARDS.
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
m
y
2530
y
Ca CJ
2528
Z J
n
2526
I�
CA cc
1✓ cfl
O �
o
Cc
2524
CD co
CZco
Z cC
Ln
2522
Q c
Revisions Q
1.
2520
2518
2516
2514
�SZONAL EN
4 R�01 C
68
2512
04/07/2022
of P�� �o
J''>e
9�ESW.vT
Project No.: 120194
2510
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
W Becky Ct
2508
C5,07
DWIT
APPROVEEDDD
Ohre osrz5122
rYNI WRF 1P-
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
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
SEWER - KEKLIK & PILOT:
Sta. 8+21O - 11 +60
= 20'
HORIZONTAL SCALE: 1"
VERTICAL SCALE: 1" =
2'
PROPOSED
GRADE AT CENTERLINE
OF PIPE
77=
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
OF p12.02%
81N PVC
15A-�F
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 TN PVC A� 2,02%
SSMH-08
48-IN MH PER
4
ISPWC SD-501
0.00'
STA: 9+85.32,
RIM: 2527.37±
8-IN PVC (E)
IE IN: 2517.88,
IE OUT: 2517.78,
8-IN PVC (W)
EXISTING
PROPOSED
GROUND ELEVATION
GROUND ELEVATION
AT CENTERLINE OF PIPE
AT
CENTERLINE OF PIPE
m
O r
rn p
O
rn m
M
rn
rn r
O
rn r_
rn r
V
rn a
M o
N
o
O CDO
N
R
N
N N
W N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Sheet Notes:
VA
F�.�,
=, �%-- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
A
LAND
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
KS
EDITION OF THE IDO STANDARDS FORCONST
STANDARDS,
GROUP
CITY OF MERIDIAN AND ADA COUINTY HIGHWAY D ST RICTO TAIN ARDS.
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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68
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JTgTe OF P�o 1�
9�ES W.
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan & Profile
W Pilot Ct
(East)
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Sewer
Plan
and Profile
-
W. Yoke
St.
(East)
2530
2528
2526
2524
2522
2520
2518
2516
2514
2512
2510
V
Horizontal Scale: 1" = 2G
SEWER - Y KE: Sta. 4
80 - 7+80
HORIZONTAL SCALE: 1"
VERTICAL SCALE: 1" _
20'
'
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„SS STA: 3+15'93,
2"4V I OFF: 47.48R B3 L1
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PROPOSED GRADE AT CENTERLINE OF PIPE
--- ------------------------------
AEXISTING 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
T 17T% O SSMH-04
OF 81N PVC A 48-IN MH PER ISPWC SD-501
257 �F STA: 7+60.85, 0.00,
RIM: 2526.10+
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±
IE IN: 2515.46, 8-IN PVC (E)
IE OUT: 2515.36, 8-IN PVC (W)
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE
LL9 LL9 N-1 LL'l LL'l 49 LL9 LL'l 4') LLS O O V N O
N r O N Ql N W T n O O O T V M C^ C0 C^ M rfl N Ql r r
u� uJ uJ uJ uJ uJ R R R R u� Ln
O N O N O N 'A N 'A N� N 'A 'A N 'A N 'A N 'A N 'A f0
N N N N N N N N N N N N N N N
2530
2528
2524
2522
2520
2518
2516
2514
2512
2510
O
EXISTING
12"GIRR �
/--------------_ 12"GIRR
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0 20' 40'
PIPE
SEWER - AI.AMEDA (N
RTH : Sta.
+00 - 3+411
HORIZONTA
VERTICAL
SCALE: 1"
CALE: 1"
20'
5,000.5E
PROPOSED GRADE AT CENTERLINE OF
2526
EXISTING GROUND AT CENTERLINE OF PIPE
PROPOSED 2-IN WATER SERVICE
88-LF OF 8-IN PVC AT
SSMH-25 U
48-IN MH PER ISPWC SD-501
STA: 2+43.48, 0.00'
RIM:2526.72±
—IE OUT: 2520.66, 8-IN PVC IN
OSSMH-24 (EXISTING)
48-IN MH PER ISPWC SD-501
STA: 3+31.84, 0.00'
RIM: 2527.52+
IE IN: 2520.15, 8-IN PVC (S)
E OUT: 2520.22, 8-IN PVC (N)
GROUND ELEVATION PROPOSED GROUND ELEVATION
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE
O
O N O N O N O "z
N N N N N N N
2530
2528
2526
2524
2522
4
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
EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),
CIT
STANDARDS.
GROUP
Sheet Notes:
N% OF�.i,
�%-- TH E
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
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LA N
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
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Revisions Q
1.
,,ZONAL EN
� e
68
04/07/2022
OF `OP��
9�ES W. vT"
Project No.: 120194
Date of Issuance: 04.07.2022
Project Milestone: Permit Set
Sewer Plan &Profile
W Yoke St
(East)
C5,12