CC - WW Comments 2540
_2535
Sheet Notes: ..� �,►.••
THE
1. COMPLY WITH ALL NOTES ON SHEET C1.00.
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST L A N D
EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), •
�2531 2532 2533 2534 2535 2536 2537 2536 253g 254Q 254y 2542 2543 2544 ` CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - GROUP
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,
2530 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
LO PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
— — ——— — — _ `" _ _ ——— EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
2530_ FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
a M/ai 1VVJU M/a I AAM A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
a THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
_11001------ -- -- DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
DIGGING.
M M x+'x 11`I M _ M_ M M M M M M
� 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN,
SSMH-22 O ��O ti CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
pcP — 10+00_ — — 10+70.62 MATCH PLANS.
SS SS SS SS �
122-LF OF 8-IN PVC AT 0.45% 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
OSSMH-23 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE
_81 CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
o _
\ C-) Sewer Keynotes: #
z 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
U_ SHEET C1.00.
0LL. 61 L25�
2,247-SF
�lElld �, d ti bElld ti 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE
C\, NO.3 ON SHEET C1.00.
i
OS OS
o 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3.
0
rn 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.
LO
�' STA: 8+79.36 INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
no � �_J•_A" Bi L24
iE: 2524.79 (r 5,070-SF 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
: 8+69.83, °C / WATER TIGHT SEAL.
44.00'L SS C5 0
524.84
0
M
C/3 2 N
M"I. _
O
Sewer Plan and Profile - N. Alameda Creek (South) 20' 40' C4
Horizontal Scale: 1" = 20,
C2
2536 2536
SEWER - KEKLIK AILERON & ALAMEDA (SOUTH): Sta. 8+60 - 11 +00
HORIZONTAL SCALE: 1" = 20' CA
SCALE: 1" = 2'
2534 2534 W
ca
Z �
EXISTING GROUND AT CENTERLINE OF PIPE
2532 2532
----- -- ------- -- --------------- ———— ——-
CA cc
2530 2530
10 cc ro
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PROPOSED GRADE AT CENTERLINE OF PIPE 0 co
� �
2528 2528 Q
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Lo
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2526 2526
Revisions
PROPOSED 12-IN STORM DRAIN
1.
PROPOSED 4-IN PRESSURIZED
2524 IRRIGATION MAIN 2524
2522 2522
2520 O 2520
122-LF OF 8-IN PVC AT 0.45%
243-LF OF 8-IN PVC AT 0.45%
ZONAL �,
2518 SSMH-22 O 48-IN MH PER ISPWC S OrsD-501 2518 �� -
48-IN MH PER ISPWC SD-501 STA: 10+70.62, 0.00, 68
STA: 9+48.23, 0.00' RIM: 2531.21±
RIM: 2529.68± s 04/07/20220
IE IN: 2519.90, 8-IN PVC (S) �q P�
IE IN: 2519.25, 8-IN PVC (S) IE OUT: 2519.80, 8-IN PVC (N) s4 TE of 0
2516 IE OUT: 2519.15, 8-IN PVC (W) 2516
3
= EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project No.: 120194
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE Date of Issuance: 04.07.2022
Project Milestone: Permit Set
2514 2514
o oco CD cc ti N r N o M co M c o Sewer Plan & Profile
M �
Lr) N Alameda Creek Ave
� N N N Lo N N Lo N coLo Lr) co Cl) CO
N � � � � � � � �
N N N N N N N N N (South)
0 3 a 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
--- 5 .
�s N Sheet Notes: ..� �,►.•,
TH E
C 5 B3 L46 B3 L49 1. COMPLY WITH ALL NOTES ON SHEET C1.00. WEA
C111B3 L50 � 0
LAND
N
. - - - s � � � � � i ` � ` MF - �__:7_� i 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST p
5,152-SF EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC),
2526 � 1 i N � � II � CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. � � GROUP
N c2 r , r M O NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
2525— ■I I TL��� =
NO N O NO N O CV
NCO NM M NM NM O � 0�
+ + N + + + N'Cb 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
I
2525 Li Li Li Li6i 6i ;; N
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
U U U U U_ co C)• CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
2526 / L 1 N W o W o W o W o N o �Q B3 L52 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
CID
2527 �p 2529
o 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
_ A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
� I � i
see
--..-2528--- °°°°
�::: \ as
4' THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
r
MTR MTRI MTR DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
N DIGGING.
R "' R W R/W R R/W R/W -A
S° ��/ �`� C/' C/' C/' C/' C/' 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN,
Ed MTR
CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
' ------- ---------- -- ------------------_ ------------- -------. --———— -----_ MTR
---- CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
x-' W W W W W- ���, W W 1 W W W W - W W W W W W W W W W W W �,
MATCH PLANS.
-�" W w 2 '
SSMH-16 O �Su'p 2 2 O SSMH-14 �'S� 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
2+0 0 3+00 go. 2 4+00 2 _5+00 2 6+00 19 OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE
121-LF OF 8-IN PVC AT 0.45/0 — — — — CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
SJ,N SS SS SS SS SS SAN SS SS SS SS SS SS SS T SS SS SS SS SS SS SS SAN w
o � 294-LF OF 8-IN PVC AT 1.98% \ 2
�' 1 2 2529 S - - 2529
0 - Sewer Keynotes: #
253p \ 4 SSMH-15 T 157.5� 68``\ w \\
T
_ ----- ------- -- _ - -------- ------ --- - - OF SS
SAN G i (.%) ,N 2g j CA C%) cn ---- ,--\\ 8.7Np�CgT 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
�� SHEET C1.00.
R/W - R - R - /W R/W - R - R R R - R98/ S 6X 3 \ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE
Sly+ 7 N0.3 ON SHEET C1.00.
X,
aiw \ aiw aiw aiw / \\ 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3.
\ 2530� p
2 I \
___ ____ SSMH-13 4
S ----
4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD-601.
Ln Ln Ln Ln Ln Ln r — ��
_ _ _ _ 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH
c`ni� T o T o co 1- o T ti o �ti o d o d o ^o o' Q \ MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE.
N co o a�oo 0 oco o Mr o �o o cor o �o o p M ctj
CY) v + v + v + v + v + N Y_ M INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
N OC N N M GV Cl) N M COO N� � N� C' N Ln C' CV Ln C' � � h \
LO L0 � � � N CID
N 9L N .. • N .. N .. N .. N .. N .. .. N .. ..
N v LL; LL; LL; LL; LL; LL; LLi F- � \ 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
—�U:) o —cn o —cn o —cn o —cn o —cn o —cn o 0
`" 3 3 3 3 3 3 3 3 1 WATER TIGHT SEAL.
M LO
N O O O \. O O O O O \`
B4 L6 34! C5.01
5,000-SF % �� 4.958-SF
N J9 � � S
� I N N
He O
Sewer Plan and Prof - W. Altitude St. 0 20' 40' _
C4
Horizontal Scale: 1" = 20'
i
C2
cc
2532 SEWER - ALTITUDE: Sta. 1 +80 - 7+00 2532
HORIZONTAL SCALE: 1" = 20' CA
VERTICAL SCALE: 1" — 2' PROPOSED GRADE AT CENTERLINE OF PIPE CA
2530 ------------------- ----- ----- ---- — ------------------------ ---- ----- ----- ---- --- 2530
Z �
— J
2528 EXISTING GROUND AT CENTERLINE OF PIPE 2528
■1
PROPOSED 12-IN STORM DRAIN �
PROPOSED 1-IN WATER SERVICE y cc
OWN
2526 PROPOSED 4-IN PRESSUIRZED IRRIGATION MAIN 2526ro
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PROPOSED 8-IN WATER MAIN M
aa N
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2522 co 2522 Revisions 1�
CDPROPOSED 1-IN WATER SERVICE
Ui $WPVC Al °
, 68-LF OF 1.
OSSMH-13
2520 48-IN MH PER ISPWC SD-501 2520
STA: 6+82.31, 0.00'
RIM: 2528.84±
OSSMH-14 IE OUT: 2522.00, 8-IN PVC (NW)
48-IN MH PER ISPWC SD-501
j STA: 6+14.38, 0.00'
2518
2g4-LF OF 8-IN PVC RIM: 2529.19± 2518
IE IN: 2520.66, 8-IN PVC (SE)
IE OUT: 2520.56, 8-IN PVC (W)
2516 2516
IO 121-LF OF 8-IN P °
VC AT 0.45/°
O oN A L �N
G\S
2514 I SSMH-16 0 2514 '
48-IN MH PER ISPWC SD-501 68
ISTA: 2+00, 0.00, SSMH-15 O 04/07/20220
RIM: 2528.40± 48-IN MH PER ISPWC SD-501
IE IN: 2515.38, 8-IN PVC (SW) STA: 3+20.65, 0.00' 114 sw.G��
IRIM: 2528.82±2512 IE OUT: 2515.28, 8-IN PVC (E) IE IN: 2514.74, 8-IN PVC (W) 2512
IE IN: 2514.74, 8-IN PVC (E) Project No.: 120194
IE OUT: 2514.64, 8-IN PVC (N) EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Date of Issuance: 04.07.2022
3 I AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE
Project Milestone: Permit Set
2510 2510 Sewer Plan & Profile
co O N co O O W W f` f` O O O f` f` f` W W co W co W co W co W co O r O N O N O co W Altitude St
V V T V Lf') CO ti W CP O r N M V Lf') CO ti CO U_" V Cl) N O 00 00
O W O W O W O W O cp O c0 O cp O c0 O CSj O dj Cn dj Cn O C) O C) dj O CSj O O O "i O Cn O O O Cn C) Cn C) Ci C) � O C O �
M M M M N N N CV CV N N N N N N N CV CV CV CV CV CV CV M M
N N N N N N N N N N N N N N N N N N N N N CV CV N CV
� � � U') Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 � Lr) � � � L L L �
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 N N
ma 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 C5mO4
5,000-SF 5,000-SF 5,000-SF 5,001-SF 5,666-SF B3 L37 �s2
4,630-SF �
Sheet Notes: ..� �,►.•,
N cn O O O O - B3 L36 �� ������ THE
C5. G o d o �o N o O 4,868-SF
N 1. COMPLY WITH ALL NOTES ON SHEET C1.00. Ivy
I Ell
C o o N o o N o o -- -- -- - - 2528 -- - N o rn STA: 5+71.02, . LAND
�'� o �,`� o o �,T o �' 3 OFF: 76.59'L .
- 3 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
SD p `V . `i M `•V M N N N o o EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), • GROUP
w .. w .. w .. di u,o o IE: 2523.51
—¢ I L —¢ I L —¢ I L N 7
+ o CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS.
can IL L IL � co
D n O n O n O n O SD C C C C w .. �* N M � NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
LO - LO
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- 529
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F ` 2 � CD �
1 _ 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
W APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
/ X o MT R/
CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
Cn / MTR MTR
\ v, i PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
�� ,=-_ ------,, I EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
\ ` LMrq 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.
r/ `129 / - - - - SCIO 2 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
\ oasasa,oa;e U) --- -- ----- ------- ------------- -------------------------- ------------ ----- --- ------------___ 3 I. DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
------- ---' cn ---
\ 2 —W W / W W - W W W- - W W W W W W _ / I DIGGING.
SMH-10 190. X / 2 2 2 2 W - W - --- --- ------/ / ` I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN,
4 S 1 / \ W , CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
+00 _ 3+00 4+00 2 v� I I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
\ SIN S SS SS SS SS- S SS SS S SS SS S SAN W - — W I MATCH PLANS.
\ / 238-LF OF 8-IN PVC AT 2.13/° 52g - SS - - _ S -- 5+00 2 W W W �
i / 2 SS � I 5� is \ I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
N / r r SSMH-11 O sD ��SS 2 I r'� OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE
roro
cn D -_�154-LF OF 8-/ SS= — N CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
--------------
� / -- ---- --------------- --- ---------------- - ----- ------ -----------____-- au-- PVC °
_ AT2.13/ SS
R/W `-" R/ `_i' cn _ - - SD SS �Q
SS , /, - R/W - - - � SD SAD , Sewer Keynotes.
SD
N c0i) / aiw aiw 'SSMH-12'[a4 � I 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
N SD SHEET C1.00.
D
2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE
S28 // I NO.3 ON SHEET C1.00.
I
j coCCCCCC LO_M N 3. INSTALL 4 IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER MERIDIAN SD SW3.
co co -ZI:cov + v + v + C v + d /
N N M N M M N CO M N� CO ` ' I 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD 601.
0_ N� L N� L N� L N� L M p 00 p
wO O wO O wO O wO O CND
5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH
O (D O w / I MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE.
",252j\ ' "' o I INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
IB3 L44 B3 L43 B3 L42 B3 L41 O /
5,000-sF 5,000-sF 5,000-sF 5,745-SF STA: 5+41.84, 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
1 O I \
B3 L40 O OFF: 60.42 R R I WATER TIGHT SEAL.
Cn 5,000-sF IE: 2523.77
E �Iiiiii — aiw ---
---
I
Eli
C5. 5 � 63 I
L45 2529
/ ,os6-SF� STA: 6+09.95,
D I
IE: 2523 54R O
_ I Z
Sewer Plan and Profile - W. Becky Ct. 0 20' 410 _
C4
Horizontal Scale: 1" = 20,
2532 2532
SEWER - BIECKY: Sta. 1 +80 - 6+60
HORIZONTAL SCALE: 1" := 20'
VERTICAL SCALE: 1" — 2' PROPOSED GRADE AT CENTERLINE OF PIPE
2530 2530 y
---- ---- -- ---- --------- ---- ---- ---------- -- - C�
2528 ———— 2528 MMJ
7 PROPOSED 12-IN STORM DRAIN
PROPOSED 8-IN WATER MAIN EXISTING GROUND AT CENTERLINE OF PIPE ■1
2526 2526
PROPOSED 1-IN WATER SERVICE
Oro
o I-
2524 2524 � C M
PROPOSED 1-IN WATER SERVICE 0 Q
PROPOSED 1-IN WATER SERVICE CZLO
-
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2522 2522 co
PROPOSED 4-IN PRESSURIZED IRRIGATION MAIN PROPOSED 1-IN WATER SERVICE
a cy) �
OF$-W pVC A12130I6 154 4 SSMH Revisions
O 1�LF -12
1.
2520 48-IN MH PER ISPWC SD-501 2520
STA: 5+92.33, 0.00,
RIM: 2529.04+
IE OUT: 2522.00, 8-IN PVC (W)
2518 2518
SSMH-11 O
48-IN MH PER ISPWC SD-501
238-`F OF$-IN PVC A1213°I° RIM: 2529.11 0.00'
2516 IE IN: 2518.71, 8-IN PVC (E)
2516
IE OUT: 2518.61, 8-IN PVC (W)
2514 2514 %oNAL �N
G\S
68
4 s 04/07/2022 0
251 L r' SSMH-10 2512 ��TF OF \�P�
48-IN MH PER ISPWC SD-501
STA: 5+26.83, 0.00'L
114 W.G�
RIM: 2529.26±
IE IN: 2513.53, 8-IN PVC (E)
IE IN: 2513.53, 8-IN PVC (S) Project No.: 120194
2510 IE OUT: 2513.43, 8-IN PVC (N) 2510 Date of Issuance: 04.07.2022
Project Milestone: Permit Set
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Sewer Plan & Profile
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE W Becky Ct
2508 2508
Co M 00 r Cf� CC) LC) LC) O O O O 67 6) 6) 6) 6) 00 6) N r O
3 a O O O N CV N coco cococoM LO Co Co a0 O
CV CV N co CC) CO Ln coN r O O coti coO r N 00 M
coco co co � C5mO7
N O 00 07 N O N O N O N O N O N 07 N O N O N O N O N O N M N M N M N M N M N O N O N M N CO
U-) N U-) N LO N Cf) N LO N LO N LO UJN 11") N Ln N 11") N 11") N 11") N 11") N C\J N C\J N C\J N C\J N C\J N C\J N C\J N C\J N O N
LO
N LO N C\J N lf) N N N C\J N C\J N LO N lf) N lf) N lf) N CQ N CQ N C\J N C\J N C\J N C\J N C\J N cli N C\J N CQ N CQ
N N N N N N N N N N N N N N N N N N N N N N
B3 L17 . B3 L18 B3 L19 B3 L20
5,000-SF 5,000-SF 5,000-SF 5,517-SF I
I I \
2s 4g850�SF �� � �, sheet Notes: �; �i= THE
z�
O O3 O 3 B3 L21 — — �N N/ 1. COMPLY WITH ALL NOTES ON SHEET C1.00. � 0
� , 4,875-SF — — 252 , LAND
0 oa'o � Cj ooc0 � L?0000 6 — / 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
C o C\J o � o Cl? O STA: 11+03.17, — — — — — EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), •
w CO+ , N CO w M N+ CO
r=w O OFF: 72.71'L cs / CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - GROUP
`—" O EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
rn CO"' co IE:2521.69- c�6,
c~i30 , NO Q �i cn O
- - - -- /
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
2528 _" "' APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
o
\ \ PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
MTR' MTR \ 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.
— R/W R R/W MTR \ \ THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
cn cn v7 \
\ DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
-------- --------- ------------- ------------- --------- �r \ \ DIGGING.
co \
'A/ W W W W W W W W `-" ,,-' \\ \ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN,
v
O ---- 5 \ CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO SSMH-08 W CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
_ _9+00 W_ _ _ MATCH PLANS.
S SS SS SS I SS SS SS SS SS SAN 10+00 2 W W ?S2j
288-LF OF 8-IN PVC AT 2.02% — W 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
252a , 172° SS S — W gyp/ __ \ OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE
SS 7 W -�� CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
154-LF —SS — 11+ 2 50
-- ------------------ ------ -------- ------------
S° SD— OF 8-IN PVC �SS OO
- - - - - ----- __ ��SD - -------- AT 2.02% J SS
�, p --- —SD — SS Sewer Keynotes: A'i = R = R = S R = _ - ----- S SAN
TT m __ 00� ; 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
-
aiw � _ �\ — - SD SHEET C1.00.SSMH-09 O
2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE
2528 - \` \ NO.3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3.
00 � 00 � ORco-Z3- � �
m + o ' N+ N+ i N+ o \\ ' 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD 601.
N c p M N 0 0 �M N Cn M / N p� 0') C p N CC \
� � � / 0�i N N ti� 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH
11'N o ' w N o w N o "'� o r M2S?jC\Jam MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE.
w o INSTALL KOR-N-SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
\� O --- 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
B3 L2�J B3 L28 �lo�� B3 L27 B3 L26 B3 L25 STA: 10+86.27, WATER TIGHT SEAL.
5,000-SF \ ' 5,000-SF 5,000-SF 5,044-SF 5,385-SF O OFF: 58.77'R R
IE: 2521.62
1 '
STA: 11+54.93,
B3 L24 OFF: 68.08'R 3 Z
J 5,527-SF IE: 2521.28
� O
Sewer Plan and Prof ile - Wo Pilot Ct (East) 0 20' 40' _
C4
Horizontal Scale: 1" = 20,
2532 2532
SEWER - KEKLIK & PILOT: Sta. 8+20 - 11 +60 C2
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
2530 1 2530 y
PROPOSED GRADE AT CENTERLINE OF PIPE CA
I
2528 2528 Z
2526 2526
y
EXISTING GROUND AT CENTERLINE OF PIPE PROPOSED 12-IN STORM DRAIN
O OWN
� o
0
2524 PROPOSED 1-IN WATER SERVICE 2524 E 0
v 00
M
a_
PROPOSED 1-IN WATER SERVICE C-:) �
2522 2522 M
' PROPOSED 1-IN WATER SERVICE c\J a'
C �
a cy) �
0
LO
Revisions 1
2520 2520
' 154-LF OF 8-1N PVC Al2. 4 1.
O SSMH-09
' 48-IN MH PER ISPWC SD-501
STA: 11+39.21, 0.01'R
RIM: 2527.18±
2518 ' IE OUT: 2521.00, 8-IN PVC (W) 2518
SSMH-08 O
OF
2516 $-�N PVC AT 2' 48-IN MH PER ISPWC SD-501
2gg"LF STA:9+85.32, 0.00, 2516
RIM: 2527.37±
IE IN: 2517.88, 8-IN PVC (E)
' IE OUT: 2517.78, 8-IN PVC (W)
2514 ' 2514
�)ZON A L
G\S
68
2512 2512 s 04/07/02220
9TE OF \pP
"IESW.G �
3 I
2510 ' 2510 Project No.: 120194
Date of Issuance: 04.07.2022
' EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION Project Milestone: Permit Set
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE
Sewer Plan & Profile
o
2508 2508 W Pilot Ct
LO co 00 o co co (East)
co co co co co M o 0 0 0 M CD
O m co I� CO U_" � co N r O O r N V r U_�
CD T CD CD CO CO CO CD CD co co co ti ti ti ti (0 CD CO
00 a0 ti ti ti ti ti ti ti ti ti ti ti ti ti ti C.fl
N N N N N N N N N N N N N N N N N N� N � N LO N Lf) N Lf) N Lf) N LO N LO N LO � N LO � N LO � N LO � N LO L N LO N LO N LO LO N LO LO N LO N
5mO9
N N N N N N N N N N N N N N N N N CV
N N N N N 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
�, °SRN I L UIr51.5 14 UIrSrS I C Un n 1-MrArl sale le UIrM "'_'' 1 CUIrirS
I I I I I � r I I I \— I — ° INN
/ -2528— — Sheet Notes:
"D1Q° 1
4"P 4"PIRR 4"PIRR ( 4"PIRR 4"PIRR 'PIR X "P RR 4"PIRR . COMPLY WITH ALL NOTES ON SHEET C1.00. 0 THE
��
— — — — — — — —
\ _ � \J �� � SSMH-24 (EXISTING)O 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST
LAND
\ 2524 .R \ MTR i EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC), •
i CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. - GROUP
4 SS STA:3+15.93 NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
2"VV
' \ r — OFF'47.48'R B3 L1
2 1 i IE:2522.63 O 4,594-SF 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
C APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
0 i CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
\ �6, 'o PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
' I N I- EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE
N N B2 L12 a FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS
/I N 3,142-SF a po I 3 i A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
B2 L6 B2 L7 62 LB i 62 L9 62 uo �s�� BZ ut I _ II DIG-LINE(208.342.1585)FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO
' 5,000-SF 5,000-SF 5,000-SF I — — 5,200-SF 5,000-SF 5000-SF U_ \ _CZ) DIGGING.
o� \ 2 _ I
cc: 00
I 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER,STORM DRAIN,
O Q, i I CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
W J M J 00 J r \ I M J 00 J I l u STA:
r 0 M CM o Cp(M o \ Ln U-) o rn U-) o I SS 2+70.35, CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
' rno Oho orno \ oa' o ono OFF: -
c�1 + N + N + \ N + N + 47.48R B3 MATCH PLANS.
U')CO Ln r- 3 IE: 3
N .. N .. N .. \ N .. N 2522.04 O L:L Q L:L \ Q L:L: Q L:L:L 5,000-SF� L.LLi� L." L Li " L." v Lii� L_ LLi \
-cn O -cn O -cn O v -cn O -cn o I 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
I ,
---- \ cry i OF THE ISPWC DIVISION 300 AND SD-301.BEDDING AND BACKFILL SHALL BE
----
526
SSMH-25 `/) CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
I
-
I !\ I
I
zs s \ MTR \ SAN I Sewer Keynotes: #
' MTR GIRR 12"GIRR 12"CIRR 12"GIF R
\ r I 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO.2 ON
R/ /WFT7 K�IV K/VV K/VV—- J i I SHEET C1.00.
`/) `-') \ `-/) `" N \ 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER NOTE
- -
000aosoo -- 2
----------- --------
----- NO.3 ON SHEET C1.00.
W -� W W W W W W W W W W W W W W W W W // I 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD SW3.
2 2 2 2 2 I 63 L3
' cl C„ ,' I 5,378-SF 4. INSTALL STANDARD MANHOLE TYPE A PER ISPWC SD 601.
5+00 - 6+00 - 7+00
V S SAN SS SS SS SS S SS SS SS�—SS SS SS 60 SS S SAN cn \ �' I 5. CONNECT TO EXISTING SANITARY SEWER MANHOLE. IF REQUIRED,CORE THROUGH
S SD SD D SD au SD so So SD SD SD SD SD � STA:2 MANHOLE WALL AND THROUGH TO EXISTING CHANNEL,ENSURE SMOOTH FLOWLINE.
257-LF OF 8-IN PVC AT 1.77% � \ '
SD ��1 � o +OOJ4, INSTALL KOR N SEAL BOOT PER MANUFACTURER'S RECOMMENDATIONS.
SSMH-03 � r �
SSMH 04�/ OFF:33.91'R 3
- _- 2521.60 O 6. CHANNEL MANHOLE FOR FUTURE SOUTH CONNECTION. PLUG INVERT TO ENSURE
--- ------------------ ------- --------------- --------- -------------- --
°° WATER TIGHT SEAL.
C�_ � o
R/W �n G\PP 12"GIRR -----------
\�
\ 12"GIRR\ 2526
--
2525 \
' NO c0 Sps 6)� p tiO O — — �\
N + Mcr) \ cliIn CT;cr) CIJO In 6) / / C4
\ \
' LO
N Q L:L N F- L:L N
w� O w U) O w IUD O - - — — — — — — — — I \ \
�� M — \
3 3 3 �, NLo
— —
B3 L7 B3 L6 B3 L5 NI v A A
s nnn-sF s nnn-sF s nnn-sF
j A �
Sewer Plan and Prof i le W. Yoke St. (East) 0 20' 40'
Horizontal Scale: 1" = 20' y
(A
2530 2530 2530 Cz Q
SEWER - YOKE: Sta. 4+80 - 7+80 SEWER - ALAMEDA (NORTH): Sta. 2+00 - 3+40 Z �
HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2' VERTICAL SCALE' 1" = 2'
2528 2528 2528
PROPOSED GRADE AT CENTERLINE OF PIPE
CA W
PROPOSED GRADE AT CENTERLINE OF PIPE
2526 _ _ 2526 2526 o I-
————————— 00
————— — —_
_ —— EXISTING GROUND AT CENTERLINE OF PIPE " �
71
a
EXISTING GROUND AT CENTERLINE OF PIPE Cz
zCIO
2524 2524 2524 ' Lo
PROPOSED 12-IN STORM DRAIN PROPOSED 12-IN STORM DRAIN a c
PROPOSED 2-IN WATER SERVICE
Revisions
2522 2522 2522 1
PROPOSED 1-IN WATER SERVICE 88-LF OF 8-IN PVC AT 0.58% Q
PROPOSED 1-IN WATER SERVICE
2520 2520 2520
SSMH-25 O
48-IN MH PER ISPWC SD-501
OSSMH 04 STA: 2+43.48, 0.00' O SSMH-24 (EXISTING)
177% 48 IN MH PER ISPWC SD-501 RIM: 2526.72± 48-IN MH PER ISPWC SD-501
2518 257-�F�F g-W PVC AT STA:7+60.85, -0 1 2518 IE OUT: 2520.66, 8-IN PVC (N) STA: 3+31.84, 0.00' 2518
RIM: 2526.10± RIM: 2527.52+
IE OUT: 2520.00, 8-IN PVC (W) IE IN: 2520.15, 8-IN PVC (S)
IE OUT: 2520.22, 8-IN PVC (N)
2516 2516 2516
oN A L
�F GAS
68
2514 SSMH-03 2514 2514 04/07/0222
48-IN MH PER ISPWC SD-501 s� �o
STA: 5+03.67, 0.00' J ATE OF \pP
RIM: 2526.13± W.G
IE IN: 2515.46, 8-IN PVC (E)
2512 2512 Project No.: 120194
2512 IE OUT: 2515.36, 8-IN PVC (W)
Date of Issuance: 04.07.2022
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION EXISTING GROUND ELEVATION Project Milestone: Permit Set
PROPOSED GROUND ELEVATION
AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE AT CENTERLINE OF PIPE : � AT CENTERLINE OF PIPE Sewer Plan & Profile
o
2510 2510 2510 W Yoke St
LO Ln LO LO LO LO LO LO X) X) 0) N O 00 N 00 (East)
M N N O O O O DO O N L!") f� L6 Lf. Lf') D. O co
N O O co f` O LC) � co co LC) ti O V Lf') (D DD O N �
LC) LC) r LC) LC) LC) LC) LC) LC) � LC) LO LC) r CO CO CO (D f� ti ti
N O N O N O N U') N N N N N N N N N N N O N CID
N O N O N O 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
3>: LO LC) LO LC) LO LC) LO LO LO LC) '� LC) LO LC) LO LC) LO LC) LO LO LO LO LO LO LO LO LO LO Ln LC) C, LC) LC) LO LC) Lf') LC) LC) LSD LC) LC)
a 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
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