HomeMy WebLinkAboutC6.10_Sewer Plan & Profile W. Torana St. Sheet Notes: 0
1. COMPLY WITH ALL NOTES ON SHEET C1.00. Q
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE O
LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
(ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY 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 (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, ;,foi
CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO �
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
TO
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.
6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
I u, PROPERTY LINE.
7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
60 C6.06 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
CENTER OF MANHOLES.
0 68 L7 0 L� E7 In �L� - - L
dgC6.04 0 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,343 SF Sewer Keynotes:
LU CD
No Imil MMMMMEQ C) O° - + °° 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
B2 L6 - + - `" M
5,935 SF ° O C-, C-, 00 SHEET C1.00.
O
O 80
O , a 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
STA:104+20 Cn Cal NOTE NO. 3 ON SHEET C1.00.
OFF:36'R N O
IE:2537.0 OD Q B8 L8 B8 L10 °C Z B7 L8 B7 L10 B6 L8
FG:2542.0 , 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
7-7 4,500-SF 4,500-SF 4,500-SF 4,500-SF �+� 4,342-SF CDO MERIDIAN SD SW3.
SSMH 41 ,
m STA:104+43
' O SSMH 40 STA: 33+33.26
STA:104+81 OFF:49 L 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
OFF:49'R Z IE:2536.6 MERIDIAN SO SW3.
IE:2537.1 FG:2541.6 4"PIRR STA:33+37.81 _ N
- + 4 PIRR 4"PIRR
FG:2542.1 a B8 L9 + B7 L9 4.1 SSMH 20 N 6 PIRR 4. INSTALL 48 IN STANDARD MANHOLE TYPE A PER ISPWC SD 501.
B2 L7 O �' 46-LF OF 8-IN PVC AT 0.45/°
5,822-SF M 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
y
4 13s° ps
\ SSMH 17 XOp 7
4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
STA: 104+80.87 ' ' '
8 W W. TORANA ST. ° 8 W 8 W 8"W 2 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
2 r3S° 2 106+00 2 180 .107+00 2 108+00 109+00 110+00 11 00 CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
y IAN 8"S 8"SS IAN 8"SS 8"SS 8"SS �� 8"SS DISCREPANCIES.
-P 160-LF OF 8-IN PVC AT 0.45% 303-LF OF 8-IN PVC AT 0.45% L9 ° 180-LF OF 8-IN PVC AT 0.45% 180-LF OF 8-IN P
2 Oo 0,0 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
OB2 L8 9� y R/W R
6,366 SF = dL" dL" 4
SSMH 19 \
STA:104+97 SSMH 18 STA: 106+87.17 i di di LA Ll LU
to
OFF:66'R STA: 105+27.17CIO _ T
IE:2537.0 n + CC m °T O + cc
N N O + v O + Cj O + rn O + "' O Q' O +
CD CfJ N I� OC V N ^ OC L!') N WCr M N CT� co M W CC M _
FG:2542.0 O + 3 O M 00
M O M M O M M _0 O M co O M co O M co Q r M M fJ T
3 OC Lq T LCJ N T LCJ N T L() N T Lf) N T _0 N T _0 N CLO N
Q LL N Q LL N Q LL N Q LL N Q L.L N Q LL N //��� Q L.L N n Q
M colC) LL LLI (.3 LL C� LL C� LL C� LL C� LL LL �' r/ Cn O Ld LPL Cn
co N Cn O LL C/) O LL Cn O LL Cn O LL Cs
O LL Cn O LL
Q LL N 1
N L) O
LC) Cr c Z
4? co LO
- N B2 L10 B9 L11 B2 L12 B2 L13 B2 L14 B2 L15 B2 L16 B2 L17 y B3 L1 B3 L2 B
Cn CDLl L
B2 L9 6,273-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 2,799-SF Z 1444-SF 99 6,600-SF 6,E
9,581-SF
cn o
c10 o
6Q6 +
6"PIRR 6"PIRR
Sewer Plan & Profile - W. Torana St. (West) 0 30' 60' r
Horizontal Scale: 1" = 30'
2550 2550
SEWER - BROCK > TORANA: Sta. 103+80 - 111 +30 =
HORIZONTAL SCALE: 1" = 30' , C)
VERTICAL SCALE: 1" = 3'
1
2547 � 2547 cc
PROPOSED GRADE ELEVATION
AT PIPE CENTERLINE O
■
2544 , EXISTING GROUND ELEVATION 2544 ■y
AT PIPE CENTERLINE - --- - --- O
---- -------------------------- -
2541 --� ----- -- ---- --------- ---- , 2541 �
C
6-IN PVCJ ,
PIRR CROSSING cc _C3
2538 1 2538
2 cc M �
O O WATER SERVICE CROSSING CO
WATER SERVICE CROSSING cc 00
C..) 0
WATER ,
SERVICE WATER SERVICE CROSSING
2535 CROSSING 2535 cc 3: .`10
T LO
r
Revisions 10
2532 2532 1. 5/30/25-CITY FP COMMENTS
77
80 LF OF 8-IN PVC AT 0.45%ii;
2529
�� �� ,i��,%�/� ; �� /��� /'303-LF OF 8-IN PVC AT 0.45%
, , ;i i 2529
46-LF OF 8-IN 1
160-LF OF 8 IN PVC AT 0.45% \\�\���
�///368-LF OF 8I == (
-IN PVC AT 0.45% PVC AT 0.45% 4.1 SSMH 20
STA: 109+89.69 ,
4 RIM: 2543.01±
SSMH 19 DEPTH: 13.38' , 2526
2526 , STA: 106+87.17 IE IN: 2529.73, 8-IN PVC (E)
O SSMH 17 SSMH 18 O RIM: 2542.02± IE IN: 2529.73, 8-IN PVC (S) ,
STA: 104+80.87 STA: 105+27.17 DEPTH: 13.86'
RIM: 2541.04± RIM: 2541.04± IE IN: 2528.27, 8-IN PVC (E) IE OUT: 2529.63, 8 IN PVC (W)
DEPTH: 14.00' DEPTH: 13.69' ,
2523 IE OUT: 2528.17, 8-IN PVC (W) 2523
IE IN: 2527.14, 8-IN PVC (SE) IE IN: 2527.45, 8-IN PVC (E) ,
IE IN: 2527.47,4-IN PVC (W) IE IN: 2527.78,4-IN PVC (S) tpNAL
IE OUT: 2527.04, 8-IN PVC (N) IE OUT: 2527.35, 8-IN PVC (NW) 5�G\S
2520 2520 568
05/30/2025
�o
qTE OF 0P
'SW.G
3 2517 , 2517 Project No.: 123200
Date of Issuance: 4.15.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION , Project Milestone: Permit Set
a �
AT PIPE CENTERLINE AT PIPE CENTERLINE
Sewer Plan & Profile
2514 2514 W. Torana St.
O "ll O C)D O M O N coO O C)D coC)D 00 t` O M O M LID f� N t` M t` M C)D LC') t` O M f� N N O
U*) co _ O _ O O O V LC) f` O O O O T N T V co Cb O O O r O O r r O Cb
O O T r r N N CV N CV N CV N CV N C� N C� N (v j M C� co C6 M C6 M C6 co C6
V V V V V V V V
LC) LC) LC) LC) LC) LC) Lf7 Lf7 LC) LC) LC) LC) LC') LC') LC) LC) Lr) Lr) Lr) Lr) L0 � LC) 11 LO LC) LC) Lr)
3 a N N N N N N N N N N N N N N N N N N N N N L.C) N Lf') N Lf7 N Lf7 N Lf7 N Lf7
- 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
103+80 104+10 104+40 104+70 105+00 105+30 105+60 105+90 106+20 106+50 106+80 107+10 107+40 107+70 108+00 108+30 108+60 108+90 109+20 109+50 109+80 110+10 110+40 110+70 111+00 111+30 C6ml