HomeMy WebLinkAboutC6.11_Sewer Plan & Profile W. Torana St. Sheet Notes:
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,
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.
6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
PROPERTY LINE.
7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
CENTER OF MANHOLES.
- Sewer Keynotes:co
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1. POTABLE WATER MAIN CROSSING -SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
SHEET C1.00.
7 . -B I 2. POTABLE/NON-POTABLE SERVICE CROSSING -SEE CITY OF MERIDIAN SEWER
i
NOTE NO. 3 ON SHEET C1.00.
SF 4,343-SF B5 L7
B5 L10 4,000-SF / 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
Q °O 4,000-SF ���'
MERIDIAN SD SW3.
- Oa
a Cn o~ 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
u�a o ,; MERIDIAN SD SW3.
y + -
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CC B6 L10 Z `' °C B5 L8 °� 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
4,343-SF B5 L9 I 4,000-SF SSMH 43
4,024-SF STA: 154+50.12 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
0SSMH 21 4 I O4 SSMH 22 4 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
STA: 111+69.69 O SSMH 42 �r I STA: 115+43.23
6"PIRR - 611PIR STA: 36+24.95 ? + Id8"PIRR - 8" - 8"R;R 8"PIRR 8"PIRR 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
6 L9 ILA
M CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
DISCREPANCIES.
R/W - R/W R/W R/WCD
— -
CD 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
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8"W 8 B11W — R"1m R°W 8L 8' 8"W
2 2 W. TORANA ST.- 2 1 2
11 00 — 112+00 113+00 114+00 — — 115+00 116+00 — 117+00 1
8"SS ,8"SS 8"SS " S 8"SS 8"SS 8"SS "SS �� 8"SS 8"SS �S
180-LF OF 8-IN PVC AT 0.45% 180° 374-LF OF 8-IN PVC AT 0.45% 303-LF OF 8-IN PVC AT 0.45%
2 2 30 F 8-IN PVCAT 0
R
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N Q LL N
C) W H LL C:J H LL C3 H LL LLI C:J H LL CJ H LL LLI c:J H LL CJ H LL LLI � H LL LLI & H LL LLI CD H LL LLI LL LLI C:J
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■
3 L2 B3 L3 B3 L4 B3 L5 B3 L6 B3 L7 B3 L8 B3 L9 LLI B4 L1 B4 L2 B4 L3 B4 L4
i00-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,624-SF LU 6,074-SF 6,600-SF 6,600-SF ■ 6,600-SF
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I, P1 6"PIRR 6"PIRR P 6"PIRR 6"PIRR 6"PIRR 6"PIRR I, 11 6"PIRR i, 6"PIR 6"PIRR 6"PIRR "PIRR \/r
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Sewer Plan & Profile - W. Torana St. (Center) 0 30' 60' 1 _
Horizontal Scale: 1" = 30'
O
2550 2550 ■y j0
SEWER - BROCK > TO ANA: Sta. 1 0+70 - 11 +90
HORIZONTAL SCALE: 1" 30' , ■� y
VERTICAL CALE' 1" _ ' AT POPOS PIPE ED GRADL CENTERLINE
2547 4 , 2547
EXISTING GROUND ELEVATION
AT PIPE CENTERLINE �
O
2544 _ ---- — ----- ---- ---- ----- 1 r-- ---- , 2544 cc �
---- ---- — ----- ---- 1 1V m �
1m
_ C..) o
2541 , 2 2 , 2541
2
2 WATER SERVICE CROSSING WATER SERVICE CROSSING
WATER SERVICE CROSSING 8-IN PVC WATER CROSSING
2G ,
OWATER SERVICE CROSSING
WATER SERVICE CROSSING Revisions 1
2538 WATER SERVICE CROSSING , 2538
1. 5/30/25-CITY FP COMMENTS
O ■ N
r , r
O �O
C� v
2535 ■ 2535
303-LF OF 8-IN PVC AT 0.45%
2532
374-LF OF 8-IN PVC AT 0.45% 5
32
180-LF OF 8-IN P VC AT 0.45%
4 SSMH 22
STA: 115+43.23
2529 RIM: 2545.17±
2529
DEPTH: 12 85'
4
SSMH 21
STA: 111+69.69 IE IN: 2532.42,8 IN PVC (W) SAL
RIM:2544.05± IE OUT: 2532.32,
DEPTH: 13.51' ■
2526 IE IN:2530.64,8-IN PVC (E) 2526 56805/30/2025 0
IE OUT:2530.54,8-IN PVC (W)
a ■ J�
ATE OF 0
�ESW.G
2523 , , 2523 Project No.: 123200
Date of Issuance: 4.15.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION , Project Milestone: Permit Set
AT PIPE CENTERLINE AT PIPE CENTERLINE
Sewer Plan & Profile
a �
2520 2520
W. Torana St.
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— 110+70 111+00 111+30 111+60 111+90 112+20 112+50 112+80 113+10 113+40 113+70 114+00 114+30 114+60 114+90 115+20 115+50 115+80 116+10 116+40 116+70 117+00 117+30 117+60 117+90 C6ml
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