HomeMy WebLinkAboutC6.12_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
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:
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 CITY OF
MERIDIAN SO SW3.
60 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
B10 L3 MERIDIAN SO SW3.
SF . 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
LU
4.1. THREE-WAY SEWER MANHOLE CHANNEL.
j 3 4.2. FUR-WAY SEWER MANHOLE CHANNEL.
O
5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
°C O B10 L4 CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
\` -- °O +X °C 4,213-SF DISCREPANCIES.
Mx�
J 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
Z �
SSMH 24 4.1
STA: 120+93.23
8"PIRR 8"PIRR 8"PIRR 8"PIRR 8"PIRR 'PIRR 8"PIRR 8IRR 8"PIRR
SSMH 23 4'1 B10 L5
STA: 118+46.23 -Li 4,213-SF
R/W R/VII R/W R/W - R/W- R/W- R/W R/W R/W R/W R/W R/W
IT
8"W °C g W. TORANA ST. 8"W 81 8"W 8"W 8"W � c 4 1
117+00 2 118+00� 0 119+00 a 120+00- - 121+00' - 122+00 - -123+00 SSMH 25 O
u CD i u , n - u u saN i u - u u snm
8 SS �S 8 I+ S 8"SS 8 S$ $ S 8 8 SS 8 SS 8 S$
L.- STA: 123+35.73
AT 0.45% 303-LF OF 8-IN PVC AT 0.45% M 9 0 247-LF OF 8-IN PVC AT 0.45% ' 243-LF OF 8-IN PVC AT 0.45%
00 900 B10 L6
900 �O 1 1
` 4,213 SF
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6,600-SF , �0� 2 F M � M = = y
_C6.13 C6.13 MIJ
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Sewer Plan & Proflei
= W. Torana St. (East) 30' 60'
Horizontal Scale: 1" = 30,
2556 2556 ■y 0
SEWER - BROCK > TORANA: Sta. 117+30 - 123+60
HORIZONTAL SCALE: 1" = 30' ■� y
VERTICAL SCALE: 1" = 3' Q�
2553 2553
2550 PROPOSED GRADE ELEVATION 2550 cc ANN co
AT PIPE CENTERLINE M M
EXISTING GROUND ELEVATION 0
AT PIPE CENTERLINE
c
2547 r --- _ _ 2547 cc
Lo
Revisions
2544 , 2544
1. 5/30/25-CITY FP COMMENTS
�4-IN PVC PIRR CROSSING
�4-IN PVC PIRR CROSSING
6-IN PVC PIRR O
CROSSING 2
2541 2 8-IN PVC WATER CROSSING 2541
8-IN PVC WATER CROSSING
2538 2538
0
77= 0 243-LF OF 8-IN PVC
2535 AT 0.45%
/i2535
�i�/ i���/��//�i����/�����/�247-LF OF 8 IN PVC AT U.
8 F 8-IN PVC AT 0.45%� SSMH 25
STA: 123+35.73 S�tpNAL
O E�
4.1 SSMH 24 RIM: 2546.25±
STA: 120+93.23 DEPTH: 10.07' 568
2532 , IE IN: 2536.28, 8-IN PVC (N) 2532 05/30/2025
4.1 SSMH 23 RIM: 2546.18±
STA: 118+46.23 DEPTH: 11.19' IE IN: 2536.28, 8-IN PVC (S)
RIM: 2545.66± IE IN: 2535.09, 8-IN PVC (E) IE OUT: 2536.18, 8-IN PVC (W) f'9TE pF \10
DEPTH: 11.88' IE IN: 2535.09, 8-IN PVC (S) `4�ESW.G
IE IN: 2533.88, 8-IN PVC (E) IE OUT: 2534.99, 8-IN PVC (W)
3 2529 , IE IN: 2533.88, 8-IN PVC (S) 2529 Project No.: 123200
IE OUT: 2533.78, 8-IN PVC (W) 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 �
2526 2526 W. Torana St.
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- 117+30 117+60 117+90 118+20 118+50 118+80 119+10 119+40 119+70 120+00 120+30 120+60 120+90 121+20 121+50 121+80 122+10 122+40 122+70 123+00 123+30 123+60 C6ml