HomeMy WebLinkAboutC6.09_Sewer Plan & Profile N. Plum Hollow Ave. (North) Sheet Notes: 0
1. COMPLY WITH ALL NOTES ON SHEET 01.00. 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.
°O 131 L35 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
4,372-SF
8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
CENTER OF MANHOLES.
on 011
111111
N - Sewer Keynotes:
131 L36
1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
o-y 4,372-SF -6 SHEET C1.00.
�0 � N 70 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
o Z - NOTE NO. 3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
Cl- 3 MERIDIAN SO SW3.
131 L37
p� 4,372-SF 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
SSMH 11 MERIDIAN SD SW3.
STA: 7+94O N FUTURE PHASE
4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
8"PIRR 8"PIRR PI R 4"PIRR
4.1 SSMH 09 131 L38 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
STA: 21+89.52
� � � J I I I FTI 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
R/W R/
SSCO 4 O 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
88-LF OF 8-IN PVC AT 4.00% 1 148-LF OF 8-IN PVC AT 3.00% STA: 5+57.31 CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
I. PLUM HOLLOW AVE. I 8"6r 8"SS 8"53I I I DISCREPANCIES.
8+00 2 2 T `o 7+00 2 2 6+00 2 5+00
0
811W 8"W 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
2
R AA1 PAN PAN r AN
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C 3 LLN � Cp
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C cn O w L.L c!/ O w L.L cn O w L.L
B1 L42 131 L41 131 L40 131 L39
4,000-SF 4,000-SF 4,000-SF 4,000-SF
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* — F-17
6"PIR
r — 6"PRR- =�6"PI _ —_ �"PIRf� "PIRR PIRR— —
Sewer Plan & Profile - N. Plum Hollow Ave. (North) 0 30' 60'
y
Cc
Horizontal Scale: 1" = 30'
O
2556 SEWER - P UM HOLLOW NORTH: Sta. 4+80 - 8+70 2556 =HORIZONTA SCALE: 1" 30'
VERTICAL SCALE: 1" _
2553 2553 ■y
■� 0
� y PROPOSED GRADE ELEVATION
2550 AT PIPE CENTERLINE 2550
EXISTING GROUND ELEVATION
AT PIPE CENTERLINE
O
2547 2547 CA
----- — — ———————
----- --—————
M M
cc _ C)
� o
2544 2544 _
2
8-IN PVC WATER CROSSING
2541 2541 Revisions
1. 5/30/25-CITY FP COMMENTS
2538 2538
G P 3 GGoI�
88�FOF8614VIp� �$ ,�OF NPv O SSCO 4
CqT 1 4 00/O STA: 5+57.31
SSMH 11
4 RIM: 2547.73±DEPTH: 8.90'
2535 STA:7+94 2535
RIM: 2546.84± IE IN: 2538.82, 8-IN PVC (N)
DEPTH: 8.94' IE OUT: 2538.82, 8-IN PVC (S)
IE OUT: 2537.90, 8-IN PVC (N)
2532 SSMH 09 4.1 2532
STA: 7+05.75
RIM: 2546.94±
DEPTH: 12.67' S�ZONAL ECG
IE IN: 2534.37, 8-IN PVC (N)
2529
IE IN: 2534.37, 8-IN PVC (S) 2529
IE OUT: 2534.27, 8-IN PVC (W) 568
05/30/2025
J�j, �O
qTE OF 0
f9�ESW.G
2526 2526
Project No.: 123200
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 4.15.2025
AT PIPE CENTERLINE AT PIPE CENTERLINE Project Milestone: Permit Set
2523 2523 Sewer Plan & Profile
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T co co co co co � (North)
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N N N N N N N N N N N N N N N N N N N N N N
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8+70 8+40 8+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 C6mO9