HomeMy WebLinkAboutC6.13_Sewer Plan & Profile N. Palio Ave. & N. Apricot Hill Ave. 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
r % EDITION of THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
B4 L3 " SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
6,600-SF
6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE To THE
\ PROPERTY LINE.
7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
00 0 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
�s oo o� + °O CENTER OF MANHOLES.
Cn LID r 00
7�0 m o
v
y Sewer Keynotes:
B4 L4 > Z z y 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
6,600-SF z Q FUTU RE PHASE C Q SHEET C1.00.
D o Z C) F-LL. N J 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
NOTE NO. 3 ON SHEET C1.00.
O O �C7 ch
C a
J all O C O '� N O ■
r w mv 3, 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
6 PI"PIRR 7 R
B4 L5 � � MERIDIAN SD SW3.
3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
70 MERIDIAN SO SW3.
6 0 r 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.ssco 9 0� N. APRICOT HILL AVE. o�
STA: 31+38.45 138-LF OF 8-IN PVC AT 0.45% °
I A. $"SS "SS I R"SS °
0 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
31+00 9 30+00 SSMH 23 4.1 31+00 70-LF OF 8-IN PVC AT 1.50% `90° +
N. PALIO AVE. �° O vv _ SSMH 24 4'1 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
W g STA: 118+46.23
STA: 120+93.23
SSCO 8 2 1 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
2 2 1 STA: 30+69.74 ,
CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
C9 DISCREPANCIES.
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6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
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Sewer Plan & Profile - N. Palio Ave. 30 Sewer Plan & Profile - N. Apricot Hill Ave. 30' 60' r
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30'
C J
I= �
O
2556 2556 2556 2556cc
SEWER - PALIO: Sta. 29+40 - 32+10 SEWER - APRICOT HILL: Sta. 29+410 - 31 +50 = c
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' O
VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' ■�
2553 2553 2553 2553 y
■� 0
� y
PROPOSED GRADE ELEVATION
2550 PROPOSED GRADE ELEVATION 2550 2550 AT PIPE CENTERLINE 2550
AT PIPE CENTERLINE
EXISTING GROUND ELEVATION O
EXISTING GROUND ELEVATION AT PIPE CENTERLINE y
AT PIPE CENTERLINE
2547 2547 2547 2547
---- M
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---- --- -- -------------------- cc 00
2544 2544 2544 2544 _ 3: .�
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2541 2541 2541 2541 Revisions
1. 5/30/25-CITY FP COMMENTS
2538 2538 2538 2538
� 70-LF OF g-IN P �VC "
AT 1.50%j
2535 2535 2535
LF OF 8-IN PVC AT 0.45%;/�7i i i` i 2535
SSCO 8
STA: 30+69.74
O6 RIM: 2546.39± 4.1 SSMH 24
SSCO 9 DEPTH: 10.25' STA: 30+00
2532 STA: 31+38.45 - 4.1 SSMH 23 2532 2532 IE IN: 2536.14, 8-IN PVC (S) RIM: 2546.18± 2532
RIM: 2546.39± STA: 30+00 ( ) DEPTH:
DEPTH: 11.89' IE OUT: 2536.14, 8-IN PVC N AL
RIM: 2545.66± IE IN: 2535.09, 8-IN PVC I 5 IE IN: 2534.50, 8-IN PVC (S)
DEPTH: 11.88' IE IN: 2535.09, 8-IN PVC (S)
IE OUT: 2534.50, 8-IN PVC (N) IE OUT: 2534.99, 8-IN PVC (W)
IE IN: 2533.88, 8-IN PVC (E)
If
2529 IE IN: 2533.88, 8-IN PVC (S) 2529 2529 2529 568
IE OUT: 2533.78, 8-IN PVC (W) s�X 05/30/2025
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qTE OF 0
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2526 2526 2526 2526 Project No.: 123200
Date of Issuance: 4.15.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Permit Set
AT PIPE CENTERLINE AT PIPE CENTERLINE AT PIPE CENTERLINE AT PIPE CENTERLINE Sewer Plan & Profile
2523 2523 2523 2523 N. Palio Ave. & N.
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N N N
Apricot Hill Ave.
LO
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CQ N N
s 32+10 31+80 31+50 31+20 30+90 30+60 30+30 30+00 29+70 29+40 31+50 31+20 30+90 30+60 30+30 30+00 29+70 29+40 Cl6ml 3
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