HomeMy WebLinkAboutC6.01 Sewer Plan & Profile N. Sunny Side Ave. & N.Palio Ave. Sheet Notes: = T H E
6,600 SF 1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND
°- 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE GROUP
C6.05 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,
00 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
B2 L40 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
B3 L17 °° 6,930-SF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
6,600-SF _ _ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
W W
a a I 6,s27 sF OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
JL� � Q y 0 88l&b Y O- Hal&b AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
C6.06 UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A
z
MINIMUM OF 48-HOURS PRIOR TO DIGGING.
�!
�FIId 9 0 ■ 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
B3 L1 B3 L18 1
11 CHANNEL CROSSINGS AND SEWER ELEVATIONS OR INVERTS PRIOR TO
— I
L
— — — — —2330 — — — — — — — — — — — — —2,444 SF— — — — — — o CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
JI&
`� � MATCH PLANS.
00 B2 L39
co
6,920-SF B16 L11 B16 L10 B16 L9 B16 L8 B16 L7 Q B10 L21 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
_ C.2 �, -
4,000-SF 4,000-SF 4,000-SF 4,000-SF 5,128-SF > 6 817 SF EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL
I I � I
N. SUNNY SIDE AVE. - M 8 o I a z SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
cc �' o Z
11+00 5 ti -12+00 �'12+67 T N � o COP) o 6. ALL SEWER SERVICE LINES SHALL HAVE A 2°/ MINIMUM GRADE TO THE
(] + J � + J N + J CD0
SS $ T SSO SS L�CJ N L�CJ N 'Zr L�CJ
129-LF OF 8-IN PVC AT 0.45% a N N a N N a N N J PROPERTY LINE.
"" 3 w � 3 w � 3 o
1 100 � 0 _ �0 � 0 _ �0 � C) M
_ r r _ I 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
SSMH 28 4.1
1 FT I I I I 1 1_ 1 I I I I • - - - — 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
B2 L17 B2 L18 \ B2 L38 O° CENTER OF MANHOLES.
E2,684-SF _ — — — — — — —2,799-SF — — — — 6,909 SF 2 2 2 B1°L22
CIO
co
M�� �? M $ al0�� y 6,807-SF Sewer Keynotes:
N - ^
< 31+00 r 32+00 _ 33+(33+11.28 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2
- - -
SS 11 SS 8 SS119 ° SS. � ON SHEET C1.00.
N. PALIO AVE. 5 173-LF OF 8-IN PVC AT 0.45/° 1 00
z 9 SSMH 33 4.1 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
� NOTE NO.3 ON SHEET C1.00.
B2 L19 CD
J
6,600-SF o 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD
64 L6-
°O coB2 L37 2,000-SF 2,958-SF \ �'O SW3
Iz
Cl)
6,899-SF Hdld" i I B10 L23 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
- r 0 6,946 SF
N 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
L+ U+ IL SSMH 34ca
O 0 MIN MIN MM 11111 off Is ME
I 5. REMOVE EXISTING"T"-TYPE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN
ME OR B4 L7 * STUB. y
`0 B2 L20
C6.04 8,790-SF Cc mmi
6,600-SF C6.06
O
0 30' 60' _� '
Sewer Plan & Profile - N. Sunnyside Ave. Sewer Plan & Profile - N. Palio Ave. 30 60 cc
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30' 0
2550 2550 ■y 0
SEWER - SUNNY SIDE SOUTH: Sta. 10+50 - 12+90 SEWER - PALIO. Sta. 30+90 - 33+30
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' ■� y
VERTICAL SCALE: 1" = 3' 2553 VERTICAL SCALE: 1" = 3' 1 2553
2547 PROPOSED GRADE ELEVATION 2547
AT PIPE CENTERLINE
EXISTING GROUND ELEVATION CAO
AT PIPE CENTERLINE 2550 2550
PROPOSED GRADE ELEVATION
2544 _————————— 2544 AT PIPE CENTERLINE (0
——— — ————— EXISTING GROUND ELEVATION m M
— AT PIPE CENTERLINE 00
2547 2547
2541 2541 C L
CY) CD
2544 2544 Revisions 1Q
08-IN PVC WATER CROSSING
2538 2538 1. AGENCY COMMENTS- 10/24/25
2541 O 8-IN PVC WATER CROSSING 2541
2535 2535
2538 2538
2532 5 0 2532
129-LF OF 8-IN PVC AT 0.45% 5
138-LF OF EXISTING 8-IN PVC AT 0.45% 71
2535 ///�/ /��j��/;//�/ 2535
2529 9SSMH 28 2529
STA: 12+67, 0.00, 138-LF OF EXISTING 8-IN PVC AT 0.45% 4'1 SSMH 33 pNAL E�
5 .7 ±
STA: 33+11.28, 0.00 G\S G'1
DEPTH: 12.31'
2532 RIM: 2545.42± 2532
DEPTH: 10.64'
IE IN: 2531.03, 8-IN PVC (W) IE IN: 2535.38, 8-IN PVC (E) 568
2526 IE IN: 2531.03, 8-IN PVC (E) 2526
H CO) IE OUT: 2530.93, 8-IN PVC (N) IE IN: 2535.38, 8-IN PVC (W) s�0/24/2025 0
a IE OUT: 2535.28, 8-IN PVC (N) JUTE OF \OPT
2529 r N 2529 W.
W W
2523 2523 a a Project No.: 123200
a a EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 09.02.2025
AT PIPE CENTERLINE AT PIPE CENTERLINE
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: PERMIT
AT PIPE CENTERLINE AT PIPE CENTERLINE 2526 2526 Sewer Plan & Profile
co r � O � O �
2520 2520IZYIZY
N. Sunny Side Ave. &
M O O N N N N N GV N N
CO C . u) l!". N co co N co O N N N N N N N.Palio Ave.
M M M co co co co co
N N N N N N N N N N N N N 30+90 31+20 31+80 32+40 33+00 33+30
10+50 10+80 11+40 12+00 12+60 12+90 C6m01