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EXSSMH
EXISTING MH SS/
STA: 0+00, 0.00' /
-RIM:2626.94±
IE IN: 2605.77, 8-IN PVC (S)
_IE IN: 2605.44, 12-IN PVC (NW) _ OHP
IE OUT: 2605.43, 12-IN PVC (NE)
3
1- RR GI R
N _ 262A' 20' EASEMEN
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O4 SSMH 03
1 SSMH 06 2 2 I 55-LF OF 8-IN PVC AT 8.00% I I
1 21-LF 6-IN SS 1
EP 2
EP P 2EP F 6 I— I w z SSMH 04 1O
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\ o I 160-LF OF 8-IN PVC AT 0.60% - - - 175.6°_ NEP EP \rye' I. \ Sb �'SS - - IY
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`2+00 I (I L
44-OF8-IN
4-IN PVC SSMH 04 1
STUB IE: 2615.56
I W W W � w 65
1 — oLLJ — — -LF OF 4-IN PVC AT 5.18% = -- _
- - \ -I \ ® ® r- 1 w j' MINT
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a \ \ 32-LF OF 4-IN PVC AT 8.00% CO co
m 2 ( 4-IN CO PER ISPWC SD-506A I li cc
I RIM:2625.64± I I W
\ I I \ 2 IE IN: 2618.92, 4-IN PVC (S) Z
\ \ I I \ \ IE OUT: 2618.92, 4-IN PVC (N)
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(� Sewer Line A Plan
2628
SEWER A: Sta. -0+40 - 4+80
HORIZONTAL SCALE: 1" = 40'
VERTICALSCALE: 1 = 4'
2624 —
2620
2616
SSMH 06
48-IN DIA MH
STA: 4+28.19, 0.25'L
H 9 RIM: 2623.78±
IE OUT: 2616.78, 8-IN PVC (E)
2608
2604
2600
E SERVICE
CROSSING
SS
SS
S
�T \\
T�
2625
43-LF OF 8-IN PVC AT 8.00
N
2628
PROPOSED GRADE
A CENTERLINE �^
STORM 2624
12-IN PVC CROSSING 1
EXISTING GROUND L
AT CENTERLINE PRE SURE EXSSMH
-WATER SERVICE CROSSING h� ' IRRI 3ATION EXISTING MH
WATER SERVICE CROSSING
1 FIRE SERV CE CROSSING STA: 0+00, 0.00,
CROSSI G 1 RIM: 2626.94± 2620
IE IN: 2605.77, 8-IN PVC (S)
IE IN: 2605.44, 12-IN PVC (NW)
44-LF OF 8- IN PVC AT 2.90%� IE OUT: 2605.43, 12-IN PVC (NE)
SSMH 05
48-IN DIA MH
STA: 2+68.36, 0.00'
RIM:2625.35±
IE IN: 2615.82, 8-IN PVC (W)
IE OUT: 2615.72, 8-IN PVC (E)
EXISTING GROU
D ELEVATION
A
CENTERLINE
V
N
N (7
N
V N
CJ
N C6
N
Q N
Q
N '6
N
N
N
N
2616
SSMH 04B
Ss(iOF
48-IN MH PER ISPWC SD-501
STA: 1 +41.25, 0.00'
RIM: 2625.98± Q�LAG
2612
IE IN: 2615.15, 8-IN PVC (W) c9T
43-LF OF 8-IN PVC
AT 8.00%
IE OUT: 2615.05, 8-IN PVC (NE) O 8p0�
SSMH 04
48-IN DIA MH
STA: 0+97.74, 0.00'
RIM: 2627.25±
2608
3
IE IN: 2613.79, 8-IN PVC (SW)
IE OUT: 2613.69, 8-IN PVC (N)
O
SSMH 03
60-IN MH PER ISPWC SD-502
2604
STA: 0+42.73, 0.41'R
RIM: 2627.45±
IE IN: 2609.29, 8-IN PVC (S)
PROPOSED GROUND
ELEVATION
E OUT: 2609.19, 8-IN PVC (N)
AT CENTERLINE
2600
N
N N
N N
N N
N N
N N
N N
N
Sheet Notes:
=THE
1. CONTRACTOR TO FIELD VERIFY ALL G CURB & GUTTER, STORM DRAIN, CHANNEL CROSSINGS, &SEWER
ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
CONSTRUCTION
fffll.
LAND
MATCH PLANS.
= G R 0 U P
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROPRIATE LOCATIONS. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
3. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C1.01
4. SEE CITY OF MERIDIAN STANDARD DRAWINGS SW1 AND SW2
Water Keynotes:
1. POTABLE / NON -POTABLE WATER CROSSING - SEE WATER NOTES 2 AND 3 C5.00
Sewer Keynotes:
1. INSTALL STANDARD 48-IN SEWER MANHOLE PER ISPWC SD-501
2. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO SW3
3. CORE AND RECHANNEL EXISTING MANHOLE PER ISPWC SECTION 502. INSTALL
KOR-N-SEAL BOOT.
4. INSTALL STANDARD 60-IN SEWER MANHOLE PER ISPWC SD-502
4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1+60 1+20 0+80 0+40 0+00 -0+40
Utility
Plans -Sewer
Plan
and Profile 40 $0'
Horizontal Scale:
1 = 40
Plans Are Accepted For Public Street
Construction
By stamping and signing the improvement plans, the Registered Engineer ensures the
District that the plans conform to all District policies and standards. Variances or
waivers must be specifically and previously approved by the District in writing.
Acceptance of the improvement plans by the District does not relieve the Registered
Engineer of these responsibilities.
BY: DATE:
ADA COUNTY HIGHWAY DISTRICT
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1014AL EN
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01/22/2021
68
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9�ES W.
Project No.: 119025
Date of Issuance: 01/22/2021
Project Milestone: Permd Sal
Utility Plans
Sewer Plan and Profile
C5,20