HomeMy WebLinkAboutC6.15_Sewer Plan & Profile W. Viso St. & N. Lemon Tree Sheet Notes:
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,
CHANNEL CROSSINGS, AND SEWER ELEVATIONS OR INVERTS PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
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: �O
--6"PI 6" IRRIJ 1. POTABLE WATER MAIN CROSSING -SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
SHEET 01.00.
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
CO)
SD SW3.
FUTURE PHASE
y 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
MERIDIAN SO SW3.
- � - - FUTU RE PHASE FUTU RE PHASE 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
IVV IV/ O O 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
B14 Li I M 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
co
4,861-SF / STA: 1+37.41 M ll N co lll�'J N
O Cn O w LPL cn O w LL O
W 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
R� 1 EX SSMH B-2 DISCREPANCIES.
STA: 1+00
- SSMH 50 4.1 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
^° $ SS SS- SSCO 6 STA:54+64
°
1 Fj p 451° $„SS ° 1+00- 0+50 STA: 55+56.25 92-LF OF 8-IN PVC AT 0.45% 100-LF OF 8-IN PVC AT 0.45%
16
1 VC 6
8WP
G I 55+00 � 54+00�
° N. LEMON TREE AVE." T 13.7' f 1
- 12"W r �c,59 z N. LEMON TREE PL.
� 37-LF OF 8-IN PVC AT 0.44% 2 W � � �, SSCO 5
B15 L1 1
W. VISO ST. ssMH 4903,so6 SF - - - JI
r STA: 53+63.81
£1 STA:2+56.94L _
4.1 SSMH 50 c
STA: 2+82.93 +LO O + J N rn
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Q LL N N 1 CP B14 L1
6 ' Cn o 4,861-SF
00
FUTURE PHASE 1 0
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N \
W
LU
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T,� 1
1 Cc
Pic; I 1
Sewer Plan & Profile - W. Viso St. 0 30' 610 Sewer Plan & Profile - N. Lemon Tree D 30' 60' 1 _
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30' cc
O �
2556 2556 2556 2556 ■y 0
SEWER - V SO: Sta. 0+60 - 3+60 SEWER - LEMON TREE LESINA: Sta. 53+10 - 56+40
HORIZONTA SCALE: 1" 30' HORIZONTA SCALE: 1" 30' ■� y
VERTICAL CALE: 1" _ VERTICALSCALE: 1" _
2553 2553 2553 2553
PROPOSED GRADE ELEVATION PROPOSED GRADE ELEVATION
AT PIPE CENTERLINE AT PIPE CENTERLINE Q
y =
2550 EXISTING
PIPE CEROUNDINE ELEVATION 2550 2550 EXISTING GROUND ELEVATION 2550 cc 70
7
AT PIPE CENTERLINE
--- N
CM
U
CM
2547 2547 2547 2547
02 ■■■�
6-IN PVC PIRR CROSSING
24-IN PVC GIRR
CROSSING Revisions 1
2544 2 2544 2544 2544 1. 5/30/25-CITY FP COMMENTS
8-IN PVC WATER CROSSING
37-LF OF EXISTING
2541 8-IN PVC AT 0.44% 2541 2541 2541
26-LF OF 8-IN PVC AT 0.45%
' 5
92-LF OF 8-IN PVC AT 0.451:- I 100-LF OF 8-IN PVC AT 0.45%
120-LF OF 8-IN PVC AT 0.450
538
233-LF OF EXISTING 2538 2538 2538
8-IN PVC AT 0.57% 6 O O SSCO 5 SSCO 6
4.1 SSMH 50 STA: 55+56.25 4'1 SSMH 50 STA: 53+63.81
STA:2+82.93 SSMH 49 O 4 RIM: 2548.88± STA: 54+64 RIM: 2549.05±
RIM:2548.53± STA: 2+56.94 O SSMH 48
2535 DEPTH: 9.89' RIM: 2548.53+ STA: 1+37.41 2535 2535 DEPTH: 9.72' RIM: 2548.53± DEPTH: 9.85' 2535
_ DEPTH:9.89
DEPTH: 10.10' RIM: 2549.30± IE IN: 2539.26, 8-IN PVC (S) IE IN: 2539.30, 8-IN PVC (N)
IE IN:2538.74,8-IN PVC (N) DEPTH: 11.51' IE OUT: 2539.16, 8-IN PVC (N) IE IN: 2538.74, 8-IN PVC (N) IE OUT:2539.20, 8-IN PVC (S)
IE IN:2538.74,8-IN PVC (S) IE IN: 2538.53, 8-IN PVC (W) IE IN:2538.74,8-IN PVC (S)
IE OUT:2537.79,8-IN PVC (E) ��$Zp SAL E��f
IE OUT:2538.64,8-IN PVC (E) IE OUT: 2538.43, 8-IN PVC (E) IE 2537.89,8-1- PVC ((E) IE OUT:2538.64,8-IN PVC (E)
2532 EX SSMH B-2 2532 2532 2532 568
STA: 1+00
RIM: 2549.55± � 05 30 2025 0
T�TF OF 0
a DEPTH: 12.02' J<q
IE IN: 2537.63, 8-IN PVC (W) W.
IE OUT: 2537.53, 8-IN PVC (E)
2529 2529 2529 2529 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
2526 2526 2526 2526 W. Viso St. & N. Lemon
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- 3+60 3+30 3+00 2+70 2+40 2+10 1+80 1+50 1+20 0+90 0+60 56+40 56+10 55+80 55+50 55+20 54+90 54+60 54+30 54+00 53+70 53+40 53+10 C6ml
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