HomeMy WebLinkAboutC6.06_Sewer Plan & Profile N. Sunny Side 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
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.
B2 L15 I N v Sewer Keynotes:
to 6,600-SF 7+00
o B1 L10 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
7 L9 9 4"PI "PIRR 4"PIRR 4"PIR IRR B SHEET C1.00.
5,099-SF
■ q46 1
IMF - - 3 1 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
■
o NOTE NO. 3 ON SHEET C1.00.
°° 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
Cn + �� MERIDIAN SO SW3.
0 0
T I Q 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
B2 L16 0 � C' � � B1 L11 MERIDIAN SD SW3.
6,600-SF co B7 L10 B7 L11 B7 L12 B7 L13 B7 L14 B7 L15 B7 L16 z 5,099 SF
Q a 4,50o SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF O° 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
0
Q 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
Z OM Lo W � M O N O Lo Lo N
O + LID M + r- M + � O 7 + cc N 7 + � 7 + 7 + cc N 7 N
CO N CO N m Q> 6f 6f 6f
O_ F■■ coLo N O O Ln N O �, N O � Lo N O Lo N O � Lo N O Lo N o 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
FUTURE PHASE - co �"� M co .. M co �"� M co �"� M co �"� M M �"� M co �"�
■ Q 11 CV .. Q LL CV .. Q LL N .. Q LL N .. Q LL N .. Q LL N .. Q LL N .. O
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� SSMH41 Lno _ L� cno _ Li Lno _ L� Lno _ L� Lno _ L� Lno _ L� Lno _ L� C2 o
Cr. cn 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
B2 L17 o STA: 33+33.26 `� °D B1 L12 CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
2,799-SF 5,099-SF
DISCREPANCIES.
SSMH 04
� — 4 1 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
O STA: 8+42.48
0
138-LF OF 8 IN PVC AT 0.45% 333-LF OF 8-IN PVC AT 2.00% 2 2 2
_ $"SS 6"55 g"55 �" 5 I8"S SS 8"SS 81
O SSCO 10 M 11+00 - I I I I
STA: 11+38.45 900 + 33+66.28 2 33+00 2 2 32+00 2 2 �, (D� 31+00 2 1vN. SUNNY SIDE AVE. a"w W a a wW B1 L13
n N- u u
Lri 1 r cn 1 5,099-SF
I I
� _ — —
B3 L1 SSMH 20 4.1 �`" �`" �`" Cl'
2,444-SF ® ® o STA: 109+89.69
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+ J A co + M + + V + + J CO V + J M V L!•) O
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z LfJ N L') N LfJ N L(7 N L(7 N Lo N L('J N O +
Q ll N Q ll N Q ll N Q ll N Q ll N Q ll N Q ll N O7 ` 5,099-SF
OS co O w Lei c!� O w Lei cn CD w Lei c!� CD w Lei c!� CD w Lei c!� cD w Lei u) cD w Lei Q r
C) y
rn p d J
B6 L8 B6 L7 B6 L6 B6 L5 B6 L4 B6 L3 B6 L2 rn z a
70 B3 L2 o rn 4,342-SF 4,343-SF 4,343-SF 4,343-SF 4,342-SF 4,343-SF 4,343-SF o F.._ �o U_ Z
6,600-SF wT o
Co Cr
cn w � ■
B1 L15
CD
CD 5,099-SF
13
6 L 4"PIR " PIRR 4"PIRR 4"PIRR� B L1
C6I11 3,688 S 3,6 8 SF
y B3 L3 J
11F7 � f
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6,600 sF ` B1 L16
O
i- Sewer Plan & Profile - N. Sunny Side Ave. 30' 60' _
Horizontal Scale: 1" = 30'
2550 2550 2550 2550 y
SEWER - SUNNY SIDE SOUTH: Sta. 9+90 - 12+00 SEWER - SUNNY SIDE NORTH: Sta. 29+70 - 33+50 '� 0
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' ■� y
VERTICAL SCALE: 1" = 3' VERTICAL SCALE: 1" = 3' PROPOSED GRADE ELEVATION Q�
2547 EXISTING GROUND ELEVATION 2547 2547 AT PIPE CENTERLINE 2547
AT PIPE CENTERLINE EXISTING GROUND ELEVATION
O
PROPOSED GRADE ELEVATION AT PIPE CENTERLINE y
AT PIPE CENTERLINE
2544 2544 2544 2544 ANN co
--- - ---------- - ----- - ---- ---- N
cc _ 00
U M
2541 2541 2541 2541 3: .�
Ci
O
OWATER SERVICE CROSSING
2538 2538 2538 WATER SERVICE CROSSING WATER SERVICE CROSSING 2538 Revisions
WATER SERVICE CROSSING
6-IN PVC PIRR CROSSING 1. 5/30/25-CITY FP COMMENTS
2535 2535 2535 2535
T'11�z
2532 2532 2532 SSMH 41 O 333-LF OF 2532
STA: 33+33.26 8-IIV PVC AT 2 00%
RIM: 2543.19±
�Z//��/138 LF OF 8-IN PVC AT 0.45%/ DEPTH: 8.72'
�
IE OUT: 2534.47, 8-IN PVC (N)
2529 2529 2529 2529
SSCO 10 4•1 jONAL E
STA: 11+38.45 4'1 SSMH 20
RIM: 2543.60± STA: 10+00
DEPTH: 13.25' RIM: 2543.01+
2526 568
2526 DEPTH: 13.38' 2526 2526 41 SSMH 04 � 05/30/2025 0
IE O : 253 5, , 8 PVC C ( STA: 30+00.08 �qT P�
IE OUT: 2530.35, 8-IN PVC (N) IE IN: 2529.73, 8-IN PVC (E) J, E OF �0
IE IN: 2529.73, 8-IN PVC (S) RIM: 2543.52± 9 W.
0
IE OUT: 2529.63, 8-IN PVC (W) DEPTH: 15.81'
IE IN: 2527.81, 8-IN PVC (E)2523 2523 2523 IE IN: 2527.81, 8-IN PVC (S) 2523 Project No.: 123200
IE OUT: 2527.71, 8-IN PVC (W) 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
2520 2520 2520 2520 N. Sunny Side Ave.
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