HomeMy WebLinkAboutC6.07_Sewer Plan & Profile N. Sepino Ave. 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.
V) C2 I N CN
B1 L15 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
+ C6.02 5,099-SF 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
_ CENTER OF MANHOLES.
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MI
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3688 S 3,6 8 SF Sewer Keynotes:
1. POTABLE WATER MAIN CROSSING -SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
_ SHEET C1.00.
o Co 131 L16
y v� 5,099 sF 2. POTABLE/NON-POTABLE SERVICE CROSSING -SEE CITY OF MERIDIAN SEWER
a o o w NOTE NO. 3 ON SHEET C1.00.
Z Q +
0
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER CITY OF
cmo B6 L10 B6 L11 B6 L12 B6 L13 B6 L14 B6 L15 B6 L16 �o z a MERIDIAN SD SW3.
■ � 4,343-SF 4,343-SF 4,343-SF 4,342-SF 4,342-SF 4,343-SF 4,343-SF � u_
180o 3 J0 FUTURE PHASE 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER CITY OF
IJ_ MERIDIAN SO SW3.
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CC � CC CO W r 119 + = co 119 + = co 119 + r l!')
STA: 111+69.69 to u�- L� � a) � � F- (m � � F- (m � M � a � MF_ a - `� B1 L17
M? m "' M m "? co u� "' "'-tr "' "'� u� "' "'� u� "' "' r u� 4. INSTALL 48 IN STANDARD MANHOLE TYPE A PER ISPWC SD 501.
~ LL N (:� O ~ LL N (:� O ~ LL N (.} 3 ~ LL N (.} 3 ~ LL N (.} O ~ LL N (.} 3 ~ LL N N O
inoWLL cnowL� cnowLL cnowLL cnowLL cnowLL chow o, SSMH05 4 5,693SF
o v STA: 10+82.480 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
+ P — 4"PIRR
<r "" "" "" "" plrL 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
R/W
r j - 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
?� C10
O SSMH 42 0 SSCO 2 O CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
STA: 36+24.95 2 346-LF OF 8-IN PVC AT 2.00% 2 N. SEPINO AVE. 2 2 `f' �' 152-LF OF 8-IN PVC AT 2.50% STA: 31+26.19 DISCREPANCIES.
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36+35.16 ` 6 -- 36+00- 2 2 2 35+00 2 �, 2 34+0 2 2 — M 33+00 v O — 32+00 2 — 2 0 \\ 31+00 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
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4,024-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF L
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Sewer Plan & Profile - N. Sepino Ave. 30' 60'
Cc
y C■�
Horizontal Scale: 1" = 30'
0 O
2553 2553 1 =
SEWER - SEPINO: Sta. 0+90 - 36 90 cc
HORIZONTAL SCALE: 1" 30' _
VERTICALSCALE: 1" _ ' O
2550 - - 2550 y 0
PROPOSED GRADE ELEVATION
AT PIPE CENTERLINE y
2547 2547
EXISTING GROUND ELEVATION
AT PIPE CENTERLINE
y O
2544 - --- ------- -- ---- ------ -------- --- --- 2544 cc
mime � �
co
6-IN PVC PIRR CROSSING COcc
2541 — 2541
�02 0 0 Cc
co
WATER SERVICE CROSSING WATER SERVICE CROSSING
WATER SERVICE CROSSING
WATER SERVICE CROSSING
2538 2538 Revisions 1
1. 5/30/25-CITY FP COMMENTS
2535 TZ Z "7 2535
SSMH 42 4
STA: 36+24.95 346-LF OF _
RIM: 2544.01± 8�N PAC AT 2.00/
2532 4DEPTH:8.10' o 2532
IE OUT:2535.91,8-IN PVC (N)
a
152-�F OF 6 SSCO 2
STA: 31+26.19
RIM: 2544.50+
2529 DEPTH: 11.70' 2529
IE IN: 2532.80, 8-IN PVC (N)
IE OUT: 2532.80, 8-IN PVC (S) �014AL
SSMH 05
2526 STA: 32+78.58 2526
RIM: 2544.49± 568
DEPTH: 15.60' (5/30/2025
3 IE IN: 2528.99, 8-IN PVC (E) JT�TE OF
IE IN: 2528.99, 8-IN PVC (S) `q 3W.
2523
IE IN: 2528.99, 8-IN PVC (N) 2523
IE OUT: 2528.89, 8-IN PVC (W) Project No.: 123200
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 4.15.2025
AT PIPE CENTERLINE AT PIPE CENTERLINE Project Milestone: Permit Set
2520 2520 Sewer Plan & Profile
coT � T � N � � co � N � a � T co � �- I Nc � u � N � � N. SepinoAve.
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� `�' N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N i 3 c
s m 36+90 36+60 36+30 36+00 35+70 35+40 35+10 34+80 34+50 34+20 33+90 33+60 33+30 33+00 32+70 32+40 32+10 31+80 31+50 31+20 30+90 C6m07
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