HomeMy WebLinkAboutC6.06 Sewer Plan & Profile W. Lesina St. Sheet Notes: Wi Wpj W_
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1. COMPLY WITH ALL NOTES ON SHEET C1.00. ~ LAND
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2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
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= oc LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
= U (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT
°o 00 v B16 L9 B16 L4 ao STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
LLi °° B15 L9 B15 L4
c 4,000-SF 4,000-sF 4,000-SF 4,000-SF E-t— 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
a B4 L10 Q APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
6,079 SF B4 L9 O = v W _ CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
6,868-SF J - a
I min PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
B4 L8 Q EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
7,750 SF B4 L7 ti4 Lb Z Z = BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
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Q LL N o s,790 SF B16 L8 B16 L5 OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
T J Ln Ln _ B15 L8 B15 L5 AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
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- U, o ,,, LL Q LL N �. � � 4,000 SF 4,000-SF � 4 000-SF � DIG-
LINE o w LL O co _ l 4,o00-SF UTILITY COMPANIES OR DIG LINE (208.342.1585) FOR EXACT LOCATIONS A
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+ 0 MINIMUM OF 48-HOURS PRIOR TO DIGGING.
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� o w_ LL 3 = P - 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
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O ' CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
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+ CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
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2 r3� 2 r Lo N MATCH PLANS.
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149+50' r° `� w " 3 B16 L7 B16 L6 C6.02 B15 L7 B15 L6 E 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
rsp+pp 2 _ _ — ( 5,128-SF 5,128-SF ' 5,128-SF — 5,128-SF EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
2 g W _ _ - — — — — — — L- — SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
2 "' —SSMH 33 4.1 IHR 4 — 4P16R —
4.1 SSMH 35 8SS — — — — — — 6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
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- g„w colH/VVh/vvh/VV PROPERTY LINE.
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U.�5 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
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90° 8 W W. LESINA CT. 8"W "' "W 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
2 `�' 153+00 154+00 &4 2 CENTER OF MANHOLES.
4 152+00 r— — 2 — 155+00� r— — — —156+00- — 156+38.82-
o 8"SS 8"SS 8"�S 18 SS IISS 8"S
LL N N M 2 _ 61-LF OF 8-IN PVC AT 0.45% �, 340-LF OF 8-IN PVC AT 0.80% °
co cDw 3 + � �
2 87-LF OF 8-IN PVC AT 0.52/° Sewer Keynotes:
o 180°
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4 SSMH 37
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N _ R/W - — — 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2
VJ O W LLrAffv
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B10 L26 ON SHEET C1.00.
— — — — - -
3 T — _
B10L25 + � r � _
6,959-SF r T —
6,348-SF L N — — — — — — -
4 _ \ R/ly 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE CITY OF MERIDIAN SEWER
- U) Q W y SSMH 34 3 0
NOTE NO.3 ON SHEET C1.00.
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O T LfJ N F L(J O N r co O + a= "r c0 O + O co O + O O O
M N T' Lo r' T �' `� + °� 9 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD 511 AND MARK PER MERIDIAN SD
LLLL CV M N L'o u�") N M Lo r '� L(J T f— V L T ti V ,� V r V
cn O LLJ LL LL N Q L:L N Q L.L N N Q LML N N M Lo N M N M N M LLo N [+
Q L:L N Q LL N .. Q LL N' cD SW3.
UJ O LLJ LPL (/� O LLJ Lei � W LL W LL ~ LL W C'3 H LL C.� r LL N H LL
(/� O LL M cD W LL u) cD W LL un O — —
B10 L24 B10 L23 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
7,257-SF 6,946-SF B10 L22 B10 L21 B10 L20 B10 L19 B10 L18 B10 L17 B10 L16 B10 L15 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
6,807-SF 6,817-SF 6,827-SF 6,837-SF 6,847-SF 6,857-SF 6,867-SF 6,648-SF 5. REMOVE EXISTING"T"-TYPE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN
R — 6"PIRR 6"PIRR STUB.
4
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- - 1310 L27 r \
8,629-SF \
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Sewer Plan & Profile - W. Lesina St. 3°' 6°' _ CIO
Horizontal Scale: 1" = 30,
2553 2553 ■y 0
SEWER - LE:SINA EAST: Sta. 149+70 - 156+60
HORIZONTAL SCALE: 1" := 30' ■; y
VERTICAL CALE: 1" = 13
2550 2550
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PROPOSED GRADE ELEVATION
AT PIPE CENTERLINE
2547 EXISTING GROUND ELEVATION ——_ 2547 co
AT PIPE CENTERLINE — ———— ————— ———— N
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Rom
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2544 2544 Cc
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Revisions 1Q
2541 � � 2541 _
2 WATER SERVICE CROSSING 2 WATER SERVICE CROSSING 2 1. AGENCY COMMENTS 10/24/25
WATER SERVICE CROSSING
WATER SERVICE CROSSING 2 WATER SERVICE CROSSING O2 O O
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OWATER SERVICE CROSSING '
87-LF OF 8-IN PVC AT 0.52%
2538 2538
' 340-LF OF 8-IN PVC AT 0.80% 4
162-LF OF 8-IN PVC AT 0.75% O SSMH 37
OSTA: 156+38.82, 0.00'R
Z/z61-LF OF 8-IN PVC AT 0.45% O RIM: 2546.35±
SSMH 35 4.1
2535 STA: 149+89.84, 0.00' DEPTH: 8.20' 2535
RIM: 2545.10±
IE IN: 2538.99, 4-IN PVC ( )
DEPTH: 8.65' O SSMH 34 SSMH 33 4.1 IE OUT: 2538.66, 8-IN PVC (W)
IE IN: 2537.29,4-IN PVC (NW) STA: 151+51.53, 0.00, STA: 152+12.08, 0.00'
IE IN: 2537.29,4-IN PVC (S) RIM: 2545.67± RIM: 2545.42±
2532 IE OUT: 2536.96, 8-IN PVC (E) i DEPTH: 10.52' DEPTH: 10.64' 2532
IE IN: 2535.38, 8-IN PVC �SZpN AL ECG'
IE IN: 2535.75, 8-IN PVC (W)
IE OUT: 2535.65, 8-IN PVC (E) IE IN: 2535.38, 8-IN PVC (W)
IE OUT: 2535.28, 8-IN PVC (N)
2529 2529 568
10/24/2025
�T�TE OF \OPx
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION ry
AT PIPE CENTERLINE AT PIPE CENTERLINE W.
3 2526 2526 Project No.: 123200
r` Oo o M r LO c0 co c0 O O lf� r O lf� c0 c0 c0 r` CV c0
m oo o0 0 0 0 o N N v co Ln Ln � QD '� r` co co m m N N co u' v co Ln r` co r- r, ti r` co r` Date of Issuance: 09.02.2025
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1:3- N Lt) LI- L!") ,IJ Lt) LI- LI- LI- L27 L!7 LI- 'T cDRZY CI- CI- CI- CI- cD CD CD
LO LO Ln LO LO LO u) Ln Lin Lso LO LO LLo LO LO Lo LO LO LO Ln LO Ln u) Ln u) Ln LLo Lso u) u) LLo LO LO Lo LO Lr) LO Lr) LO LO LLo LO u) LO Project Milestone: PERMIT
N N N N cV 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 N N N
Sewer Plan & Profile
149+70 150+00 150+60 151+20 151+80 152+40 153+00 153+60 154+20 154+80 155+40 156+00 156+60 W. Lesina St.
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