HomeMy WebLinkAboutC6.04 Sewer Plan & Profile W. Lesina Ct. Sheet Notes:
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1. COMPLY WITH ALL NOTES ON SHEET 01.00. LAND
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LJJ L!J 6"PIRR �, �� 6"PIRR ' 6"PIRR �, P� 6"PIRR_ PHASE 1 & 6"PIRR �, Pi '6"PIRR �, �� '6"PIRR AAw I III
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
PHASE 2 Q LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION - GROUP
-7W
p p (ISPWC), CITY OF MERIDIAN STANDARDS, AND ADA COUNTY HIGHWAY DISTRICT
° y STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
B2 L26 Z 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
7,859 SF Z APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE
y CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
W w Z PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
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B2 L27 � EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
+ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
B2 L25 B2 L24 B2 L23 62 L22 B2 L21 B2 L20 62 L19 B3 L
10,065 SF ' N
O < LL N OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
— — v, o w 6,578 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF 6,600 SF �2,444 AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A
+ J M r i R - MINIMUM OF 48-HOURS PRIOR TO DIGGING.
V lfJ co 11'] / \ + J LO O J co co co T 6) V O O O
Q LL N N cc + + J T N + J N + J I� N J 6) I� N
O ~ " Lll jn M co 11') O° 'o N pp N ao V + N + J N "' 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
C'3 C.'3 C/) O _ L.L Q. \ Q LL N N Q L:�L N N ¢ L:�L co N `�? LL LLo N `?'� lf] N ' lM N , V (`M'! Ln
''' ''' O N o w LL O3 N o w LL O L� w w O O N c' O LL N O a LL N , CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
� I - - - T- LL SSMH29O4 � p _ L� npl±� l NpLULL �, Two
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
MATCH PLANS.
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5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
/ - , EDITION OF THE ISPWC DIVISION 300 AND SD 301. BEDDING AND BACKFILL
- 2 2 2 2 2 2 2 N 2 2 - 2 SSMH 28 4.1 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
R/W_ r - ,_
- I r2rq° - 8'IW 8"W g'I 6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
CD CDas,zla sF W. LESINA CT. _ 8 W - - 8" — 8"W 8"W g �, 11
2 o PROPERTY LINE.
49+50 50+00 - - -51+00 - - - -52+00— - 2 c.i - -53+00 - - -54+00 - - 55+00 B L28 I l" 8"SS 8" S 8"S$ 8"SS T 8"SS 8"SS 8" S 8"S$ $"SS IA" 8"SS - 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
- - - 1,112-SF 239 LF OF 8 IN PVC AT 0.65% 306-LF OF 8-IN PVC AT 0.45%
o� 4.1 SSMH 30 ° , 180° �n 2 °oL - 13�6 2 - =180 -_
/ \ - 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
R/vti CENTER OF MANHOLES.
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_ _
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— - - — Sewer Keynotes:
O3 + � oN / - -
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1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE N0. 2
N �II.f i RIw O + O + O O + CC N N O + = LC) N O + CC I� N O CC O O 'n M O TcD
I� (O
U) O W LPL ,V`/ O M LLo co N L!') C`"7 co N � M M '� LN M co 'I M I� [+'�j LAC) M I_ � � V � 00 V + � oo � + CC L� Lvj
LLLL N C3 H LLLL CV ¢ L.L N N Q L.L Lo N N Q L.L N N M Ln N LI7 M co N M LM N f� M M ON SHEET C1.00.
c!) C) L.LJ LL W C.7 H Ll L.LI C.7 LL .. �,' L.L .. �,' LLLL N .. Q L:L N .. Q L:L N .. Q L.L N N
cnO _ L.L � p _ LL � pwLL � pwLL c/) CD � OwcD c~i) OLLwlpl_ H L� c:6
c� ") p w LL 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
80 B2 L29 STA:50+27 3 NOTE NO. 3 ON SHEET C1.00.
o� OFF:57'R
IL 8,335-SF IE:2536.7 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SO
B2 L31 B2 L32 B2 L33 B2 L34 B2 L35 B2 L36 B2 L37 B2 L38 B2 L39
� FG:2541.7 SW3.
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B2 L30 6,738-SF 6,848-SF 6,858-SF 6,869-SF 6,879-SF 6,889 SF 6,899 SF 6,909 SF 6,920 SF
6,144-SF
4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
4.1. THREE-WAY SEWER MANHOLE CHANNEL.
5. REMOVE EXISTING"T"-TYPE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN
� STUB. Ca
Cc
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60
6"PIRR 6"PIRR 6"PIRR FI 6"PIRR 611PIRR 611PIRR 6"PIRR 611PIRR 6"PIRR 611PIRR 6"PIRR
O
Sewer Plan & Profile - W. Lesina Ct. 3°' 60' _ cc
Horizontal Scale: 1" = 30,
mom
2550 2550 ■y 0
SEWER - LESINA WEST: Sta. 49+50 - 56+10
HORIZONTAL SCALE: 1" 30' , ■� y
VERTICAL SCALE. 1 = 3
2547 , 2547
PROPOSED GRADE ELEVATION C
AT PIPE CENTERLINE cc
2544 EXISTING GROUND ELEVATION 2544 N co
AT PIPE CENTERLINE � M
c �
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boo
2541 ———— 2541
Lo
Cc
m Revisions 1Q
O WATER SERVICE CROSSING � ----
2538
WATER SERVICE CROSSING
5
1. AGENCY COMMENTS- 10/24/25
WATER SERVICE CROSSINGO
WATER SERVICE CROSSINGO
O WATER SERVICE CROSSING 2
O
2535 2535
��239�-LFOF8-IN PVC AT 0.65%
SSMH 30 4.1 306-LF OF 8 IN PVC AT 0.45%2532 STA: 50+00, 0.00' 2532
RIM: 2540.85± O
DEPTH: 7.29' SSMH 290
IE IN: 2534.39,4-IN PVC (SW) STA: 52+38.66, 0.00,
IE IN: 2534.39,4-IN PVC (NW) RIM: 2541.79±
2529
IE OUT: 2534.06, 8-IN PVC (E) DEPTH: 9.89' 41 SSMH 28 2529
IE IN: 2532.50, 8-IN PVC (W) STA: 55+44.46, 0.00' AL
IE OUT: 2532.40, 8-IN PVC (E) RIM: 2542.74± g91oN E1VG,
DEPTH: 12.31'
IE IN: 2531.03, 8-IN PVC (W)
2526 IE IN: 2531.03, 8-IN PVC (E) 2526 568
IE OUT: 2530.93, 8-IN PVC (N) 10/24/2025 0
TAT OF \OP
f9 'SW.G
2523 , 2523 Project No.: 123200
Date of Issuance: 09.02.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION , Project Milestone: PERMIT
a
AT PIPE CENTERLINE AT PIPE CENTERLINE� Sewer Plan & Profile
2520 2520 W. Lesina Ct.
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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 N N N N N N N N
-- 49+50 49+80 50+40 51+00 51+60 52+20 52+80 53+40 54+00 54+60 55+20 55+80 56+10 C6mO4