HomeMy WebLinkAboutC6.05 Sewer Plan & Profile W. Lesina St. Sheet Notes: = THE
1. COMPLY WITH ALL NOTES ON SHEET C1.00. ~ m.._ ' LAND
10
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Q 6"PIRR 6"PIRR o 6"PIRR 6"PIRR PHASE 1 6"PIRR 6"PIRR 6"PIRR 6"PIRR 2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE GROUP
PHASE 2 LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
(ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT
° H 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,
y CHAPTER 22 TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
Z LU PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
U0 Q CIO C EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
80 °p BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
B2 L18 B3 L18 B3 L17 B3 L16 B3 L15 B3 L14 B3 L13 B3 L12 B3 L11 B3 L10 H 22 OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
2,799-SF C6.01 2,4aa-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF F 9- B4 AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
6,600 S 6,600-SF 6,600-SF 6,624-SF Q c4
m 6,0 UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A
Z I MINIMUM OF 48-HOURS PRIOR TO DIGGING.
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N V 00 T
+ J M °° N r 4. DRAIN,
+ J °O 00 + J N p C.0
+ J N N CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM N
N
+ J a, + J Lf) L() + J N _0 + J N
N N ' E- N N N N `° CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
Q L.L N Q L:L N Q Ll N .. Q 11 N Q L.L N Q Ll N .. L(') N L() N
3 w O w LL O w LL O U3 o w O o w LL O a w LL O3 a w LL O a w LL CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
T - - - T U MATCH PLANS.
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5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
p EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SSMH 28 4.1 SSMH 31 4 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
2 2 2 2 — - - 2 - - 2 2 -
1 At 8"W 811W B��W g l _ 8"W 8„W _ ... pov SSMH 32 4.1 IL 6 PROPERTY LALL SEWER SNE.VICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
- W. LESINA CT.
56+00- r — — 57+00- — — 58+00— — 59+00 — — — 60+00 — '`�6 60+45
8"SS "S 8" S 8118S 1 11 "SS g 8 S 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
180° 289-LF OF 8-IN PVC AT 1.56% 194-LF OF 8-IN PVC AT 0.61%
2 2 - - 2 - 1801 = 2 2 1y0 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
.6° CENTER OF MANHOLES.
4.1 Sc
1
Sewer Keynotes:
- - -- 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2
3 + CC p p M CO O) O ) N N
4+") I� � N. O „ � co O + `_` � � O + � p � O + �_ � � O + � � O " � N � O3 co O3 Ocli
N 1 ON SHEET C1.00.
Ln co ,n ,) co cn � co ,n '0 � rn v � � + + � '� ''`� + cc c LLB +
x) N M Ln N l.f) co LMf) N _0 M M 11'] °7 f— coL() M I� O 0) I� C) d7 p O V
Q L.� N Q L.L N Lf) N Lf) co I, M � LO p
r Ll U' LL .. Q L:L N Q 11 N Q LL N .. L() N u) N Ln co V LI) Ln M 0 lf) CO C7
U) O L.LJ 11 Cn O L.LJ LPL In O _ LPL 5/ O _ — U) O _ LL Q 11 W Q L:L IN C.7 H L'yL N j r Ly Ln N Ln N
LL " ~ " " `� L~ C) - N o - L� U) O w y U) o - LL UO LL CD w - 2. POTABLE/NON-POTABLE SERVICE CROSSING SEE CITY OF MERIDIAN SEWER
" - " NOTE NO.3 ON SHEET 01.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD
B2 L38 B2 L39 B2 L40 B2 L41 B2 L42 B2 L43 B2 L44 B2 L45 B2 L46 B2 L47 SW3.
6,909-SF 6,920-SF 6,930-SF 6,940-SF 6,950-SF 6 961-SF -
6,971 SF 6,981-SF 6,991-SF 6,442-SF 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
k CD
4.1. THREE-WAY SEWER MANHOLE CHANNEL.
5. REMOVE EXISTING"T"-TYPE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN
STUB. y
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6"PIRR 6"PIRR 6"PIRR
6 PIRR 6 PIRR 6 PIRR F°PIRR F oiaR uflLflrl 1 ,, l
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Sewer Plan & Profile - W. Lesina St. 30' 60' _ cc
Horizontal Scale: 1" = 30,
2550 2550 ■y 0
SEWER - LESINA WEST. Sta. 54+60 - 60+60
HORIZONTAL SCALE: 1" = 30' ■� y
VERTICAL SCALE: 1" = 3'
2547 PROPOSED GRADE ELEVATION 2547
AT PIPE CENTERLINE O
CA
EXISTING GROUND ELEVATION
AT PIPE CENTERLINE cc
2544 2544 ANN C-0
M
� cc-- - -______�-------------- cc o
2541 ———— 2541 Cc
_ — O WATER SERVICE CROSSING-) ti 'CD
WATER SERVICE CROSSINGO2
7 �WATER
WATER SERVICE CROSSING WATER SERVICE CROSSING Q2538 SERVICE CROSSING 0 - 2538 Revisions 1
1. AGENCY COMMENTS- 10/24/25
71
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J 194-LF OF 8-IN PVC AT 0.61
2535 SSMH 32 2535
1.56% STA: 60+27.46, 0.021R
289-LF OF 8-IN PVC AT 4 RIM: 2544.91
SSMH 31
STA: 58+33.38, 0.011 DEPTH: 8.59'
R
RIM: 2544.63± IE IN: 2537.16,4-IN PVC (S)
2532 DEPTH:9.60' IE IN: 2537.16, 4-IN PVC (N) 2532
O IE IN: 2535.63, 8-IN PVC (E) IE OUT: 2536.82, 8-IN PVC (W)
IE OUT: 2535.53, 8-IN PVC (W)
SSMH 28 4.1
2529 , STA: 55+44.46, 0.00' 2529
RIM: 2542.74±
AL
DEPTH: 12.31'
IE IN: 53 . -
IE IN: 2531.03, 8-IN PVC (E) 568
2526 , IE OUT: 2530.93, 8-IN PVC (N) 2526
a � 10/24/2025 �
✓qTE OF
9 'SW.Gvi"
3 2523 2523 Project No.: 123200
Date of Issuance: 09.02.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: PERMIT
' AT PIPE CENTERLINE AT PIPE CENTERLINE
Sewer Plan & Profile
2520 2520 W. Lesina St.
Lf� m co O V m U-) I— O O O M O N
m W pp O co W � ti OO O N N r— co O O co N Lf) I I` � O N _ CO ti O 00 pp O O _
O O m O O C3) O O O C3) O O O O O O N GV N N N CV N CV N N N CV M
M CO M CO co co M co M co M co L L LO LO L LO LO L
LC) LO LO Ln LO L17 LO � LO
Ln L17 Ln U Ln U Ln � Ln Ln LO LC) LO LO LO LO C\J LO LO C\J Ln Ln Ln Ln C'J LO
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
54+60 55+20 55+80 56+40 57+00 57+60 58+20 58+80 59+40 60+00 60+60 C6mO5