HomeMy WebLinkAboutC6.08_Sewer Plan & Profile N. Bartok 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
+ I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
- f2"(CIRRI - 12"GIRR 12"GIRR
6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
C6.11 C6.02 PROPERTY LINE.
4" Pi R P 4"PIRR 4' , R P 4"PIRR P 4"PIRR
- 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
770 70 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
6.; I C/, CENTER OF MANHOLES.
Cr.o_1 C/) O
L!7 Co O
Q 9 N M FUTURE PHASE Sewer Keynotes:
1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
z o2 I o o SHEET C1.00.
oo B5 L8 B5 L7 B5 L6 B5 L5 B5 L4 B5 L3 B5 L2 v H
O o 4,00o SF 4,000 SF 4,000 SF 4,000 SF 4,00o SF 4,00o SF 4,00o SF o W X2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
J a <�
~ r
M N h M N > NOTE NO. 3 ON SHEET C1.00.
7
+ ccoo °O + ccrn � + cco � + c- cj + � N1 + � r � + � a, � Z + Jc + � N �
_ � o T T T T Lo � z�_ M T 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
CIO r M N r M N r M N r M N r M N r M N r M N I Q L.L N �' Ln M N
4 O Q L:L N Q L:L N Q L:L N Q L:L N Q L:L N Q L:L N Q L:L N OO SQ LL LL 3 Q L:L N
"oC) cD O � ow � O mow O mow O mow O mow O � owLL ,ocn C now � oi; LL 3 MERIDIAN SDSW3.
® �r SSMH 43rl 11 4STA: 154+50.12--\ T 0 SSMH 06 4.2 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
".A ".A - M STA: 13+92.52 MERIDIAN SD SW3.
02 R/W
VV 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
-
4 "SS
�O 1 2 SSCO 3 6 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
SSMH 22 2 2 ° STA: 51+48.40
331-LF OF 8-IN PVC AT 2.00%
STA: 115+43.23 18"SS 8"SS 8" 8"SS 8' S I
155+00 154+00 -153+00 2 152+00 900 + 151+00 r, - 148-LF OF 8-IN PVC AT 1.55%- 150+00 149+50 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
8"W N. BARTOK AVE. 8"W T T 8"W o 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
TCONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
DISCREPANCIES.
R R/W R/W R/W R /W R/W R/W o R/W
6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
_ «o
8"PIRR 8"PIRR "PI R 8" I 8"PIRR U Q B1 L19
3,364-SF
CL
O i z
+ 00 4"PIRR
Lf
Lr) o4rN O
J
O
N LO
O
B9 L1 3.1 + J Co 0o ` N B1 L20
4,372-SF
co mow " N
02 G5 C
- 75
O Cn
co ` +
02 r
D _n Bi L21 Do
r � = DO
z 4,372-SF
C6.11 o � C6.03
I ile oC
- Sewer Plan & Profile - N. Bartok Ave. 30' 60'
r
a�
Horizontal Scale: 1" = 30' y
Cc
SEWER - BARTOK SOUTH: Sta. 149+40 - 155+10 Q
HORIZONTAL SCALE: 1" = 30'
2553 VERTICAL SCALE: i" -- 2553 cc
2550 2550 y
■� 0
PROPOSED GRADE ELEVATION y
AT PIPE CENTERLINE
2547 EXISTING GROUND ELEVATION 2547
AT PIPE CENTERLINE
O
2544 --- ---------- ----------------- ---- ---------- --------------- --------- -- -- ---- ---- --- 2544 A i � (0
i N
�+ ccM
O 1, O
\, O O O 6-IN PVC PIRR CROSSING 2 WATER SERVICE CROSSING
2541 WATER SERVICE CROSSING 2541
WATER SERVICE CROSSING WATER SERVICE CROSSINGLO
WATER SERVICE CROSSING 8-IN PVC WATER CROSSING
Revisions
2538 12-IN PVC GIRR CROSSING 2538
1. 5/30/25-CITY FP COMMENTS
2535 SSMH 43 2535
STA: 154+50.12 331 LF pF g-IN P
RIM: 2545.55± VC A7 2 00%
DEPTH: 8.44'
IE OUT: 2537.11, 8-IN PVC (N)
2532 2532
/i 148-LF OF 8-IN PVC AT 1.55%
SSCO 3
STA: 149+70.35
RIM: 2546.11±
2529
DEPTH: 13.32' 2529 SSMH 06 IE IN: 2532.78, 8-IN PVC (N)
4.2
STA: 151+18.75 IE OUT: 2532.78, 8-IN PVC (S) NAL F��r
RIM: 2545.62±
DEPTH: 15.24'
2526 IE IN: 2530.48, 8-IN PVC (E) 2526 -68
IE IN: 2530.48, 8-IN PVC (N)
05/30/2025
IE IN: 2530.48, 8-IN PVC (S) f�,yTE of
IE OUT: 2530.38, 8-IN PVC (W)
9 'SW.G
3 2523 2523 Project No.: 123200
Date of Issuance: 4.15.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Permit Set
AT PIPE CENTERLINE AT PIPE CENTERLINE
a �
Sewer Plan & Profile
2520 2520 N. Bartok Ave.
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co N Lf, ti N O N _ co M M M M N V O V O V O V O u? O u? O u? O Lf7 LO O V
N L6 L6 Lf, LO LD CO (,4 CO (,4 L6 L6 L6 L6 L6 6 CO
LO Lo Lo Lo LO
Lf, Ln Lf, Lf') C\J Ln C, Lf') L!') Lf') L!') LS7 L!') Ln L!') LS7 LC, Ln LC, Lf') LC, Lf') Lf, Lf') L!') Lf') L!') Lf') L!') Ln L!') O L!') O LC, �j
3 a 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
- 155+10 154+80 154+50 154+20 153+90 153+60 153+30 153+00 152+70 152+40 152+10 151+80 151+50 151+20 150+90 150+60 150+30 150+00 149+70 149+40
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