HomeMy WebLinkAboutC6.05_Sewer Plan & Profile N. Brody 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
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.
7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
CENTER OF MANHOLES.
Sewer Keynotes:
1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE N0. 2 ON
1
B7 L SHEET C1.00.
-SF H I P ltld b P »Hld b litild d Id ti s28-
- 9 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
7+00 NOTE N0. 3 ON SHEET C1.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
MERIDIAN SO SW3.
bo 00
3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
C MERIDIAN SO SW3.
B7 L2 B7 L3 B7 L4 B7 L5 B7 L6 B7 L7 B7 L8
o� o `D 4,500-SF 4,500-SF 4,500-SF 4,500-SF 4,500-SF 4,500 SF 4,500 SFCL
4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
4.1. THREE-WAY SEWER MANHOLE CHANNEL.
N Ln c'? o Ln �
m N O O
J C°7 M V
+ + J 0o 'T + Jvai + J 0o MJO 00 � N Ln O
O O LfJ N O M R LMC'J N O M R LCo �N 3 M Lo LfJ 3 M M Lo N LL'J M L + J p
Q L.L N Q L'y N Q L.� N O Q L.L N N O Q LL Ln N O M �, N O Co N 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
H W L.LI C:J H W L.LI C.7 F- W .. �,' W .. c-D W N .. Q Ll N ..
cn O - W cn O - L.L C/J O w L.L cn O w L.L cn O w LOi c!! O w LOi cn O w LOi
5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
"� � DISCREPANCIES.
I
a 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
1 -
M - M �? M. Of--
2
8 - M8
9�° 2 2 `� r 2 2 2 2
4.1 SSMH 03 - 31+00 :32+00 _33+00 6' 33+52.75
STA: 5+98.02 S� SS.2 SS 8 S8.2342 LF OF 8-IN PVC AT 2.00 2 2 SSMH 40
� N. BRODY AVE. 4 X
STA: 33+37.81
- H =
LLL
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aLw
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O O O O Mul) B O O p Co V O + M V O + A T Co O + O N O + S O N O + CC V nj �
G M Co X) Co Co Lo O M O N O I� N � V 3 � V
Lo Q L:L N N Q I.:�L N N MQ. LL N N M V N M V N M N CoM V N O
- O (~!! O w LPL W LL Cn O W ,y cn
Q W LL Q W LL Q LN W H/� 1- W CS T
co
O l
Q y
a
y > B8 L16 B8 L15 B8 L14 B8 L13 B8 L12 B8 L11 B8 L10 Z
Q z cc 4,500-SF 4,500-SF 4,500-SF 4,500-SF 4,500 SF 4,500 SF 4,500 SF
co d O
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C o 31
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_ �Jlild�� �a �d � Id��ti a 3,828-r,F � y
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C*
Sewer Plan & Profile - No Brody Ave. 0 30' 60'
\ Horizontal Scale: 1" = 30' cc
O �
2550 2550 ■y 0
SEWER - BRODY: Sta. 29+40 - 33+60
HORIZONTAL SCALE: 1" = 30' ■� y
VERTICAL SCALE: 1" = 3' Q�
2547 PROPOSED GRADE ELEVATION 2547
AT PIPE CENTERLINE
O
EXISTING GROUND ELEVATION
2544 AT PIPE CENTERLINE cc _C3
2544 &NE co
M
-------------------- --- ------ ------------------- cc _ o
2541 2541 C 3: .20
L
CD
6-IN PVC PIRR CROSSING
Revisions
2538 2 2 2 0 2538 1. 5/30/25-CITY FP COMMENTS
WATER SERVICE CROSSING WATER SERVICE CROSSING
WATER SERVICE CROSSING WATER SERVICE CROSSING
2535 2535
2532 2532
OSSMH 40
Al2 pp%i' STA:33+37.81
LF OF 8-IN PVC RIM: 2541.99±
342- DEPTH: 8.55'
2529
IE OUT: 2533.44, 8-IN PVC (N) 2529
AL
I
2526 2526 568
05/30/2025
J�j, �O
qTE OF �pP
SSMH 03 O
a 41 SW.G
STA: 29+95.95
3 2523 RIM: 2542.55± 2523
DEPTH: 16.04' Project No.: 123200
Date of Issuance: 4.15.2025
IE IN: 2526.61, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Permit Set
IE IN: 2526.61, 8-IN PVC (S)IE OUT: 2526.51, 8-IN PVC (W) AT PIPE CENTERLINE AT PIPE CENTERLINE
Sewer Plan & Profile
a
2520 2520 N. Brody Ave.
to t` C.4 00 N co O 't M
O u) O O N O N co co co N u N �o N O
N N N N T N N N N N N N N
N N N M M M N N N N N
V V V V V
ll") Lf") Lf") u, LC') Lo L,(7 L,(7 � L,L7 � L,('y �
3 a N LS") N to N LO N to N u) N LO N LO N LO N 11") N 11") N 11") N 11")
N N N N N N N N N N N N
-- 29+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 32+40 32+70 33+00 33+30 33+60 c6mO5