HomeMy WebLinkAboutC6.01_Sewer Plan & Profile W. Quintale St. 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.
CD c0 I I rr I I 4" d 4"PIRR P 4"PIRR 4"PIA 4"PIRR 4"PIRR 4"PIR A
LULU I I I I 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
_ C6.04 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
w I PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF I
0 M M E1 M 0 Imi MJI EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
a BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE `
� r 00 OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
� I I I coo 0o AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
7� .
80 I I I = UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS ACD
I o a MINIMUM OF 48-HOURS PRIOR TO DIGGING.
I I Ln 9L B1 L3 61 L4 B1 L5 B1 L6 61 L7 B1 L8 B1 L9 B1 L10 B1 L11
`" 5,693-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5,099-SF 5.(
Q SSMH 03 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, ,�`,
w I STA: 5+98.02 4'1 CONSTRUCTION ACHANNEL INGS,AND ND NOTIFY ENGINEER WHENNS OR INVERTS ELEEVATIONS OR INOR VERTS T°S DO NOT ;,0, #To
O_ co ti o o LO co o LO LO LO o co _0 co 0 o _0 cm o
z o J ti nj Ln J 0 '0 M J co " V J c.j oo J LO �.j co J CO " I� J c. c.j N J O � (O J CJ
- + MM � + Mco + Mco + Mco + Mco + MM � + MM � + MM � + MM � , + MATCH PLANS.
00 v Ln v Ln 'Zr Ln in Ln x, Ln co Ln co Ln r Ln r IN oo
Lo N Lo N Lo N Lo N Lo N Lo N Lo N Lo N n N
fJ J r- L.L H LLLL N C'3 H LLLL N Q) H LLLL N C'3 H LLLL N C'3 H LLLL N C'3 H LLLL N C'3 H LLLL N C'J H LLLL N C'J H LLLL N C'3 H
o o w o w o w o w o w o w o w o w o w 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
Cr T N 3 3 3 3 3 3 3 EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
o I IRR SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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or
6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
R/W R/W R/W R /W R R/W R/W R/W R " R R/W R/W R/W R/W PROPERTY LINE.
101+00 -
W 11W 1 Nam_ o N 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
12 1 W. QUINTALE ST. „W s"w - 8, "w 8
12"W � 1 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
0+50 1+00 2+00�248-LF OF EXISTING 8-IN PVC AT 3.97% ± 3+00 `90° _ - -4+00 2 2 5+00 2 2 2 - 2 2 2 2 8+00 CENTER OF MANHOLES.
-8"SS 8"SS $ 8"SS S 8"SS S I 8"SS 8'1SS 8"SS 8 SS 8"SS 8"$S 8"S
TI, 90a 250-LF OF 8-IN PVC AT 0.45% 9 0 244-LF OF 8-IN PVC AT 0.45% 7+00 Sewer Keynotes:
EX SSMH 11A I oo �O
nII''
STA: 1+00 I R/WI R/w R/W R a R/W R/VV R/VU R/VU R/W R/W R/W R/W 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE N0. 2 ON
LO
=
o B8 L 7 L SHEET C1.00.
0 IRR I I IRR I „ s2s SF �„ s2s SF 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
d 6 PIR > 6 PIRR i, 6 PIRR 6 PIRR 6 PIRR
o NOTE N0. 3 ON SHEET C1.00.
r1 I Cr z SSMH 02 0
Q I I O00 STA: 3+47.52 4.2 5 Q 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
v ao LL W , MERIDIAN SD SW3.
T I I J_� B8 L2 B8 L16 > B7 L2 B7 L E
I I B2 L2 co 4,501 4,501 4,501 4,500 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
LU oo
5,923 SF 0 :ONo , MERIDIAN SD SW3.
oa 0 _ 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
CD
I I
_ z - o C
o m - 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
00
r
Z o 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
B8 L3 B8 L15 + B7 L3 B7 L15 E
Cn
I 4,501 4,501 rJ 4,501 4,501 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
I C ` • DISCREPANCIES.
c' o I "� I I B2 L3 - -
r
I I I I 1 5,927-SF 9 C6.05 9 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
Sewer Plan & Profile - W. Quintale St. 30' 60'
/ Horizontal Scale: 1" = 30,
2550 2550
SEWER - QUINTALE: Sta. 0+00 - 8+10
HORIZONTAL SCALE' 1" = 30' ,
VERTICAL SCALE' 1" = 3'
2547 2547
PROPOSED GRADE ELEVATION ,
AT PIPE CENTERLINE
EXISTING GROUND ELEVATION ,
2544 AT PIPE CENTERLINE 2544 r
---- ---- ---- -----,----- ---- y
2541 -- -_ r , 2541 cc
6-IN PVC PIRR CROSSING , � O
1
2538 k-12-IN WATER CROSSING O , 2538
4-IN PVC PIRR CROSSING
yv �48-IN RCP GIRR CROSSING I 2 ,
8-IN PVC WATER CROSSING O _
48-IN RCP GIRR CROSSING IZIB-IN PVC WATER CROSSING ,
2535 2535 ■y 0
� o
2532 2532
y
2529 2529 � o co
N � co
co
7 77 ��244 LF OF 8 IN PVC AT 0.45%'/ ��iii 00
7 �i
5
2526 i/���/�/i���/���/250 LF OF 8-IN PVC AT 0.45%%/�
2526 Cc 3: _.2�
~ i
SSMH 03 4.1 ,
STA: 5+98.02 , Revisions
2523 SSMH 02 4.2 RIM: 2542.55± 2523
STA:3+47.52 DEPTH: 16.04' , 1. 5/30/25-CITY FP COMMENTS
x RIM: 2541.93± IE IN: 2526.61, 8-IN PVC (E)
8 QVG F� DEPTH: 16.65' IE IN: 2526.61, 8-IN PVC (S)
IE IN: 2525.38, 8-IN PVC (E) IE OUT: 2526.51, 8-IN PVC (W)
2520 oFE� IE IN: 2525.38, 8-IN PVC (N) , 2520
2RaA'F IE IN: 2525.38, 8-IN PVC (S)
IE OUT: 2525.28, 8-IN PVC (W) ,
2517 , 2517
2514 , 2514
EX SSMH 11A , ZONAL E�
STA: 1+00
RIM: 2543.59±
2511
DEPTH: 28.14' 2511 � 568 05/30/2025 �
IE IN: 2515.45, 8-IN PVC (E)
ATE OF \OPT
f9�ESW.G
3 2508 , 2508 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
2505 2505 W. Quintale St.
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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 N N N N N N N N N N N N N N
0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 C6mOl