HomeMy WebLinkAboutC6.03_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.
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
- 4"PIRR 4"PI P 4"PIRR P 4"PIRR 4"PIR 4"PIRR P 4"PIRR P "PIRR 4"PIRR P 4"PIRR P 4"PIRR 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.
C6.09% 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
bo _
6 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
• �_ CENTER OF MANHOLES.
B1 L21 , B1 L22 B1 L23 B1 L24 B1 L25 B L 6 B1 L27 B1 L28 B1 L29 B1 L30 B1 L31 B1 L32 B1 L33 B1 L34 B1 L35 B1 L36 B1 L37 °B1 L 8
4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 2, 86-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 4,372-SF 1,882 F o0 Sewer Keynotes:
coW
CO Lf) 01 O
1! co , ` co co O �� r coL(� Q Q 1. POTABLE WATER MAIN CROSSING SEE CITY OF MERIDIAN SEWER NOTE N0. 2 ON
Lf) O O N coM I I r ') Lf) 01 coti Cn m N M U
+ Joo cO + JOB + JN + JT + J ( � + Jm + � roo + JMoo + J 10 oo + J � oo + moo + moo + c0 oo + � voo + JN oo + � 000
� M � M � M rM � rM � � M � � M � ; � M � M � M oM 'T ; c' oM 'T ; NMI ; 0- O SHEET C1.00.
cD
R N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N LfJ N z
Q LL N Q LC N Q LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N ¢ LL N _
r L.L LI.J ~ L.L LI.J ~ L.L LI.J ~ L.L LI.J ~ L.L LI.J ~ L.L LI.J ~ L.L LI.J ~ L.L LI.J ~ L.L LI.J ~ L.L ~ L.L ~ L.L ~ L.L ~ L.L ~ L.L ~ L.L
U) O — N O — N O — (/� O — (/� O — (/� O — V) O — V) O — uo O — LL V) O w V) O w (/� O w (/� O w (/� O w (/� O w N O w Co
IF IO O O O O O O O O O O O O O O o Q� 2. POTABLE/NON POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
3 3 3 3 3 3 3 3 3 3 3 — 3 — 11!) = NOTE NO. 3 ON SHEET C1.00.
O°7O 31 L39'll T 4,000-SF 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
R R/W R R/W R/W R R/W R/W R R/W /W R/W R/W R R/W /W R/W R/W — MERIDIAN SD SW3.
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 Z 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
_ N MERIDIAN SO SW3.
8W 8 ° 8 —8 �; 8W 8W 8W 8W 8W 8 8W 8W4
_ _ _ - p o 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
T — N
�00 8"SS 16 00 8'SS+00 N 8'ISS 18+ 8oSS 8"SS 19+00 180° 8 SS 20+00 g"SS 8"SS 21+00 8 SS M + SSMH 09 4.1 B1 L40
i ~ STA: 21+89.52 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
-0.45% , 272-LF OF 8-IN PVC AT 0.45% W. QUINTALE ST. 9770° 4,000-SF
r °C 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
R/W R/W R/W R/W R R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
V' 0 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
O CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
it v
12"GIRR 12"GIRR GIAai i;a DISCREPANCIES.
- 8"PI 7 8"PIRR 8"PIRR PIRR 8"PIRR 8"PIRR 8" IRR — 8"PIRR 8"PIRR 8"PIRR > B1 L41
SSMH 07
O SSMH 08 O z� 4,000-sF 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
STA: 16+42.28 STA: 19+14.54 4 oo7O
u_
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oo
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oo
131 L42
4,000-SF
El c=)
ii
— +
00
6"PIRR
♦
FUTURE CLUBHOUSE AND �j I
AMENITY DECK BY OTHERS ♦ %;
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Sewer Plan & Profile - W. Quintale St. 30' 60'
Horizontal Scale: 1" = 30'
r
y v
2556 SEWER - QUINTALE: Sta. 15+00 - 22+50 2556 Cc J
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3' 0 O
2553 2553 1 =
PROPOSED GRADE ELEVATION
AT PIPE CENTERLINE O
2550 2550 ■y
EXISTING GROUND ELEVATION ■ O
AT PIPE CENTERLINE
■�
2547 2547
---- ——— -------———— ———— ----- ———— ———— ————————— -----
2544 2544
c
4-IN PVC PIRR CROSSING M COco
ccM
2541 254120
Cc
_
2538 2538 Revisions 10
1. 5/30/25-CITY FP COMMENTS
2535 , 535
///275-LF OF 8-IN PVC AT 0.45%i���//i
/� /� 272-LF OF=8-10VC AT 0.45% 4'1==
SSMH 09 2532
2532 i��
250-LF OF 8-IN PVC AT 0.45%�// ����%%���' STA: 21+89.52
4 R DEPTH 2 67'46.
94±
SSMH 08 O
STA: 19+14.54 IE IN: 2534.37, 8-IN PVC (N)
2529
SSMH 07 4 RIM: 2548.05± IE IN: 2534.37, 8-IN PVC (S)
IE OUT: 2534.27, 8-IN PVC (W)
2529 DEPTH: 15.12'
STA: 16+42.28
RIM: 2546.69± IE IN: 2533.03, 8-IN PVC (E)
DEPTH: 15.08' IE OUT: 2532.93, 8-IN PVC (W)
AL
IE IN: 2531.71, 8-IN PVC (E) �S��G ��01
IE OUT: 2531.61, 8-IN PVC (W)
2526 , 2526 568 �
05/30/2025
J�j, �O
qTE OF 0
f9�ESW.G
2523 2523
3 , Project No.: 123200
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 4.15.2025
AT PIPE CENTERLINE AT PIPE CENTERLINE Project Milestone: Permit Set
2520 2520 Sewer Plan & Profile
o0 M 00 M 00 M 00 M o0 M 00 M 00 M 00 M N f� N f� co W■ Quintale St.
ti 00 _ 00 00 O O N V V (D I` 0o O O O O _ N co u)
O N V u) ti 00 O M V CO ti O O N 6� a0 O co O
LC) LC) LC) GO W O co O co O � O � O O O O
LO LO � LO L V LO LO LO LO LO� LO LO LO
CQ LO
CQ Lf) Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 Lf7 C\J Lf7 LC)
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
3 0
>� 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 C6mO3