HomeMy WebLinkAboutC6.02_Sewer Plan & Profile W. Quintale St. Sheet Notes: om
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.
4"P0 P 4"PIRR 411PIRR 4"PIRR
4"PIRR 6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
FUTURE PHASE s•0 PROPERTY LINE.
11 + 01111110 ME m m 0 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
rn 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
coCn
CENTER OF MANHOLES.
7r
CD o
r ■ Sewer Keynotes:
B1 L 61 L12 131 L13 131 L14 131 L15 B1 L16 131 L17 9-
Q °C
� 131 L19 131 L20 131 L21 , 131 L22
5,099 SF , 5,099 SF 5,099 SF 5,099 SF 5,099 SF 5,693 SF o O 3,364-SF 4,372-SF 4,372-SF 4,372-SF 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
5099
4.2 SSMH 04 CIQ 9 SHEET C1.00.
STA: 8+42.48
W9-,
co Cm
LO co , O c.0 o CO O I- un co O O M r
co v + T � o h + � + oR � + 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
� ai � � rnv � � Oiv � oiv � � rnv � � ov o � ov Ln ■ `* � vu� `� nvu� CJ n � v
M M lf) M co uO M co L M co 10 M co lf) M u'7 r M LO _ M _ M _ M
lfJ N 1.f7 N l!'I N 1.f7 N l.f) N 1.f7 N l.f) N N
Q LL N Q L N Q L N Q L N ¢ L N Q L N ¢ L N Q LL N Q L.L (N Q L.L N
a � N N NOTE NO. 3 ON SHEET C1.00.
~ L` wC6 , ~ '"` wC'S F- IN6 H - w6 H - wO � - iyjC7 � - iyjC7 H I U � � w0 � L� .. � � L� ..
00 - L� � O _ L� "I C) � O _ - 00 _ L� 00 _ L� 00 _ L� Q !l) C) Oc) �/) Ow
+�- - - - - - z - O 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
O O O O O O z5o `= 0o �-/ ` MERIDIAN SO SW3.
MiR MrR GIRR LL MrR
ILL - \ 0 ,
FT I/ J 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
R/W R/W FINR/W R/W R/W R/W N R/W R/W R/W R RAN R/ R/W MERIDIAN SD SW3.
N 1 1 + 2 2 4. INSTALL 48 IN STANDARD MANHOLE TYPE A PER ISPWC SD 501.
2 2 co M
8 8"W 11W _CD. 8"W cD 8"W _ 8"W 811W 811W r 811W - 8"W
1 LO W. QUINTALE ST. °C 1 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
2 C 8+00 9+00 2 2 2 10+00 2 �00° 11+00 12+00 E 13+00 �� 14+0 15+00
iS v 8"S RaR 8"SS 8'SS 8"SS = 8"SS 8"SS 8"SS 8"SS , 8"S$ 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
240-LF OF 8-IN PVC AT 0.45% 190. 310-LF OF 8-IN PVC AT 0.45% O &) . &, 250-LF OF 8-IN PVC AT 0.45% 0
90° �� 1 �' `D N LO 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
r i CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
rs/W R/W R/W R/W R/W o' R/W R/W R/W R R/W R/W R/W DISCREPANCIES.
- B L1 +
_ M
- eo
M SSMH 06
4.2 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
6"PIRR 6"PIRR 68s SF 6"PIRR % �'PI 6"PIRR RR 12"GIR8"PIRR STA: 13+92.52 ERR 81','PIR RR 8"PIR
r2" IRR 12 GIRR 12 GIRR -
SSMH 05 0
o o STA: 10+82.48 4.2
N O Q
B7 L11 E Q B6 L2 B6 L16 Q B5 L16
4,500- W 4,343-SF 4,343-SF 4,000 SF CLIL
r
- - ° '
a z W z W
o ' L �
L++ LL a � LL a
0 0 _ c o _
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M to
ZEL
co
W�o co B5 L2 a
o y B5 L15 I 4,000-SF m '
B7 L15 CAM B6 L3 B6 L15 Z 4,000 sF Z
4,500-SF Z 4,343 SF 4,343 SF I 80
a N '
o I
� I I FUTURE CLUBHOUSE AND
C6.06 C6.07 B5 L3 AMENITY DECK BY OTHERS
o B5 L14 I o� 4 000 SF
4,000-SF v I L `
Sewer Plan & Profile - W. Quintale St. ##' ##' r
/ Horizontal Scale: 1" = 30,
Ca
2550 2550 c
SEWER - QUINTALE: Sta. 7+50 - 15+60
HORIZONTAL SCALE: 1" = 30' PROPOSED GRADE ELEVATION O
VERTICAL SCALE' 1 - 31 AT PIPE CENTERLINE
1 =
2547 . EXISTING GROUND ELEVATION 2547 m
AT PIPE CENTERLINE
O �
/ I\ --------- ---- - ------- ---- ---------- ■� _
2544 ---------- - - ---- ---- ----- - 2544 y 0
'\_-4-IN PVC PIRR CROSSING
2541 2 2541
4-IN PVC PIRR CROSSINGI 2 �6-IN PVC PIRR CROSSING
8-IN PVC WATER CROSSING y O
O8-IN PVC WATER CROSSING
12-IN PVC GIRR CROSSING
2538 , 8-IN PVC WATER CROSSING 2538 cc 160 CO
M M
O O C 00
v , v cc U M
2535 2535 _ 20
2532 , Revisions
2532
41 ,250-LF OF 8-IN PVC AT 0.45%
1. 5/30/25-CITY FP COMMENTS
LF OF 8-IN PVC AT 0.45%
2529 , 7777777777/
240-LF OF 8-IN PVC AT 2529
2,1 OF 8-IN PVC AT 0.45% ' SSMH 06 4.2 ,
STA: 13+92.52
4'2 RIM: 2545.62±
SSMH 05 ,
DEPTH: 15.24'
2526 , STA: 10+82.48 2526
SSMH 04 4.1 RIM: 2544.49± IE IN: 2530.48, 8-IN PVC (E) ,
IE IN: 2530.48, 8-IN PVC (N) ,
STA: 8+42.48 DEPTH: 15.60' IE IN: 2530.48, 8-IN PVC (S)
RIM: 2543.52± IE IN: 2528.99, 8-IN PVC (E) IE OUT: 2530.38, 8-IN PVC (W)
DEPTH: 15.81' IE IN: 2528.99, 8-IN PVC (S) ,
2523 IE IN: 2527.81, 8-IN PVC (E)
IE IN: 2528.99, 8-IN PVC (N) 2523
IE IN: 2527.81, 8-IN PVC (S) IE OUT: 2528.89, 8-IN PVC (W) ,
E
IE OUT: 2527.71, 8-IN PVC (W) , AL �Gr
2520 , 2520 568
05/30/2025
�O
qTE OF 0P
W.G
2517 , , 2517 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
_ 2514 2514 W. Quintale St.
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s
7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 C6mO2
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