HomeMy WebLinkAboutC6.14_Sewer Plan & Profile N. Plum Hollow Ave. (South) 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:
L o I
0 0 I 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
+ w
� = SHEET C1.00.
2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
J° NOTE NO. 3 ON SHEET C1.00.
- - 1i - - - - • 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
MERIDIAN SO SW3.
C2 _
v 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
MERIDIAN SO SW3.
°O 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
FUTURE PHASE C
a 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
I
a
z 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
_ U
N cc LL CD5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
+ � o, I
CJ CO � N
a LL N J M CDCONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
O � OwLL NCn +
o� DISCREPANCIES.
N 8"PIRR 8"PIRR 8"PIR" 8"PIRR
SSMH 26 4 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
OSSCO 7 STA: 30+0
STA: 32+36.89
R/W R
I r ca 190. 1
60-LF OF 8-IN PVC AT 1.00% O 177-LF OF 8-IN PVC AT 1.50%
811sb 1%1 _ N. PLUM HOLLOW AVE.
33+00 32+00 31+00 -
0
8
2 2 2 2
2
/W 2 — R/W R/W d,w R R/W R/W R/IIV R
I� _ N _ I- _ N
ccV u) N O M
+ N + N N O~+ N cVNn
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co N N
+ J N
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Q LL N N OO
LL cD C
N CDw C
B10 L6 B10 L5 B10 L4 B10 L3 B10 L2
4,213-SF 4,213-SF 4,213-SF 4,213-SF 4,213-SF
SSMH 25 4.1
STA: 123+35.7 C
y
o r
y
f Ca
-r"PLRR 4LLPLRR _ � R/ Pi 6"PIR C
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Sewer Plan & Profile - N. Plum Hollow Ave. (South) 30' 60' cc
\ Horizontal Scale: 1" = 30' O
2556 2556 ■y 0
SEWER - PLUM HOLLOW SOUTH: Sta. 29+40 - 33+00
HORIZONTAL SCALE: 1" = 30' ■� y
VERTICAL SCALE: 1" = 3' Q�
2553 2553
� O
COD =
EXISTING GROUND ELEVATION cc _C3
2550 AT PIPE CENTERLINE 2550 N ANN co
cc
_M C-0
CO
PROPOSED GRADE ELEVATION � 000
AT PIPE CENTERLINE M
-- ----- Cc � c
2547 -——————— -————— —————————————-- — ———- 2547
Revisions
2544 2544 1. 5/30/25-CITY FP COMMENTS
0
2541 WATER SERVICE CROSSING 8-IN PVC WATER CROSSING 2541
253$ boo/0
//
1 - ��
177-LF OF 8-
IN PVC AT2538
607F11 OF171
PVC AT 1.009v' i! i=/= SSMH 26
O ' STA: 30+00
RIM: 2546.66±
2535 =6 DEPTH: 7.73' 2535
IE OUT: 2538.93, 8-IN PVC (S)
SSCO 7
STA:32+36.89
AL
RIM: 2546.44± SSMH 25
DEPTH: 9.55' STA: 31+76.77
� .
IE IN: 2536.88, 8-IN PVC (S) RIM: 2546.25±2532 IE OUT: 2536.88, 8-IN PVC (N) DEPTH: 10.07' 2532 568
IE IN: 2536.28, 8-IN PVC (N) 05/30/2025
IE IN: 2536.28, 8-IN PVC (S) OF \10
IE OUT: 2536.18, 8-IN PVC (W) J.q
�ESW.G
3 2529 2529 Project No.: 123200
Date of Issuance: 4.15.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Permit Set
a �
AT PIPE CENTERLINE AT PIPE CENTERLINE
Sewer Plan & Profile
2526 2526 N. Plum Hollow Ave.
r � T � co � coU co °°
O � � N � � � (South)
O N N N GV cocoU') X) CO
co co tD tD tD
LO LO LO LO LO LO LO LO LO LO LO
N LO N LO N LO N LO N � N L N LO N L N L N LO N LO
3 a N N N GV N N GV N N N N
-- 33+00 32+70 32+40 32+10 31+80 31+50 31+20 30+90 30+60 30+30 30+00 29+70 29+40 C6ml 4