HomeMy WebLinkAboutC6.02 Sewer Plan & Profile N. Apricot Hill Ave. Sheet Notes: = T H E
1. COMPLY WITH ALL NOTES ON SHEET C1.00. L AN D
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE GROUP
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
B15 L12 B15 L11 B15 L10 B15 L9 B15 L8 B15 L7 a UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A
5,128-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF 5,128-SF B10 L17 MINIMUM OF 48-HOURS PRIOR TO DIGGING.
I
6,857-SF 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
M N CO `° CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
co � Lo N � lLo N � N Lo N � Lo N ( J CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
Q LL N Q LL N Q LL N Q LL N Q LL N
O� ow O� ow O� ow O� owu 3 � owu
MATCH PLANS.
— — 3 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.
2 2 2 2 2 6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
5 Mil8 Mile M.
B10 L18 PROPERTY LINE.
s,s47-SF 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
31+00 r 32+00 ��— 33+02.46 _ o
8 SS81 CIO SG8 S8 y w
183-LF 0 8-IN o 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
PVC AT 1.37/o
° 2 N. APRICOT 2 90o a III CENTER OF MANHOLES.
HILL AVE. LD
SSMH 38 4.1 z Sewer Keynotes:
oo -
CD
I 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2
LL LJ o ON SHEET C1.00.
N cO � rO Co rO Co �O m O co
+ a[ o? � + a[ r � + a[ r � + ccm + � r` �
M N co N co M 7r N M M Zzr N ; co N cn B10 L19 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
Q LL N Q LL N Q LL N Q LL N Q LL N
LL LL LL � LL Z LL c 6,837-SF NOTE NO.3 ON SHEET C1.00.
U) CD V) c' � ow � � ow � � cD
v 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD
B16 L1 B16 L2 B16 L3 B16 L4 B16 L5 B16 L6 I�CCI SW3.
5,128-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF 5,128-SF oq a
a
y 4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
4.1. THREE-WAY SEWER MANHOLE CHANNEL.
■ 5 REMOVE EXISTING"T"-TYPE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN
STUB
B10 L20
Cs.�s 6,827-SF Cc mmi
ld Pititild�b lild�b
0
Sewer Plan & Profile - N. Apricot Hill Ave. 3 6 _ CIO
Horizontal Scale: 1" = 30,
2553 2553 ■y 0
SEWER - APRICOT HILL: Sta. 30+60 - 33+90
HORIZONTAL SCALE: 1" = 30' ■� y
VERTICAL SCALE: 1" = 3' �
EXISTING GROUND ELEVATION
2550 AT PIPE CENTERLINE 2550
PROPOSED GRADE ELEVATION y O
AT PIPE CENTERLINE
2547 2547 � � � �
cc CO
co_LZ
boo
2544 2544 c LO
4-IN PVC PIRR CROSSING
O2541 Q WATER SERVICE CROSSING 2541 Revisions
OWATER SERVICE CROSSING 1. AGENCY COMMENTS- 10/24/25
I
2538 5 2538
183-1F OF 8-W PVC AT 1.37%
SSMH 38
STA: 32+92.95, 0.06113
RIM: 2546.63+
2535 DEPTH: 8.49' 2535
70-LF OF EXISTING 8-IN PVC AT 1.50%
IE IN: 2538.98, 4-IN PVC (W)
IE IN: 2538.98, 4-IN PVC (E)
IE OUT: 2538.64, 8-IN PVC (N)
r N
W W
CO2 cc
2532 d a EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 2532
AT PIPE CENTERLINE AT PIPE CENTERLINE AL
2530 2530
N � � 1 � m r � � 10 coN 568
QD
L0 LID LID
N N N N N N N N N N � N N N N N 10/24/2025
T,9T�OF \OPT
30+60 31+20 31+80 32+40 33+00 33+60 33+90 f`9W,G
Project No.: 123200
Date of Issuance: 09.02.2025
Project Milestone: PERMIT
Sewer Plan & Profile
N. Apricot Hill Ave.
C6mO2