HomeMy WebLinkAboutC6.03 Sewer Plan & Profile N. Plum Hollow Ave. Sheet Notes: WRW'pJ 0
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1. COMPLY WITH ALL NOTES ON SHEET C1.00. LAND
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.
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3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
B10 L12 CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
B10 L7 B10 L8 B10 L9 B10 L10 B10 L11 STA:34+62 PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
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4,213-SF 4,213-SF 4,213-SF 4,213-SF 4,177-SF OFF:65'L 4,422-SF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
3 IE:2542.3 o N B10 L13 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
N N T FG:2547.3 �+ N v
+ J + J c + J M + J r ,, M N s,o72-SF OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
M N M N M N M N o w LL O AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
O � N O � N O N O N -- _ UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A
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I_— 3 � awLL 3 � awLL 3 � awLL
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MINIMUM OF 48-HOURS PRIOR TO DIGGING.
— — — — — . — — — — — — — — — — — — — 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN,
"w CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO
—AAMI — d, CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
\ STA:35+40
OFF:6'� MATCH PLANS.
2 2 2 2 ��0]o IE:2541.5
M 8 — `I• M M 8 2 O FG:2546.5 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
5 - _ _ _ — — — B10 L14 EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
32+005/ Nk F_ r 33+00 266-LF OF 8-IN PVC AT 1.00% —34+00 35+00 6,127-SF SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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2 2 8 N. PLUM SS..$ 2 GS 8 1 I 6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
HOLLOW AVE.
11 I PROPERTY LINE.
SSMH 27 4.1
7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
LJ T T / CENTER OF MANHOLES.
+ 3 0 3 °' 3 `° w 3 N 3
O N � coC" c�iv cnC"'7r mC � v � C � v
LL N N ¢ co N co N co N < _ " Sewer Keynotes:
� o Now "ocD "ocD � ow � OSSMH37 I B10L15
� � \ 6,648-SF
1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2
B15 Li B15 L2 B15 L3 B15 L4 B15 L5 B15 L6 ON SHEET C1.00.
■ 5,128-SF 4,000-SF 4,000-SF 4,000-SF 4,000-SF 5,128-SF C
2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
NOTE NO.3 ON SHEET C1.00.
`a y
a Z 1 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN SD
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Ca � y � � SW3.I ■
4. INSTALL 48-IN STANDARD MANHOLE TYPE A PER ISPWC SD-501.
o B10 L16 N
9 e ld�ti 9 e q a bld b q a EJUI 9 " " 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
6,867-SF
- I 5. REMOVE EXISTING"T"-TYPE CLEANOUT AND CONNECT TO EXISTING SEWER MAIN
STUB.
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Cc MIJ
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Sewer Plan & Profile - N. Plum Hollow Ave. 30' 60' _ cc
Horizontal Scale: 1" = 30'
y �
SEWER - PLUM HOLLOW SOUTH: Sta. 32+10 - 35+10 ■
HORIZONTAL SCALE: 1" = 30' ■; y
2553 VERTICAL SCALE: 1" = 3' 2553 CD
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PROPOSED GRADE ELEVATION y
2550 AT PIPE CENTERLINE 2550 cc
EXISTING GROUND ELEVATION M
AT PIPE CENTERLINE � 00
2547 _-- --------` 2547 boo
c Lo
2544 - 2544
Revisions Q
1. AGENCY COMMENTS- 10/24/25
2541 WATER SERVICE CROSSINGO 2541
EXISTING WATER 2 WATER SERVICE CROSSINGO2
SERVICE CROSSING O
5 266-LF OF 8-IN PVC AT 1.00%
2538 2538
4.1 SSMH 27
t
' STA:35+02.99, 0.00'L 60-LF OF 8-IN RIM: 2546.26±
DEPTH: 7.21'
PVC AT 1.00%
2535
IE IN: 2539.88,4-IN PVC (E) 2535
IE IN: 2539.88,4-IN PVC (S)
IE OUT: 2539.55, 8-IN PVC (N)
cg$I�NAL E1V
r N
a a
2532 x EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION 2532
a a
AT PIPE CENTERLINE AT PIPE CENTERLINE 568
10/24/2025
2530 2530 �T'�TE OF
r` O M LO r O NM M r T r O
L" 0� oo o CD N Ln c° ti o 0 9 ''S W.G
LD CD CO u-) L6 (D L6 (D CD co I-- ti ti
Ln LO L!7 LC) L, LC) L, LO L, Lf) ,Zr LO L, LO L, L!7 Ln L!7
N Ln N In N Ln N Lf') N Lf') N Lf') N u") N Lf') N Lf') N Lf') N Ln
N N N N N N N N N N N
Project No.: 123200
32+10 32+40 33+00 33+60 34+20 34+80 35+10 Date of Issuance: 09.02.2025
Project Milestone: PERMIT
Sewer Plan & Profile
N. Plum Hollow Ave.
C6m03