HomeMy WebLinkAboutC4.01 Riva Capri Sewer Line -Sta 40+00-Sta 42+00 Sheet Notes: .t% ,,.,_•%
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
THE
W I LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS LAND
CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY
ACHD STORMWATER .
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w I EASEMENT i Uj i HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT
x 60 1 co I PRIOR WRITTEN APPROVAL. G R 0 U P
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co C� I 8435 S.F. U °C 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
W I w 0.19 AC. APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
� I J Shoet C4.02 CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
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M i U w i � _ i _ _�_ _ _ _ PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES
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O J 00 w 42+00 1 \ TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
Ck '> / o \ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE
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C STA:41+91.72 ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE
- - - --- - - - - - - - --- - --- - - OFFAO'R 3 APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT
1 \ IE:2544.3 LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
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2 \ \1 0128 3. THE CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00.
w I R/W R/W R/W / o c`) 4. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
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THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE.
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18058 p 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
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i3 '3n180611.06 U. 1 W. RIVA CAPRI STREET
549.04 p EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
18052
ie . IRR. BOX rQ,�'L d', 15.5 I ' SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
G' :2549.04' S 8" 8"W 8" 8"= 8"W
N IE(W) "RCP:2546.78' I 1 / 6. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN,
P i IE(N)18"R :2546.60' , 136o T 2 " 1 �� SDMH 02 CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
IE(SE)18"PVC: 44.26' 136 LF OF 8-IN PVC AT 0.63/" 41+00 CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO
SDMH 03 8"SS 8"SS 8"SS SAN /
30+00 NOT MATCH PLANS.
40+00-
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R/W /W Y
W R/W C �, GQQ Keynotes:
LL w I 1. POTABLE WATER MAIN CROSSING-SEE WATER NOTE NO. 2 ON SHEET C1.00
18090 18092
,80971.82 0 RIW / 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE N0. 3 ON
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SHEET C1.00
.aa... IRR. BOX N - - -- - -� / jam,
w GR1Ls3� GRT:2549.99' o+ M w o+ � CO IE:2544.0� G�
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
IE(NW)18"PVC:2544.�Q N J a L N SD SW3
/ IIE(S)18"RCP:2544.39'c~i� o w w Cn o
OL � O 4. REMOVE EXISTING CLEAN-OUT AND INSTALL 48-IN SEWER MANHOLE PER
w ISPWC SD-501
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ACHD STORMWATER
'F EASEMENT I I O
`D PAD: 2548.50 PAD: 2548.59 PAD: 2548.48 y
3
2 I
1
8434 S.F. 8370 S.F. 8363 S.F.
w I= 0.19 AC. 0.19 AC. 0.19 AC.
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Riva Capri Sewer Line - Sta 40 + 00=Sta 42 + 00 0
20' 40' CA
Horizontal Scale: 1" = 20'
2550 RIVA CAPR SEWER LINE: Sta. 39+80 - 42+40 PROPOSED GRADE AT PIPE CENTERLINE 2550 O y
HORIZONTA SCALE: 1" 20' CJ a)
VERTICAL SCALE: 1" _ J
2548 _ 2548
Q
EXISTING GROUND AT PIPE CENTERLINE --' O
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2546 ' 2546 W J co
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1
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11 WATER MAIN CROSSING WATER MAIN CROSSING O ' CJ � Q
2544 2544 Cc o LO im
WATER SERVICE CROSSIO ' CD LU
1
Revisions
2542 2542 1.
2540 ' 2540
323-LF OF 8-IN PVC AT 0.63%
2538 136-LF OF 8-IN PVC AT 0.63% 2538
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SDMH 02
2536 48-IN MH PER ISPWC SD-501 ' h 2536
SDMH 03 STA: 41+35.77, 0.00'
48-IN MH PER ISPWC SD-501 RIM: 2548.64±
L
STA:40+00, 0.00' ' �Ss1pN ENG'
RIM: 0+0 IE IN: 2538.17, 8-IN PVC (N) oc� ,�'�GENSF0
IE OUT: 2538.07, 8-IN PVC (W)
IE IN: 2537.21, 8-IN PVC (E) 2139
2534 IE OUT: 2537.11, 8-IN PVC (NW) ' 2534 06/03/2025
l TgTE OF 0 5
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION ' 9�E K 1
AT PIPE CENTERLINE AT PIPE CENTERLINE
2532 2532 Project No.: 121130
3
r` M 00 v m o v 00 co � 00 r- o 0 0 , o , o Date of Issuance: 05.08.2025
a O O r T N M O co 00 O O O 00
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°°� v Project Milestone: CONSTRUCTION DOCUMENTS
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N N N N N N N N N N N N N
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39+80 40+00 40+20 40+40 40+60 40+80 41+00 41+20 41+40 41+60 41+80 42+00 42+20 42+40 Riva Capri Sewer Line -
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Sta 40+00-Sta 42+00
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