HomeMy WebLinkAboutC4.02 Riva Capri Sewer Line -ta 41+92.27-Sta 45+20 Sheet Notes: .� ,,.,_••
1 T H E
11433 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
15 14 13 0.26 AI LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS LAND
' 8435 S.F. 8000 S.F. 8000 S.F. .
0.19 AC. 0.18 AC. 0.18 AC. O2548.09 CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY
E-4 HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT GROUPW
' PAD: 2548.60 PAD:
W I PAD: 2548.44 PRIOR WRITTEN APPROVAL.
00 + �, PAD: 2547.70
' CO n
Lin �� - - - - - - O 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
N APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
/�"' o "' CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
C_, w i m J PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
U J � / EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR AGREES
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2 0 ' O O CL LL O / MIS�� MrR ¢ N \\ TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
8370 S.F. J o / `~" o w \ OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE
0.19 AC. / I ' o O S � J rn / ,Q \\ Q10\��t ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE
I \\ r L± J N J T M J M ' \ 6GO��PS�� APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT
z o t -v N - N � N \ ����`� LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
± - -- - - - - - - - - - - - - - � - - - - - - - - - - - - - . LO- - - �lmv
00 00 V Q L.L N Q LL N Q LL N i
NCO +.+ U) Ow Ow 03 Ow
/ o� \ a) \ 3. THE CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00.
C 9
M y MTR z \ 4. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
I 6 WT \ LL \ THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE.
R/W R/W MTR R/W RIN R/W R/W FfW 0 _, o.
cz
F
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
I \ 2 ' w� EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
SDMH 02 9 2 44 I SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
00 44+00 42
( z oo - - +59.21
F�\� �-8 SS 8 SS 8 SS 8 SS ° 8 S 18 S 8 SS 8 SS i 6. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN,
- - 323-LF OF 8-IN PVC AT 0.63/° - - _ I i CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
"' SDMH
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO
2 T H 01
W. RIVA CAPRI STREET 2 _ I I_ �� __ 2 NOT MATCH PLANS.
� C:�
3363 PAD: 2548.47 \ N ' Keynotes:
2 2 - z
0.19 AC. -
R/W 'alw R/W R/W R/W R/ R/W R/W IT] 1. POTABLE WATER MAIN CROSSING-SEE WATER NOTE N0. 2 ON SHEET C1.00
n, 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON
� \ R/w - ' / SHEET C1.00
-- - - - - - - - - - _M - - - - - - - - - - - - - _ - - - - - - - - - / 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
+ � M� N 6, COG M \\ �� S D SW3
� N o ,;; m � o,;; \ '9iLji �v- 4. REMOVE EXISTING CLEAN-OUT AND INSTALL 48-IN SEWER MANHOLE PER
J - - - - - - C~" o "' ' w \\ \ / �, / ISPWC SD-501
O3 CD w O \ co \R/V� aiw � /
J \00 q
\ G + � Ln Q N
c99 ' co a, V. ~ LL LLJ
C.3 / cn O - O
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PAD: 2537.50
I 5 6 7 PAD: 2547.09
9168 S.F. 8000 S.F. 8000 S.F. 9
PAD: 2548.31 1 0.18 AC. 0.18 AC. PAD: 2547.74
I I ' 1 S.F.0.29 Q PAD: 2547.95 PAD: 2547.66 8 0.29 AC.
S.F.
8000
0.18
< < � 0.18 AC.
Riva Capri Sewer Line = Sta41 + 92.27=Sta45 + 20 0 20' 40' CA
Horizontal Scale: 1" = 20'
2552 RIVA CAPRI SEWER LINE: Sta. 41 +20 - 45+20 2552 0 y
HORIZONTAL SCALE: 1" = 20' C
VERTICAL SCALE: 1" = 2' J
2550 , 2550 mmi
PROPOSED GRADE AT PIPE CENTERLINE a = p
Q
O
1 z C.0
2548 2548 W J M
co
CU -
CJ Q
2546 EXISTING GROUND AT PIPE CENTERLINE` 2546 o LO w
O
8-IN C900 WATER '
MAIN CROSSINGWATER SERVICE CROSSING 2 Revisions 1�
2544 1
O2 WATER SERVICE CROSSING WATEIQVICE CROSSING 2544
1
o '
2542 C.2 2542
H
1
2540 2540
323-LF OF 8-IN PVC AT 0.63%
O SDMH 01
48-IN MH PER ISPWC SD-501
2538 ' STA: 44+59.21, 0.00' 2538
RIM: 2547.87± sZ014AL ENG'
IE OUT: 2540.20, 8-IN PVC (S) o� ��GENSF0
SDMH 02
48-IN MH PER ISPWC SD-501 '
2139
2536 STA:41+35.77, 0.00' 2536
RIM: 2548.64± ' �06/03/2025 0
T�Te \pP�
IE IN: 2538.17, 8-IN PVC (N) lq OF
IE OUT: 2538.07, 8-IN PVC (W) ' EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION C?E K.1Jl`;
AT PIPE CENTERLINE AT PIPE CENTERLINE
F Project No.: 121130
2534 2534 Date of Issuance: 05.082025
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41+20 41+40 41+60 41+80 42+00 42+20 42+40 42+60 42+80 43+00 43+20 43+40 43+60 43+80 44+00 44+20 44+40 44+60 44+80 45+00 45+20 Riva Capri Sewer Line -
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Sta 41 +92.27-Sta 45+20
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