HomeMy WebLinkAboutC4.00 Joy Sewer Line Sheet Notes: .t% ,,.,_••
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE % W_
T H E
LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS L AND
° CONSTRUCTION (ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY .
° HIGHWAY DISTRICT STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT GROUP
BLACK CAT ESTATES N0. 1 o
PRIOR WRITTEN APPROVAL.
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co 2. 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
0.x, PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
SO q -SD A° 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
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ANY AND ALL UTILITIES.THE CONTRACTOR SHALL CONTACT THE
L a APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACT
CS? p° o LOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.
IRR X X
- - - - - -
3. THE CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET C1.00.
�� - -X X - �� - X X- - SE X X� X- x - - X _iC��- -X x X _X X jE---X X - - X X- X7 X X - - �� X )( �� X -X- - -�1 - - - - �(�(- jEi �E -_ �� X= X X X—� _ X X X ' / w � cn
a�' o w cNi SDMH 06 4 4. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
o� THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE.
SDMH 04
EP EP EP EP EP CEP EP EP EP EP EP EP EP EP EP EP EP EP 177 EP EP EP - d� 34+67.38 5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
`d 31+00 N. JOY STREET 32+00 ° 33+00 118 LF OF 8-IN PVC AT 0.63% SS Iz �� 8"W -
245-LF OF 8-IN PVC AT 0.63/° $S8 EXISTING 8-IN PVC SEWER EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
8"SS 8"SS "SS 8"S$ 8"SS 8"SS z SS 8 34+00 1770 SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
-SDMH 05 —
�ICY 1 6. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB&GUTTER, STORM DRAIN,
T r CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
��o �c,4i I CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO
8"W �oc� 8"W 8"W 8"W 8"W 8"W 8"W 8"W ;� 8"W 8„W 8„W W W W W—
NOT MATCH PLANS.
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Keynotes: #
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1. POTABLE WATER MAIN CROSSING-SEE WATER NOTE N0. 2 ON SHEET C1.00
CIO�
FIR 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON
SHEET C1.00
- - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
" Ifi 30+00 'P R 3"PIRR a 3 Pi R 3"PIRR a a IRR 3"PIRR 3"PIRR 3"PIRR a is "PIRR /
w IT]-—� — I — — 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SDMH03 - - - - - - - - - - - \ , � SOSW3
— —
40+00 = w \ ,
c� , ACHD STORMWATER EASEMENT 4. REMOVE EXISTING CLEAN-OUT AND INSTALL 48-IN SEWER MANHOLE PER
m r ISPWC SD-501
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Sheet 4.0120'COM WATER , Z
W I EASEMENT
Cn CA
12 I
8000 S.F. �
0.18 AC.
11
15 14 13 11433 S.F. Q
8435 S.F. 8000 S.F. 8000 S.F. 0.26 AC. D,
H 0.19 AC. 0.18 AC. 0.18 AC.
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Joy Sewer Line 0 20' 40'
Horizontal Scale: 1" = 20,
2550 2550
JOY SEWER LINE: Sta. 29+80 - 35+00 Q y
HORIZONTAL SCALE: 1" = 20' PROPOSED GRADE AT PIPE CENTERLINE
VERTICAL SCALE: 1" = 2'2548 _---- ———— —
— -- ----- ---- 2548 IIIIIIIIIIIIIIIIIJ
-- ---- J
__ Q =
EXISTING GROUND AT PIPE CENTERLINE QO
OC
2546 2546 W Q
J 00
J M
PIRR CROSSING
1 CJ 16m Q
2544 WATER MAIN CROSSING 2544 o
cc o w
O
WATER MAIN CROSSING
2542 2542 Revisions
1.
2540 2540
2538 AT 0.63/° 2538
O 77-LF OF 8-IN PVC °
245-LF OF 8-IN PVC AT 0.63% 2536
2536 SDMH 03
48-IN MH PER ISPWC SD-501 EXISTING 8-IN PVC SEWER MAIN
SDMH 04 ��sZpNAL ENG'
STA: 30+00, 0.00' ,� �GENSFO f�
RIM: 2547.93± 48-IN MH PER ISPWC SD-501 118-LF OF 8-IN PVC AT 0.63% p
IE IN: 2537.21, 8-IN PVC (E) STA:30+77.07, 0.00'
RIM: 2547.61±
2534 IE OUT: 2537.11, 8-IN PVC (NW) IE IN: 2536.63, 8-IN PVC (SE) 2534 2139 06/03/2025 0
IE OUT: 2536.53, 8-IN PVC (N) SDMH 05 �qTe of \pp�
48 IN MSTAE33+22 57, 0.00, SDMH 06 H PR ISPWC SD-501 �9�`IE K.
RIM: 2547.60± 48-IN MH PER ISPWC SD-501
2532 STA:34+40.80, 0.00'O 2532
IE IN: 2534.98, 8-IN PVC (S) RIM: 2547.35± Project No.: 121130
IE OUT: 2534.88, 8-IN PVC (N) IE IN: 2534.14, 8-IN PVC (S) Date of Issuance: 05.08.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION IE OUT: 2534.04, 8-IN PVC (N) Project Milestone: CONSTRUCTION DOCUMENTS
AT PIPE CENTERLINE AT PIPE CENTERLINE
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2530 2530 Joy Sewer Line
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- 29+80 30+00 30+20 30+40 30+60 30+80 31+00 31+20 31+40 31+60 31+80 32+00 32+20 32+40 32+60 32+80 33+00 33+20 33+40 33+60 33+80 34+00 34+20 34+40 34+60 34+80 35+00