HomeMy WebLinkAboutC4.07_Sanitary Sewer Line D & E °° ; I � � SSCD'IU3 Sheet Notes:
I THE
I � � I I I 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB &GUTTER, STORM DRAIN, � /
° y I o I I L _ _ _ _I— — — I CHANNEL CROSSINGS, &SEWER ELEVATIONS OR INVERTS PRIOR TO
I Co I t CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT LAND
co I �� + J GH1� I I I I Cn 00 I MATCH PLANS. •
N � — GROUP
B4 L28 a � co I o
� Il .. SSMH 59A
a I I "' o w I 6 I B' 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
h I I I � I STA:! 65 L4 B5 L3 I o o I B4 L29 B4 L28
_ OFF:q _ I ¢ + I APPROPRIATE LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT
_ I _
_ LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO
I _ _ _ _ _ � IE I ' I i I Q STA:10 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS
o —— ——— _ I I o 4 I I C z I I OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
—B4 L29 0- `� + J C\! I 'J_
o I + J ti UTILITIES.
CQO; EL �, _� < N 3. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE. STATIONING IS GIVEN TO
_ 811W -------------- o — N o w ' 0 r0 ( � o "' CENTER OF STRUCTURES UNLESS NOTED OTHERWISE.
_ I ------ oo a 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST EDITION
1 SSMH 65 C\1 — 8"W 4 OF ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL SHALL BE
SSMH 65 I` 8„ 81+00- 5 g�W of I— —
Y X y� . ,18"SS --- -82+00� o I ------ o �O Oo 1
CONSTRUCTED PERSECTION 305 AND 306 F THE ISPWC.
+ - ---------- -- 10+
�� 51�'R1�"U@ Plata Dr � 82�� - -
____ 8 SS — ���- `�j I I `� ---
° --- SSCO 031 8"SS — 95+00 92-LF OF 8-IN PVC AT 1.77/0 5. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A
116-LF OF 8-IN PVC AT 0.41% _ I a;Q
� 8"SS
___ _ SEWER/WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS,TRASH ENCLOSURES,
__ + 80-LF OF 8-IN PVC AT 0.76%
l I — --------- '06' SSMH 59 � 2 2 �96+00 _ — — TREES, OR DEEP ROOTING BUSHES
I IR — — 4"PIRR —— — — — — --- S Country i W SSMH 59 8 W SSMH 59A 8 W
I _ — ° ° View Way I M _ - -----
N — L —
z"
_o
i -- - - - --
coo Q co - - - -- - --
<o I I N PROPOSED CITY OF MERIDIAN
+ J " EASEMENT T �" I Oe ( ~C'J O Keynotes:
' c4 N ti I ° I o o0
— J B5L4 co � — �' + M w � �
— I STA:95+2! 6i 1. POTABLE WATER MAIN CROSSING -SEE SEWER NOTE NO. 2 ON SHEET C1.00.
- - - - - - � i 4
OFF: 4.3T,_ I I I I
rn I IE:2663.1 c" o I " o 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE SEWER NOTE NO. 3 ON SHEET
C1.00.
p 3 3. NOT USED.
Sewer Line D co)CJ ' 0 30 60 Sewer Line E 0 30 60 4. INSTALL 4-IN SEWER SERVICE AT A MIMIMUM 2%GRADE TO LENGTH SHOWN PER
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30' ISPWC SD-511. CAP AND MARK PER MERIDIAN SD SW3.
W
2688 2688 2688 2688
5. REMOVE EXISTING CLEAN-OUT AND CONNECT TO EXISTING PIPE.
Sewer Line D: Sta. 79+50 - 83+101 Sewer ine E: Sta. 94+90 - 96 90 Q mime
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30' Q =
VERTICAL SCALE: 1" = 3' VERTIC L SCALE: 1' = 3' CD
2685 2685 2685 2685 E
CL
2682 2682 2682 2682 Q
y
W Q
2679 2679 2679 2679
Q �CD
Cn
2676 2676 2676 2676 _
Q � o
� Q
Q c z
2673 2673 SAME MANHOLE 2673 2673 Q = o
cc
� w
Ca � �
PROPOSED GROUND AT CENTERLINE PIPE \ 0
2670 2670 2670 - 2670 Revisions
1. AGENCY COMMENTS 07-28-25
PROPOSED GROUND AT CENTERLINE PIPE
2667 — 2667 2667 EXISTING GROUND AT CENTERLINE PIPE 2667
EXISTING GROUND AT CENTERLINE PIPE WATER MAIN
WATER SERVICE
2664 2664 2664 CROSSING cRosswG_ _ 2664
co z Q
1
92-LF OF 8-IN PVC
2661 2661 2661 Ar 1�77� 80-LF OF 8-IN PVC AT 0.76°io 2661
116-LF OF 8-IN PVC AT 0.41%
I EXISTING 151-LF OF 8-IN PVC AT 0.41%
SSMH 59A �����GSAL ENG'1,L
n SSMH 59 48-IN DIA. PER ISPWC SD-501
SSCO 48-IN DIA. PER ISPWC SD-501 IE OUT: 2662.15, 8-IN PVC (NE) STA: 96+69.96, 0.00'
SSMH 65 EXISTING
2658 T-TYPE C.O. PER MERIDIAN SD S1 STA: 82+67.30, 0.00' 2658 2658 - RIM: 2667.19± 2658 10 961
48-IN DIA. PER ISPWC SD-501
STA: 81+51.44, 0.00' RIM: 2668.15-- I IE OUT:2661.13, 8-IN PVC (SW) �, p
T �
RIM: 2668.75± 9TE OF o
STA: 80+00, 0.00' IE IN: 2660.52, 8-IN PVC (SW) SSMH 59 f
RIM: 2669.70± IE IN: 2659.94, 8-IN PVC (SE) IE IN: 2660.52, 8-IN PVC (NE) 48-IN DIA. PER ISPWC SD-501 �s�NDE'S
IE IN: 2659.32, 8-IN PVC (SW) IE OUT:2659.94,8-IN PVC (NW) IE OUT: 2660.42, 8-IN PVC (NW) STA:95+89.98,0.3411- 0-7128/202515± 2655 2655 IE IN: 2659.32, 8-IN PVC (SE) 2655 2655 RIM:2668. Project No.: 121172
IE OUT: 2659.22, 8-IN PVC (NE) IE IN: 2660.52, 8-IN PVC (SW)
3 IE IN: 2660.52, 8-IN PVC (NE) Date of Issuance: 07-28-2025
IE OUT: 2660.42, 8-IN PVC (NW) Project Milestone: PERMIT SUBMITTAL
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION EXISTING GROUND ELEVATION PROPOSED G IOUND ELEVATION
Q AT CENTERLINE PIPE AT CENTERLINE PIPE AT CENTERLINE PIPE AT CENTERLINE PIPE Sanitary Sewer
2652 2652 2652 2652 Line D & E
I� CC) O M I- V 00 O O 00 co m co
6 C'M O M I� O LfJ O CfJ N CO O) CO I�
Cf7 T M r O DD ti Ln M r O fD T � I� r � N
M N M M M Ln L!") CfJ co M M
O° 6) 6) Oi O� DD co M M DD M ti ti M ti ti
CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO
N E- CO CO CO CO CO CO CO C4 CO C CO C CO C CO C CO C CO co CO co CO co CO co CO (O CO
N co N co N co N co N co N Cfl N LO N C4 N C4 N � N � N co N CO N co N co N co
N N N N N N N N N N N N N N N N
o
79+50 79+80 80+10 80+40 80+70 81+00 81+30 81+60 81+90 82+20 82+50 82+80 83+10 94+90 95+10 95+40 95+70 96+00 96+30 96+60 96+90
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