HomeMy WebLinkAboutC5.3_Sewer and Water NOTE: KEYNOTES V g
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ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, __
PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL.
O 11-1/4' BEND (MJ) Q c6 c
♦1 N 'rn
V N C
ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR O NOT USED ;
WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY
OF MERIDIAN ISPWC SUPPLEMENTAL. 03 45' BEND (MJ)
wC"
THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON Z I
MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS ® 8" CROSS (FLG) Z
■� a
SHALL BE 4-FT. 2- 8" VALVES (MJxFLG)
1- 8" ADAPTER (MJxFLG)
1- 8"x6" REDUCER (FLG) `� o
AL EWER MANHOLES ARE TO BE 48" INNER DIAMETER, 1- 6" VALVE (MJxFLG) = C'3 N
CONSTRUCTED PER ISPWC SD-501. CONST. 8 LF 6" WATER MAIN W Z
FIRE HYDRANT [MERIDIAN W8]
THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATEDLLI
FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF �. I �'� �` Z w
MANHOLE. CONSTRUCT 135 LF I CONSTRUCT 81 LF �� W w
CONSTRUCT 108 LF ` `. 05 CONST. 13 LF. 6" WATER MAIN � Z
8 WATER MAIN 8 WATER MAIN �� F� 8"x8"x6" TEE (MJxMJxFLG) C'3 U) o
1% 8 WATER MAIN I �� �,'r 6" VALVE (MJxFLG) M �? w
BENCH MARKS 61 TBM yli i' CONSTRUCT 12 LF \\ ��� * FIRE HYDRANT [MERIDIAN W8] co
o
TB #1 - 2681.09 - EXISTING SEWER MANHOLE ___i___ __ __ _ _ __I_________ Ll_ $ WATER MAIN `� a 4 ,' OPOTABLE/NON-POT MAIN j w
(SSMH Al) 41
- LOCATED IN PUBLISHER ST. SEE SHEET 5.1. T 771
T -L -_� 6 CROSSING. REFER OBWATER NOTE 2
SEE COVER SHEET 1.0 V w
TBM #2 - 2681.04 - EXISTING SEWER MANHOLE, LOCATED i�� _ I I I y O POTABLE/NON-POTABLE SERVICE
SOUTH OF ENTRANCE IN EAGLE RD. SEE SHEET 5.2. ;�i I i1 I I i1 I i j �i a CROSSING. REFER TO WATER NOTE 3
,,�� --i i , I , i i i i Ji i i i iL l i i i i i i i i i l i I � SEE COVER SHEET 1.0
��S�pNAL Five/
o� �G�STEF"y ,lF
I I (71.�j, Q� Q- O
N v 1 10/16/2023
w w w I w w w w ,
---I—w w w w � �
o � - - - - - — — —
— - - - - - - _ - _ _ w _ w _ w _ w = 17882
o W Q T; —� � LN_. PRl VsAs 4 0 a
o �{ ,
� W —ems s s s s+ _ l r \\ i cD I
l r��
Q = � i \ i f
O_L----�_--
F �C�
-- --- --- ---i-- --- -- _----------- -------------------- ---D °
SD SD Q O I\\\� _ _ J / I o I SS Al2 a
Q
CHECKED BY:
e a
----- I---- ------ -- --- - ------------ --- - i S SN\ 5 �`
- ----- --------- -____-- �-- I------ `� DAVID A. BAILEY P.E.
r `-
DRAWN BY:
CONSTRUCT 65 LF SE JBD
R8" WATER MAIN
C00.65% 13L K =---- ----
0
F
n
U
N
W
30 0 15 30 60
o w
W Q
SCALE IN FEET v'
1"=30' � z
Ld
269 2691 1
LL W Z
o w
268 2688
Q
268 2685 p�
rn
N 00 � N
— 0
Q + � H
268 ___ - - - - - - - '� `° `° � _ _ 2682 j
-1\�` ------ — z - - - - Q
—— FINAL GRADE In U) — J
EXISTING GRADE I I
267 2679
12" C 900
STORM DRAIN o w
w
o
267 2676
$" WATER MAIN Q
267 2673 z Z
Q
0
267 58 LF 8" P C �0.65% n
2670
�f
N W
2667 OO Lv 2667 Li
• W Q
,I,- /)
DATE:
266 2664 10-13-2023
• • PROJECT:
H Q SEWER LINE A PROFILE C2021-027
cn HOR: 1 "=30' SHEET
-
I VER: 1 "=3'
261 10 14 40 14 70 15 00 15 30 15 60 15 90 16 20 16 50 16 80 17 10 17 40 17 �861