HomeMy WebLinkAboutW.1_WATER PLAN - WEST ' Keyed Notes 0
3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■
m - - - - - - - - - - - - - - - - - - - - - - -■ 1. DOUBLE WATER SERVICE PER W1 & W3WITH!" METERS AND 1"
3 L - I ■ SERVICE LINE SIZE.
- - - - - - - - - - - - - - - -
�� 2. VICE PER W1 &W2 WITH 4" METER AND 1"
_ - ■ SINGLE WATER SERVICE
v - - SERVICE LINE SIZE.
aw v aw v aw aw aw aw aw aw aw aw aw aw aw�aw aw aw aw ■ 3. DOUBLE WATER SERVICE PER W1 & W3 WITH 4" METERS AND 1"
8w�aw�i0� -^ _+� ew aw aw a,; aw aw aw ew aw ew aw ew v aw aw aw aw aw aw aw aw aw aw aw aw aw
SERVICE LINE SIZE. WATER METER IS LOCATED IN A TRAFFIC AREA
�ew��'-w-aw�aw - - f - - - - EX.8"WATER W. ORCHARD PARK DR. - PROVIDE HDPE VAULT AND COVER, OR 30" DIA. CMP WITH GRADE
_ �� - - - _ _ _ _ ■ RINGS AND MANHOLE RING AND COVER PER ISPWC SD-402. THE
- - - - - - - COVER SHALL HAVE A 2" HOLE WITH RECESSED AREA FOR METER
SS 8S D S 8S 8S 8S 8S 8S 8S 8S 8S 8S S
- 8s 8s ss as ss as as ss ss ss ss ss ss� TRANSMITTER. METER TILES ARE TO BE CENTERED WITH THE
4
5-FOOT WIDE CONCRETE SIDEWALK AND BE LOCATED 24" - 30"
NORTH OR EAST OF PROPERTY LINES. ADJUST FRAME AND COVER
- - - - - ■ TO MATCH FINISHED GRADE AND SLOPE.
- / - E y
N 4. SINGLE WATER SERVICE PER W1 &W2 WITH 4" METER AND 1" 8 .2
o 3 0
7 SERVICE LINE SIZE. WATER METER IS LOCATED IN A TRAFFIC AREA
■ - PROVIDE HDPE VAULT AND COVER OR 30" DIA CMP WITH GRADEa3 N
----------------- ------- ------------------------- V IR ------------- �..._.._.._.- - -- --_--- ---- ---- -------------
id / id id id id - ----- RIM EL 257657�IR _ _ -- -- -
RINGS
NG AND
ER PER ISPWC
402. THE
---- d--
_- .................. •' ' id id --- -- ----------�•'-""=•-•------__ --_ -__ _ _ _� W COVERAS D MANHOLE
HAVOE AR1 HOLE WITH OVRECESSED AREA DFOR METER �U eo Ty
- ----- --- T --- co �d 6SD Id Id -- --Id Id -
................................................ -... ... _ N: 727217.5735, -6�Q 6SD-- d........... D id id id o
a_
.............................................................
- - E:2450612.1380 - -
" o _
IR :• ITRANSMITTER. METER TILES ARE TO BE CENTERED WITH THE
- - - - - - - - - - - - - -
/ -____ -- ___ - I 6S
6 D 6SD 6SD
I I I RIM EL: 2576.11 I_ I'•••.... I RIM EL: 5 FOOT WIDE CONCRETE SIDEWALK AND BE LOCATED 24" 30" L
i I RIM EL: 2576.55 ........................... I I 2577.11 RIM EL:2577.1 �T W NORTH OR EAST OF PROPERTY LINES. ADJUST FRAME AND COVER N N N �w
3
I N: 727218.5785 I I N: 727217.6177 2516 N: 727216.3690 - N: 727216.3248 I I I W TO MATCH FINISHED GRADE AND SLOPE. =8 E°
E: 2450521.1772 r II E: 2450608.1382...................... --I I W `� N T r y
ti I I 7 I I V) "
I- �1
.� I' ��� I 450721.1629 E.2450725.16
5-2 I I co aS9 6_2 I I 7-2 ' 8-2 I 9_2 I I � E 2 2 I 5. RE-COLLAR EXISTING WATER VALVE PER W11. a mw aTo� m
3 I a I I 10-2 11-2 12-2 13- -
I m I - 6
EX I ••.............. I I I I 2 �� �"""'..... ■ MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
39.15' z O j I ■
IST�NG I I�••"' I I I NON-POTABLEAND LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1
WATER& CITY pF MER I,` ! I ................................................. .. _ - 283 .... .
I
o' 'O
I. 10 I 10
iR I I
o N 727211 1330 ,
SE DIA ........ � _ _� �� .....I. ...................� ... ....2577 ............... ...:- E• 24507740 � AND DETAIL 1/W 1
/ CO I SEWER
EASE, N ' I 3 - 10 10
------ I I, _ I 22.50 BEND 7. FIELD LOCATED AND CONNECT TO EXISTING 8" PVC WATER. 1
_ a7-7 _ -- 11.25° BEND ■ 8. C-900 STORM DRAIN -ADJUST WATER DEPTH TO CLEAR STORM
I.. . 9
I
a
" . . .
.
6 263.77 LF 8" 6 3 a LEA SEE SD SHEETS FOR ADDITIONAL
a
6 4 DRAIN (8" MIN CLEAR).. e
a •
a •
N: 727214.1960° SW SW FORMATION.
......... .
• . 8W 8W
' E 2450510.5187 3 s E
/ - A H N
c g 6 8 6 ��-
8W ...... ....... 8
............. ? .... 8.................... o - z
6 ......
6 .......:.....
-� -
��EX.8"WATER ......... ....................... i
BW... ..
I . 9. R SERVICE LINES 3.0 MIN. FROM FUTURE TR S 4$-HOURS
s ?gyp�\ .• j INSTALL WATE �A� DM
NE
BEND SS 82 TOR L (PRIVATE)W. DIRECTOR N. (PR E) -
8��8,,` �� ■ ENCLOSURE
f 68 82 Ss 8S -8S 8S ••... .8S 8S \� 10 INSTALL WATER SERVICE UNDER SIDEWALK. BEFORE DIC,gNC.,
S ■ 1-800-342-1585
■
/ N 2-2 3-2 12SD 2SD 12SD 2SD 12SD 2SD 12S ..- 12SD 2SD 12SD `'•
DOMESTIC AND FIRE i -
SERVICES FOR LOT ............................ 82
2-2 WILL 113E TAPPED ED 0 12.50' :' - _ - - --- --- ---- - - - --- --- -- \ ■ Notes
9982
10TT FROM THE EXISTING "' ••............ �o I z T - ----- - EN2450794.1220 a3o
w
I MIN. I ¢ I II"'•...,t ■
/ s ONSITE WATER MAIN o ¢ 45°BEND \ ` a ■
........:
CO a _ , 1 a .. w f•.... 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH
AS PART OF A `° . a I......... I I w I I 11.25°BEND ■ LI
Ia
FUTURE BUILDING 8 I �s w I ■ FINISHED GRADE AND SLOPE. U cn
`� w 2s j I ■ J Q
l PERMIT 30.00'CITYOFMERIDIAN I o N �•.... ■ 2. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON J =
Q` I
WATER&SEW ER EASE. I 1 06 I I I ` I oo ■ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO a
- - -1 - 16-2 17-2 18 2 19 2 I - T
---rt- ----- � I 14 `2Lu
LL p 5 2J 1 c'
I I o I I I °3° ■ DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUC LU O
°
I ¢ - - I 20-2 21-2
r a 257 6............................ 1 o ti ■ -
/ I ...i I I � I I I I I I I I � I rn ■ THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE Q
N:727140.2281 J M I I ti ■ PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. _ � Q
' E: 2450477.0139 I� o I I ',. L. I ■ 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND 0-
0 0
-____ -- --- ----------------FIRE HYDRANT PERW8- ---- I 5.50' _ I 1 7.00' a ■ ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK Q �
I L- - ---- - - - -I -� J L 20.00CITOFMERIDIAN I a3o ° ° (INCLUDING SURFACE RESTORATION) IN THE BID. CO
-ss os / ��, I , Lu
-- J Lam- _ - �- J L---- --- -- - - WATER EASE. -� Q
- -- -- _ ;-
-�I 4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES -
I _ _ _ _ - _ - - - 1 - - co - - ■ PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO C� Q
1 y RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE Q w O
- - PAYMENT SHALL BE MADE.
o o m'. a 6° 13.00 L F 6" a 1 • 9.50' 1 a a a s.50' 1 c 1 g '
109.74 LF 8"
N: 727120.2250 a� 8Vy 32.69 LF 8" 283
� 6 ° a
. 6 `� 6 � � w
7
a
SW
V11.... 8W
.. 6
E: 2450344.2911 3 23�' � � SW 8W °` `I`I � 6 77 LF 8" o
USE CHIPS TO BACKFILL TO
6
6 a . .
m ° e,-" 2 � 8W 8W 8W
2 8'N .............. SW 8W 8W o
8"TEE �. �y 7.00' ................................
P .............
................... c o - SPRING LINE OF THE NON POTABLE PIPE PROVIDE
a
8"GV(E) �2
'' " • . - $S N: 727126.8678 0 PIPE THAT IS ABOVE TEMPORARY PIPE SUPPORT
- ? N: 727123.7330 �)ML
8"GV(N) N: 727127.2 N s THE WATER PIPE AND SHORING AS REQUIRED SS FNG
6 E: 2450509.5539 _
E:2450793.3048
289 6
22.5°BEND(E) a� •••""''•• ••• 8"TEE W. MALBAR ST.
..............
E: 2450476.8703
N: 727128.4414 •• .....2575................... ., 811 GV(N) ..2576...........
• ...................... N 6 811 TEE �
E: 2450367.1378 8 X 6 TEE 8"GV(N) ■
SS 22.5°BEND V(W) 8"G ■
� 6„GV 8 G -
a -
.............
2 ° °
8"GV(E) �
g a a
• 2.44'
a
......................
b a a
. O O 7523 �O
o .......................... - - - - - - - - - - - - - - - - - T w �o.00'. 1 � ° ■ O O ��STFOF
................... - - - -
- G
a •
a
............................................................... ...
-- --
..
I? / . ------- --------- ------------- --------- - ��� - --------------- -- 45 BEN D
/ ----------- -------- -- ---- ---------------------------------- -- ■ •
...... .... L --- ... ■ O O O O
�' �yz.-.
30.24' 3 ,-- ���-������-� - ----------=',...... ■ •/ r
(25'MIN.) m �/ - - - �� •
..... -
W I I 7 I :...:•-'' I 1 : c5� 45° BEND 1 ••
..................
JO O O • •
EX.8"WATER 3 I p O O O o O : • •
.• .• ..
11 - I j >� c .• .• c •
- - - C-900 AS REQUIRED c `c • • •
°I 1
10 10
j l :2515'"` .........:..:- I j TO ACHIEVE o O O O O O O o 1 1
1
1 -
•
1 I ■ CLEARANCE C 900 AS REQUIRED TO
w W " $. I 1 1 I I I I 1 ■ ACHIEVE CLEARANCE •• N
> o� 1 I 2-1 IPOTABLE LINE co
1 �■
1 ■ 45° BEND (MAN OR SERVICE)
8-1 145° BEND
4-1 5-1 6-1 7-1 ::
N 1 I
1 ..................................I......... I
1 ■ O
1
w
NOTES:
10
N m 1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF
Z c 1 CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINEgo
SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE <z O
% °o I I :( BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON-POTABLE LINES. N
Z.
111 --.�---------------------I-- -
--------------------I- ------
--------------- -------
a 11 ______ I ;: I N 2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER s�
:' --------------------------------------- --- ■
1 ------- -------------■ BASED ON FINISHED GRADES. _
- - - - -
V 6P1-- a P 6P1 -6PI 6P1 6P1-� 6PI 6PI P� 6PI pi Pi Pi H 3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL �J
d-G ��, - - - _ Pi 6PI L� 6Pi- - 6 _ ■ W WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE.
E.G. E.G. E.G. E Gam . E.I� 4�PP�r, 6 -.f� -�SPL�_
-s � P_0. W
...... .. ..
I - - - ................................... z W
3e= eke li.
. .. 0 o O O
-�oE Oe O US BLOCKS S C
m e. E. _
TLE e;e eeel
TOP °roP I < P T TeE. Ems. 6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL w Q
■ W
-_ _ _ _ < T TOP roP roP TOP roP TOP WORK AND MATERIALS IN THE BID NO SEPARATE PAYMENT SHALL BE MADE
-_ co - Z
a - •...r.---- ------ TOP
-----
0
-----------
G s
----------------------- 0.
_
----------- TOP--------TOP------- TOP TOP TOP TOP
aor - �� _� 4 a----' ..e+aa'. '�a ".""....._--- Ia...........---- + •••.••••••••----- •••••••••••••..................fie-..........-- st . .......-- l�i4e ---- ---------------------- 7 AI EWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL --
-__. a`. - doi ------------------------------------------- �-� ' - d ......................................................................... iaa---��iaa - �.,t� ---��iaa---l�aas� ---
doi ---- -------------------------- --- INFORMATION
SEE STORM DRAIN, S �W
. ca- - -saa��-tea -�-siaa• �.�.......... ..... ...............................-..-...--- �o nor----------------------- --�-
............. ... .
a4
0
a
................... ............................................ dol
TOE
OE 0 TOE -
- - - - - _ r - _ _ _ _ _ - _ _ - - _ , _ , _ , _ , _ ,
5 r0E T3E• ........................................TQE........................................T.QE.......................................TOTE....................................................................TOE TOE .T�.�........ OE TOE TOE TOE TO i ?�
f y ..............................................................................................
TQ ........................................roF...........
- - ""-"" - - - POTABLE & NON POTABLE PIPE CROSSING 1 oz N
I• -- I
I ^1 I I � I I ■ V1/.1 w�
� I I I ■ �3
N ■ y Y u
■ Z o 3 co
■
M
U
z (D O
v/ W � W O
W Q m zco �
ni M
o ') oo m N
W Q U vX z
WATER PLAN - WEST ' 0- 0- waLL
Of a o O
0 20 40 N
Q JOB NUMBER:
FEET
IDB2355 m
DATE: 6-9-23
W SHEET NUMBER: ch
W imm
F_ Wol
� Q
W � Q