HomeMy WebLinkAboutWindrow EVA XB Ld
GENERAL NOTES N
o
0 9 0
w 1. EXISTING WELLS MUST BE ABANDONED FROM DOMESTIC USE IN ACCORDANCE
1-17-24
WITH IDAHO DEPARTMENT OF WATER RESOURCE REQUIREMENTS, WITH
v VERIFICATION OF DISCONNECT BY MERIDIAN PUBLIC WORKS DEPARTMENT. n0 9TF0F`Qp`�'�Q�
G P
U) 2. EXISTING SEPTIC TANKS AND SEWER DRAIN FIELDS MUST BE ABANDONED IN NNE M.
Ln ACCORDANCE WITH CENTRAL DISTRICT HEALTH DEPARTMENT REQUIREMENTS.
3. OFF-SITE UTILITY WORK WITHIN 300 FEET OF THE SUBDIVISION BOUNDARY 0 40 80 160 240
J SHALL REQUIRE A RIGHT-OF-WAY PERMIT SEPARATE FROM THE SUBDIVISION
oN WORK. ALL TRENCH BACKFILL AND COMPACTION RECORDS WITHIN FUTURE SCALE: 1" = 80' \/
ACHD RIGHT-OF-WAY SHALL BE PROVIDED TO ACHD INSPECTION STAFF. i
J
-W1
U
J
C
0 �U CC � M
00O �
z Oo 00tD
� rn
cn II \ co Lu
(n LuIw 1 \ O U �O
m
w m w ro
a_ fu
~ 1 \
W Lu
\ u
r_ I \ T
I \
N a 1w STUB PRESSURE
� DAYLIGHT IRRIGATION IRRIGATION
GATION FOR \ Te Te
w PIPE TO EXISTING DITCH
FUTURE TIE-IN \\
w a s E PNPSE �c� T\Te c�<�j
w Iw FUTUR STUB 8" WATER MAIN \ �s
FOR FUTURE TIE-IN / ^\\ \Fc r\re�TFRq \ Lu
I STUB 8" SEWER MAIN / > \\ 0
° FOR FUTURE TIE-IN / /\\ rg rg
INSTALL PAVED TEMPORARY a3 // 8 /// \ \��\ GPI\off \ CD
L TURN AROUND // BLOCK 6
n
z a LuI W a \ /// 7 / OTC.
C) om oa / \\ c�
\ / / pNPSE \ z
I O A R=48.00' 8,e3y' //// \ Fv a_
\ \
zwz ~aZN STUB 4" PRESSURE ACHD SEEPAGE BED/#6 \ \ /X
v GIRR LINE 'A'
\ U N
w U
SEE SHEET C7.1 IRRIGATION FOR /// 14 / \ / / \ \ A U) N
FUTURE TIE-IN /\ / / , m \ w o
z o~ UREpNPSE `/ / Q` // \\ ` / 5 /,� \\ m \ o rn
FAT STUB 6" PRESSURE w
N LuIW \\ / / \\ \ // // \ \ IRRIGATION FOR \ Q
m 1 I / 1 2 \ / // \ FUTURE TIE-IN z
w I ACHD SEEPAGE BED #5 / // /� \ // / , \ \ \ J
O I / / /^\ J // 4 / \\ STUB 8" SEWER MAIN \
FOR FUTURE TIE-IN
Lu
O m I STUB 12" WATER MAIN
Q FOR FUTURE TIE-IN 1 / rr / 11 \ \ /
~ ~ � / / re STUB 8" WATER MAINLL_ � z
U = 1 �F // ,� FOR FUTURE TIE-IN ® Lu
Q w Iw PROVIDE KNOCKOUT w� ao 13 \` / / / 3 /// T°\\ r \ Lu
SEWER LINE 'E' \ F
O FOR FUTURE 8" SEWER w O
rn �� SEE SHEET C5.3 \ e
m 1 MAIN EXTENSION O i \ / /
� I o w o t0 PROVIDE KNOCKOUT \ \ BLOCK 5 / r
O w 1w n a o U \� �/ 10 //i� 'L19Go \\ CK 6 2 o Te CONNECT TO \ DESIGNED: C. GRAHAM
G
o_ c� FOR FUTURE 8" SEWER
DRAWN: L. HAASE
w rr N Q MAIN EXTENSION \ / / \ p / / / / \ EXISTING HEADGATE
j m I - � � � ^ \\ /�// \ 9/I \\ / /, l :/ � CHECKED: C. GRAHAM
� 93 B• \ > / / \ %Sc\ / \ SE APPROVED: C. GRAHAM
a a e' / �u ( 9 / � � �: I pNP
w W STUB 8" WATER MAIN / \� / / \ N �, \O� TURF
O m FOR FUTURE TIE-IN \\: '`� // °� \\ //// \, 1 v 1 \ `,�
U \ \ / / \ \ / / / ^ 8'8 1 ��\ \ oo �� \
D 29.00' SEWER/ / \ ss, 1 I \ ��• PREPARED FOR:
0 W W SANITARY SEWER LIFT SEWER LINE 'A' / / 8 /
I FIRE EASEMENT \ ,\ \ / � 1 �
or� STATION. DESIGN BY SEE SHEET C5.0 \> 2 \ SEWER UNE 'E' \ Z
w 1 OTHERS. ACHD TEMP a \� f /�^ \\ SEE SHEET C5.1 G20 LLC
m �' SWALE #76 \• <G \ / / \ \ / / / / 3 �0 \�� GIRR LINE 'A' O PO BOX 593
7 / \ / / 7 / I o EAGLE ID 83616
a \, / / / � SEE SHEET C7.1 � �
z °J <12"GIRR ACHD TEMP STUB 8" WATER MAIN I \ �2 \ / / �� �' / / / / 1 • I
Q I SWALE #7A SEWER LINE 'C' I v / \ / / 1, I
FOR FUTURE TIE-IN / / 3
m SEE SHEET C5.3 \ 9 / / >� \ / / 6 N :I BLOCK 7 �,> r
\ re PRESSURE IRRIGATION INTAKE
1 __ vAi „PI „PI \ //// \ ToF \ / / / I 00
I � F� e \ BOX AND PUMP STATION.
U I GIRR LINE 'A' STUB 4" PRESSURE --- - . v) - - - / / v / / I: v SEE SHEETS C7.0-C7.2ce
--
SEE SHEET C7.1 IRRIGATION FOR r ao - -- - \\ / \ `� // I 1 re
r---� r-- - ---� r-- r
FUTURE TIE-IN BLOCK 3 3 1 \ / / 4
cn � I I I I I I i i I \�• � 1
L—_———_—J ,,I I BLOCK 4 I I ACHD SEEPAGE BED #3 I I I / // / SEWER LINE 'D' 1 I 1 r r �Fc\r re O Z
> / SEE SHEET C5.2 I I I 1 \ O
O r-------� : Q I I I I I III III 1' / I a I I I
I I 1 / 0 TO 1: I I I I 1
1 O 1 1 2 I I 3 I I 4 I I 5 I I 6 1 / BLOCK 5 f m re
ACHD SEEPAGE BED #4 2 I oo I I I I I ' ' ' ' 1 1 . 1 / 5 1 2 re \ NS LAT
I I I I INSTALL CONCRETE MAILBOX PAD I I N N L--- / 8 �9 I I I 1 �A �� _ _ ��e_ERq� U
� I L- -----J SEE DETAIL 4 SHEET C9.1 n 1• I 1 I I 1 - r8 re
I I I I I I I I I 1 ' v1 I T0F EG, �re _�re—r STUB 8 WATER MAIN = _
' % ' _J L_ _J � ACHD SEEPAGE BE E
1 " I L_ -J L- -J L_ J L_ 1 D #2 I 1 L J I - -_ rs_— B� e—
U FOR FUTURE TIE-IN " " ------------------------ , . - . - - - - - Top - ' - G ��r
CD O Z
w 1 ao g"yp - : . ` . . . _ E - _ _ _ T8 - FOR FUTURETIE-IN IN
L J r O
_ _ e
_ rs ra J
- 8"W 12"W -EG_ _ _
O 8"SS> —W.JASPER STREET - - _ _ _ S"W 8"W ra Z
<8"SS —<8"SS <8"SS -W.JASPER STREET - - _ - -EG_ _ r rB� Q CL
1 PROVIDE KNOCKOUT <8"SS rem
FOR FUTURE 8" SEWER _ 8„Wr�—
•• . . . w Z Z �
u I MAIN EXTENSION I --� ---I F-- I IF F_ r -� I r--A r r r- -I r---1 r --
rI I I I I---, 1 I II I17
-
I SEWER LINE 'B' I - II II I I I I III II I NI I I 4I t
II II
<aue"s
SEWER LINE B BLOCK 2 Q I -
OSEE SHEET C5.1 SEE SHEET C5.1 I 1 1 10.00 IRRIGATIO SEWER LINE B
Al EASEMENT SEE SHEET C5.2 Q
�
zl AND EXISTING PUMP STATION
Li I I 12 11 10 8 7 6 5 4 3 2 10 , , I I I I I I I I I I I I I I Q 2 3 4 5 6 7 8 9 10PROVIDE KNOCKOUT
REMOVE EXISTING SERVICE I 1 I I I
LOCK 2 l FOR FUTURE 8" SEWER Q ZPATHWAY CONNECTION POLE AND OVERHEAD LINE BLOCKI MAIN EXTENSION L
L L -J L J L J L L L JG
Lu
L__ L � � L- L JLJ J L i L _J J
I L J L
<12"GIRR <12 GIRR G a I P LJ
< R
1 ----------- ----- ------------------ - --- --------- - -------- O------ ------ ----- ------------ ----------------- O
�— EG -�G < < -< - - - -<
EP �P- _FP- ��' - LF O-W— - - -W- �i/t _ _ tl _�P�N-- _ -_ _ --_ _-- - - ----y��P �__ -ZE �G - Hif�----EP-t d-
Ln _ _ EB
_ — - - - - - - MEE
W.AMITYROAD- - — - - — - - — — — --
A
ER Lu ce
EPEPTB P EP TB EP TB EP—TB EP—TB EP—EP TB EP TB EP TB - --- --- - -��--��---Ep---gyp- ---�--
-- --- --- -- - EP Eft � Pr� FrPa— TP v , W
TB FFPP @
U OHP OH OHP OHP OH OHP OHP �RF'��� � 'OHP �'{p-
GIRR LINE 'A' WALL >
� SEE SHEET C7.1 LOCB EEKDETAILINING 5 SHEET C9.1 ACHD SEEPAGE BED #1 GIRR LINE 'A' — O
Y SEE SHEET C7.1
CONNECT TO EXISTING DAYLIGHT IRRIGATION
12" WATER MAIN PIPE TO EXISTING DITCH
w W
L
U
J_
U
tl
N
o Q
N v~i CSW PROJECT NO. 19022
J
ODRAWING
DATE 01/1 7/2024
CL
rl
rl
0 c2mO
U
H
U