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A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 14, z a o
T.3N., R.M., B.M., ADA COUNTY, IDAHO 114 N C6
202114 13
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SCALE:1:100 INTERSTATE 1- I � WALMART
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BOUNDARY LINE ® Q d co ¢ N R
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RIGHT-OF-WAY LINE I C6 O14
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CENTERLINE VICTORY W M z 1 p o�°
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PROPERTY LOT LINE 50 LANDSCAPE EASEMENT
MIDDLE ® > J < u' �+ c
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——— PROPOSED EASEMENT LINE
S89°36'31 T 275.30' fV87°30'S0"E 335.13' \ I ,/ I to
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PROPOSED VERTICAL CURB ��s r �� � �� ' \ , J U N a
PROPOSED DRIVEWAY APPROACH s�_-` a \ `---' \ �\ "a I + I w
SD PROPOSED STORM DRAIN LINE AND HOLELei
0 —SD EXISTING STORM DRAIN LINE AND MANHOLE 9s y I �s�>` �59� ` III , � , C! l r I
SS—0 PROPOSED SANITARY SEWER LINE 25 LANDSCAPE EASEMENT \ N IC!
VICINITY MAP z
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—�—SS EXISTING SEWER LINE AND MANHOLE ?Ss � � � � \
--�$-- PROPOSED FIRE HYDRANT + - o
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GIRR PROPOSED GRAVITY IRRIGATION \\ 4 ��I L I . ` o! i + to v Q = w
PIRR PROPOSED PRESSURE IRRIGATIONr ` ` ` �� \\ 1� +
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PI EXISTING PRESSURE IRRIGATION LINE i ( \ \ �\ \ \ \ �, ` ! I 1' {Yj ¢ w
W—� PROPOSED WATER LINE,VALVE,AND BLOW-OFF 10 EASEMENT \ \ -J z ,
� 1 + 25 LANDSCAPE EASEMENT a. W m N O J
—4'FS PROPOSED 4'FIRE SERVICE LINE AND VALVE :`,� \ e \`� `� \` \ ` \ i 3 �� J g o W =
-0--2 CW PROPOSED 2 WATER SERVICE LINE I / I o e \ S89 57 34 E 243.86 / ,- �'' C9 w
SECTION LINE I / \ I\\ `�\ `�\ %� '�i I , \ ! _ W
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EXISTING PROPERTY LOT LINE '�h �' \ i I I / ,f -
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EXISTING EASEMENT LINE 1
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EP EXISTING EDGE OF PAVEMENT
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EG EXISTING EDGE OF GRAVEL I �'� `J 422,643 SF- 4 I / r r N
___________= EXISTING VERTICAL CURB W
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EXISTING ROLLED CURB "' %� ,' 1 + + i I ` �� \ �' cn 2.2�`s
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EXISTING 1 CONTOUR w - ! \ t 4 \ \ orr Q W
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TOB EXISTING TOP OF BANK ®' -- ''/ � ' ___�! ! ! � � \ `� �' �I � ` \ \ �� �-a �` ` -_ o
TOE EXISTING BOTTOM OF BANK �I _ 1 g v
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EXISTING FENCE LINE _ r ! I \ —
OHP EXISTING OVERHEAD POWER LINE — _ ___ _————— ,asQa- \ �t \ \ `� h� �`�`r �' . `\ 51'RIGHT-OF-WAY
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FO EXISTING FIBER OPTIC LINE
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T EXISTING TELEPHONE LINE `_ _ (S}-
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-- - EXISTING SIGN , \ _ \ �2598 1 +III \ T-
10 EASEMENT I - W.TASA STREET- ® N ----aso4- t \\ ;= co
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EXISTING LIGHT POLE _ _ '\ \ I LO
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3 i , - —ROPOSED 8"SEWER MAIN r \\ -260 +u? Q Q 9
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31,496 SF � �_�e 1_ �_ `
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I 2r RIM=2605.13 RIM=2605.63 --� �' LL
I 26,715 SF / J� 8"INV IN=2593.54(N) J42'PRIVATE CROSS ACCESS, -- �\ \8"INV OUT=2596.13(W} w
I i l a 8"INV IN=2593.54(E) , AND UTILITY EASEMENT \__ I
I SSMH 3.0 y 8"INV OUT=2593.44(SW}.' + ____ ,' / 1/
I RIM=2595.52 Q� �o°� <' BLOCK 1 i + �� zso4-
I 8"INV IN=2591.99(NE) �1 6 `_-S---5_-- -� 4 -2so5-
= r 8"INV OUT=2591.89(S) : N ! 60,021 SF 52,915 SFle. o� `\26 52,773 SF I 51'RIGHT-OF-UVAY 0
,�' r POINT OF BEGINNING / 25'LANDSCAPE EASEMENT p J
25'LANDSCAPE EASEMENT i 22,305 SF / 4 - r! !r PROPOSED PUMP STATION i/ ` F" a-
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DATE ISSUED 01/27/2021
��- PROJECT N0. 190715
DWG.FILE 190715-P-PREL.dwg
s SOUTHRIDGE SUBDIVISION
SCALE AS SHOWN
DRAWN BY KDH
CHECKED BY BM
ARTEMISIA SUBDIVISION
ENGR
cn SHEET 01 OF 01