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A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 14, z a
T.3N., R.1 W., B.M., ADA COUNTY, IDAHO 114 C'
2 14 13
W.VER�ENE:DRIVE V w
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PROJECT SITE w z ®
INTERSTATE 1-84 w _ a
ARTEMISIA SUBDIVISION O 0- a = cn
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R-1 - j 0 � W ®�
CAMPING WORLD W � Q
SITE OF MERIDIAN > 0 o < z
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100 50 0 100 200 W. OVERLAND ROAD Q
SCALE:1:100 INTERSTATE I-M ���� VWALMART
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LEGEND ��
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BOUNDARY LINE R"4 u d ¢ N
ZONING ? 0 CL tq a � co 04 o
RIGHT-OF-WAY LINE cea 0 O W w = N .
CENTERLINE RUT a Lu f= w Q ^ `°
PROPERTY LOT LINE 5 'LANDSCAPE EA EM T VICTORY 0_- W _j Z c ® o
0 S EN MIDDLE I- > J Q to y c
----- PROPOSED EASEMENT LINE SCHOOL v� O = _ < w
S89°36'31"E 275.30' N87°30'50"E 335.i 3 , ` I J° C6 = G ® w
------------ PROPERTY SETBACK LINE =_- _� --=---- --- \ I
PROPOSED VERTICAL CURB `ems ``� �`T r °° I N tL
PROPOSED DRIVEWAY APPROACH -_` - ___ ____- \,�-- - -___-� --- �______�--- -� �\ \1�: 1 i ' w
SD PROPOSED STORM DRAIN LINE AND MANHOLE `J T- T - 5'PATHWAY \� \ ` I 1
- �-- ro
SD EXISTING STORM DRAIN LINE AND HOLE ?s9s_ \\ \�s�� ?s�8\ °I \ \\ \�` �� ��`i +Lo
SS---F� PROPOSED SANITARY SEWER LINE
25'LANDSCAPE EASEMENT i �, / °\\ �� ,� ► �Go i V?
SS EXISTING ER LINE �2s I \ , `�, ;� \\ �� � Y { 1 RUT c%jVICINITY MAP O N L,
--C�- S G SEWER MANHOLE 9� ' \ I _ r - 0 0
NOT TO SCALE C-i >- ~ A
PROPOSED FIRE HYDRANT ` ° cy)N o ` +I `r' °'
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GIRR PROPOSED GRAVITY IRRIGATION i \ ``\ �\ °� `` i� L �` \ °i ` CD PRELIMINARY PLAT NOTES: W 0 a co m
W- PIRR PROPOSED PRESSURE IRRIGATION I r I \ `� �\ \\ ( \\ \ t I'1 ,co i 1 SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. ®_ E
EXISTING PRESSURE IRRIGATION LINE s3 ' I \ ` ` ` 1 �� ° , ti Ir! 40' I Z >- M N
25
I \ \ \ 2. DOMESTIC WATER TO BE PROVIDED BY NSION OF MERIDIAN CITY WATER SYSTEM. Q Y z v v
--w---� PROPOSED WATER LINE,VALVE,AND BLOW-OFF 10'EASEMENT` `I \ \\ \° `� `� \ <\ \.', �, \ ` l 14 1 i I ,ti 3. E SUBJECT PROP DOES NOT F IN THE FEMA 100 FLOOD HAZARD ZONE - REFERENCE � W w � o Z 25 LANDSCAPE EASEMENT a _ o J
[0--4 FS PROPOSED 4"FIRE SERVICE LINE AND VALVE ` ` ` \ uj
i I r \ \ `\ `� `\ �I 4`�u 1 I, F1R P EL 16001 CO2 , OCTOBER 2, 2003. Z m o w a
-0--2°CW PROPOSED 2"WATER SERVICE LINE , ° a 1 g
/ °° °\\ �1 \ \\ \ k` t � 1 a ll I ° 589057'34"E 243.816' / 4. LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND Z w
SECTION LINE I `\ \ \\ `� , 1 11 , - -•- _231.8s. _ LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SMALL NOT W
I , 1 12.00 _ _1l__ ' _L_ _ ° PRECLUDE E CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
- - EXISTING BOUNDARY LINE I I 1 _r-r
EXISTING PROPERTY LOT LINE �� I �`� �' ; \ \ f f ! i 1 ' , / ° r N h ul ' ' 5. PUBLIC ES IRRIGATION AND LOT DRAINAGE EASEMENTS ARE DELINEATED ON THE PLAT AND A TEN 10 ®_
i 1 r r 40 5 PATHWAY f f I r { �`r'_ - ( y
_______ I ° '- `° `� i r ! / I I r r ° r r r ° I FOOT EASEMENT ADJACENT TO R LOT. m GRAVITY IRRIGATION UNDER CONSTRUCTION- I / - i + I t ! r ✓ r f ,' w� ;® W
----- EXISTING EASEMENT LINE ° ° I r + j + i f r 1 f f / / / ! CN I I ! P. - OR W
BLOCK 1 I \ i I I I I I 1 I f ; 1 I o r ! ! r 1.Z.�. 6. IRRIGATION WATER WILL BE PROVIDED TO LOTS IN COMPLIANCE WITH IDAHO CODE 31-3805 B . THIS SITE --S
EP EXISTING EDGE OF PAVEMENT PROPOSED 10'WIDE GRAVITY IRRIGATION EASEMENT I �`��' �' I � �� , N I I I r rl P�: �- / r ( } W W
'I l f , / l 1 t "t 1 ll , I l r ! I + FALLS
EG EXISTING EDGE OF GRAVEL ' ' I �' 422,643 SF l } i /l 11 s N 1 Ii �1 �� N I ► I ► ; ` gin/ i IN THE PA AND MERIDIAN IRRIGATION DISTRICT (NMID} AND ALL LOTS WILL BE SUBJECT TO THE v m
, r r /°/ 1 1 �` ° °, °2`. i + �° �� �' can\ ASSESSME OF SAID DISTRICT. Q cc ac
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== EXISTING VERTICAL CURB I I I I i / } ► ry I \
59,401 SF ° ° _ 7. BUILDING SETBACKS D DIMENSIONALSTANDARDS IN THIS SUBDIVISION S BE 1N COMPLIANCE WITH THE 0 W
EXISTING ROLLED CURB ` ` ®�
APPLICABLE ZONING REGULATIONS OF E OF MERIDIAN OR AS OTHERWISE APPROVED. v' _
NMID EASEMENT-HARDIN DRAIN.INST.7608075 ` ° ` \ \ \ Ic Q &
- - -3145- - - EXISTING 5°CONTOUR T- I_ ,, �' °
.'�' 'I - ' ` \ \� ` �s ` °\ ` w PATH` 8. THIS SUBDIVISION IS SU ECT TO E TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT J s
` \ `° `\ \ , �9 \\\ \ \ 0. , RECORDS OF ADA COUNTY, IDAHO. W =Q
-----3�40----- EXISTING 1'CONTOUR ,w I __-'_- -'�- \ ° 11` \�� ► \ \� ` `\ I $� �� ` cc --
/ ° �� .� `_ \ \ ` \ _� \ 9. STORM DRAINAGE - SEEPAGE BEDS. g TOB EXISTING TOP OF BANK a--� :• I - , ,' / r r \ \ \ ,�.. \ � � � � � \ � =y
�____� -- + ► \ \ � �\ \ ` \ \ I ' 10,PATHWAY o J W�
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TOE EXISTING BOTTOM OF BANK RUT ° I _ Too - --- - I I `� \ �� ° ` ` 10. THE PRIVATE CROSS ACCESS SHOWN ON THE PLAT IS FOR INGRESS/EGRESS FOR THE BENEFIT OF ALL THE W g
®'1 I � �' // f � �� \� � "' ` ` • '249.12°z. \ ° � \ � :;� -\\y,n1� LOTS IN iS SUBDI1fISI0N LOCATED ADJACENT TO SAID EASEMENTS. THE DRIVEWAYS ARE COVER® BY � � 53
x EXISTING FENCE LINE +- ` ` `� - - / \ \ �:N89°19'41"1N�`�► i \ 25 LANDSCAPE EASEMENT c.� -
I ---�' 2so2-. 1 I \ \ . �.
I \ti EASEMENTSFOR PUBLIC UTILITIES AND MERIDIAN CITY SANITARY SEWER AND WATER. W
OHP EXISTING OVERHEAD POWER LINE _- -- ` ` \ 1 'Lu�
/1---------- ,-----_ o '�R 7 5i RIGHT-OF-WAY ® C, w
__ ' `` FA. •P CAMPING WORLD
�' I 11. THIS SUBD SION IS SUBJECT TO A LICENSE AGREEMENT WITH PA-MERIDIAN IRRIGATION DISTRICT N
FO EXISTING FIBER OPTIC LINE 5'PATHWAY ,I �'� o '�i �J °` �` \` ��� \�`� ���� o�/H- �' �� emr' IN UMENT N0. 2020-167443 ® .m
G EXISTING ALINE e r` --------- ,��� I �\ \\ \\ 2� ��
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G S � RIVEWAY APPROACH _ � sQ, �
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T 11 to
EXISTING TELEPHONE LINE , r - _- 111, cm PRELIMINARY PLAT SITE DATA
-� EXISTING SIGN 10°EASEMENT �'_` _ _ ` c` \ _2SQ81__I °o '_ /!f P S yj
�-- - -W.TASA STREET- --2604 �� `� N `� '- I '� " In1 ��
EXISTING LIGHT POLE '---` r N�� 0,349 2599 _ I ':N 1U1 Lo
_ 2�'G�� 9.2 N
�. -
TOTAL S AREA 1 6 ACRES
6 SF�� J 111 N �� o
t EXISTING POWER OR UTILITY POLE ��- _ _ 1 I � � �
`� � � �� � I '�a �? M cv
0 00 ® COMMERCIAL BUILDING LOT AREA 18.10 AC
t I _ 228.04, ?e, 40° r - __ - I `� 26o I ! o co
2® / _2605 r `�. I - I i RIGHT-OF-WAY EA 1.16 AC W �111 LL, >c
CD
` RIVEWAY APPROACH __ co
\\3 CD
IctI --�,, _ - = 1 r\ -, '26az_ N 1+►� TOTAL LOTS 9 .�, Q
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31,496 SF ® - �� - >\ / \_ ` I c� tllP N p
314.99 - `� I o IrI o - rn
\ I ao \ e ° `` A \ 249.64 \ o_ f P t TOTAL COMM IC LOTS 9 oWc
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185.00, r r 1 N89-19-41-W 190.00' � \ � �
N ° t _ 189.62 P i\ ►!I
- _ _ r I LOT AREA DATA ej-
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} 247.54' ,f r- - T- I 1 \ _ ` < 1 N
----- -------- Lli
`„ -- 1-=-c------� ------ ---== _- P CURVE TABLE
-
-----\ - r---T--7 'T 1!r MINIMUM LOT SIZE 22,305 SF
•, BLOCK 2 / 42'PRIVATE CROSS ACCESS AND UTILITY CURVE NO. LENGTH RADIUS DELTA BEARING CHORD AVERAGE LOT SIZE 87,625 SF a.
I ° 2f / 00 c' EASEMENT-SEE NOTE l 0 ON THIS SHEET \� °° `��- C1 38.4s 70.Ofl 31°28°39' N16°24'3�'E 37.98 ZONING
26,715 SF
`' J 1 RIVEWAY APPROACH'-
f! ei r.,., `� �� w \\__ °° I �i C2 44.15 130.00 19°27'240 N220 25'16'E 43.93 _
GRAVITY IRRIGATION UNDER CONSTRUCTION i �, ° r aED
r, � &' I EXISTING: RUT PROPOSED : C G
/ °
194.86 v Qv h4 f r °° � ! CD -- H' °� ,_2604-"I `� C3 27.27 130.00 12001'18' N6°40'570E 27.22
11-o� N CD �' BLOCK 1 N `� 21
i /
601
i -2605 - C4 38.46 70.00 31°28'39' N160 24'39'E 37.986 10 PATHWAY
0
_
o60,021 SF 52,915 SF ao 523 SF ® 30 5 71.42 130.00312839 70.53`2606 30a _
c-Ds V1
ao i ° 5POINT OF BEGINNING 25'LANDSCAPE EASEMENT 22,305 SF T 5 18 18 T
O
25'LANDSCAPE EASEMENT 40, o ," I SIDEWALK 2a a a 2rSIDEWALK
.60 U1=
! a � 220.54' r 1 1 '`�- % � ® I-
\ 190.00 ,-° 1 i74.28 -- ��'�, D
- ° ' a "` °fig VE GAL CURB AND G VERTICAL CURB AND GUTTER
14 , ` f N89 19 41'W 458.45 ` �p1 �
1/4 A- N�0°40'19'E 8.O ��o ' ��o� z�o� ,26°1 �6oa S00°40�nr9`°W 3A0" Z6�o� / -NO°40'19'E 51.00'\ !' 20 2% cW/)
j/ 2609r' _
MR 847.28` 76.61' 14 13 n ,: _
23 30' s N89®19'41 V 2661.68' 8"ss r
I- Q
Q W BASIS OF BEARING } 23 24 ® 7•
a z ° ASP TIC PAVEMENT
LL W. OVERLAND ROAD � W
"' � 3/4 MINUS CRUSHED GRAVEL
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6° MINUS PIT RUN w _J
it
o U COMPACTED STABLE SUBG E r� � �
c-c `° TYPICAL L COMMERICPALL STREET SECTION - ATTACHED SIDEWALK M■■� , CL
N NOT TO SCALE - ' RIGHT-OF-WAY (W. TASA STREET) LM
N 60' o
a ® , ' O fZ
30
� 30
q $ _
5' 5' 20' 20' 5' 5'
TIN-C `r�,A o RUT R-8 SIDEWALK 2' 18° 18° 2' SIDEWALK 2' LANDING
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VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER DATE ISSUED 01/27/2021
E ��- J 2% 2%
2% 2% PROJECT N0. 190715
:,... ...
DWG.FILE 190715-P-PREL.dwg
SOUTHRIDGE SUBDIVISION ASPHALTIC PAVEMENTSCALE AS SHOWN
C
3/49 MINUS CRUSHED GRAVEL DRAWN BY KDH
6" MINUS PIT RUN CHECKED BY BM
ARTEMISIA SUBDI"SION
FFF
COMPACTED STABLE SUBGRADE
r PREL
Jv TYPICAL L COMM PAL STREET SECTION - ATTACHED SlgEt�ALK
NOT TO SC - 60' RIGHT-OF-WAY (S. SPANISH SUN WAY)
SHEET 01 OF 01