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PRELIMINARY PLAT J
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r1F M SIA SUBDIVISIONZ 00-z< ow-O o
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ADA COUNTY, IDAHO W U = uj w o
A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 14, z a o M
T.3N., R.1W., B.M., ADA COUNTY, IDAHO 1/4
2021 14 13
W.VERBENE DRIVE U �
INTERSTATE 1-84 PROJECT SITE W J w z ° o
ARTEMISIA SUBDIVISION O a o ]z
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-N- R-1 CAMPING WORLD W Q W O Q u1
1 SITE OF MERIDIAN
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100 50 0 100 200
W. OVERLAND ROAD p M
INTERSTATE 1-84
SCALE:1:100 Q���P WALMART
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- - BOUNDARY LINE R-4 o Q d J w v o 0
ZONING �� ? Za � � N E)
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RIGHT-OF-WAY LINE ¢ 5. _O W w N -0
CENTERLINE RUT 1 VICTORY 0= W ~ z � Q w
PROPERTY LOT LINE 50'LANDSCAPE EASEMENT C O MIDDLE o J Q N
N87 30 50 E 335.13 scHooL u ? c Q
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------ PROPOSED EASEMENT LINE S89°36'31"E 275.30' ° � z co
PROPERTY SETBACK LINE -_-- ___---__ ----- i 40' i ch Z w w "
- _ - _ I QUM wQ
PROPOSED VERTICAL CURB �s9e \,'........... ..I . , .... .•.; WALK PATH ._ .... \ \.......\,.,. I' i J N g
PROPOSED DRIVEWAY APPROACH `---` - -
SD PROPOSED STORM DRAIN LINE AND MANHOLE �s `� i vv T PATHWAY v�
SD EXISTING STORM DRAIN LINE AND MANHOLE 29s, I j 2s9> �598 /J \ \ j to I 1
25'LANDSCAPE EASEMENT I
SS� PROPOSED SANITARY SEWER LINE I ( N co I VICINITY MAP z
�SS EXISTING SEWER LINE AND MANHOLE RUT NOT TO SCALE o
�-0-� PROPOSED FIRE HYDRANT vI � '� `v ---- ° �I Lo / 1 U) co o �
\ I I; -�/ / J Q O
❑�GIRR PROPOSED GRAVITY IRRIGATION I I ` °' \ \ `h El, ; PRELIMINARY PLAT NOTES: W o Y EE o m
PIRR PROPOSED PRESSURE IRRIGATION I i \ \` \\ ` I ` \\ \ II '.I -"' 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. Z co 2 U) o
2S I \ \ \ \ \ \ I 1 Z CV Y
PI EXISTING PRESSURE IRRIGATION LINE 93i i \ \ \ \ I i \ ` 1 1 Z _ O - o
\ \ 40' 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. Q Y z
\ \ \ 1, .I � I J D- UzQw �
-
w� PROPOSED WATER LINE,VALVE,AND BLOW-OFF 10'EASEMENT y \ I, r 25'LANDSCAPE EASEMENT I 1 3. THE SUBJECT PROPERTY DOES NOT FALL WITHIN THE FEMA 100 YEAR FLOOD HAZARD ZONE - REFERENCE a w w 1, o z J
�4"FS PROPOSED 4"FIRE SERVICE LINE AND VALVE i \ i `\ `\ \ \ \ \\ _ \\ 1 i 1 , -80' 80' FIRM PANEL 16001CO250J, DATED OCTOBER 2, 2003. Z m No w O Q
-0-2"Cw PROPOSED 2"WATER SERVICE LINE I I \
/ `, \ I .I 1 S89°5T34"E 243.86' 4. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND C7 w w
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- SECTION LINE �, 231.86'. i, _ LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT W
I o i `i `\ `\ 12.00' -� -- ' __- �_i _4 PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT.
- - EXISTING BOUNDARY LINE I ,o I h� / \ ; III
�� \\ 4 140'( / co
N 5. PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE EASEMENTS ARE DELINEATED ON THE PLAT AND A TEN (10)Lo
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EXISTING PROPERTY LOT LINE I I IIII I
it i II 11 5'PATHWAY -
GRAVITYIRRIGATION UNDER CONSTRUCTION- I / i I i w, FOOT EASEMENT ADJACENT 0 ANY REAR LOT. m o z
------------ EXISTING EASEMENT LINE v , I / ! I II �v T
LLoaw
BLOCK 1 I \ I 11 ;i I c / 6. IRRIGATION WATER WILL BE PROVIDED TO ALL LOTS IN COMPLIANCE WITH IDAHO CODE 31-3805(B). THIS SITE N w
EP EXISTING EDGE OF PAVEMENT PROPOSED 10'WIDE GRAVITY IRRIGATION EASEMENT�� FALLS WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT (NMID) AND ALL LOTS WILL BE SUBJECT TO THE
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EG EXISTING EDGE OF GRAVEL I I �°� 422,643 SF ] I N I „ I �; 0 1 ASSESSMENTS OF SAID DISTRICT. o m
== __ _= �� :
EXISTING VERTICAL CURB I Ll ���� - i \ I �1 ` \ 59,401 SF \ \ \� \ -- 7. COMPLIANCE WITH THE BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COM o
--- EXISTING ROLLED CURB o / II \ �� I \ APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS OTHERWISE APPROVED. z z z z w
r I,_ NMID EASEMENT-HARDIN DRAIN INST.7608075 I �, `\ ` ` o ` :. \ o a d y
0 5 \ , \ \ \ �s9 \\ \\ \ `\� \` 1 8. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT o0
- - -31a5- - - EXISTING 5'CONTOUR � 'I �� -�__ � \ � �
AV A W o a r 2
-----31ao----- EXISTING 1'CONTOUR w I ``� \ ` T ` N0. RECORDS OF ADA COUNTY, IDAHO.
l,. 1 10'PATHWAY rn vv - BEDS. z a w T0B EXISTING TOP OF BANK \ _ 9 STORM DRAINAGE SEEPAGE
oI --------
TOE EXISTING BOTTOM OF BANK RUT I ------- `\ \`` \ \ \\ \
\ \� \ - - \ 10. THE PRIVATE CROSS ACCESS SHOWN ON THE PLAT IS FOR INGRESS/EGRESS FOR THE BENEFIT OF ALL THE
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o - - \ \ \\ I LOTS IN THIS SUBDIVISION LOCATED ADJACENT TO SAID EASEMENTS. THE DRIVEWAYS ARE COVERED BY w o
x x EXISTING FENCE LINE z + - - - - \ \ `.N89°19'41"W� �� I \ \ I o z o z
EASEMENTS FOR PUBLIC UTILITIES AND MERIDIAN CITY SANITARY SEWER AND WATER. W z} w
OHP EXISTING OVERHEAD POWER LINE -I I - ,Zeo2 ' q ` o \ �� q `��I I o
------ - n \\ CAMPING WORLD
_,,� I � \ � � _ 11. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH NAMPA-MERIDIAN IRRIGATION DISTRICT
FO EXISTING FIBER OPTIC LINE I o z
T PATHWAY -- ----- 60s' \\ ` \ �9/Nip: I N I-L z o o w o
�� INSTRUMENT N0. 2020-167443
G EXISTING GAS LINE I DRIVEWAY APPROACH -- ` \ \ zs9��\ o� uiil T
T EXISTING TELEPHONE LINE \, \
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\...,: -307.54'. ,--' \ \ \ II �- N o 0
EXISTING SIGN 10'EASEMENT I �' �o 0 2so4-' \ g zss8 0, = 'I qii M
PRELIMINARY I DATA
- - -W.TASA STREET-�3 _ N °°
EXISTING LIGHT POLE ___1______ ___ _ N o 3 ?s i CQ Lo 24" LL' a'
T - _ -- - _ - - `" , 60,349 SF 99 - N �, IIII �� TOTAL SITE AREA 19.26 ACRES N
f EXISTING POWER OR UTILITY POLE - - -- -� T
- -
\ o N
CNj
228.04' �� 40' r - - - - - - - v�� �� �.. �� o I I co o
s COMMERICIAL BUILDING LOT AREA 18.10 AC
FUTURE CURB,GUTTER AND SIDEWALK _z6o5- --RIGHT-OF-WAY TAPER cn o EX. RIGHT-OF-WAY O°
�, °� ? 60' \\ z6 25 LII RIGHT-OF-WAY AREA 1.16 AC Lu _
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TEMPORARY TURN AROUND I Ln ox I A SCAPE EASEMENT
�; o Y APPROACH __3 N N --  __- - r ,, ND TOTAL LOTS 9 z o
I, �� - 6;iLRI�V��A
_ �_ =- _ v �'2so2_� u1 57'RIGHT-OF-WAY a
\ r I 31,496 SF 00
- _ a -
- 314.99' 249.64' TOTAL COMMERCIAL LOTS 9 CD cc
185.00' - N89°19'41"W190.00' LOT AREA DATA
i� I _ 1 0 _ 189.62' .' ca � o
\ ---- l_�____ -54' \\ 17 i 1: ,_ i1 CURVE TABLE "'
- - - ------ ---- - - z
I _ ------- -�--T r MINIMUM LOT SIZE 22,305 SF =
/� CURVE NO. LENGTH RADIUS DELTA BEARING CHORD AVERAGE LOT SIZE 87,625 SF
BLOCK 2 / �Q h 42'PRIVATE CROSS ACCESS AND UTILITY
' ?I / o� " EASEMENT-SEE NOTE 10 ON THIS SHEET _ �`v �� `I C1 38.46 70.00 31°28'39" N16°24'39"E 37.98 ZONING
26,715 SF / `�� .;' �J DRIVEWAY APPROACHLLJ' \ I
LL, \ \__ C2 44.15 130.00 19°27'24" N22°25'16"E 43.93
fl 6 / ' I EXISTING: RUT PROPOSED : C-G
GRAVITY IRRIGATION UNDER CONSTRUCTION i I �N _ h� � �'a, --- ,.2soa-I- -� C3 27.27 130.00 12'01'16" N6°40'57"E 27.22
194.86' I QQ o boa, N o BLOCK 1 N N 60'
r, N z __,---5 - z " - -2605- / C4 38.46 70.00 31°28'39" N16°24'39"E 37.98 C
�i 6 ` 4 I 10'PATHWAY
co' 60,021 SF 52,915 SF °� ` 51'RIGHT-OF-WAY C5 71.42 130.00 31°28'39" N16°24'39"E 70.53 0 0
\ 260 52,773 SF--- = 30' 30' _
r' 22,305 SF \POINT OF BEGINNING 5'LANDSCAPE EASEMENT � 7' 5' 18' 18' 5' 7' ZO
60 2
_60'_ o ` i 1 2' LANDING SIDEWALK 2' 16' 16' 2' SIDEWALK 2' LANDING w
25'LANDSCAPE EASEMENT ---
T I
40 \------ --- - ---
0
172.00' 220.54' ` i \\ 190.00'._, - - - - -174.28'
- - - - - - _
VERTICAL CURB D GUTTER VERTICAL AND GUTTER
14 N89°19'41"N 388.83' - N89°19'41`'W 458.45' -- - p1°� �' RB AN CURB r
N�0°40'19"E 48.00'���oo"� 605 ,1106" Lu
ti6°� �oo�- S00°40'19"W 3.00 - �6�°' W -NO°40'19"E 51.00' 1 2sos- ' 2% 2% 2% �% w
- 14 13' 847.28' � � Q
� � � ri ��� ��� �1r �Sri! '
76.61'
1 N89 19 41 W 2661.68 8"ss 23 24
w BASIS OF BEARING Q z 1 ASPHALTIC PAVEMENT � _
w 1 W. OVERLAND ROAD � 1
o �„ 1 0 1 3/4" MINUS CRUSHED GRAVEL w
= w 1 = w 1 6" MINUS PIT RUN U) J
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0o a 1 LD a COMPACTED STABLE SUBGRADE ''' LLI
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c TYPICAL LOCAL COMMERICIAL STREET SECTION - ATTACHED SIDEWALK M■■I o
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J / 1 NOT TO SCALE - 60' RIGHT-OF-WAY (W. TASA STREET) oz
N , co 1 r �
` 60 CD
Y ♦ 1 0 30' 30' o
1 � 5' 5' 20' 20' 5' 5'
TN-C `rs� 0 ; RUT R-8 SIDEWALK 2' 18' 18' 2' SIDEWALK 2' LANDING
w 1
s64 � ? VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER DATEISSUED 01/27/2021
1
2% 2% 2% 2% PROJECT NO. 190715
f
DWG FILE 190715 P PREL
SOUTHRIDGE SUBDIVISION SCALE AS SHOW
♦, 1 ASPHALTIC PAVEMENT DRAWN BY KDH
3/4" MINUS CRUSHED GRAVEL
6" MINUS PIT RUN CHECKED BY BM
COMPACTED STABLE SUBGRADE
1 TYPICAL LOCAL COMMERCIAL STREET SECTION - ATTACHED SIDEWALK
PREL
NOT TO SCALE - 60 RIGHT-OF-WAY (S. SPANISH SUN WAY)
SHEET 01 OF 01
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CONCEPTUAL ENGINEERING PLAN J
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ART MISIA SUBDIVISION
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ADA COUNTY, IDAHO Z O 0 o
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A PORTION OF THE SE 1/4 OF THE SE 1/4 OF SECTION 14, zco
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T.3N., R.1 W., B.M., ADA COUNTY, IDAHO 1/4
2021 14 13
W.VERBENE DRIVE U LLI
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INTERSTATE 1-84 PROJECT SITE W nj w 1z o -
ARTEMISIA SUBDIVISION a -< Q o M
N- I a �
O Oz � oo
SITE CAMPING
ING MERIDIAN ; Q Q O z
W a w
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= ww �
100 50 0 100 200
W. OVERLAND ROAD p
INTERSTATE 1-84
SCALE:1:100 I QQ WALMART
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LEGEND I ��°� & U Q
- - BOUNDARY LINE o Q a J w 20
v o a
ZONING �� Z � � � N o
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RIGHT-OF-WAY LINE � ¢ O O W W �2 ci c
CENTERLINE VICTORY o_ W ~ Q 000 f6
O MIDDLE O J a
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PROPERTY LOT LINE 50'LANDSCAPE EASEMENT
SCHOOL Z� 02 = Q
————— — PROPOSED EASEMENT LINE — � N87 3050"E 335.13' l I v ZS89°36'31E 275.30' I I LuPROPERTY SETBACK LINE 40
Z _j - w
PROPOSED VERTICAL CURB `ems ` / - > / I J U N Q
s cs WALK PATH ..: I I W
lxa PROPOSED DRIVEWAY APPROACH c -` �°rFTC—
ENGR_ __ _ `---` - \ I
SD PROPOSED STORM DRAIN LINE AND MANHOLE \ \�SD EXISTING STORM DRAIN LINE AND MANHOLE25'LANDSCAPE EASEMENT � I 21
SS�i PROPOSED SANITARY SEWER LINE \ oiVICINITY MAP zNSS EXISTING SEWER LINE AND MANHOLE ?SSQ \ \ � � NOT TO SCALE o 0
PROPOSED FIRE HYDRANT v g o� ��� � i; N? Q w o❑ CIS
0—GIRR PROPOSED GRAVITY IRRIGATION � \ \ of j W O Y E 0PIRR PROPOSED PRESSURE IRRIGATION ` \ \ \ \ Z m\ I'EXISTING PRESSURE IRRIGATION LINE s3\ \ ` \ 40 QZ Z L)
\ � J ' Uz � wPROPOSED WATER LINE,VALVE,AND BLOW-OFF 10'EASEMENT \ \ 25'LANDSCAPE EASEMENT a W LLI o, o Z0-4"FS PROPOSED 4"FIRE SERVICE LINE AND VALVE / / \\ \ \ \ \ I —8080' Z m Nw Q
-0-2"CW PROPOSED 2"WATER SERVICE LINE I / i \ I S89°57'34"E 243.86' / ' C� w
SECTION LINEW
EXISTING BOUNDARY LINE i1tiEXISTING PROPERTY LOT LINE ' \ `\ 1 40' i o r� � \ II II � I I I // / I � / j � �EXISTING EASEMENT LINE "' -\ LL°�/ � BLOCK 1 � I 1 � � 12 2-
EP EXISTING EDGE OF PAVEMENT �� 111EG EXISTING EDGE OF GRAVEL 1 I \ I 1 1 I \ 0 ~
n 422,643SF' / / 1 rnl l 11 0 EXISTING VERTICAL CURB 2� I I 159,401 SF\ \ . \ \ � �wEXISTING ROLLED CURB o / 1 1 \ o ` \ I z-3145— -'� o - �EXISTING 5'CONTOUR ( \ , \ \-----' 1� 9 \ ` \ `I > N mg o F
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-----3140----- EXISTING 1'CONTOUR w ' \ \ ` 1 \ \ ` \ °CsTOB EXISTING TOP OF BANK -- - ` C \_ oTOE EXISTING BOTTOM OF BANK ° ti6o1 --- \ `\x x EXISTING FENCE LINE \ \ \ I \CD
---- ------ ii \ O� \ICI CAMPING WORLD wzOHP EXISTING OVERHEAD POWER LINE � _ ,2CO \ \ \ �FO EXISTING FIBER OPTIC LINE � +SSMH5.01v v v1 /i � ��y�G EXISTING GAS LINE I i -------------nil- - - ` ` Zss�`� ° C\--RIM = 2602.68T EXISTING TELEPHONE LINE 95. ( ) 1I �' 8"INV OUT= 2595.00 S- ` ` � ��� �� EXISTING SIGN --2so4 ' W10'EASEMENT v398 - "�I hii M
W.TASA STREET-E EXISTING LIGHT POLE s c� �n60,349 SF \ ss - M �1j� c� C�� N � oEXISTING POWER OR UTILITY POLE -' 40' — — — 1 600 � I °� cLLA _ w o_ \ -6ox 25'LANDSCAPE EASEMENT Lu o60'-
PROPOSED 8"WATER MAIN� _ _ o31,496 SF co
B ,co _ -PROPOSED 8"SEWER MAIN r\ \\\ 2ao 1 n1 5T RIGHT OF WAY o W o°oi PROPOSED 8"SEWER MAIN 8"WN 8„W - II Z zPROPOSED 8"WATER MAIN 8"SS - _ I J rn- N BUS � \ l v II
I 1;_ __ _ �__ __ , INCD
BLOCK 2 / I SSMH 4.0 � SSMH 4.1
2 RIM = 2605.13 RIM =2605.63/ 42 PRIVATE CROSS ACCESS \26,715 SF J 8"INV IN = 2593.54(N) _ 8"INV OUT=2596.13(W)
AND UTILITY EASEMENTZ 8"INV IN = 2593.54(E) �SSMH 3.0 = 8"INV OUT=2593.44(SW)! ----, 2so4-iRIM = 2595.52 QQ o gooBLOCK 18"INV IN = 2591.99(NE) y 6 - -- 5- 4 -2so5-
8"INV OUT= 2591.89 S I 60,021 SF ` 52,915 SF 1�o \O z6 52,773 SF 51'RIGHT OF WAYz
00 o J1 � ' i POINT OF BEGINNING i / 25'LANDSCAPE EASEMENT 25'LANDSCAPE EASEMENT 22,305 SF ' 40 81 NV 2590.69
87.16 N � DETAC SED PUMP STATIONw----- 60 " O HED SIDEWALK ' f�zln�8"INV OUT=2587.06(S)- ------14 N89°19'41"W 388.83' N89°19'41"W458.45'NO°40'19"E48.00'—� 0'� tioo5 111 _ZL6o� tioo�' 08 / 6�0 zs> NO°40'19"E51.00' cnW1/4 /I-- ti6 WW -zsos-14 13 = z
23 30SS N89°19'41"W 2661.68' 8"SS 23 24 O< z BASIS OF BEARING a z o Z
W. OVERLAND ROAD I_uWov, EXIST.SSMH-1.0 ww RIM =2606.45 EX.8"SEWER MAIN w w 4 cn Q
Q8"INV IN =2583.56(N) EX.8"WATER MAIN CD LLu
co NEX.8"INV IN = 2583.56(E) o ;Q EX.30"INV OUT=2581.97(W) `� z DoWEX.30"SEWER MAIN -ioUN u7
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vjDATE ISSUED01/27/2021
PROJECT NO. 190715
DWG.FILE 190715-P-PREL.dwg
SOUTHRIDGE SUBDIVISION SCALE AS SHOWN
DRAWN BY KDH
CHECKED BY BM
SHEET 01 OF 01