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PRELIMINARY PLAT J
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"r1F M SIA SUBDIVISIONz< ow-
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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 w o M
T.3N., R.1 W., B.M., ADA COUNTY, IDAHO 1/4
2021 14 13
W.VERBENE DRIVE U W
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INTERSTATE 1-84 PROJECT SITE W J w z ° CA
SUBDIVISION O a o 000
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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 WALMART
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- - BOUNDARY LINE R-4 o Q d J w v o 0
mmmmmm ZONING
5.? Za � � N
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RIGHT-OF-WAY LINE Q _O W w N -0
CENTERLINE RUT 1 VICTORY o= W ~ Q w
O MIDDLE o > J Q C/) N
PROPERTY LOT LINE 50'LANDSCAPE EASEMENT C SCHOOL c~n O 2 = Q y
------ PROPOSED EASEMENT LINE S89°36'31"E 275.30' N8T30'50"E 335.13' u; o z 0
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PROPERTY SETBACK LINE _-----_- -------- - I i S w Oz
PROPOSED VERTICAL CURB - Frio �`� i r U N
WALK PATH
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PROPOSED DRIVEWAY APPROACH - `---` - -- �-� I I I w
SD PROPOSED STORM DRAIN LINE AND MANHOLE ` r\ 5'PATHWAY \ \ I I
SD EXISTING STORM DRAIN LINE AND MANHOLE
I \ \ 0
SS� PROPOSED SANITARY SEWER LINE 25'LANDSCAPEEASEMENT_ I \ ( NI VICINITY MAP z
�SS EXISTING SEWER LINE AND MANHOLE s9¢ i \ `\\ `\ i\\ \ �� i�.. RUT NOT TO SCALE O o 0
PROPOSED FIRE HYDRANT � � \ \ � I I / b � � o �
GIRR PROPOSED GRAVITY IRRIGATION \\` \\ \\ 2ss \ \ \ ly ,M I ~� W O Y O m a�i
❑� \ `\\ I \ I o'r PRELIMINARY PLAT NOTES: co a =q PIRR PROPOSED PRESSURE IRRIGATION o I \ 1 I Z Q 00
02 \ \ \ \ \ I, � 0 0 E
\ \ ( ` I I 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. Z O O - o T
PI EXISTING PRESSURE IRRIGATION LINE 25931 h \ \\ `\ \\ \ i\\ \\ \ i/r i 40' I Q
I \ \ \ \ \ ' \ 1 I it . I I I 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. J U z g w
-WO PROPOSED WATER LINE,VALVE,AND BLOW OFF 10'EASEMENT 1\ I \\ \ \ \ \ \ ' i 1125'LANDSCAPE EASEMENT I W w o 0 Z
`\ \ I - I 1 3. THE SUBJECT PROPERTY DOES NOT FALL WITHIN THE FEMA 100 YEAR FLOOD HAZARD ZONE - REFERENCE a w m o E O J
�4"FS PROPOSED 4"FIRE SERVICE LINE AND VALVE I i `\ `\ ` \ \ \ _ \ 1 I I \I 80' 80' Z F w = Q
91 FIRM PANEL 16001CO250J DATED JUNE 19 2020. w 2i
-0-2"Cw PROPOSED 2"WATER SERVICE LINE I , / \ \ I I S89 57 34 E 243.86 / 4. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT Z w
N \ III 'I
- SECTION LINE / BLOCK 1 \ ` ` '\ 1 II ....231.86'. i
o / \\ \ % 12.00'I �__ I __ ___/ �_/ - _4 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY LU
- - EXISTING BOUNDARY LINE m h� �' 1 ; -`� II\ l� `tio PUBLIC STREET AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE. THIS EASEMENT SHALL NOT
h 420,347 SF \
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EXISTING PROPERTY LOT LINE 4 I I - PRECLUDE THE CONSTRUCTION OF HARD cli
-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. m=
\ I I r/ 140' 5 PATHWAY / o I �. / r a LL
GRAVITY IRRIGATION UNDER CONSTRUCTION / 1 1 / N I / m
EXISTING EASEMENT LINE I I ° N w' 5. IRRIGATION WATER SHALL BE PROVIDED TO ALL LOTS IN COMPLIANCE WITH IDAHO CODE 31-3805(B). THIS SITE 1 N I II \ o
I ,�° ` ` ` i '� �\ 11111 li; ; N i I II :1 c / \ FALLS WITHIN THE NAMPA AND MERIDIAN IRRIGATION DISTRICT (NMID), AND ALL LOTS WILL BE SUBJECT TO THE LL
EP EXISTING EDGE OF PAVEMENT PROPOSED 1 O'WIDE GRAVITY IRRIGATION EASEMENT ° \ \ I /
\ N I p, ASSESSMENTS OF SAID DISTRICT. z o=
EG EXISTING EDGE OF GRAVEL I I �°� _ ] i / / / / N II In 4 0 1 m --J o 0
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2r ` r' u�\ 6. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE _
___________= EXISTING VERTICAL CURB 59,401 SF \ �\
\ APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN OR AS OTHERWISE APPROVED. z N w =
_ EXISTING ROLLED CURB om o I / / NMID EASEMENT-HARDIN DRAIN INST.7608075 �\ 1� `\ `\ \ °o \ \\ \ \\ �F \ 7. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT o a<o N g
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- - -31a5- - - EXISTING 5'CONTOUR 'o , I �� // _ \ \ \ \ li \ 1 } ` 2s9\ \ \\ ` \\i ° \ \ \ ADDITIONAL RIGHT-OF-WAY AREA=7,899 SF NO. RECORDS OF ADA COUNTY, IDAHO. "' J
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-----31ao----- EXISTING 1'CONTOUR oo� --' \ \ `._ I\ 1 \\`\ II 1 ,\\\ `\\\i t. �' \ \ 8. STORM DRAINAGE - SEEPAGE BEDS. °C N
tiv \ \ \ `�� 10'PATHWAY :\ \ o o z
TOB EXISTING TOP OF BANK r wl ,' \ \ \ \\ \s9 - \ \ \ I \ \ \ 9. THE PRIVATE CROSS ACCESS SHOWN ON THE PLAT IS FOR INGRESS EGRESS FOR THE BENEFIT OF ALL THE o ¢=o
TOE EXISTING BOTTOM OF BANK - vl Q --------- ti6o\ ----' --_--- i III li I\ \ `� \ �� \ `\\ y ` _\` \\ / o
RUT g - \ \ w 249.12' ` \ \I ; \ \\ LOTS IN THIS SUBDIVISION LOCATED ADJACENT TO SAID EASEMENTS. THE DRIVEWAYS ARE COVERED BY z w o
x x EXISTING FENCE LINE - - - ` \\ `\ I EASEMENTS FOR PUBLIC UTILITIES AND MERIDIAN CITY SANITARY SEWER AND WATER. z z o z
i -_ I II \ \ v \ \ \\ \
_-_- zeo2 \ ` hq `��I I \ ` I I 1 10. THIS SUBDIVISION IS SUBJECT TO A LICENSE AGREEMENT WITH NAMPA-MERIDIAN IRRIGATION DISTRICT RECORDED o
OHP EXISTING OVERHEAD POWER LINE I : / - p \ Rp7 � 1 I CAMPING WORLD ° z
\ \ O AS INSTRUMENT NO. 2020-167443, RECORDS OF ADA COUNTY, IDAHO. o
FO EXISTING FIBER OPTIC LINE T PATHWAY ��
G EXISTING GAS LINE ' -
--DRIVEWAYAPPROACH it \ \\ ` \2S T°�. 00 nil
T EXISTING TELEPHONE LINE 312.54'
\_ ' PRELIMINARY PLAT SITE DATA o
\ \ '259 /111 EXISTING SIGN N N W.TASA STREET M ----2604 ' \ o I .'•:o rn' Igll a,
10'EASEMENT � � � �
` EXISTING LIGHT POLE --\ ? I "' 11�1111 rn 2 ��� � N
__ _ �, N, s, S99__I .. N 4" TOTAL SITE AREA 19.26 ACRES
---- -- SF cu c� I1114 00 I \ \ 60 349 I .;
f EXISTING POWER OR UTILITY POLE - = r _ _ _ _ _ _ \ ` I o cfi O c= c o
1 28'R 222.54' 40' _Z6o5- - i RIGHT OF WAY TAPER N fill EX. RIGHT OF WAY COMMERCIAL BUILDING LOT AREA 17.95 AC W F_ °° ..
TEMPORARY 120'HAMMERHEAD TURN AROUND m l 2soQ 48'R -��d 70, \ _InI RIGHT-OF-WAY AREA 1.31 AC _
of 24' \\ o �=DRIVEW�AYAPPROACH \\,\ 260 i 25'LANDSCAPE EASEMENT ¢_ o
\ N __ I r \ I, TOTAL LOTS 9
\\ 3 - _ _` _ \ 26o2_\ nl 5T RIGHT OF WAY a _ o0
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\\ NI \ 29,615 SF o '' 309.99 /-- n EX.51'RIGHT-OF-WAY TOTAL COMMERCIAL LOTS 9 o
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i \ 180.00' \\/ N� N 4 . 189.62 ca O
242.54' ,� --- - - \ - _ _\ a` ;; LOT AREA DATA ►� o w
c: _ \ _____ _ \_ _`\ I_ _ I CURVE TABLE
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\ -� z MINIMUM LOT SIZE 21,720 SF _
�` ' - CURVE NO. LENGTH RADIUS DELTA BEARING CHORD AVERAGE LOT SIZE 86,860 SF
i / Q 42'PRIVATE CROSS ACCESS AND UTILITY / I I :; -
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o I BLOCK 2 / o cr ,' EASEMENT-SEE NOTE 10 ON THIS SHEET `\ \\ `I- Cl 35.71 65.00 31°28'39" N16°24'39"E 35.26
N i 2 `' J DRIVEWAY APPROACH ` I " ZONING
26,052 SF y \\_ \ C2 46.91 135.00 19°54'29" N22°11'44"E 46.67
Z ' EXISTING: RUT PROPOSED : C-G
GRAVITY IRRIGATION UNDER CONSTRUCTION N g2 o� 1 � -' BLOCK 1 0. r / I
c� _ 0 6 oo o - ' /\ ,.2soa-I- :M C3 27.26 135.00 11'34'10" N6°27'24"E 27.21
I I h , � � 5 � � 4 ..� - O
189.75' QQ 58,568 SF ti°°B N o 52,916 SF N o %�I 52,774 SF N
� ry z - - - z -2605- C4 35.71 65.00 31°28'39" N16°24'39"E 35.26 I I
I c`; ( \\\ - ��o \ 10'PATHWAY o 70' o
51'RIGHT-OF-WAY C5 74.17 135.00 31°28'39" N16°24'39"E 73.24
1 °6------ --- :. 35' 35' V1 z
o i 21,718 SF �o i N i \POINT OF BEGINNING I 25'LANDSCAPE EASEMENT p
25'LANDSCAPE EASEMENT r i 40' i I 4' LANDING 5' 8' 18' 18' 8' 5' 4' LANDING
1
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0'_ \ -- // SIDEWALK 2' 16' 16' 2' SIDEWALK
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4 167.00' Lb` ��i9 215.54' % I \ <\\ ` \ - - - - -~ \ �� p Q
_ - - - - - \ 190.00'_,-\ 174.28' - - ti` h`�` o VERTCAL CUB V RTICAL CURB
- -- - - °�O I R E A J
NO°40'19"E 48.00'� - 605 ° N89°19'41"W 458.45' �� AND GUTTER AND GUTTER T
14 N89 19 1 W 388.83
v W. OVERLAND ROAD'' S00°40'19"W 3.00 0
5 1.50%
- 2% 1 2%
° / 6� In/ ti°v� W/ ENO°40'19"E 51.00'� � ,
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23 1 N89 1941 W 2661.68 a'�ss 23 2
1 BASIS OF BEARING a z 1 ASPHALTIC PAVEMENT _
a. miw 1 3/4" MINUS CRUSHED GRAVEL T �_
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1 35' 35' CD
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3 TN-C `s'3, a 1 RUT R-8 2' LANDING 5' 8' 20' 20' 8' 5' 2' LANDING
9 1 SIDEWALK 2' 18' 18' 2 SIDEWALK
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� VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER DATE ISSUED 01/27/2021
C6 1.50% 2% 2% 1.50% PROJECT NO. 190715
1 DWG.FILE 190715-P-PREL.dwg
SOUTHRIDGE SUBDIVISION SCALE AS SHOWN
1 ASPHALTIC PAVEMENT
s 3/4" MINUS CRUSHED GRAVEL
DRAWN BY KDH
�5�1 T RUN
COMPACTED 6S AB ESSUIBGRADE CHECKED BY BM
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1 TYPICAL LOCAL COMMERCIAL STREET SECTION - DETACHED SIDEWALKPREL
NOT TO SCALE - 70' RIGHT-OF-WAY S. SPANISH SUN WAY
SHEET 01 OF 01
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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, nT z aco
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T.3N., R.1 W., B.M., ADA COUNTY, IDAHO 1/4
2021 14 13
W.VERBENE DRIVE U Lu
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INTERSTATE 1-84 PROJECT SITE W _J w z 00
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ARTEMISIA SUBDIVISION <2 Q o Mo
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SITE CAMPING OF MER D ANLD ; Q Lu O z
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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 a
- - BOUNDARY LINE o _j
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ZONING �� 0
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RIGHT OF WAY LINE ¢ �
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CENTERLINE VICTORY 0� W ~ u Q -.0f6
O MIDDLE O > J a N c�
PROPERTY LOT LINE 50'LANDSCAPE EASEMENT
SCHOOL � Z� 02 co�,
————— — PROPOSED EASEMENT LINE " cu
PROPERTY SETBACK LINE - S89°36'31 E 275.30' P N87 30 50 E 335.13' I I I cn Z w _
- _ _ _ 140' I Z �PROPOSED VERTICAL CURB `ems m �`T i J U N -
I I Q coM g a �
96 WALK PATH ..... \...... ...
PROPOSED DRIVEWAY APPROACH \ I
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SD PROPOSED STORM DRAIN LINE AND MANHOLE \ 1
2s9 \ \y
SD EXISTING STORM DRAIN LINE AND MANHOLE s,` I > o II
25'LANDSCAPEEASEMENT ` 1cm �
SS�i PROPOSED SANITARY SEWER LINE _ I \\ 00
NI I VICINITY MAP z 21
SS EXISTING SEWER LINE AND MANHOLE \ NOT TO SCALE q
�-0-� PROPOSED FIRE HYDRANT rkid \ i I. N /�� a/ J Q co coo, o
❑0—GIRR PROPOSED GRAVITY IRRIGATION / ` \ a of j I W O `S aci
WT-PIRR PROPOSED PRESSURE IRRIGATION o I \\ `\ `\ \ `\ I \\ \ I "�' i Z p
ms� I' I \ \ \ / \ \ i Q Z Y - . '
�PI EXISTING PRESSURE IRRIGATION LINE �S � I � \ / � I � 140 I } z —�
\ \ I I I J U z o w
�W PROPOSED WATER LINE,VALVE,AND BLOW OFF 10'EASEMENT \ \ \ 25'LANDSCAPE EASEMENT W LLI 0, z
0-4"FS PROPOSED 4"FIRE SERVICE LINE AND VALVE \ `\ \ ` \ \ 1 I I —80' I 80' a W co o w O Q
-0-2"CW PROPOSED 2"WATER SERVICE LINE I I / i \ \ \ I I S89°5T34"E 243.86' / ' C� w
- SECTION LINE I / / ! BLOCK 1 \ \`\ \` \I IIII:. W
- - EXISTING BOUNDARY LINE I`
ti° , �-0,347 SF
EXISTING PROPERTY LOT LINE \ ` 40' \ — y
EXISTING EASEMENT LINE /
EP EXISTING EDGE OF PAVEMENT ti I \\ \\ i i i f i I I \ 1
EG EXISTING EDGE OF GRAVEL ' - I i I I I ' ` 1 I °/ ~ 3
o om�s
== EXISTING VERTICAL CURB ' — i i 1 li \ ` \ 59,401 SF I `I \ g LL w
EXISTING ROLLED CURB o i / j I I ` \ \ I \ I z =Q o a o
i i ( \ \ o \ \ O
- — -3145- — EXISTING 5'CONTOUR -'o - 5a� i \\ \\ , \ ` \ \\ \ \\I ` "' J o 0
-----3140----- EXISTING 1 CONTOUR ,w -
TOB EXISTING TOP OF BANK I _ \ \ \; - \ \ z J
—TOE— EXISTING BOTTOM OF BANK moo) o` ----- i I I ` \ -\ \ F- 2
x x EXISTING FENCE LINE z i \ \ \\ � w z o
co, I I I \ \
24'-- --- ------ 1 t+i11 ii \\ \ R �N �I \II CAMPING WORLD o m=ww
OHP EXISTING OVERHEAD POWER LINE I _ -Zso2 \� �� h'q �o `\ w}Z Z
FO EXISTING FIBER OPTIC LINE \ I ORgj I o y w
—SSMH 5.0
G EXISTING GAS LINE ' -------- ' ` \ '23 �O C.0 r
--RIM = 2602.68
co
T EXISTING TELEPHONE LINE `, O I < ��gI1I N
- 8"INV OUT= 2595.00 S- I ` IIII
-� EXISTING SIGN 10'EASEMENT N o �. ---2soa ' \ 3 98' �4 m
'I w m
W.TASA STREET,� co � I IIII 2
` EXISTING LIGHT POLE _ _ - ---\ \ zs N � �"
f EXISTING POWER OR UTILITY POLE _ `° \ ` , o . co cn N
T 60,349 SF ss - M h� - ���p � �
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40' - - - - - - z6° o I1 0 O 00
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\26 \\\\\ _2605 ° IIII N w O
m l oQ \ 7D' \ \ O o0
0i 24' \ o -� PROPOSED 8"WATER MAIN Z60`\I iii OQ o
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`\ 3 i B �°°- , -PROPOSED 8"SEWER MAIN r\ \\\ \ 26o iii Q a
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PROPOSED 8"WATER MAIN - 8'SS - -T �, 8"SS ` — \ I a J o w
----- -- - --- y T z
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/ Q SSMH 4.0 SSMH 4.1
/ BLOCK 2 RIM = 2605.13 \\ RIM =2605.63 N
_ 2 / = 42'PRIVATE CROSS ACCESS\ \ I w
/ yJ 8"INV IN = 2593.54(N) AND UTILITY EASEMENT y _ 8"INV OUT=2596.13(W)
26,052 SF y� 8"INV IN = 2593.54(E) BLOCK 1
SSMH 3.0 9 8"INV OUT=, 593.44(SW).
= 6 5 \--- /< 4 --2604-1- \
I RIM = 2595.52 A 58,568 SIF ti60a 52,916 SF \%I
8"INV IN = 2591.99(NE) y __,- - \ l 52,774 SF_2605-
a 8"INV OUT= 2591.89(S) y li \ �� Zs iu r z
1 °6 ---------a O
k - 21,718 SF SSMH 2.0 L POINT OF BEGINNING \\ 00 o J
25'LANDSCAPE EASEMENT RIM = 2590.69 1 PROPOSED PUMP STATION i x v
L 70 8 IINV NV IN T 2587.16(N) DETACHED SIDEWALK
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---= -
--
8' OUT - 58 06(S) -__<<i\ - ------------
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14 N89°19' 1"W 388.83' - - N89°19'41"W 458.45' -- - - A T W
NO°40'19"E 48.00'— a' tivp5 W. OVERLAND ROAD o8 ti6 0' �;, Zs> ENO°40'19"E 51.00' cn Lu
1/4 f-- — — — — — — —W — — W - 14 13 = Z
30"SS o
23 N89 19 41 W 2661.68 8"sS o Z
Q w BASIS OF BEARING a z 23 24
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w EX.8"SEWER MAIN T J
o cry EXIST.SSMH-1.0 li w 4w Q
a EX.8"WATER MAIN cn= w RIM =2606.45 F w
Q 8"INV IN =2583.56(N) LD L Lu
o N EX.8"INV IN = 2583.56(E)
ED
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EX.30"INV OUT=2581.97(W) o 0
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EX.30"SEWER MAIN _j rT1 z U
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DATE ISSUED 01/27/2021
PROJECT NO. 190715
E DWG.FILE 190715-P-PREL.dwg
SOUTHRIDGE SUBDIVISION SCALE AS SHOWN
3 DRAWN BY KDH
0
CHECKED BY BM
y ENGR
SHEET 01 OF 01