PZ - Site Plan ■
CU SITE PLAN FOR � �; co
-- 28 :'�� JUMP CREEK 4PLEXES N
UNPLATTED �_ ,� uj
00 :LOCATED IN THE NE 1/4 OF THE NE 1/4 OF z
THE SE 1/4 OF SECTION 28, T.4N. R.M, B.M. G� Z
`'. MERIDIAN, ADA COUNTY, IDAHO
_ _ _ - - - - ----- -- -- - -- -- -- S-8-9'21'48"-E 411.83' 1N-�f-- ----------- ------
2019
115.66' 88.00' 54.67' 74.00, 54it - 25.00' 00'
-------------- ------------- -------------------------------------- ----------------------------- LLI
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1 $ 1� BLOCK 16 } ; I IILU
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I P P 8
�`? w 7,733 sf w I,I ----__ ______ I O I BAINBRIDGE ;z o m
I I 11,596 sf N - 4,804 sf w. I COMPTON BAIN RIDG
I o I 04 a Do P P N _I 4,800 sf 1 i SUB N0. 2 SUB N0. 1 CONNECTIONS L� ° o
C2) I I 3 i� 100
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- O 00 I
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I I I I N o i BUILDING z z BUILDING z ------ ---- z I i i I 00 �J (� a m
BUILDING
1 00 AREA: BUILDING AREA: I P I - I I 1 I ' CO MERIDIAN CITY LIMITS \ LT
TYPE B I ______ ____ I AREA:
6,672 sf 7,708 sf I - I I c�
I I 2-1 A AREA: Iq 7 708 sf U PROJECT o
JUMP CREEK SUBDIVISION Z I TYPE A --_ P - i o Z ao z
7,708 sf TYPE B I �,���- I a o _,
NO. 3 I23'— 3-1 A 2-1 B i TYPE B I w SITE m VAAL E:
I P I 2-1 A I �I Q N ` ATNfBRIDG `azoN �SG\STF ,Nc�
I I I 14.40 Lo 8' I ---- - I I I NI W WES- J BAINBRIDGE HE.,S SUB
Q- O c3
I I I I I --- -------- --- Ja I " I I I m T TAP Lq RAL SUB N0. 3 N10. 1 N
I -88.00'---------- ++LE---
-- --54.6T---- - P I S89'21'48 E I �
S89'21'48"E 157.07'
l I 54.74' I in 1 p LL
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W. JOSEPH DRIVE _____ y 10 I w ^ I y m O ,� JUMP CREEK IC��
- -- - �� - — — — _______I �� 1 0 0 � I U SUBDIVISION H_ CHECKED BY.
— - ----------------��--I-r Z N 1 Q V) NO. 3 I�C / DAV'ID A. BAILEY P.E.
31,159 sf L______________1_ I I` 3 I J SO IU VICENZA SUB
S66-27'38"W
D B DRAWN B
- � 28.79' �� 1 - I I I I I I I I I I I I I I
rn
I I I I r���l DD I I I I I I I I I I I I I I I I N I C
Ni Pi Pi Pi Pi �\\�1 � i Pi Pi Pi Pi Pi Pi Pi Pi P Pi Pi Pi Pi Pi P i 1 oo i I \
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S89'21 48 E 279.79
- -- ----------------93.84'-----'-'----- - ----- 88.00'----------- I SUBDIVISION
--------. - ----------- ----97.95----------1
\ BUILDING BUILDING 10' ' JUMP :H EK
I TYPE A AREA: TYPE B AREA: I BUILDING I s SUBDIVISION MERIDIAN CITY LIMITS
I TYPE B
JUMP CREEK SUBDIVISION \ AREA I N0. 1
3-1 B N 7,708 sf 2-1 q � 7,708 sf I � 12,544 sf
N0. 3 I � 8,872 sf � w 2-1 B I �o
00 r'' -- � I COMMON I I
I I I I °D `f o0 N I 0_
10' 1— o °�' o °,.' I l ___ BLACK CAT 0
I I ESTATES N0. w
I I Z I I 02
10 i i i w N 12 11 1 O S45'30'59"W 48.00' .1 4
O 0
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0) w 8,791 sf 6,981 sf 7,552 sf 28.79' 1 - N o
VICINITII' MAP La
I I I L ------- ---------- ----- ------------------------------ -------------------------- I W
I I
BLOCK!I 115 1 105.56' 88.00' 77.79' I I 1" = 500' Z
S8929'11"E 271.35'
I I I I
-------------J L-------------
J I '^ •
212.39' 1 0
C1 N89.29'11"W 212 39' �I DEVELOPMENT FEATURES SITE FEATURES
U
I
I W �J
ACREAGE BUILDINGS L
I N50.05'29"W S45•30'59"W I TOTAL PARCEL-2.20 ACRES
I
16.99 19.42' I TOTAL LOTS-9 7-4PLEX UNITS
W.. MALTA DRIVE 1 BUILDABLE LOTS- 7 TOTAL DWELLING UNITS-28
- - - - - - - - - - - COMMON LOTS-2 TYPE A UNITS (3 BEDROOM, 2 BATH)-2
- I
- I TYPE B UNITS (2 BEDROOM, 2 BATH)-5
' U ZONING
I EXISTING-R-15 PARKING j
I PROPOSED-R-15 REQUIRED SPACES: 56
/ I Q I SPACES PROVIDED:65
J 1 r j SEWAGE DISPOSAL ADA SPACES REQIIRED: 3
m MERIDIAN CITY SEWER ADA SPACES PROVIDED: 4 W
OQ��G 1 CV INCLUDES 2 VAN ACCESSIBLE SPACES
Z BICYCLE PARKING REQUIRED: 3 SPACES
WATEIR SUPPLY BICYCLE PARKING PROVIDED: 1 RACK WITH 5 SPACES 2
MERIDIAN CITY WATER
11 o
TRASH
I CITY ONE 12'x12'SCREENED ENCLOSURE
---------------
----------------
O MERIDIAN CITY O
7 JUMP CREEK SUBDIVISION ; ,� I i FIRE ACCESS J• I 1 1 \\` I N SCHOOL DISTRICT ALL CURVES MIN 28' INSIDE/48'OUTSIDE. w
C-I\O ' C- 1 NO. 3 IIMERIDIAIN SCHOOL DISTRICT#21 BLOCK �C) ��'� �; to AMENITIES I ' I
NI FIRE DISTRICT SEELANDSCAPE FLAN FOR DETAILS
MERIDIAN >
r�,( SIGNS I ' I
OV IRRIGATION DISTRICT SEE_ LANDSCAPE FLAN FOR DETAILS �++
g�
LEGEND SETTLERS IRRIGATION DISTRICT LIGHTING
BOUNDARY -- -- -SHIELDED PARKING AREA LIGHT STANDARDS
------- i ,� I - LIGHTS AT ENTRIES ON EACH BUILDING
1 LOT LINES
ROAD CENTERLINE -
RIGHT OF WAY
LOT NUMBER Q OWNER SURVEYOR
LOT AREA IDAHO SURVEY GROUP
NOTES: BLOCK NUMBER BLOCK 7 1977 E OVERLAND RD 9955 EMERALD ST. O
1. STORM DRAIN WATER FROM PARKING AND BUILDINGS WILL BE ROUTED TO SAND AND GREASE TRAPS AND STORED AND MERIDIAN, ID 83642 BOISE, ID 83704
INFILTRATED IN SEEPAGE BEDS AS SHOWN. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. EASEMENT (208)846-8570 J 2. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. THIS SUBDIVISION WILL BE SUBJECT TO 28127 NEW CHAIN LINK FENCE — DEVELOPER
ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 33134 CURB GUTTER SW TRILOGY DEVELOPMENT ARCHITECT
3. SLOPE OF SITE IS SUFFICIENT TO PROVIDE MINIMUM 0.4%GRADE AT ALL GUTTER FLOW LINES AND 1%ACROSS ASPHALT STREET NAME W. ASHTON DR. SHAWN BROWNLEE THE ARCHITECTS OFFICE PLLC
SURFACES. 9839 W CABLE CAR ST., SUITE ROB TEBEAU
HANDICAP RAMP �' 101 499 MAIN ST.
2 1/2" ASPHALT 4. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. REFERENCE FIRM PANEL SEWER LINE s s BOISE, ID 8:3709 BOISE, ID 83702 f�
4" OF 3/4" MINUS CRUSHED 16001C0140H EFFECTIVE 02/18/2003 WATER LINE W W (208)895-8858 (208)343-2931 J
AGGREGATE
5. ALL COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE JUMP CREEK NO.4 OWNERS ASSOCIATION OR IT'S STORM DRAIN LINE so so —
ASSIGNS. PRESSURE IRRIGATION I, ENGINEER DATE:
12" OF 6" MINUS PIT RUN (PARKING) DAVID A. BAILEY, P.E. 08--12-2019
0000 14" OF 6" MINUS PIT RUN 6. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THIS CITY OF GRAVITY IRRIGATION BAILEY ENGINEERING, INC. PROJECT:
(APPROACH AND STREET REPAIR) MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. FLOW ARROW 1119 E STATE ST, SUITE 210 C2013-024
PRIVATE ROAD SECTION 7. MERIDIAN WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. FIRE HYDRANT EAGLE, ID 83616 30 0 15 30 60 —S H E E T
NOT TO SCALE CATCH BASIN (208)938-0013 1
STREET LIGHT a-* SCALE IN FE:ET _
1" = 30' �r' up
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I4 4 I CHECKED BY:
DAV'ID A. BAILEY P.E.
—SSMH D-6 I \
DRAWN BY:
DAE3/BEB
I I I I I TYPE A TYPE B TYPE B I � 9 I
JUMP CREEK SUBDIVISION
NO. 3 \\� 111 3-1 B 2-1 A 2-113 IIII I
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2547 2547 d
N Curve Table
00 Curve Radius Length Chord Bearing Delta I�
W
N M 0 N C1 635.00' 75.75' 75.70' S87.05'46"W 6.50'05"
3 INS ••
2544 3 N ``' ~ 2544 C2 125.00' 145.86' 137.73' N40'44'04"W 66'51'33"
3 LW N W Z CIOQ N O C3 87.00' 76.57' 74.12' S65.25'26"W 50.25'31"
Z zoo ao It NH � >
t0 1100 It ^ O M N N ? C4 125.00' 35.57' 35.45' N15'27'24"W 16'18'14" IL.IL
O -t 00 O)
04
O C T- - N 00 N N u7 C5 125.00' 72.78' 71.76' N40.17'19"W 33.21'35" O
254 C M N N I ( � N 2541 C6 125.00' 317.51' 37.37' N65'33'59"W 17'11'44"
+ D + lN cV ? 2N Z Z =p � �i J
N = o0N ? ? O �Q •• > >> FINISHED / \ L�� N � >> > NN z_ z_ z_ GROUND L�
01Y) W EE Z z z i 8" PIRR CROSSING \
253 — 18" MIN 2538 w
l0000000 / EXISTING LEGEND W
GROUND Q
- � BOUNDARY ------
114 LOT LINES U
253 8 2535 ROAD CENTERLINE - -- -
12" SDR-355 RIGHT OF WAY
G—IRR CROSSING LOT NUMBER (D
LOT AREA 6,500sf
2532 2532
BLOCK NUMBER BLOCK 7
1 " MIN EASEME14T ---------------- O
58 LF 8H PVC 00.60% NEW CHAIN LINK FENCE - -
•40% 2 262 F C-C CURB GUTTER SW LL I
5 LF 8 PVC 00 J
STREET NAME W. ASHTON DR.
252 2529 HANDICAP RAMP
SEWER LINE s— •
WATER LINE W— W
STORM DRAIN LINE S— SD
PRESSURE IRRIGATION PI
252& 2526
GRAVITY IRRIGATION DATE:
FLOW ARROW - 08•-12-2019
SEWER LINE E PROFILE FIRE HYDRANT 14
PROJECT:
HOR: "=30' CATCH 13ASIN C2013-024
=
VER: 1"=3' STREET LIGHT mIE 30 0 15 30 60 SHEET
251+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+6023 SCALE IN FEET _
1" = 30' �r' up �zm