CC - Pre Plat Revised 2020-04-20CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
72.15
200.00
20'40'10"
N80`12'30"E
71.76
C2
30.68
200.00
8°47'20"
N86°08'50"E
30.65
C3
41.47
200.00
11'52'50"
N75"48'50"E
41.39
C4
45.03
200.00
12°54'00"
S76°19'30"W
44.94
C5
58.82
43.50
77'28'30"
N58°29'20"W
54.44
C6
71.40
200.00
20°27'20"
N931'20"W
71.02
C7
19.79
20.00
56°41'10"
N81'47'00"W
18.99
C8
5.03
274.89
1'02'50"
N52`10'20"W
5.03
C9
46.18
55.00
48°06'40"
S78°21'40"E
44.84
C10
59.00
55.00
61'27'50"
N46`51'10"E
56.21
C11
8.12
18.61
25°00'00"
S25°09'40"W
8.05
C12
16.10
20.00
46'06'50"
S59°43'00"W
15.67
C13
27.04
20.00
77°28'30"
N58°29'20"W
25.03
C14
63.01
176.50
20'27'20"
N931'20"W
62.68
C15
43.21
223.50
11'04'30"
N4`50'00"W
43.14
C16
36.58
223.50
9°22'40"
N15°03'40"W
36.54
C17
1.15
20.00
3°17'40"
S18°06'10"E
1.15
C18
14.54
20.00
41 °40'00"
S4°22'40"W
14.23
C19
53.59
55.00
55°49'20"
N2°42'00"W
51.49
C20
40.00
55.00
41 °40'10"
N51 °26'50"W
39.12
C21
66.44
55.00
69°12'50"
S73'06'40"W
62.47
C22
0.66
55.00
0°41'30"
S38°09'30"W
0.66
C23
15.69
20.00
44°57'40"
N60°17'40"E
15.29
C24
24.01
223.50
6'09'20"
S79"41'50"W
24.00
C25
26.31
223.50
6°44'40"
S73°14'50"W
26.30
C26
42.32
223.50
10°50'50"
N85°07'10"E
42.25
C27
38.31
223.50
9°49'20"
N74°47'10"E
38.27
w
w
r
LINE TABLE
LINE
EXISTING
LENGTH
L1
25.0'
7.06
ROW
w
7.06
12.0' ROW
DEDICATION
7.06
L4
N19°45'03"W3.42
3.42
L5
N34°05'20"W11.03
11.03
w
i
N34°23'10"E11.42
11.42
c�
S89°27'24"E2.94
a
L8
j N69°52'27"E8.74
j 8.74
w
ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS
� i
AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE
AT 4.
BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION
- TOP
PONDS WILL BE CONSTRUCTED IN COMMON AREAS.
14.
THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,
W N
WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
THEREOF NOT A NUISANCE -EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL
m
FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY
ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
llO
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION,
FACILITY OR EXPANSION WAS NOTA NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.
THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE
IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL
FACILITY OR EXPANSION THEREOF.
15.
PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805.
16.
ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE.
m O
PROPOSED PRESSURE IRRIGATION
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-0
ROW
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X25.00'
r
LINE TABLE
LINE
BEARING
LENGTH
L1
S0°42'14"W7.06
7.06
L2
S0°42'14"W7.06
7.06
L3
NO°42'14"E7.06
7.06
L4
N19°45'03"W3.42
3.42
L5
N34°05'20"W11.03
11.03
L6
N34°23'10"E11.42
11.42
L7
S89°27'24"E2.94
2.94
L8
j N69°52'27"E8.74
j 8.74
R/W
5.0'
CONCRETE SIDEWALK)
(PER ACHD SUP.
DWG. SD -709)
3" ROLLED CURB & GUTTER
(PER ACHD SD -702)
47.0'
33.0' _ 1
C/L
14.5' 1 14.5' I2.0'I 5.0
2% 2%
2.5" OF ASPHALT PAVEMENTS 3" ROLLED CURB & GUTTER,
SP -3, 0.50" (1/2'MIX, (PER ACHD SD -702)
PG 58-28
4" OF 3/4" MINUS AGGREGATE CONCRETE SIDEWALK
14" OF 6" MINUS PIT RUN (PER ACHD SUP.
DWG. SD -709)
33.0' STREET SECTION 47' RIGHT-OF-WAY
i^=10'
PRELIMINARY PLAT FOR
LUPINE COVE SUBDIVISION
LYING IN A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 33,
TAN., R.1W., B.M. MERIDIAN, ADA COUNTY, IDAHO
2020
QTTr T)ArPA
1.
PROJECT LOCATION: MERIDIAN IDAHO
2.
PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM
3.
PROPERTY SIZE......................................6.89 acres
4.
EXISTING ZONING....................................RUT
5.
PROPOSED ZONING................................R-8
6.
BUILDABLE LOTS.....................................26
7.
COMMON LOTS........................................4
8.
AVERAGE LOT SIZE (BUILDABLE) ......... 5,857 sqft
R/W 9.
OPEN SPACE...........................................30,140 sf.... 0.71 ACRES (10.4%)
10.
ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING
EP
REGULATIONS IN EFFECT AT THE TIME OF THE RE -SUBDIVISION
11.
BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE
IN COMPLIANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS.
0' 12,
SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN.
13.
ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS
OHP -
AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE
AT 4.
BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION
- TOP
PONDS WILL BE CONSTRUCTED IN COMMON AREAS.
14.
THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT,
WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
THEREOF NOT A NUISANCE -EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL
FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY
ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION,
FACILITY OR EXPANSION WAS NOTA NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED.
THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE
IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL
FACILITY OR EXPANSION THEREOF.
15.
PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805.
16.
ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE.
BUILDING SETBACKS:
FRONT/STREETSIDE........ 10' LIVING AREA, 20' GARAGE
(MEASURED FROM BACK OF SIDEWALK)
REAR...............................................................12'
SIDE (FOR BOTH STORIES)..............................5'
MAXIMUM BUILDING HEIGHT ...........................35'
IRRIGATION, STORM DRAIN, AND
PUBLIC UTILITY EASEMENT:
FRONT...............................................................10'
REAR...............................................................10'
SIDE..................................................................5'
SHEETINDEX
SHEET 1 - PRELIMINARY PLAT
SHEET 2 - PRELIMINARY SEWER PROFILE
ENDURANCE HOLDINGS LLC
N. McDERMOTT ROAD - -- - - - - - -
0
=N85°03'27"E 726.54'
-McFad ed_ n Drain,
1.65
APPLICANT
PLANNER
PENELOPE CONSTANTIKES
P.O. BOX 405
BOISE, ID. 83701
(208) 908-1609
\ �1
\ `1
\
C; �\
40 0 20 40 80
\
71077 11111N FEET
\ 1"=40'
0 \
\ ENDURANCE HOLDINGS LLC
\ N. McDERMOTT ROAD
5
0 46,10 A" �, \
N
JL5` X01 \
�rn \
A (5)
LAND SURVEYOR
NATHAN J. DANG
ACCURATE SURVEYING & MAPPING
1602 W HAYS ST, STE 306
BOISE, ID. 83702
(208) 488-4227
OWNER
GENNIE & JUSTIN FISHBURN
4902 N. PIERCE PARK
BOISE, ID. 83703
(208) 353-1301
VICINI'T'Y MAP
ill= 800'
GENERAL LEGEND
APROPOSED FIRE HYDRANT
a0 PROPOSED BLOW OFF
FOUND 3 1/2" BRASS CAP
MONUMENT IN ASPHALT
FOUND 2" ALUMINUM CAP
AS NOTED
• FOUND 5/8" IRON PIN,
WITH PLASTIC CAP, AS NOTED
+eM BENCH MARK
FER ELECTRIC METER
TR TELEPHONE RISER
MW MONITORING WELL
f UTILITY POLE
0 GATE POST
o BOLLARD
TEST PIT
CONIFEROUS TREE
( 0 ��� 3 DECIDUOUS TREE
8 ORIGINAL PLATTED LOT NUMBER
APPLE VALLEY SUBDIVISION
- - 1738.36' -
-------------------
CIVIL ENGINEER
DERRITT KERNER, P.E.
ROCK SOLID CIVIL LLC
270 N. 27TH STREET
BOISE, ID 83702
(208) 342-3277
C-1/4
CORNER
SECTION 33
CP&F No.
106023324
CALL BEFORE YOU DIG!
CALL DIGLINE INC.
PRIOR TO COMMENCING
Know,.marsbekw. UNDERGROUND WORK
Call before You div. 208-342-1585
- -
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EA SEMEN T
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FENCE
EP
EP
EDGE OF PAVEMENT
-
EDGE OF ROAD
OHP
-
OHP -
OVERHEAD UTILITY
- TOP
- TOP
TOP OF SLOPE
TREE LINE
CONCRETE
BUILDING
S
PROPOSED SEWER MAIN
W
PROPOSED WA TER MAIN
GI
PROPOSED GRA VI TY IRRIGA TION
PI
PROPOSED PRESSURE IRRIGATION
® PROPOES
GA TE VALVE
APROPOSED FIRE HYDRANT
a0 PROPOSED BLOW OFF
FOUND 3 1/2" BRASS CAP
MONUMENT IN ASPHALT
FOUND 2" ALUMINUM CAP
AS NOTED
• FOUND 5/8" IRON PIN,
WITH PLASTIC CAP, AS NOTED
+eM BENCH MARK
FER ELECTRIC METER
TR TELEPHONE RISER
MW MONITORING WELL
f UTILITY POLE
0 GATE POST
o BOLLARD
TEST PIT
CONIFEROUS TREE
( 0 ��� 3 DECIDUOUS TREE
8 ORIGINAL PLATTED LOT NUMBER
APPLE VALLEY SUBDIVISION
- - 1738.36' -
-------------------
CIVIL ENGINEER
DERRITT KERNER, P.E.
ROCK SOLID CIVIL LLC
270 N. 27TH STREET
BOISE, ID 83702
(208) 342-3277
C-1/4
CORNER
SECTION 33
CP&F No.
106023324
CALL BEFORE YOU DIG!
CALL DIGLINE INC.
PRIOR TO COMMENCING
Know,.marsbekw. UNDERGROUND WORK
Call before You div. 208-342-1585
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S�ONAL FNc
CENSE' /y
Project No. RSC 19-44
Drawn By: JEC
Date: April 8, 2020
Sheet No.
1
1 of 2