PZ - Lupine Exhibit CURVE TABLE LINE TABLE
CURVE LENGTH RADIUS DELTA I CHORD BEARING CHORD LENGTH LINE BEARING LENGTH PRELIMINARY PLAT FOR
W. McMILLAN ROAD
Cl 30. 200.00 20'40'1 0" N80'12'30"E 71. Lt SO'42'14"W7.06 7.06 LUPINE COVE SUBDIVISION
C2 30.68 68 200.00 847'20" N86'08'50"E 30.65 65 L2 SO'42'14"W7.06 7.06
0
C3 41.47 200.00 11'52'50" N75'48'50"E 41.39 L3 NO'42'14"E7.06 7.06
n
C4 45.03 200.00 12'54'00" 57619'30"W 44.94 L4 N19'45'03"W3.42 3.42 LYING IN A PORTION OF THE SW 1/4 OF THE NW 1 /4 OF SECTION 33, `a
�
C5 58.82 43.50 77'28'30" N58'29'20"W 54.44 L5 N34'05'20"Wll.03 11.03
C6 71.40 200.00 20'27'20" N9'31'20"W 71.02 L6 N34'23'10"Ell.42 11.42 TAN., R. 1W., B.M. MERIDIAN, ADA COUNTY, IDAHO >
C7 19.79 20.00 56*41'10' N81'47'00"W 18.99 L7 S89'27'24"E2.94 2.94 2020
C8 5.03 274.89 1'02'50" N52'10'20"W 5.03 L8 N69-52'27"E8.74 8.74
C9 46.18 55.00 48'06'40" S78'21'40"E 44.84
CIO 59.00 55.00 61.27'50" N46'51'10"E 56.21 1. PROJECT LOCATION. MERIDIAN IDAHO SITE DATA BUILDING SETBACKS: w, cq PROJECT SITE
C11 8.12 18.61 25'00'00" S25'09'40"W 8.05 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM ?Y D7g BOND
FRONT/STREETSIDE........10' LIVING AREA, 20' GARAGE 41v
C12 16.10 20.00 46'06'50" S59'43'00"W 15.67 3. PROPERTY SIZE..............._...................6.89 acres (MEASURED FROM BACK OF SIDEWALK)
4. EXISTING ZONING....................................RUT N
28'30' N58'29'20"W 25.03 REAR...............................................................12'
C13 27.04 20.00 77
5. PROPOSED ................................R-8
C14 63.01 176.50 20'27'20" N9'31'20"W 62.68 6. BUILDABLE LOTS.....................................26 SIDE (FOR BOTH STORIES)..............................5'
7. COMMON LOTS........................................4 MAXIMUM BUILDING HEIGHT...........................35' ti
C15 43.21 223.50 11'04'30' N4'50'00"W 43.14 8. AVERAGE LOT SIZE(BUILDABLE).........5,857 sgft o
C16 36.58 223.50 9'22'40" Nt5'03'40"w 36.54 9. OPEN SPACE...........................................36,558sf....0.83 ACRES(12.05%) '
R/W 47 0' R/w 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING w0 W. McMILLAN ROAD
C17 1.15 20.00 3'17'40" S18'06'10"E 1.15 REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION ° � o
23.5' 23.5 IRRIGATION, STORM DRAIN, AND V M
C18 14.54 20.00 41'40'00" S4'22'40"W 14.23 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE 2 w o n
1 33.0' _ IN COMPLIANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS. PUBLIC UTILITY EASEMENT E - m E
Ct 9 53.59 55.00 55'49'20" N2'42'00"W 51.49 C/L 2.D' 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN. Q o� N 0.
2.0' 5.0' 2.0' 14.5' 14.5' 2.0' S.0' 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS FRONT...............................................................10' > . m '>
C20 40.00 55.00 41*40'10" N51'26'50"W 39.12 w o 'u
AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE J ❑ o -o
C21 66.44 55.00 69-12-50" S73-06'40"W 62.47 FLAT 2% 2% FLAT BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION REAR...............................................................10' 0 v '. o
4:1 �- 4.•7
C22 0.66 55.00 O'41'30" S38'O9'30"W 0.66 PONDS WILL BE CONSTRUCTED IN COMMON AREAS. SIDE..................................................................5' VICINITY MAP " 0 u
CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, Y a o
C23 15.69 20.00 44'ST40" N601T40"E 15.29 3" ROLLED CURB & GUTTER N v
(PER ACHD SUP. SP-3, 0.50" (1/2") Mix, (PER ACHD SD-7o2) WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION SHEET INDEX 1"- g00'
PG 58-28 THEREOF NOT A NUISANCE-EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL rn u
C24 24.01 223.50 6'09'20" S79'41'50"W 24.00 DWG. SD-709) CONCRETE SIDEWALK �/ c c O
a" OF 3/4" MINUS AGGREGATE (PER ACHD SUP. FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME NUISANCE, PRIVATE OR PUBLIC, BY SHEET 1 - PRELIMINARY PLAT Y "w Z
C25 26.31 223.50 644'40" S73'14'50"W 26.30 3" ROL(PDRCACHD&SDU702)TTER14" OF 6" MINUS PIT RUN DWG. SD-7os) ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES SHEET 2 - PRELIMINARY SEWER PROFILE V m o
C26 42.32 223.50 ,0'So'S0" N85'07't0"E 42.25 33.0'STREET SECTION 47'RIGHT OF RAY AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1) YEAR, WHEN THE OPERATION, w
FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. GENERAL LEGEND
C27 38.31 223.50 9-49'20" N74-47'1 O"E 38.27 =10' THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE 0 u
IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL - - BOUNDARY LINE Ir
FACILITY OR EXPANSION THEREOF. - - SECTION LINE
29 28 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805. PARCEL LINE
, 2 3 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE. - - _ -
_ - EASEMENT N o � F- CD
ENDURANCE HOLDINGS LLC FENCE Z o N
N. McDERMOTT ROAD - - - - - - - - - - - - - - - - -� \\ EDGE OF PAVEMENT w w m �
EDGE OF ROAD o � LLJ w0w0
- N a 1 LLJ
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o OVERHEAD UTILITY a V% O � z
- - - - - - - - - r- -- v o .--�-�"� \ TOP OF SLOPE v1 z w oz C) z
_ _ - - - - - - - - - - \ TREE LINE w Q = U) >-
M
p Z
I � _ _ _ - - - - McFadden Drain D�
_ _ D \ CONCRETE w ¢ z ¢ ti
! `" - - - -- - N85'03'27"E 726.54 �. �.65' rl c, J
s \ = Q
�z o BUILDING n o w �
In - - �� �1a \ \ c1) zUJ � - � m5
\ PI CL
S PROPOSED SEWER MAIN z Q = w J Q w U
D'o 23.61' 23.61' ?s^> \ MAINt- Ln S w w
135. 8 M HISTORIC PRE t5 _58.08' 35p \ _GI- PROPOSED GRAV- PROPOSED � IRRIGATION o w o Q U � w O
a DEVELOPMENT 46,100 S.F. __�77.70 -PI' 40 0 20 40 80 z �_ O = 1n
12.04' m v n !„� DISCHARGE 54.25'- - - - - -- - -j \ N �\ PI PROPOSED PRESSURE IRRIGATION w v 0 -� w ~
o %524 I I TO DRAIN _51.69'--PI - - - / N 50 cf POO N3 \ O 0 O Cn c�i1 -' ~ U
E ISTINc mm O I 7%so' - _ - r - M \ M ME SCALE IN FEET w o ° w o
25.0' c� -�Z - 1 u_ r (n w Y
i� 0 z 4 I - I / ai 65� EP`� \ ® PROPOES GATE VALVE = O
0 50.23' 0 \ P\N 1 =40 B O O C;l
ROW o 6,731 S.F. _. 50.23'-PI - - _- - - -I I I m / 3 \ P. OR \ w EE z � 0 z ~ �'-
_ - PI-83.98'- - - - c m Og 0_ \ \ A PROPOSED FIRE HYDRANT
12.0' ROW I r ARTESIAN FED GAZEBO n I / \ \ \
DEDICATION I OPEN STREAM a 3 5,151 S.F. / `�
100.46'-�:;�q I I j ''''} O1 7 io 9 PROPOSED BLOW OFF
-PI-�- _ - - - 1 23.5 3.5' I rn 3 M / \ \ BO
I 35.16' -
I -" o I 'n O I ` n _ _ - J �n 7.630 S.F. \\ \
I I, a I a o 5 ■ 3 roi 5,161 S.F.
I c j I 3 O M 5,052 S.F. n y L \\ FOUND 3 7/2" BRASS CAP
O4 a m O4 7,204 S.F. N v CZ MONUMENT IN ASPHALT
5,665 S.F. j o O5.
a r o M ., :° n O /\ �9 \ FOUND 2" ALUMINUM CAP
j 4,980 S.F. a O j 3 5,453 S.F. N f;� �.vJaA o ■ 2p "E
3 m o J n \ \ hqS \ AS NOTED
U I_ - - - _ - - -- _ 3 M O 1JJ C22 �N�O
6,142 S.F. M G7S / \o \ • FOUND 5/8" IRON PIN,
co I - N89'27'24"W 100.00' I- - - W p0' N o D y STO M L - -I 40 76' / O \' N \ WITH PLASTIC CAP, AS NOTED
m r _S80'0553" 85. N I ° WAt R 51.93'� --�-! / QR�• \
a o 0 _J 48.34 1p
BENCH MARK
u- w 0 0 j O h-0 I - o i� C -- --- �W 7 ' rn 10 \
O M I n a j 4,500 S.F. < I m ELECTRIC METER
o �� S I c3S \ TELEPHONE RISER O
a ( O -- 0 Ol 61' W N82'46'31"E 166.80 -� C i �i 5,314 S.F. \
nM L - - - - J z t � � 26' -- - S S o
m a I 5,076 S.F. I u� I 5,782 S.F. j �\ , �/ A - / / E 9g9 w, \ MONITORING WELL Cn
O - N89'27'24"W 100.00'. L AA C g S`' -�� / „`p51" � ' \\ Q
z IQ00 o J 53 w C/3 \ G Ni0 \ ro v. \ UTILITY POLE > J
" C12 �� - - L v \ oo_ \ GATE POST
UA
o �, I ,=,zr I M � /�
� rr1 I r }-n - ? AZ S �- 79.78' - \ £ -1 m
160'5$ / \ _ - - \ \ \ 11 \ BOLLARD
~ - L / 2� `` NE \ C11 - - \ \ \ cr7 5,00o S.F. \ ENDURANCE HOLDINGS LLC TEST PIT
U z O Y 5,437 S.F. << P, ,l, \ `
r1 LS a / tip/ W N6952 �P\\ ` �\ \ "7F rn� \ \ od „ \ N. McDERMOTT ROAD Lu Q
m F, \ \ ' 45�" \ 15 \ CONIFEROUS TREE
10 O -T ----- 80.00' - 5 �� `•p. \ _\'��� \ !y \ 6,818 S.F. �''- \ \ �O'1 1� •\ DECIDUOUS TREE
�C7 \\ Niy v� N \\oo0 46,100 S ' \\ C)
\ u - W LLI
N89'2T24"W 164.94' IN C2 1 S C3 226V�CS / z, �A \\ �• 12 \ s s \ � ryo
in -S I I S , , V A�0 I - � Afix 11 \\ \� \\ 5,000 S.F. s� ° \ APPLEORIGINAL PLATTED VALLEY SUBDIVISIONMBER
L8 I o 06,, 13.924 S.F. 1 5ti \ f� 0 l.E 10 i •o `p o- \ J
� 5
/ � 28s4' - --45.00' 45.00' Cgs
I( v
v 1 1 - 1 2 o
'-n G PROP ��•\ iv L4 13 1
o I o� iv a �' N n PUMP \ m 5,431 S.F.
O n rn o F O .�'-' O w O w O o STATION \ ;� o \ >� \ McF P
<o ao m O I o O I I io I w z o v \ ` °' - - 8`� 6P g5 E
rn 0 3 rn 4 I I w 5,413 S.F. I N 6,041 S.F. N 5,561 S.F. n 6,161 S.F. \ z { OFtP\N ---�. o E
( 3,353 S.F._ I O
4,359 S.F. m J - - - - -a 27
4, .F. 4,420 S.F. 4,818 S.F. M o o M f'a}�Wp.N N89'17'46"W 67.02' 1 \
a M M M z z o JJ TEMPORARY \ - _S85'09'01"W 106.5T- - 5pp
00 0 I I I z TURNAROUND \\ .a
12.0'1 ROW I / 0 M M M a n o L
I�� ? z z z Z I 1 1 G
Be DEDICATION
10 0 14 n \ n
1 EXISTING __I_ - - _ I I - - J L - - - - - J !- - - - I - - - -J z2,246 S.F. °' :.�..'_f_
2OW I I I I I y 1
\ \ ASS\ONAL fNc
sus o S.F. \
I . . _• �F �cENSEo /yF
ROW - - - -� - -
25.00' 12.U'�35.00' P1=45.00'=G1 45.00 P1=45.00' 45.00'=q 44.00' P1-44.00' 44.00'-GI 44.00�P1 G PI L1 \ _ c^
a3 32 ;3 . ._ _ - - - - 24sss _ . _ eo � _ � - -
PI
1738 36'
N 89'1 T 46"W 874.36' 23.50' r qn
17 8
-- - -- ----------- - - - BASIS OF BEARING - O 15 i' Wo
- --------------------------------------
---- - /-- -------------------------- -------
�_ N89'17'46"W 2637.72' --- - ----------------------- - --- --` -----1 -' ------------------------------------- -- S C�ON 33 O TFIaF \1 `b
w A �twt /WAn7 CP&F No. RITT
-�- APPLE VALLEY SUBDIVISION 106023324
O TRACT 1 O Project No. RSC 19-44
a
8
( O Drawn By: JEC
APPLICANT LAND SURVEYOR OWNER CIVIL ENGINEER /�yyyy..�� Date: May 14, 2020
PLANNER NATHAN J. DANG GENNIE & JUSTIN FISHBURN DERRITT KERNER, P.E. CALL BEFORE YOU DIG!
PENELOPE CONSTANTIKES ACCURATE SURVEYING & MAPPING 4902 N. PIERCE PARK ROCK SOLID CIVIL LLC CALL DIGLINE INC. Sheet No.
P.O. BOX 405 1602 W HAYS ST, STE 306 BOISE, ID. 83703 270 N. 27TH STREET PRIOR TO COMMENCING
BOISE, ID. 83701 BOISE, ID. 83702 (208) 353-1301 BOISE, ID 83702 UNDERGROUND WORK
(208) 908-1609 (208) 488-4227 (208) 342-3277 CBbhalaelwft 208-342-1585
1 at 2