CC - Pre-plat CURVE TABLE LINE TABLE
CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH LINE BEARING LENGTH PRELIMINARY PLAT FOR
C1 72.15 200.00 20*40'10" N80°12'30"E 71.76 L1 S0°42'14"W7.06 7.06 W. McMILLAN ROAD
C2 30.68 200.00 8°47'20" N86°08'50"E 30.65 L2 S0°42'14"W7.06 7.06 LUPINE COVE SUBDIVISION
C3 41.47 200.00 11°52'50" N75°48'50"E 41.39 L3 NO'42'14"E7.06 7.06 0
LYING IN A PORTION OF THE SW 1/4 OF THE NW 1 /4 OF SECTION 33, co
C4 45.03 200.00 12°54'00" S76°19'30"W 44.94 L4 N19°45'03"W3.42 3.42 N
C5 58.82 43.50 77'28'30" N58°29'20"W 54.44 L5 N34°05'20"W11.03 11.03 0 a
0 N9°31'20"W 71.02 L6 N34°23'10"E11.42 11.42 R. 1W. > B.M. MERIDIAN ADA COUNTY, IDAHO >C6 71.40 200.00 20°27'2 TAN.) >
C7 19.79 20.00 56*41'10" N81'47'00"W 18.99 L7 S89°27'24"E2.94 2.94 2020 (D
C8 5.03 274.89 1°02'50" N52°10'20"W 5.03 L8 N69'52'27"E8.74 8.74 L L N
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 SITE DATA BUILDING SETBACKS: w PROJECT SITE
C11 8.12 18.61 25°00'00" S25°09'40"W 8.05 1. PROJECT LOCATION: MERIDIAN IDAHO �qZy D 0
2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM FRONT/STREETSIDE........10' LIVING AREA, 20' GARAGE XgMOND �N
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 a
C13 27.04 20.00 77°28'30" N58°29'20'W 25.03 REAR...............................................................12 N � "t
5. PROPOSED ZONING................................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 , J
C15 43.21 223.50 11°04'30" N4'50'00"W 43.14 8. AVERAGE LOT SIZE(BUILDABLE).........5,857 sgft MAXIMUM BUILDING HEIGHT...........................35 0
C16 36.58 223.50 9°22'40" N15°03'40"W 36.54 R/W R/W 9. OPEN SPACE...........................................36,558 sf....0.83 ACRES (I2.05%)
47.0' 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING �u > N
C17 1.15 20.00 3*17'40" S18'06'10"E 1.15 0 W. McMILLAN ROAD c N
23.5' 23.5' REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION U o 0
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 IRRIGATION, STORM DRAIN, AND V m
1 33.0' _ IN COMPLIANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS. PUBLIC UTILITY EASEMENT: z v o
C19 53.59 55.00 55'49'20" N2°42'00"W 51.49 C/L N
2.0' 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN. a a; M o
2.0' 5.0' 2.0' 14.5' 4.5' 2.0' 5.0' 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS FRONT.............................. ° 'T --
C20 40.00 55.00 41°40'10" N51°26'50"W 39.12 10 > m m
AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE
72
A FLAT FLAT 4. BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION REAR...............................................................10' o o
C21 66.44 55.00 69°12'50" S73°06'40"W 62.47 1 2% 2% J N
C22 0.66 55.00 0'41'30" S38'09'30"W 0.66 PONDS WILL BE CONSTRUCTED IN COMMON AREAS. SIDE..................................................................5' �;, n
C23 15.69 20.00 15.29 CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTER 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHT TO FARM ACT, VICINITY MAP 0 - a o
44 57 40 N6017 40 E (PER ACHD SUP. SP-3, 0.50 (1/2 ) MIX, WHICH STATES. AGRICULTURAL OPERATION AGRICULTURAL FACILITY OR EXPANSION
C24 24.01 223.50 6°09'20" S79°41'50"W 24.00 DWG. SD-709) (PER ACHD SD-702) SHEET INDEX n ' L v 3
PG 58-28 CONCRETE SIDEWALK THEREOF NOT ANUISANCE-EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL 1 - BOO i t 3
4" OF 3/4" MINUS AGGREGATE FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY � o O
C25 26.31 223.50 6°44'40" S73°14'50"W 26.30 3" ROLLED CURB & GUTTER (PER ACHD SUP. SHEET 1 - PRELIMINARY PLAT v z
14" OF 6" MINUS PIT RUN ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES °'
(PER ACHD SD-702) DWG. SD-709) AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR, WHEN THE OPERATION, SHEET 2 - PRELIMINARY SEWER PROFILE
CD
C26 42.32 223.50 10*50'50" N85°07'10"E 42.25 33.0'STREET SECTION 4T RIGHT-OF-WAY ( ) V w
1°=10' FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. GENERAL LEGEND
0
C27 38.31 223.50 9°49'20" N74°47'10"E 38.27 THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE
IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL u
FACILITY OR EXPANSION THEREOF. - - BOUNDARY LINE
29 2H 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805. - - SECTION LINE
,'S2 3 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE. PARCEL LINE
_ - - EA SEMEN T w
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ENDURANCE HOLDINGS LLC - - - - - -- _- _ _ -\\ FENCECS o z
N. McDERMOTT ROAD - - -- - - - _ - EP EP EDGE OF PAVEMENT U5 w w o -
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w - U,�-- - EDGE OF ROAD � w CD
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o OHP - OHP - OVERHEAD UTILITY z � o w
�_ o - TOP - TOP TOP OF SLOPE ¢ z_ � C)
o - - - - - p ain rn� TREE LINE � zwcnow
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N� _ - - - - - - -_ _ McFodde_ n �r >0 \ o - z
w N - 2520 �N85'03'27"E 726.54 531.65'- mo ` \ 0-1 IRS
�• I CONCRETE = Q cn Q w J
2522 o �'-
- 2518 2518 2516 -� \ BUILDING ~ z LLJ
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pD = _ \ i v� a w > J w
o D'o 23.61' 23.61' -- 2520 __
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_ \ \ S PROPOSED SEWER MAIN z Q �_ w � w C_ C
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2522 _ -�
w ___ m7=135.62' 2518 - HISTORIC PRE �' 15 ' 5808' \ W PROPOSED WATER MAIN <C z o J C w w
IT - n� _ - - - - GI PROPOSED GRAVITY lRRIGA TION Q x
D - 2520 N DEVELOPMENT wv� 46,100 S.F - 77.70' -PI - 1 35' \ w w w U J
cn ao ( 40 0 20 40 80 0 CD `� O
12.04' mD- r� o- DISCHARGE - - - Q z = U = N
�0 24 =1L TO DRAIN 51.69' 54.25'- V V ^ \ \ \0 QEN �� PI PROPOSED PRESSURE IRRIGATION w z w o J w ~
EXISTING - cn rn m 'n - - / �v 50• PO % \ O U U5 O L Y
25.0' N a-�Z - -PI 71.80 / $C ET ® PROP GA TE VALVECD
M
50 - ^ \\ \� 85 M�PSEMEN \ ALE I N F E OES w � w N o 0
w ROW I o_ �78�5� 0 3 p\N '
50.23'-PI - / 3 OR \ 1 =40 cn o C) v _
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12.0' ROW _ PIS 8 ARTESIAN FED - o0 O / o \ o \
\ \\ \ PROPOSED FIRE HYDRANT z z wo
DEDICATION 100.46= GAZEBO r� A
' 24 I OPEN STREAM N 2524 rn 5,151 S.F.
_ - 23.5 23.5' � O7
35.16 -PI-_ - - - -1 0 rn ,� / "� \ \ BO PROPOSED BLOW OFF
w o 6 i� V) 7,630 S.F. \
0 � 24 _ 0 5 ■ 3 5,1 61 S.F. \
L 5,052 S.F. cv \
w co i� 2 co _ 00 io 0 / L
O -- 0o ram, cn FOUND 3 1/2" BRASS CAP
4 � �� 5,665 S.F. O4 7,204 S.F. N o ■ C21 \ MONUMENT IN ASPHALT
4,980 S.F. c� � P N C' �\ I9�5
_ 5,453 S.F. N o ■ E \ FOUND 2" ALUMINUM CAP
rn� - 0 \ ,� 57 A S NOTED
z w L- - - - - - ,� _ _ 2526 C22 ��7p \
_ i. _ 6,142 S.F. - ti5 � ✓/\ \ • FOUND 5/8" IRON PIN,
m co N89'27'24"W 100.00' - o - _ p0' `� 0 Y STORM G I / rn \
m N _S80°p5 53 W 85 c N DR R F N L-- -I 40.76_ S26 / \ j \ WITH PLASTIC CAP, AS NOTED
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m w o -0 '0 3 0 �q- V? J 48.34' \ \ ♦ BENCH MARK
t- 252 C24
n ui '� 1 `� 4,500 S.F.co M o i\ C25 v, 166.80' -- U�.._ 10 \ Q \ EM ELECTRIC METER z
- N � I - - - z- - O c° 26 ro\ W N82 46 31 E CS / I 5,314 S.F. \
Q I 5,076 S.F. - S S / lv O \ TR TELEPHONE RISER 0
m o 5,782 S.F. } �\ N 9 ° -
z ID 00 z - N89°27'24"W 100.00' �� '�34A \ C4 �, $� -` C i� / 1457.,E 99 �\ \ MW MONITORING WELL W
IQ wi 0 w 78.p0 �`3 ao L ' N7p V o I I Q A f UTILITY POLE > Q
w P01 2526- C12 _ �`
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� � I w 5$ � 79.78_ - �� \ � � � � 1 1 \ o. � \ 0 GA TE POST m �
o O 2 „� 16p - - \ \ N C17 O \ \ o BOLLARD 0
o = I 1 5,437 S.F. / °522I / �P\�1E C11 - �ti \ 5,000 S.F. \ \ \ ENDURANCE HOLDINGS LLC �
:2 tqL5 Q / N69/ \NE \ / \ A�. \ \ \ \ �/ TEST PI T Q
a w w - - - - - - / ti w \,�P \Q \ \ ❑'0 AA. 12 °-� �n o \ 1op�p N N \ N. McDERMOTT ROAD Lu Z
w p 28.73' 80.00' o S \ \\ o_ \ �Rly 6,818 S.F. \\�'- \ N1p1�57 0 5 o CONIFEROUS TREE
„, \ 46,10 �, \
Q N W W C3 226-� % G% ! ��j, \ c, \ -+ \ o \ o DECIDUOUS TREE Lu
SS w - _ N89°27'24'W 164.94' C2 S C8 \/ \ • '1•' �• \ S� 12 \ \ (D Lu
w S I i S I C1 \ q I�3 in I � 1 - ! 11 \\ \ O 5,000 S.F.� \ � � � � \ ORIGINAL PLATTED LOT NUMBER z �
' 25�0 ZRp. O i o p0 \ J_n N� \ O APPLE VALLEY SUBDIVISION
N 0 06,• 13,924 S.F. � 0 5� •o A „E 1pp' g cA CP \
sue,, o y. o. \ p•1/ 57 \ \ J
28.64' 45�0' 40' L7 �6 EM �y co N o \
ui \
io � iN
S o ? r_� r`i G PROPOSED `�• iy L4
j O0 I cy L� PUMP °
1 0 0) w 7 w ao co 5,431 S.F. \\\ FPOQE
co cD co 0 5 O iD O io O w O z STATION
n w 3,353 S.F. rn rn 3 rn 4 !'� r� 6,041 S.F. .'n 0 6,161 S.F. \ z o rn \ 85' EP 35�
w w w O w O w O � 5,413 S.F. N N 5,561 S.F. M --- -- -- FtF\N c E
N - 4,359 S.F. 4,818 S.F. M r� 2v - - - -- - 0 z
_ 0 4, F. - 4,420 S.F. I N o o M N89°17'46"W 67.02' \
1 r- i0 rC14 N N � - - -SB5°09'01"W 106.57'- --
r; r7 z z o TEMPORARY 6' 5
12.0' ROW '.`� :�� ;� :`� z z s� TURNAROUND n
BM DEDICATION I z z z z \
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} �h� EXISTING - - - 10 0 �� 0 2S 1 � can
25.0' __- _ 1 22,246 S.F. oLO `n cn 3�
ROW - - - - - - -� - - - J - 6 0 S.F. \ NA
I - "I �, \ ASS\0 L FNc
- - ok � CENS�� /,yF
125.00 12.0'_ 35.00' PI=45.00'=GI 45.00' PI-45.00'- -45.00'-GI - 44.00' _ PI-44.00' 44.00' GI 44.00'PI _ G PI 246.59 PI L1 PI \
32 3�3 _ - L3 124.40 1738.36
!�Iti_23.50'
d� � � N89°17'46"W 874.36' _ - - _ 1 7 87
,n^^� 23.50'-J'q C-1 4
Qom- -- ___ ___ _________ BASIS OF BEARING
-------------------------------------------------------- -
-------- --- -
__ _ CORNER
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----------------------- ____--- ---------- --------------
N89°1 7 46 'W 2637.72' ------ ----------------- --- -
- SECTION 33 O �q�F OF
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w \ / CP8cF N0. F'QRITT
1 \\\� 106023324
APPLE VALLEY SUBDIVISION
TRACT 1
w I O T
Project No. RSC 19-44
w I ( O
Drawn By: JEC
APPLICANT LAND SURVEYOR OWNER CIVIL ENGINEER 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
( ) - ( ) - ) Call+1ia11 be1areYoudig.
208 9081609 208 4884227 (208 342-3277 Knots 6elow. 208-342-1585
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