PZ - Preliminary Plat CURVE DATA \ \ _ ® Ir
CURVE LENGTH RADIUS DELTA CHORD BRG CHORD
C1 47.01 200.00 13'28'01" S 83*27'13" W 46.90 ° ® EED O 00
00
C2 47.01 4 . �® U
200.00 13 28 01 N 83 27 13 E 6 90 \ ® ° W U = ro
C3 259.10 725.00 20'28'36" S 79'34'26" E 257.73 ® Zj 000
� o
C4 275.05 775.00 20'20'03" N 79'30'10" W 273.60 - ® ® Y N
C5 5.55 200.00 1'35'20" S 54'06'04" W 5.55 \ ® LL p . O=
C6 40.07 200. 40.00 I E. AMITY RD. � Q
00 11 28 41 N 49 09 24 E \
C7 40.07 200.00 11'28'41" N 37'40'42" E 40.00 \ o
(1) o
C8 40.07 200.00 11'28'41" S 37'40'42" W 40.00 '�� ,� 100 50 0 100 200 300 W m Q
C9 388.92 475.00 4654'46" S 6652'26" W 378.15 �.9\�9 , z Q
C10 257.30 725.00 20'20'03" N 79*30'10" W 255.95 z
C11 276.97 775.00 20'28'36" S 79'34'26" E 275.50 Qr�� �Q� SCALE IN FEET
C12 47.01 200.00 13'28'02" N 83'04'43" W 46.90 \ F 0
C13 47.01 200.00 13'28'02" S 83'04'43" E 46.90 '9\
RUT RUT
U N P LATTE D \ U N P LATTE D
LLL,71 -E
ADA COUNTY S 89'41'43" E 1002.86' o 0
25'B0/SE-KUNA /RR/GA T/ON DIE TR/CT EASEMENT w
CITY OFI MERIDIAN 7Lj
N U
109 B sf o \Ln Lc) 1 - - - - - -- - - �� - - S o J � co
108\8 sf 5 6 7 z68o 8 9 �2j9 `�6'•,i9� RUT
J
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1 0 w w o
Lu
3 0 �v�,Z o 139 \ 0 15613 sf ! 13471 sf � 12492 sf 12653 sf 14468 sf � Q� ����� \ Z `n
NOT A PART E LAKE HAZEL R . 00 i
2 6s_ `b 16921 sf °\ �1\F O -j W p
9030 sf / W
T\ 9220 sf '9 F O LJ > =
R-2 ^�0 1 1 \ �Q� \ U 00
z LJJ M oN o
2 �2 72 72' ,2 BLOCK 5 13681 sf \ Q Q � W - N
Q U a� .�
8775 sf 3 r\\ Q _� w w J o 0
10983 sf 15 w _
61-OCK�S� =40
C) g Ept
PROP SED 1 �68° 28, 130 ° w \ \12 24 � U
10810 sf
SOUTHERN\ HIGHLANDS i 1oo4s sf �� ga' 7 11 � i O N
SUBD. \ 4 \ �5 6 1 �,� 13 \ o
5' > _
v 11 / � VICINITY MAP
\ 5 11407 sf o 12088 sf o $ S 9748 sf \ \ U R-$
R-4 \ -' 12436 sf °� \ " _ 000'
3 \ �'9875 sf o 14 \ \
10994 sf 4 �° 9 >S- �� o
2 \ OC� ^ 9750 sf \ o
1 110 8 0 \ \ �- 4 72' 11416 sf o -
1 \ V.ol I NOT A PARTLj
-s, � 65' 2682 101, �s, >�,, 2682 `'9
\ 1oss4 sf � A' ,�^,� 15 SEE SHEET 3 OF 4 FOR � �
2 log 20 9�' s , �"�° 10 s' 9750 sf \ �F,Y S' �. ~ Y o
NOTES & SITE DATA U
9791 sf 21 9 \ LIJ U ~ r7 00
19 9804 sf �Q �ti! Q _
11027 sf 11134 sf � > 1.0 16 Fc ? F� '9 z o
\ \V (T; 2 130 �`, ��� �° 10347 sf ��O 1 1 t \� S 9750 sf \ �FF/r �is�+y �Q�CIV Z o, o
18 Y Q c.1
p
9750 sf 1b6 �� "� 9750 sf > O� � A � �' � O -
U �,
1 � \ s- �\ �,�,� 17 A F q LEGEND � _= x
O \ C N 9294 sf > S �j U W
w 130 --) 11017 sf �' 60' 52' �O 1 2 ° >S ii� �i m Z W `
\ �, ^ 17\ s75o sf ` „��y'�400 sf \ 9� - - BOUNDARY LINE a, :
\ - s75o sf "\ 28' 110 0 10s \ >� \ ,� ..,: 9>, ?' - - - - - SECTION LINE
\ R S , 8450 sf G� \ COMMON o 0 TEN MILE CREEK EASEMENT
" 4, 0 16 BLOCK �o �o, �^ 18 \ RIGHT OF WAY LINE
2 a2 V 61 " �"� 2Ka2 R-2 13 11138 sf v RUT
r r w
\ \ OMMON 6S 8450 sf, \ 11620 sf \ LOT LINE o
\ ( � � 102553 sf z z
\ 4 ( 120 \ i�i� 6s ��0 15 0 �\ >s 1�� 19 \ � EXISTING LOT/PARCEL LINE z � z o
\ 9750 sf s 9 II1 9 �� \ °g \ o w o
1 : GS 845o sf ° 28 °
° s747 sf \ / "94 CENTERLINE
11814 sf > 6 \ - - - - - - - - - - - - om �
\ \ \ 13 uL 8736 sf 6s. ° •6 �� 14 �' 24 Q,n �'Q EASEMENT LINE J w
zo
\ �� 18 6 , .^ 31 s. �,0 20 \ �6 Ci z Q C)
\ 5 s 'L/ tij� w EXISTING CURB & SIDEWALK a -
\ \ 9750 s 140 \` SS 8572 sf 6s, \ 10325 sf ��� 11990 sf > 9750 sf \\ ��/Q SS SS EXISTING SEWER LINE V J
zo =
- L \ BLOCK 2 ^�° 17 ' 9 s' \ \ �6 '.� � z
o � o
\ \\ 29' �O 9,, 30 �; s' ��° 21 \ NOT A PART /
130 13536 sf \ �, ' °' ^ �' � \ � 8"s PROPOSED SEWER LINE W MANHOLE
w w EXISTING WATER LINE o w
zo
PROPOSED - 6 \> 8450 sf 6s, z 2 z
c1" �' O �� >> 10430 sf 9748 sf \ N -
SOUTHERN HIGHLANDS cn
9883 sf 15� �� ^' 16 • 32 9- �� >s. �s \\ w PROPOSED WATER LINE w }
_ \\ 8450 sf > 14241 sf 5 ` >S I z J
SUBD. NO\ 3\ R 4 13�' � ° 13245 sf ��° °' C BLOC 22 X EXISTING FENCE o
4 15 N s44s sf ' oHP t EXISTING OVERHEAD POWER LINE & POLE
\ , , \ \\ ��� 1,447 sf N 89 39 36 W z
7 76' \ \ 8767 sf \ ��° >S, so_ 1\ 113.10' oW EP EP EXISTING EDGE OF PAVEMENT
1 \ i 12025 sf �� 8 f \\ \ ^�° ��, o- 33 °� 23 s � s� o a p
14 ^ 28 30, Doti zW E.G. E.G. EXISTING GRAVEL ROAD m
8 � 5 \ 6S 9566 sf 10876 sf 3 9Ij�s, m 0 0_ IRR � O o
o_ N > 9395 sf EXISTING GRAVITY IRRIGATION LINE L 00
\ , - s' \ \ 5 \ x ti�- RUT Z ,
6' 1� 11731 sf O 9 A Q W N
- \ �� �3 1 12 f \ yo \ �L6 GAF =� \ -----►GIRR----- PROPOSED GRAVITY IRRIGATION LINE a'
- - - � - - 12511 sf o 3 \ \ 1 d'�. 34 S O 93, N� �p�A`9 � co^
9245 sf ^� 40 �9�,Jj $ vo Z - - rn o
\ 0 13 ° OCK "' ,o �\ \ EXISTING DITCH LINE O N 0O
\ 9395 sf " L I ����y G 2 \ m EXISTING PRESSURE IRRIGATION LINE �v
6 27 B o cal G o s
I 132' 0 3 sf \ ��° �g2 �\ 26 25 O F ��FQo \ (n - - - � o
I \ 12 35 �, 12876 sf �9 26207 sf I c/) \�9 F� m� \ -P� - - PROPOSED PRESSURE IRRIGATION LINE cn =
L - - 9 f � 1 7 7g \ \ ' ° 9s04 sf � 16086 sf s �O F ^� \ EXISTING CITY LIMITS BOUNDARY o o oo
99 s > >\ 9396 sf 2j O \ -
14116sf 8 \� 7 �\ 1 145 9�- F \ 6-' ■ � � � � � � � � � � ■ EXISTING ZONING BOUNDARY 1111111111114 NZo
j N \ \ �� >� m PROPOSED ZONING BOUNDARY
130' \ �° 1 1 50' - 1955 - 100' I S 89 39 36 E 228.89 "�= 0 c o
co i 159' \ \5 2 sf \ �, 11so4 sf APPROXIMATE FEMA FLOOD HAZARD ZONE �
(V I 9 044 sf Ln ° 0 �" \ \ \ 9 9264 sf " 144' 81' 15 PV Z W o
- - - \ _ - "�l
BOUNDARY
r` rn jc w 16 \ C L 133' ts6' S4 55 56 57 58 9 60 85 rn
12859 sf 14007 sf ° ----------- -- -------- STORM DRAIN LINE W MANHOLE N
N u u
I \C M N AREA n - 7987 sf N N N F- / O s
p� 130' \ \ 10871 \ \ 10 130' s 46 f , N � � 124' Z ------ SEEPAGE BED W/SAND & GREASE TRAP IL
162' o I c0 I o If- w
O I 9944 sf ;\ I \ \ co 11496 sf 10 177 sf 9 10'LANDSC PE BUFFS EASEMENT � 61 C) VALLEY GUTTER
I 2i a 20'CRO ACCESS SEMENT 6833 sf I lw R-8 CATCH BASIN
SOUTHERN HIGHLANDS - - o 15 '21- \ \ a
O 9 14517 sf \ 85' 132' u; 7S7. �� 50' 55 55' 55' 0' 124' (n z
SUBD. NO. 1 / z 112 BLOCK 2 W W �� `° 39 / I 9569�f o �� 62 I'I J i SURFACE FLOW DIRECTION o
- -
- " &- 6902 sf ' zs8¢ 2' CONTOUR LINE
Ln 10146 sf 10893 sf / LOCK _
_ � g` R-2 50 ^� I 115' �^ 86' 86' Q 116' B m
�' 76 ` z ao 10' CONTOUR LINE
�• - � \ � �PIRR 51' 2' 80' 65' 65' 65' 50 S 8771 sf � 9 63 I � �'
r 14 1 40 / I 51 R 27 I 7884 sf a 6331 sf I I Y m
R-4 =°` 20 46 45 3 42 41 �,� 6325 sf ;� I o ® EXISTING GAS LINE MARKER
1 3 115' 115' 115' O w p
1p \ x 125.99 O I o \ I N 10875 sf / STO I 115,
_ _
O N 5 19384 sf c': n o o o. 2 8 64 I = Y Q
EXISTING o o 14157 sf N 10555 sf IN 50 Z I, n �, ❑E EXISTING ELECTRICAL JUNCTION BOX �1 o
OIL X WELL LOTS I °° °° �� ErrsriNc B SLEY 6325 sf n 6329 sf 6343 sf ,n n 6325 sf III a EXISTING TELEPHONE RISER Tn 0 g z
f N 00 00 49 E 150.06 � I BLOCK 5 LATERAL E EMEN 115' 115' 115' 115' v` ~ m r
tn� , , „ z a ��, ss TO BE REL ATED 3 7 �I \ 0VAU EXISTING WELL z
- 1I8 37 50'
-- - - o
32.63 138'
- - 85 O
_ - - - - - - - - -- _ _ _ - -- - ® R SERVICE rr,
- 220.sf - - EXISTING WATER c�
" 6327 sf �n _ I
s "'
' o- �20 BL K NEIG 4 6 1� EXISTING WATER VALVE �i ;>- Z zo Q
9 " - -AS9 CIATlO lRR/ ATION EA MENT 48 N Q
W - - I - 6326 sf 6355 sf ° EXISTING SIGN U
EP EP ' FANnFRIAIr S! , » = 5 '� 3 '-" "' `r' -� Z
d 74 s• EPA EP EP EP EP Ln 6 7 f O - V)
�/ EP 2
\ 115'
`D I 115' "� 116' 21891 sf � Q
_ fP - _ - - -- - O'1338 W Z -
I TIN 1 SIDEWALK
- - --- - tY
636 sf cj
--►GtRR=- w U
- - _ . EZ 99.26 w
PiRR r------ - - Ep ° gw 474 - _ - 1 b EXISTING FIRE HYDRANT o 0
----- 25 2
d 40 12'27" W m
,_ ku
/ h 105' 9 23 22 84' EP s o ED ASLEY LAT�RAL EASEMENT ' PROPOSED FIRE HYDRANT
1 ^ 1 1 10 CENTRAL COMMON AREA 24 21 8p' \ R= so' R 214 9•91
4' \ -„ , " o
g POOL / PLAYGROUND FACILITY N N w 20 &p EP EP EP N 89 48 44 W J
P o: �
9681 sf o2 10702 sf � o 0 0 0 � \�,• ' " 193 92 EXISTING STREET LIGHT z
11311 sf rn � "' rn N _ U
J
9907 sf � ' �
L � I ,
. 13 'w. RUT 1 � CD Cli� 8 - xisTi 1 oEW E s " PROPOSED STREET LIGHT
z 14596 sf CK 3 14'\ 116878 sf " 1, -- sf - �
�� gL0 CK B 0 18 61 119,. . 71 S 44 47 33 E
75' So' 6 os' \ s5' s5' 65' Bs 0 `° ^ti 8699 sf 17 j 71os sf 27 L co 2 3 4 soy 4 1 99 � 9.94 EXISTING TV RISER Q
5,7' ^ O ° 5 62' tj 11699 N 5 0 EXISTING BUILDING
81 w 9700 sf \ 225 S6' �� 6848 sf
�, o�P�� 19599 sf � °� " O \ - R=6 117 Q o 1 N _ I SCALE 1 "=100'
I �f` % S' .'� 5 � s8' 28 � s. �7' cc
�' 6' \ s730 sf LOCK BRUT �' 38
Q � rrr 7 9750 sf oc
65' 65' 65 65 1�rx rn_ ��0 2j'23' L50' 50' 35' �h J 7646 sf p DWG.DATE 04 24 17 bkb
COMMON III I o 2 3 4 5 65' 16 \ �s �- 116' / /
182' 10q sf �� 4 6 9776 sf CV 152 _ �� ^
III; > �'3. > \ N 7 2� 30 E' PROJ. NO. 170117
I- , III s s' N o o °o o 4 ° O 1 37
8 I 9750 sf o rn N s'
15 LLL 2 8497 sf - °o o 6� 6� 1�� 0 ¢ � 7254 sf Q
$ \ ^�° 6 COMMON 8152 sf 50' 50' 50'd � � � ^ N w
&IN ��'° 3 \ �� 1 9652 sf ti 31 32 33 34 35 �� 100' SEE SHEET 4 OF 4 FOR SHEET 1 of 4
1 29 f \ 14244 sf f 15628 sf 9750 sf >s 2>6 >s \ 20 83 BLACK g STORM / �1 4 � CROSS ACCESS I
• a
23
5 9780 sf 6Q / DRAIN 9178 sf N o N o N o EASEMENT 1 S U B D I VI S I 0 N P H A S I N G
13$ cP, <� 0��n �f � \ / 72 CD 1110 �. N f 10097 sf 109 9 sf _I I
��° ? fn k 1 1 , , ,., �� �' inaFF �f PRE
SEE SHEET 2 OF 4
/170117-PRE.DWG
SEE SHEET 1 OF 4
8 f \ \ 8767 sf > o. �ti s- I F� 113.10
12025 sf ,o�\ \ ��o o�, o- 33 of 23 �s� o Q
14 9566 sf 28 30, 1 �� O
/ _ - - - - -�- - - � - - - � - � ' \ 5 6 , 10876 sf �9I OZ Q I__
/ \ 8 N c> >�, \ \ \s 9395 sf a /�'L� RUT Z z
1 f 1� \ 11731 sf 9 .O Q
12511 sf o `°` \ 3 \\ \ 6 �� 1 3 d'�, 34 �' SO 50 93' N ���J'q =�_ \ � N 00
/ \ p �- �� nj� G� W� W U = r>
9245 sf �,� 40 �LO 9�"PI'OP o= Y
9395 sf . ` LOCK 1 9�f f �O m LL O O
27 B ONE G,pO,j,J'G vQ� O Z =
� � v \ � �
132' 0 sf \ 1�� 26 25 I \�'L1 �F`� oo \ Y C)
Q \ 1 2 mac'- 0 9604 sf 12876 sf 16086 sf ,9S' 26207 sf N�OTA9 �� ^� \ � U ( -
/ i I 9917 sf o� 17 �9,\ i_ \\ 9396 sf rn "y � \ LLj m c0
� ^ 14116 sf \ 7 �_�� �� 31 � � 145 9� � \ 9 � Z Q
/ I I 04 1 36 ,\ 50' 195' 100' I I S 89'39'36" E 228.89' Q
oo i 130' \ \ 5 2 sf \ 1 1 cP 11504 sf - L� 3 Z
- - N I 9 044 sf In a 159' �O �_ \ \ \ \ \ 9 9264 sf 144' 61 - - 15 PV - O
W �6g1 ^ 16 \ \ C L \�� 133 166' N 54 55 56 57 58 9 Q0 60 s5 4 sf '
12859 sf \ \ \ C M\ N AREA \ �, N 14007 sf 0 N
p� 130, J 10871�\ \ \ I 10 130' �s' 46 f 7987 sf N o N o N 0, 1 124' z
11 162' \ 38 `� I �9, N 1f Ld
O I 9944 sf � I \ �0 11496 sf 10117 sf • 10"LANOSC PE BUFFS EASEMENT � 61 I" t
SOUTHERN HIGHLANDS ova 15 12� \ \ \ I �� 2 t(-R0 ACCESS SEMENT 6833 sf 1 j 9 R U
/ O c.0 14517 sf h \ \ 85' 132' h XSX, 35 50' 55 55 55' 0' 124' I (n O
S U B D. NO. 1 / z , 128' 2 - h� 52 62 �1 J N
- - - 12 BLOCK 0 IMFw 39 1 9569 sf o ' -
ti
MOR 6902 sf ' 1 1 J LW
\ 10146 sf i°' 10893 sf LOCK m =
- - \ 7 �°55 1 �S / I 115' tx� 186' 86' Q 116' B
9
Q�• \ 26' PNRR 51, 1 4 62 80 65' \ 65' 65' 50 40 �' S 1 877 sf 7884 sf 63 1 1 Z w QO o '0
\�. r R-J r' 6331 sf 1 W W U En Ln
20' L 6325 sf I1 1 a W I
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Ln 10875 sf 115' 115' 115' 115' 1 O
`' s \ 125.99 o N I o �� I N s / STO = O _j O me r-
\ EXISTING O" 19384 sf "' n o o \ 0 0 0 0. I 2 8 64 1 1 _ >W Ln
O O 14157 sf `p' cv CD �' M 10555 sf IN 50 Z 6329 sf 6343 sf 6325 sf J LE1 Q
O WELL LOT a aO \ aO L EXISTING B SLEY 6325 sf � "' 1 1 W Q o CO
�F` \ N 00'00'49" E 150.06' O I I \ BLOCK 5 LATERAL E - 115' 115' 115' 115' 1 > < � " o
3_2.63' 89'59'15" E z 138' ��' �s 01 _ - - / TO BE REL ATED 3 _ 7 I I \ W car> 0 _ o
I 85 118 37 50' _
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9� - - - - - - - - - - - - - - -11� - W
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ZUIC �ISSQCIATlO lRRI AAON EA MENT 48 `^"
.r�H./�,/ DLWAI ff FA SEMEN _ -. � 3 I ,'r'-, 6326 sf 6355 sf ,'; 4 66 1 N
/ • •' E -� EP '� ) 9 • EPA EP EP EP Ep lk Lc) 6747 sf I 1 15' '"� 1 16' 21891 sf • ) �) 0
115' 42 9636 Sf - - -- - - 1 S 0013 38 W
_ - W ° 5 =� _ _ 99.26
40,
84' \ S 45'12'27" W
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i \ 23 22 s -
14' 11 10 9 CENTRAL COMMON AREA 24 21 80' \ R=�so' R A LA �AL4EASEMENT 9.91 0
8 \ POOL / PLAYGROUND FACILITY N _ N _ NCD 20 P __ EP.. '__ ' EP EP , " � I N 89'48'44" W w N o
o o 19 - _ - 193.92 � � �
/ „ 11311 sf 9681 sf s r- N
9907 sf o o rn
1 RUT o co co rn o N 8j, sf EXISTI E Q _ o M
/ 13 d. 1 3 14'\ 1 116878 sf � c� a s ) " U CD
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71' S 44 47 33 E
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9700 sf 225 56. Q. ^ ao "' I w < O O - .
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> 5 6730 sf CK m W
2j, �- 7646 sf n I � � �
9750 sf 65' 65' 65' 65 � S .�'`��` 1 6 0- 6'' X1� 23' 50' 50' 35 � � N
COMMON I I I 65' \ '�. 116' o
F 182' \ 1 or3�q sf �S° 4 2 3 4 5 6 s77s sf d �s (V 1 2 - �-
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9750 sf 8497 sf � `� o �\ 6�3 L� 40 q ti Q� 7254 sf m Q a =
8152 sf 50' 50' 50' I o w
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• 1\ fo 1 9652 sf 31 100' w z = o
29 14244 sf 9750 sf 3 9 1ti� 32 33 34 35 a o o w
Q_ E 15628 sf O K �ti CROSS ACCESS Z o
18123 sf \ 6 S' \ 20' BL C STORM 14 Z
9780 sf 83 EASEMENT o w o w
�0 5 6 ' - DRAIN 9178 sf N o 0 o a m N
138 A 7T N `�' o No `� 36 � JwZ
d�• � o 10097 sf 10399 sf � o J w
�< J, m �D° \ 9750 sf >S, > 2 �00 1 4 13 12 11 10 75 ��� 10466 sf �' N z Z Z
16 s. �. ti° 9 BLOCK 14 s' .� _ 9 °� - - - R-- - - -�' � K Z
12011 sf BLO �^�O ¢ 11489 sf 9709 sf ^ N N 'to
8 13 15 PVC
�s� y 28 0' �p 9650 sf \ 9750 sf POD ^� 20 ° Cl
N o � `v CD
v 10244 sf 9591 sf I e ,�" o o
00 CDN 89 49 48 W 480.00 O
f 14251 sf \ S' 1 >> �f 145 15'BLACKROCK NEIGHSORH00 z z
10 0 9L�' s5' RUT N o z o
• X yti s- S- 3 0 ASSOCIATION IRRIGATION EA z
9 9� 17 9750 sf �• 6 s h 65' 65' 65' 79' _�• " / 2 9733 sf S r 65' 9139 sf w m w
N 43 25 03, E �/ 69� 1�� 12293 sf 31 - s �' m z
64.00 52 R- 00' - 248 r ►I 64 132' w o Z
a / ti� 27 c' �0a >S S 9750 sf 2 11876 sf o �1' -1CCiYWf� 4 0 (n I
19451 sf 2696 s �� 18
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3 142R48 f �j, > ��O 1 2 12553 sf 2 65' 65' `c 81 I a
0 6y8 �tih 11065 sf > ti� 6 GO \ L 65' 65' 56' 3 0 8781 sf j O
o s' ssao sf �98, 6a = 1ti� ca
30 0 119' 17 18 19 20 21 130' < j
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17869 sf \ 26 9�" h 13 \ e� 9438 sf 16 0 n cv N N ao
8 , 9750 sf > �� 1 P. 12904 sf v - " `� " 00 c o 1 W N rn
C S � � �' � � � 8450 sf
/ 'b �� 4 117331 J �O S' 0 12015 sf i��ii� \ Ld
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25 9750 sf �• 1t`� lr��/(4834 sf 121 29 91' sp' o - � � O
14440 sf s >6 moo, COMMON 8286 sf - N ;n 9 Z tu f O
11050 sf �,° a 14 27 26 25 24 23 22 s450 sf W U, _
5 ��O \ 21 0 142 ° 130' I N U O C) CD
24 9613 sf 1-5 N N am
22 13 28 1 9297 sf N 8 RUT Q z
w. \ 12944 sf i- o 0 0 0 0
•Y 8p, 11050 sf �1� L` � 104s5 sf o0 00 0000 oo (n 00
N • o) 11521 sf 0 8450 sf J O Q
�6'• BLOCK 12 0 26 15� 15 �, w J "1 O 0 o
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6 6s �� ,�5�\ ������ 11128 sf 1 13T �8' 119' 65' 65' 65' 65' 65' 60' ti4' 130' a00
U N P LATTE D = z o
B LAC K R O C K 12801 sf s >> 23 r.' o ��° to O
\ 13810 sf rn 12 ,� 7 �p U :ft O
10155 sf
S U B D. N O. 1 6 j ��0 7 •\ > ��� ��ti 29 so s_ 13g I 88 R=300' - E. -ALA w7v RA S e.467 8450 sf i °O PROPOSED MINI-STORAGE o z 0
S - 16 130' 3 Q C
.0 \O/p 12803 sf 1T0 � • e
8S 27 12065sf ¢ 0 10832 sf 1 1 1 65' 65' 65' 65' 65' 65' 60' �� I 6 � NOT A PA Ld
RT Ld
�, 2 3 4 5 6 7 8 D 8450 sf v
/ ° 8 9844 sf m
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12'BOISE-KUNA I RIG ON DISTRICT EASEMENT GRIMM15'BLACKROCK NE/GHBORHOOD
K SUBDIVISION a_
N 89'48'13" 1600.61' ASSOCIATION IRR/GAT/ON EASEMENT PRESSURE GIRR GATIONCPUMP STATION I CURVE DATA
a
U N P LATTE D CURVE LENGTH RADIUS DELTA CHORD BRG CHORD
PROPOSED EASTRIDGE SUBDIVISION I Cl 47.01 200.00 13.28'01" s 83.27'13" w 46.90
C2 47.01 200.00 13.28'01" N 83.27'13" E 46.90
C3 259.10 725.00 20.28'36" S 79.34'26" E 257.73 SCALE 1 " = 100'
DIAMOND RIDGE ESTATES S U B D. I C4 275.05 775.00 20.20'03" N 79.30'10" W 273.60
100 50 0 100 200 300 DWG.DATE 04 24 17 bkb
C5 5.55 200.00 1.35'20" S 54.06'04" W 5.55
C6 40.07 200.00 11.28'41" N 49.09'24" E 40.00 PROD. NO. 170117
RUT SCALE IN FEET C7 40.07 200.00 11.28'41" N 37.40'42" E 40.00
SEE SHEET 1 OF 4 FOR SEE SHEET 3 OF 4 FOR SEE SHEET 4 OF 4 FOR C8 40.07 200.00 11.28'41" S 37.40'42" W 40.00 SHEET 2 of 4
C9 388.92 475.00 46.54'46" S 66.52'26" W 378.15
LEGEND & VICINITY MAP NOTES & SITE DATA SUBDIVISION PHASING I C10 257.30 725.00 20.20'03" N 79.30'10" W 255.95
C11 276.97 775.00 20'28'36" S 79'34'26" E 275.50 PRE
C12 47.01 200.00 13.28'02" N 83.04'43" W 46.90
C13 47.01 200.00 13.28'02" S 83.04'43" E 46.90
/170117-PRE.DWG
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D D 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. Lu Ln
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2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. a-
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3. A PORTION OF THE SUBJECT PROPERTY FALLS WITHIN FEMA FLOOD HAZARD ZONE 'A' AS SHOWN HEREON 0 0-1 0 Ln r-
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CD 2.5" ASPHALTIC PAVEMENT 4" OF 3/4" MINUS CRUSHED GRAVEL REFERENCE FIRM PANEL 160001CO265H, DATED FEBRUARY 19, 2003. ?� < 00
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4. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, C) �� CD
3" ROLLED CURB AND GUTTER - SEEISPWC SD-702 12" PIT RUN GRAVEL > Lu -
AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET UNLESS OTHERWISE < CD
Lu V) 0 Lj X
5" CONCRETE SIDEWALK - SEE ISPWC SD-709 COMPACTED STABLE SUBGRADE DELINEATED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS uj 0 0
AND WALKWAYS TO EACH LOT. 0 m <
5. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT LU
STREET SECTION 60' RIGHT- OF- WAY E NTERIORASEMENT SIDE FOR LOT PUBLINE,LIC UTILITI AND EOVERS, IRRTHEIGATIOTENN A(10) FND LOTEET DRADJACENTAINAGE OVERTO ANY REAR THE FIVE (5LO) T LINE FEET ADJACENT SUBDIVISION OR TO ANY V)
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N . T. S. BOUNDARY. 0
6. DIRECT LOT OR PARCEL ACCESS TO S. EAGLE ROAD IS PROHIBITED.
7. THIS SUBDIVISION FALLS WITHIN THE NAMPA & MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE
SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. BOISE PROJECT BOARD OF CONTROL PROVIDES
IRRIGATION WATER TO THE SUBJECT PROPERTY FOR NMID. CD
8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE CD
APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. �c'-Lj CN coC,
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9. LOT 18, BLOCK 2; LOT 9, BLOCK 3; LOT 4, BLOCK 4; LOTS 4, 17, 24, 37, 44, 47, 53, 59 & 66, BLOCK < (D M
5; LOT 5, BLOCK 6; LOT 1, BLOCK 7; LOTS 15, 25, 26, 29 & 39, BLOCK 8; LOTS 1, 7 & 15, BLOCK y v)
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9; LOT 1, BLOCK 10; LOT 14, BLOCK 11; LOT 1, BLOCK 12; LOTS 1, 7, 12 & 22, BLOCK 13 AND LOTS Lij 0 0 co co I
50' ROW c� m rn
1 & 7, BLOCK 14 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS m
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ASSOCIATION OR ITS ASSIGNS. zCO (TO,
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CENTRAL COMMON AREAS: 2.86 ACRES
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AO 2.5" ASPHALTIC PAVEMENT DO 4' OF 3/4" MINUS CRUSHED GRAVEL rl TEN MILE CREEK LOT: 2.36 ACRES cn
COLLECTOR BUFFERS: 4.11 ACRES
3" ROLLED CURB AND GUTTER SEE ACHD @ 14" PIT RUN GRAVEL ARTERIAL BUFFERS: 0.50 ACRES
SUPPLEMENT TO ISPWC SD-702 COMPACTED STABLE SUBGRADE INTERIOR BUFFERS/STORM DRAIN/PED: 3.03 ACRES
5" CONCRETE SIDEWALK - SEE
TOTAL COMMON AREA IN LOTS: 12.86 ACRES cl-
ACHD SUPPLEMENT TO ISPWC
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SD-709 8' RESIDENTIAL STREET LANDSCAPE BUFFERS: 2.80 ACRES COW
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TOTAL OPEN SPACE: 15.66 ACRES
STREET SECTION 50 RIGHT- OF- WAY QUALIFIED OPEN SPACE: =) V)(0
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SUBTRACT 50% ART. BUFFERS (.25 ACR. 0 00
& TEN MILE CREEK LOT 2.36 ACR. 13.05 ACRES
(NORTH PORTION S. CALAIS WAY) F_ 0 L_x
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N . T. S. REQUIRED OPEN SPACE (10%): CD 0 C)9.84 ACRES 00
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21' 21' TOTAL SITE AREA 98.35 ACRES
RESIDENTIAL LOT AREA 66.06 ACRES CD
1.5' 5' SW 14.5' 14.5' 5' SW 1.5' RIGHT-OF-WAY 19.43 ACRES C/)
No. .00 No. .00 No.
COMMON AREA 12.86 ACRES
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SINGLE-FAMILY RESIDENTIAL LOTS: 278
50/55' WIDTH PRODUCT: 38
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75' WIDTH PRODUCT: 117�j\ j\//\\/\\/\\/... 0 0 0 0 0 0 0 ��i��i��i��i i�����/i 0
85' WIDTH PRODUCT: 20 m
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OF COMPACTED STABLE SUBGRADE tQ
5" CONCRETE SIDEWALK - SEE CD CD
MINIMUM LIVING AREA/HOME SIZE U
ACHD SUPPLEMENT TO ISPWC IN R-4 ZONE: 1 ,400 SF zo J
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STREET SECTION 42' RIGHT- OF- WAY <
(LAWTON , MENARD, RADIANT & RAPHINE)
N . T. S. SCALE N/A
DWG.DATE 04/24/17 bkb
PROJ. NO. 170117
SHEET 3 of 4
PRE
/1 70117-PRE.DWG
I
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00 CURVE LENGTH RADIUS DELTA CHORD BRG CHORD c�
SUBD. NO. 1 6/ 7 N o E. PALMYRA ST. O PROPOSED MINI-STORAGE
? 16 _ 3 Cl 47.01 200.00 13'28'01" S 8327'13" W 46.90 Q o z Q
15 :2 C2 47.01 200.00 13'28'01" N 83*27'13" E 46.90 J Q C
8 ra0 11 m g 2 3 4 5 6 7 8 �M NOT A PART I C3 259.10 725.00 20'28'36" S 79'34'26" E 257.73 A w z
o C4 275.05 775.00 20'20'03" N 79*30'10" W 273.60 cn Q
16 Vi 17
� 5 o C5 5.55 200.00 1'35'20" S 54'06'04" W 5.55 (z v z
9 14 0 10 1 BLOCK 10 �' I C6 40.07 200.00 11'28'41" N 49'09'24" E 40.00 ''^^ Q of o
60, C7 40.07 200.00 11'28'41" N 3740'42" E 40.00 VL z m w
a -4 18 '� 15 14 13 12 11 10 9 4 C8 40.07 200.00 11'28'41" S 37'40'42" W 40.00 o U
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BLOCK 11 9 I C9 388.92 475.00 46'54'46" S 66'52'26" W 378.15 �_ z o
�, C10 257.30 725.00 20'20'03" N 79*30'10" W 255.95 J o
E•�PCON 10 vi 13 'A 1 g O 3 C11 276.97 775.00 20'28'36" S 79'34'26" E 275.50 LLJ o
ui '8 QCK 8 C12 47.01 200.00 1 S28'02" N 83'04'43" W 46.90
E. CYANITE DR. a, 4 8 BL C13 47.01 200.00 13'28'02" S 83'04'43" E 46.90 Q
`"i BLOCK 12 E. STONEHAVEN ST. O
O 2
w 20
11 12 19
7 6 5 4 3 2 1 1 SCALE 1 " = 200'
0
Cl 1 1 11 1 1 PROPOSED PHASE LINE
z 20 21 DWG.DATE 014/24/17 bkb
BLOCK 11 60'
f f f f f F
PROJ. NO. 170117
N 89'48'13" W 1600.61' SHEET 4 Of 4
UNPLATTED I 200 100 0 200 400 600
PROPOSED EASTRIDGE SUBDIVISION PRE
DIAMOND RIDGE ESTATES SUBD. I SCALE IN FEET
/170117-PRE.DWG