CC - Pre-plat VICINITY MAP
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VICTORY ROAD - An Idaho L L C -
ENGINEERS
0 x SURVEYORS
A PARCEL OF LAND ALL LOCATED IN A PORTION OF THE SE 114 OF z W SITE
SECTION 25, T. 3N., RAW., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 0 Q Q PLANNERS
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x 3023 E. Copper Point Dr.
2013 Suite No . 201
SCALE: 1" = 80' Meridian, ID 83642
Phone: 208.846.9600
0 40 80 160 1office@lei-eng.com
www. lei-eng.com
TABULATIONS
TOTAL ACRES............................................ 19.738 Ac.
\ TOTAL LOTS...............................................69 TONAL E
/ \ TOTAL UNITS.............................................64 SS /y
� G\
-�- �- - �� ` SMH 3.�\� \\ VICTORY ROAD / /// J I\ UNITS PER ACRE......................................3.2 a
b 36"�299.99' �-� # '89°20'30"E-478.22' -� -•`-- - -- SMH 2_--- / / \
_� / \ EXISTING ZONING......................................RUT
__ # �'S89°20' "E-541.98' - i / - SMH #1 \
'_'�'` - � _ -MI' \ \ i PROPOSED ZONING...................................R-4
EX- IP Y Y - � _pHp `- ?E / _ -�� 4- -T- -W
\ EX-0 _ y - - J� O
\ 1= \��\ �� - - - -0 sag! H- - OPEN SPACE..............................................+/- 2.33 Ac. �4
S00°32'33"W 30.00' \ \. OPEN , \ 25,, \ \ �� r
,.. . � � 1 i � I I I'I I I I I / /� I �o.00'
SPACE- 22638 S.F. �I I / I I I I T E�
-1- 7
_ _ _ - � \- \ _" I (1 r� I I I I I I I I / I \
3, I I I I I S00°27'48"W-30.00'
\ I 70 \ 70\ ( 70 30' 116. \ \ 73\\ V II I 1 I NCO I I I I I I I I °°
\ _ 21 CQ
o I1111i' /
\ 1
\ 8473�S.F.\ I 84632S.F \ 845435 F r 5 \\ \\ ���5� \\) .�/ ?� �.�III II I I I I II / I I // /r I NOTES
` \ \�. 8046 S.F. \ \ { \x I I I II I I I I / I I �6 / /i
cv � p \ 6'\ \ 1 \\\\ / I I I I I I I / I I I i / , 1. ALL LOTS COMMON TO A PUBLIC RIGHT-OF-WAY HAVE A 10' UTILITY
\ \ � \ � .•• OPEN .� > >�� \ � � � I� \ \\\--- I I I III I I I I I / i/ i� I � / i
EASEMENT ADJACENT TO THE RIGHT-OF-WAY.
13802 S.F.
SPACE 4' I __� \ \ ` �� cq V 11\ I I I III / I I ^\ I
\ R2W �c9p /EVA '3395 S.F. 66 I I 1 / ' i l / i / l / 2. SANITARY SEWER MAINS SHALL BE 8" DIA. UNLESS OTHERWISE SHOWN.
\\ \\ \\\�\ i°� H I c°°°v III II\\ ( I / NOT A PART/ / // / ,' / I o
\ \\ \ - ^ '� BLOCK 1 Z
70 \ 70',-- 70 - ; .. cy. ,\ ,\ \ /Li lz \ \ _ I I I 11 1 / 1 / / �, // cv 3. WATER MAINS SHALL BE 8" DIA. UNLESS OTHERWISE SHOWN.
11 1 \ I
SMH 6 - SMH #5 REBELLION _�+ \ III` N �\ \ \\\ \\ \) \\ \1 4 \I I I I 11 / / / I /// 4. PRESSURE IRRIGATION SYSTEM TO CONNECT TO EXISTING PRESSURE
# ss \ \ \� I \ \� \ // I ► 41I ► I I I x I �o /
IRRIGATION SYSTEM.
SMH #7 \ \ _ 111 /r \ o\ �� I I I 1 I I I � � i •• '� I c�
102 \ \ \ $I 5. SURFACE STORM WATER DRAINAGE SHALL BE MANAGED BY ON-SITE
1 .. \ 24 2 .. h\\ \ \ \ \ \ cs // I I 11 1 1 l \
p \ \ I \ � I I x I �- � � I DISPOSAL FACILITIES IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT
CURVE TABLE \ 1 \ �j. \\ \\ \\5' r I\ \ \ ► 1 1 I I I \ I I BARN I / REQUIREMENTS. REQUIREMENTS FOR STORM WATER MANAGEMENT.
8059 S.F. � �. - f \ . W � \ \ 0 I I I I I I \ I I
� \ - - 62 \ \ \ 1 6' � 3 I I I I x \ I 6. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION
CURVE RADIUS DELTA LENGTH CHORD I - 9 \ 7 'P' l \� \ \ II I I I \ \ \
\ _ \�124_ \� 14654 S.F. \ \ \ \ \ \`__i I I I _ ` / \ g5 31-3805 CONCERNING IRRIGATION WATER.
10457 S.F.-]- \ . �\ \ ll I I I 1 \ ) / I I ?,6
C3 20.00 89°48'S2" 31.35 N44°26'04"W 28.24 r• - ✓ \ \ 6' \ \ \ \ I I / / / I 1
\ BLOCK 2 0, o \ \ \" \ \ \ \ II I / ( x / / 1 I / 7. ALL FRONTAGE IMPROVEMENTS SHALL COMPLY WITH ACHD REQUIREMENTS.
\ ,- of \8 \ \s \ \ ° 11 , I
C4 258.00 57°44'15" 259.99 N28°23'46"W 249.13 \ 2 / ,� 10119 S.F. \ \\ \ \ \ 1
t° 18039 S.F. / Cn _--�-_ \ \ \ C4 \\ \ \\ \ 1 \ I I x I I I / / / I 8. THE FOLLOWING LOTS;
`\\ \\ �\ \ \ \ \ \ \\ \ I I I \ 1 \ I l I I / / BLOCK 1, LOTS 4 & 25
124 86 71�_\ \\ 69\ \\ �5 \� \�\ \\ \\��\ \I II I I 1 \ / j I lam/i N89°22'14"W 160.06BLOCK 2, LOT
- �- I I / I + / / BLOCK 3, LOT 22 & 28
CO \ T �� \ - \ I I I I I I ��x / /, / THESE LOTS ARE TO BE OWNED AND MAINTAINED BY THE HOME OWNERS
\ / 42'
w 1 ASSOCIATION.
coo I\ 8101 S.F. \\ �\ cS \\I \ \\ \\ / W
\\ \ 1 I I I / / / I
\ 11561 S.F.-
0 / 124 ' ., 10 11 12
/ 10990 S.F. .�19159 S.F. '1\ 9088 S.F.\\
�\\\ 4 L, 0 \ 5e \\
8101 S.F. <o // I I , Dc �\ \ `\ \\�S O 9 / %. \ 1 1 I �/11 I a
\ \ 14. \ \ \ \ \ I _
64 _ 71 I 29 \ 11309 S.F. \ \ -- J_ y \ \ \ I Q
i \ SMH #g I r - \\ \ \ �\ \�� \ ---- -J-I / \ \� I 11 Z 0
LO ss RIOT SMH #9 \\ \\ \\\ --,�\\ r/
coy\ 8101 S.F CD Z
0 66 70 ;. .28,.2 \ \ \ �e I Z
124 - I- ° `� \ I S61 3 16 V 33.74 - Q
I 42' I\\ o
C ''. - ROW 1 53 \ \ I I \ \ \ / 0 z
6 > 19 0��` 18 0� \ I I \ \ /
\\ 8101 S.F. co 10351 S.F. 8316 S.F.: 845� S.F. 15 I •;� / OC
m ( ( 16%, 12784 S.F. •-� Coy \ / NI J W
124_ _ \\ ` 0 8165 S.F. \c''t I I ~ 0 \ o C
_ _ _ W
`\ co \^8110 S.F. 88 70 \ \ 70 11. L 1 40 I L \ \ /I
\ -- T -� W ce
BLOCKS 1�
\ a) \,2040
�) 21\ �I
���� \ /I - ,n I Lo
10347\S.F. �I f3319 S.F.\�I 22 cam) 123 0� \\ \
_ S89°20 30"E 300.00 �-- III � 8 8402 S.F. .� \ 24 \ I
�\ 21 1 141� f =_ - _ - 16 1 10136 S.F. \ I y l \
\ ! =-==Y=139--v_ 4�� 10839 S.F.
\ 10128 S.F.
R.O.W�
\\ \ `. \ -_9 o� 56 41 \ ss 7o i\ \ LEGEND
1 da\Fz 10 \ rol `11165 S.F. 58 EXISTING
8965 S.F. \ RIODOSA-SMH #13
r
\ \ 1�j SMH 11 SMH #10 SMH #14\� \ WATER METER w orn
47
\ \ . „ �, : . _SMH d' -_-_ - - -
\ \43 29\� ¢ g'7 30 70 x70x x`70'`_ 4 -37-_ X 15_- WATER W
\ 11889 S.F. \\ \ 2� - --�� � / - -_ �_--- -- # - _ PL 48.00' PL WATER VALVE DQ
= �,x=--=x �'��x EX-SS RIGHT-OF-WAY
I \ 17 �� `19 ^\ 20 �. \'21 \\ 58 11 - - - - 7.0' 34.00' 7.0'
M I + 18 ! FIRE HYDRANT �6
8093 S.F.; 8050 S.F.. 8050 S.F. 8050 S.F.' 8669 S.F. CURB BACK TO BACK
\ III 106\\ \ `� ✓tom \ -�� ~� \ I`\ m \\ \1 SEWER -EX-SS-
\ \ 16 �\.�/� I 5.0' 2.0' SEWER MANHOLE
�� i (\\ \� �\ \ 9798 S.F. w 2.0' _ 5.0' _
SMH #12 �� \ �\ 8382 S.F. � --- \ \ \ SIDEWALK
\ / � i 0 \ \ \ 77 p SIDEWALK STORM DRAIN -EX-SD-
�\� \\\ \ 12 \ �� 15 ' �cT '�/ 9�. 70- �. 70 70 i - - 0.50' 7.0' 9.5' 9.5' 7.0' �5D f
9825 S.F. �\ 20 \ <- 3 114
O \ 30 8054 S.F. THRU LANE THRU LANE THRU LANE PARKING LANE
\\ \\\ \ O \\ \ ,6� , \ \ �� 42' 2% 2q I 29 STORM DRAIN MANHOLE 0
\ �� �� \�\ \ `90 \ \ `or �'•� i \ _l \\ \� \\ �psR.O.W. \ �` -- �- STORM DRAIN CURB INLET
co 2
S .> - �- = :
01
m \\\ \ 13 ' ��� \ \ \ 9120 S.F. 00 REVISIONS
\ co \ \ \ - + 22 \ \ PI PI
\_ c6 \\�� \\ 9582 S.F. \ / 60515 S.F. \ OPEN SPACE \\ \\ \
\57 S.
\' �- BLOCK 2 \ �� �L14 - 48, RIGHT-OF-WAY SECTION PI VALVE Da ,
10557 S.F. \c9f X \` \
�� \' �' rt,'/ - L \ BLOCK 4 to FENCE -x x -
M \\ -2710, \ STRUCTURE
ce) co \ j �- - - --� \ 0 1 °D\ 9120 S.F. co 0
z 0 1r� \\\\ < �-. \� �'p�+'-- I 69 r 69 \\70 I -'70 75 W \
42.00'
\\�� • \ \ RIGHT-OF-WAY PROPOSED 3
29 \ \\\ \ 16693 S.F. �+ \ \ ( \ \ 114 \ X d 6.5' 29.00'
6.5' WATER W
14480 S.F. \� < / '� \ \ \ \ �,�
�I I I I ( \ CURB BACK TO BACK
WATER VALVE N 4
\ EXISTING \\ \°\�\ �s / g'1iaMNUSE 27 26 25\ �° 24 �m� 23 \ 0 s.o'
\\ FOOT BRIDGE \ \� /� O� J 8004 S.F. '") 8004 S.F. '') 8120 S.F.�\) 8120 S.F. ;I 8608 S.F. 1 \\ \\\ y 1.5' 5.0' 1.5' r
101 _ \ 1 \ 4 cD SIDEWALK FIRE HYDRANT
�\ \ ,� � � / � -, SIDEWALK
97.01 S.F. \ 5
�l/ �z /� \+ I I J/ I / I 1 \ f SEWER
\ 0.50' 10.0' 10.0' 8.0' 0.50' SS
Jx x� 98 69 69 0 / 54, -- THRU LANE I THRU LANE PARKING LANE
7 �.
\ x x x \ -i _- 2% 29 29 -2% SEWER MANHOLE
LEI PROJECT#:
\ 30 \\ \ w / w w w STORM DRAIN -� 2013-3028
\ 1 1434 S.F. co \ -BLUE DOWNS SS \ -
\ I SMH #18 ..: :. -- SMH #16 _ SMH #17
i
- -1 - J
. .. ., t - - STORM DRAIN MANHOLE i DRAWN BY:
111 76 \ 76 76 \ ,
\ 112 x �\��s\\\\� 1\ \ \ \ 76 76 76 ■ PI PI .�$R
\'� � � 48' � BL K 3 �� I 42 RIGHT-OF-WAY SECTION
\\��, \��1-1\a\. \
\14284 S.F.1 \\ \ R.O.W. \ I CHECKED BY:
I 1 \,\�i v` ��\ I��N 3 \ �) 4 �� 5 �� 6 �� 7 �) 8 ) � 9 PI VALVE ►� LIMB
SCALE:
xccoo 31 co � 9838 S.F.'\1,N \\\\ \I\\ 10022 S.F. I 8436 S.F. r+� 8436 S.F. -�I 8436 S.F. I 8436 S.F. -( 8436 S.F. 8453 S.F. I „ - .
i �r?8698 S.F. ; W I
CLAD
112 _ r
� 109 1 \\o +
� � DEVELOPER / OWNER PLANNER I CONTACT DATE:
i-__ _ I l/
x 73 `;- 76 76 -_76 76 76 \ 76 1 / S89°23'16"E-487.00'
N89°23'16"W 835.02 -- - - -
- -2 CONGER MANAGEMENT GROUP LAREN BAILEY 1/28/2014
11 1627 S. ORCHARD STREET SHEET
\ \\\\\\ yv'L , BOISE, IDAHO 83705 LEI ENGINEERS
SUBD I I S I ON
3023 E. COPPER POINT DR.
(208) 336-5355
SUITE NO. 201
MERIDIAN, ID 83642
(208) 846-9600