Rev. Ridge P.plat 2013-1-29 PZCURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C3
20.00
89°48'52"
31.35
N44°26'04"W 28.24
C4
258.00
57°44'15"
259.99
N28°23'46"W 249.13
REVOLUTION RIDGE
SUBDIVISION
A PARCEL OF LAND ALL LOCATED IN A PORTION OF THE SE 1/4 OF
SECTION 25, T.3N., RAW., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2013
-SAH 3j \ � \ \ VICTORY ROAD
b 36"� 299.69' - - # '89°20'30"E 478.22' -~ - - SMH #2 ,�r ---/ /SMH 1 \�
- - S89°20' E - 541.98' ,-/�- # \
7 w
EX -b -- ? Ems'- / _ W T w- ,= - W - -�-� r - i
S00°32'33"W - 30.00' \ \ ��� -` r r Z' -0 ��6HP_-�
OPEN_. \ 25,, \ \ ��� x - - -
\ SPACE- - 22638 S.F..... 1 I 1 / I I I I II I I I I / / 1.00' _
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I 70 70 ( 70 30' 116 1� 7t"... 'l I I 1 ro 1 1 1 1 1 1 I I ao I 1 I / I
3\ rl 1 1 1 1 or I I m x
2. �.3 . �
8473 S.F.\ 8463 S.F` 845F1� �
. 8046 S.F. o0
0
/
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\ \ \ \` OPEN-' ~ 13802 S.F. CQY \ \\\- ' I I I II I I I I I I / // //
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\ \L2' �c9
3395 F
XS.. \\ /
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102 SMH #6 SS 0SMH #4 SMH #7 / \ \ o 1 1 1 1 1 1 l
24 2
'
^
BARN
\5
8059 S. F. / -62 \ \ \ „7 \\ �11 ��ci`
\ _ 124_ \� 14654 S.F.
10457 S.F._--- \� �`
\ BLOCK 2 l o, o \ �� \ \ % \� \ \\� \ \ I I / X / /xn
I
\ 2' / �n I 10119 S.F. \\ \\\ \\ \ C4
1 8039 S.F.,/
- -
m ___k\ 4 _ -86 - 71_\ \\ 6g\, \ x,15 \ 1 \\\\ \ \ -�I I II I I / \(+ / / / �/ N89 22'14"W 160.06
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3 ,o R.O.W.co to \\
c\j\ 8101 S.F. cD I �// \\ \\ \ \I \ 13._
\ o I \ I 11561 S. F.
o / _124 .� 10 11 0I 12
Z / - - 10990 S.F. �( 9]59 S.F. �1 \
\\ 9088 S.F. \
8101 S.F. cD /� I I i Dc �\ \ \\ \\�S o
\ ,. \ 1LO
4.
64 71 29 \ \
- - 3 ` \ 11309 S.F. \
�\ SMH #8 : �
_ \ \ - / \ I
m� -_5 `O RIOT SMH #9 \ \ \\\ ` ,�\\ r I I
8101 S.F. co Z
\\ G 66 70 ; ..28,, 2 \ \ \ \
y 124 - H : h \ I S61630'16 'W 33.74 -
4'2� I \\ cP �' \ \\ I \ "o
C ROW \ 53 o
6 > 19 �I�\ 18 �) \ 17 \ 15
\ 8101 S.F. co W 10351 S.F. \ I / �I
8316 S.F.-) 8451 S.F. 16�
12784 S.F. CID o� / N
8165 S.F. ��T / I M \ o
x\ x%00,cr) co
In co
_-8110 S.F. 88 \\ 70 I 70 ' -� 75 1 40 1
39
/I
BLOC
\ II 124 - I \
m\ o) `\20 ml00 , 21,
589°20'30"E 300.00 - _ It , 1 $ 10347\ S.F. I 8319 �.F. 840,12? S.F. I 1'\ \ \`'' - - - -
�� 21 1 141 J = _ /Ili I 10136 S.F. I ` \ I 23 \ 24 \
\ ! _ _ _139 = -Y _ 4� \ 110839 S.F. I
1 \ g_ ------- -I�R-- \ I 10128 S.F.
R.O.W.\
9 010 56 41 \ 66 70 1 \� 58 F, I \
...•.
coI 11165 S.F.
- RIODOSA-SMH 13\
\ d; r 8965 S.F. \ - \� # 81
.r
\ d ``� / \� ` \` 1�� SMH 11 SMH #10 SMH #14-_-'_* \
47
. • . ,•
\\�3 2g\� 5`� 37 30 70 / x70 ��-XT70'` 4 _37-_ .. X \\ 11 = = x--
11889 S F - - - -SMH #15_- PL
48.00'
RIGHT-OF-WAY
34.00'
CURB BACK TO BACK
roq 9-
I - \ A-_ 17 -18- `19�� \ 20 �. \'21
8093 S.F.-y X8050 S.F.. 8050 S.F.. 8050 S.F.--41,\ 8669 S.F.
\ III 106\\193
\ \ 16
C\2 \ 9798 S.F. CO
SMH #12 �5 f� 8382 SF.\\ ��
N
\ \ 12 o, i 70 70 70 \ 77
` 111, \9825 S.F. � °15 !39 -- - �.i\ _� - .i L - - 0` 114
42
�\� \\\\ \ \ 30 8054 S.F.
0.
\ m "\ \ Cb
13 \ �� �3l/" 22 \ \ \ CO \ 9120 S.F.co
m _
sy �28`�\\ 9582 S.F. \\ \ +i� - --- 60515 S F. \\\OPEN SPACE \ \\ \y �\ \\ 114
10557 S.F.' BLOCK 2-
��/ L
\\\ \ ' i+ x
---2710, \ \ STRUCTURE ` $ LQC K 4cq
yc ___ \ 5'co
5�0 ' `�` d��- -JT - �- - - - \ \� °D\ 9120 S.F..
m 0
zl .-, 1r \\ < \-. \\ �p \ 69 I 69 70 I X70 75 >
14 I I \co
29 \\\� \ 16693 S F. \ �+ `° I \\ I \\ I \ \\ \ 114 X �
14480 S.F. ���\\ < /' �\- \ I~ I I \ \ \ \� \ \-\\-.----1CQ
EPSTJNG\ EXISTING \� oo �s / �IaWSE 27 26 25 \� m I 24 `co \ 23 °' • �h \\ `� C)
\ FOOT BRIDGE \ /� O� J� 8004 S.F '") 8004 S.F. '"I 8120 S.F.\\) 8120 S.F. ; I 8608\ S.F. \ 4
\ 101 _ �` f
I 9701 S.F.' 10� \
\ Jx x0 .. / - \ \
69 54 \\
� 7 70 /
`\ W W yy _
\ DOWNS--+ #16-;&:-,--\ SMH #17
SMH
.. ..,., is ... . .. t-.-..,;. ;... ,...., ._.... . ..- ...- .... -1 _ J
37
76 \\ 76 \ 76 76 1 76 76 -
\��� , 48 B L K 3 _ /
I �, OAC I ..
14284 S.FA 0 \ \ R.O.W. F• I /
1 \\'��`���\ 1\\N 3 \ �) 4 �I 5 �I 6 I 8 i ,/
\ 1 10022 S.F. - I 8436 S.F. 8436 S.F. 8436 S. 7 I \
9838 S.F. \N \\\ \ 8436 S.F. 8436 S.F. 1
11 \\\ \ \\ 1 \\ \ \ I I I I 8453 S.F. r, �
109 l \\o\\\i
731 76 '76' - 1 !
- 76 76 _ _ -76 76 1 /
°23'i6"E-487.00
_! N89.23'16"W 835.02-__
S8s - -
\\\\-----
/
/
\ `\ o x 30 co
r. 11434 S.F. CO /
\ I : SMH #18
x x -,j
x_112IL
_
\I 3
X00 31co c
�T38698 S.F.
112
x
EX -SS --®
- - 7.0'
2.0' _ 5.0' _
SIDEWALK
0.50' 7.0'
THRU LANE
2�
9.5'
THRU LANE
2%
9.5'
U LANE
2%
48' RIGHT-OF-WAY SECTION
VICINITY MAP
Q
-140
Q
d
Q
Q
0
VICTORY ROAD
J oT***w
z W SITE z
0 z Q
x
SCALE: 1" = 80'
0 40 80 160
TABULATIONS
TOTAL ACRES............................................19.738 Ac.
TOTAL LOTS...............................................69
TOTAL UNITS.............................................64
UNITS PER ACRE......................................3.2
EXISTING ZONING......................................RUT
PROPOSED ZONING ................................... R-4
OPEN SPACE ..............................................+/- 2.33 Ac.
NOTES
1. ALL LOTS COMMON TO A PUBLIC RIGHT-OF-WAY HAVE A 10' UTILITY
EASEMENT ADJACENT TO THE RIGHT-OF-WAY.
2. SANITARY SEWER MAINS SHALL BE 8" DIA. UNLESS OTHERWISE SHOWN.
3. WATER MAINS SHALL BE 8" DIA. UNLESS OTHERWISE SHOWN.
4. PRESSURE IRRIGATION SYSTEM TO CONNECT TO EXISTING PRESSURE
IRRIGATION SYSTEM.
5. SURFACE STORM WATER DRAINAGE SHALL BE MANAGED BY ON-SITE
DISPOSAL FACILITIES IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT
REQUIREMENTS. REQUIREMENTS FOR STORM WATER MANAGEMENT.
6. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION
31-3805 CONCERNING IRRIGATION WATER.
7. ALL FRONTAGE IMPROVEMENTS SHALL COMPLY WITH ACHD REQUIREMENTS.
8. THE FOLLOWING LOTS;
BLOCK 1, LOTS 4 & 25
BLOCK 2, LOT 22 & 28
BLOCK 3, LOT 2
THESE LOTS ARE TO BE OWNED AND MAINTAINED BY THE HOME OWNERS
ASSOCIATION.
LEGEND
EXISTING
WATER METER
worn
WATER
W
PL
WATER VALVE
Da
FIRE HYDRANT
oQ
SEWER
-EX -SS -
5.0' 2.0' SEWER MANHOLE
SIDEWALK
7.0' 0.50' STORM DRAIN
-EX -SD -
PARKING LANE STORM DRAIN MANHOLE
2%
�- STORM DRAIN CURB INLET
23
PI
PI
PI VALVE
><
FENCE
_x_x
PL PL
42.00'
RIGHT-OF-WAY
6.5' 29.00' 6.5'
CURB BACK TO BACK
_ 1.5' _ 5.0' _
5.0' 1.5'_
SIDEWALK SIDEWALK
0.50' 10.0' _ 10.0' 8.0' 0.50'
THRU LANE I THRU LANE PARKING LANE
22%'� 29° 2%� I 2%
42' RIGHT-OF-WAY SECTION
PROPOSED
WATER
WATER VALVE
FIRE HYDRANT
SEWER
SEWER MANHOLE
STORM DRAIN
STORM DRAIN MANHOLE
PI
PI VALVE
DEVELOPER / OWNER
CONGER MANAGEMENT GROUP
1627 S. ORCHARD STREET
BOISE, IDAHO 83705
(208) 336-5355
PLANNER / CONTACT
LAREN BAILEY
LEI ENGINEERS
3023 E. COPPER POINT DR
SUITE NO. 201
MERIDIAN, ID 83642
(208) 846-9600
- An Idaho LLC -
ENGINEERS
SURVEYORS
PLANNERS
3023 E. Copper Point Dr.
Suite No. 2 0 1
Meridian, ID 83642
Phone: 208.846.9600
office@lei-eng.com
www.Iei-eng.com
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REVISIONS
1 -
2 -
3
4 -
5
LEI PROJECT #:
2013-3028
DRAWN BY:
JSR
CHECKED BY:
LMB
SCALE:
1"=80'
DATE:
1/28/2014
SHEET