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MOVADO SUBDIVISION Z E
PRELIMINARY PLAT B�DENBAUGH CANAL NORTH
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MERIDIAN, IDAHO - 2016
"' W.OVERLAND BLVD.
LOCATED IN THE NE 1/4 OF THE N 1/2 OF THE SE 1/4 OF SECTION 21, A — —T.3N., RA E., B.M. MERIDIAN,ADA COUNTY, IDAHO _- —
ROJECT ITE
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — 16 15 _
_ _ - 1 22 CIVILINNOVATIONS - Y C O
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E.COPPER POINTE WAY — O w m c)
— '_— r E.PINE BLUFF DRIVE E.MUIR RIDGE DRIVE Z o
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-- 1EASY JET DRIVE >
W.ARMGA DRIVE
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VICINITY MAP
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_ `\ BLOCK 11 \\ w J\\ i J NOT TO SCALE
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BLOCK 11 - 8 ��BLOCK111 I
\ \1 BLOCK2 I y PRELIMINARY PLAT NOTES
\ \ \ ` 1 \ I158 ,57 156 155 /154 1531d
10 9 4 3 7 ¢ I
1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY
\\\ 1 w\ — 15z ts1�11 CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT
31 29 26 25 22 21 18 17 14 13 ,0 11, 6 5 41j BLOCK 14g o lsli' _ I 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL
/ BLOCK 11 ` - GROUNDWATER ELEVATION.
I BLOCK 12- I `I I � _ I \ 149 \ 1
3o za -27 za z3 1 zo 1s 1s — u ,2 11 1 12 7 s 1 \\ 20 �148_ 1\\ W.SILVERKING STREET 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF
J L L_- s ' MERIDIAN AT THE TIME OF THE RE-SUBDIVISION.
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—� T — _ ` 9 +47 \ 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT
-- PHASE 4B EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED.
--J -- J r---- I 4 \� � to \ \
5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF
\� BLOCK 1 55 \
BLOCK 11 \ \� \ ,aa \ THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC
143, \ ` UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS ARE AS SHOWN.
CRAWFORD PLACE SUBDIVISION
a 6. IRRIGATION WATER WILL BE PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). WI
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BLOCK' 141 LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM x
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SETTLERS IRRIGATION DISTRICT. o x
E.PEWTER FALLS STREET W
\ BLOCK 1 (� 59 52 \ 1a 20 21 24 25 \_ \ 13 12 13 13�` \� \ \ < W.PEPPERMINT DRIVE 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER = �
_ 1 PHASE 1B— \
co UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. z w a m
\� \`� C6 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, � ox z
3 > 2 \\ o F� 61 50 \ _ 19 22 23 26 27 28 \\ w \\ 1U \\ F 135�`\��, �qG ` AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED w a
\ ¢ ��F zs PHASE 3B 9 ` O 134� \` ay \ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE � z >
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�, 3 ,\\ off' \ 62 as — — — \ / \ a �p 133'\ \ �'qy ` (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS x z z
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s \ t'9 v J J --J / BLOCK 10 7 L SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL z o
� BLOC K6 \ �^ :30� i , Fes\ � � \ z
4 �� 83 48 47 44 43 39 1 38 34 1 33 , / ' 1 g\ 131 \ \� O w j O Z
z 6 \\ s1 ,30 ` \ \\\ OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." _ �, N o
d 7 = 5 \ \\ \ \ gq BLOCK 1 j I ''za\ 4 s �P, 7 8 \ �\ 129 `� �� \ , a, 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. a ED
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C 8 N / -BLOSKI\ \\ \ \\ 3 �� \'g, \ ,28 \ ` \ I@/ 1
10. DIRECT LOT ACCESS TO W.OVERLAND ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND z a w
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PHASE 2B 19 2 F s ` +ze a 1 CITY OF MERIDIAN. o� x w w
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N SILVERSTONE CAMPUS R 15 �P '0 ` 1zs' " I W 11. LOTS 1,13,21,27,AND 28,BLOCK 1;LOTS 1,2,13,32,60,83,85,88,90,92,93,94,118,151,AND 158,BLOCK 2;LOTS 1,10,13,AND �„o0 0
\ BLOCKS 11 \1241z3 \\ s\ \`\ o I I+I 21,BLOCK 3;LOTS 1 AND 11,BLOCK 4;LOTS 1 AND 10,BLOCK 5;LOTS 1,21,AND 27,BLOCK 6;LOTS 1 AND 6,BLOCK 7;LOTS 1,8,AND z_ N ;'
,2 PHASE 5B ,r \ \ i,I z
\ 12z \\ ea 23,BLOCK 8;LOT 1,BLOCK 10;LOTS 1 AND 8,BLOCK 11;AND LOT 1,BLOCK 14 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY W w
12 10 16 20 S �13 �/ 117 \ 121 ` \\\ \ ` I I
— 1 \ P _, +Zo \ \\ �I y THE MOVADO ESTATES HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND cc
,3 \ --17 15 21-- 22 - - ` y J v r E� 98 14 `� 116 \`\` \ O
LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT � z �
�� 119 \\ `\ `\ I
1a _\ \\ \ y _ 100 101 90 �� `— `\ y m1 i DRAINAGE. = a
I` 12 14 24 r\ / 94 / - O 16 114 - - ` BLOCK2 \ \
- 15 \ 13 \ -- - 102 O �� - \ `\118 \ \ II
R 8 \\ _ 92 113 \ \ \\ 1 12. LOT 20,BLOCK 1;LOTS 51,70,84,89,119,AND 152,BLOCK 2;AND LOT 20,BLOCK 6 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE N o
---`\ Ec ___ 103 F. 112 _ _— \\ `\ \\ I OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A z
n zo R-15 2, —_ ="i;; 104 — — _ MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,0001bs.
\ \\\\\ _ \
21 � 26 `-\ ��\\ \ 105 '. -
+a zz 2a 2s ss zo ,' ___ z7 _1=' wy' , 13. LOT 1,BLOCK 15 IS A PRIVATE DRIVE LOT FOR THE PURPOSE OF INGRESS/EGREES.THIS PRIVATE DRIVE SHALL BE CONSTRUCTED IN
<� y / BLOCK 2 __\ \ `� \` I I
19 _ 22 ' - 2 BLOCK2 rn BLOCK2 R-15 ,��`� / 18 is' \y \\\` \\` `1 ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 Ibs.
5 �'6 ' -- 20 I ``\\ \\� \�O\ _, /1 `\1 II
BLOCK6 19 23 Fl1,�F9 3 4 /^ 7 \\ \` �, 17 / ' 21 \\\\ \\� Y\\\ \ 11I 11 \
3, ,\\ PRELIMINARY PLAT DATA
29 26 ----- ------ -q��sO9i` _ _ --' ' --- --g L 1s- ' PHASE 6A�F 22 \ o Ipl Illlllt 3-
32 Rw -- — +8 F g `\ --_ A�clyT 23 — j I Ij TOTAL ACRES 113.42 AC ZONING
' 33 V 1 - 60 10 ^ - - 15 / 11 12 - �9F9��S 24--'— \\ I - PUBLIC RIGHT-OF-WAY 14.46 EXISTING:RUT PROPOSED:R-15,R-8 AND C-G
,'- 17 z _3— —4— _s1 � O v RESIDENTIAL AREA 65.23
' I — — — PHASE 1 A- — — — — ` 14 ' Ri�,F '/ I 1 COMMON LOT AREA 19.92 MINIMUM LOT SIZE(SF)
z ,a W 11 Ax+3 13 SINGLE FAMILY 3,200 SF 34 R-8 ' ` BLOCK2 /
aLocKs 59 � --- 10 , 25 I I I�1 � I COMMON DRIVEWAY AREA 0.58
I —3 ' 17 16 + sz /�! \ / ' to \ I IIII PRIVATE DRIVE AREA 2.51 AVERAGE LOT SIZE
'35^ _ -- - -_63_ 58' / ` - 8 s'' BLOCKS 1 26 II COMMERCIAL 10.72 SINGLE FAMILY 6,609 SF
BLOCK 5 - - _ / -
4 1s z 15-- ---' t , zs 28 15 LL, I IIII I/ TOTAL LOTS 480 RESIDENTIAL DENSITY Du/A10 O
I BLOCK 6z:i 7 _ IIII J
SILVERSTONE CAMPUS 36 0 — — '--'/ 64 57 2 w - 27-'' I SINGLE FAMILY LOTS 430 RESIDENTIAL GROSS DENSITY 4.19 y
_ COMMON LOTS 40
o� 14 12 11 10 9 — 8 7 6 5 w - _ -
N w ' \\ g 16/' z III COMMON DRIVEWAYS 8
PHASE 3A 15 � 30 � a 1 I I \ 117 I \ RESIDENTIAL NET DENSITY 6.59
> 65 56 PRIVATE DRIVE 1
I LL, 6 1a ,3 — E.DIVIDE PASS STREET— — — o z 3 " sV�/ `\27\ /17 a za j I s3 COMMERCIAL 1
\ 36 O O __ w z 31 Q / oC
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- ' z - -j 66-\ 55' ¢ BLOCK 7 > 5 �`� 29 \
I ¢ 7 13 _LU BLOCK w 10 ¢ O� ' N I
OPEN SPACE 15.41 Q Q 1a LEGEND
39 2 3 4 ___5_ -_6- - 7_ _8- 9 10 cry 67 54 PHASE 4A a gQ zs 30 /�'' `!J OPEN SPACE PERCENTAGE 15.00°� �
J --- x 32- CO' ' 'I
_ / 1 ENGINEER BOUNDARY LINE = z z
I 40 d 6 12 � 1 11� _ _ - / 25 19 �� /�� 1 I 1 I.
J _ 68 53
17 16 15 14 13 12 8 3 PHASE 5A ''31
I x - 20 18 18 '/ N 20 '
41 T
'�g I s ' ,' 3z i 1 1- j 11 CIVIL INNOVATIONS PLLC y o J
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ss,— 52 �� RIGHT-OF-WAY LINEE.COPPER POINT WAY— — — — — ' t0 — PHASE 2A — _ ' 2 33 24 zt 33 I /'1 illiil II CONTACT:BEN THOMAS PROPERTY LOT LINE O w
— —E.COPPER POINT WAY ,— __ 70 51 — s / / \ I - 1043 E.PARK BLVD.STE 101
' _ _ = 1 -,22 ' 34 ' \I IIIII I I PROPOSED ZONING BOUNDARY LINE
so ee 65 83 — — — — — — — _ _ _ ' '` I I BOISE,IDAHO 83712
\ s1 ag BLOCK BLOCK E.COPPER pOINTE WqY— z3- �// V`. ✓ PHONE:(208)884-8181 — — — PROPOSED PHASE BOUNDARY LINE
so 79 78 n 76 7s 7a 73 7z ,+ J _ / CENTERLINE a
- —\87 ---86---84 gz a' — 50 49 4835cQ��' / DEVELOPER
--- --� ----_--_ -_-- - ------ --- _ --- -- --� 46 45 _ /'� ' III
c `�RIDENBAUGH CANAL— fB�OCK2 F --- 44, -43 42 41 ag BLOCK2 3s QJ� \/ ' EP EXISTING EDGE OF PAVEMENT
---- =2 — _ �— 39 3a 37 �/ /' I DEVCO, LLC
CONTACT:JIM CONGER EXISTING CURB
---- --- —=— —
----- _—_ � —`� c — _ \ II II AVE. PROPOSED VERTICAL CURB
4824 W FAIRVIEW
— — --- ----___-- BOISE,ID 83706
----- ' PHONE:(208)336-5355 PROPOSED ROLLED CURB
300 200 100 0 200 0 --- ---_____
--- SURVEYOR 345 EXISTING 5'CONTOUR
HORIZONTAL SCALE IN FEET ----340---- EXISTING T CONTOUR
SAWTOOTH LAND SURVEYING, INC.
CONTACT:CARL PORTER,PLS
2030 S.WASHINGTON AVE.
} } Hlw lIe } } YID w1H Hlw 11e } } YID LU
EMMETT,ID 836 7
Q Q Z d Z J Q Q J Z d Z Z d Z J Q Q J Z d Z
W I¢ LU 3 a l w a I W W I a LU PHONE:(208)398-8104 a l w a I W
w w 210 nI w w �I� OIL �10 �I� �ILU OIL
W C./) W W W W W W W W L.L w W W W
0 o cnlo cnlp o o pl0 olcn cnlo �Ip o o plcn olcn
x x wl¢ wIN = _ �Iw ¢1w wl¢ w1� _ = Nlw ¢1w
C7 cD w c� cs w I w c13 cD w
°C 44'RIGHT-OF-WAY CE 7' 13' cc 35'RIGHT-OF-WAY °� 13' 7' 7- 13' " 57'RIGHT-OF-WAY °C 13' 7 PROJECT N0. 16-0208-M$
0.5'LANDING 0.5'LANDING _ 1' 33' 1' 21' 13' 21' 1'
DWG FILE P.100
5' 33' 5' V LANDING _li 5' 8' 2' 14.5' 14.5' 2' 8' 5' T LANDING T LANDING _ 5' 8' 2' 18.5' 0.5' 0.5' 18.5' 2' 8' 5' T LANDING DESIGNED BY BT
SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK
2' 14.5' 14.5' 2' DRAWN BY KOH
I I I I I I I I
I I 1 I 1 I 1 I 1 1 CHECKED BY BT
ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER
VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER I I I 1 I ISSUE DATE 10/11/2016
2% 2% 8"VERTICAL CURB WITH NO GUTTER 8"VERTICAL CURB WITH NO GUTTER
1.75% 2% 2% 1.75°� 2% 2% 2% 2% 2% 2%
HORIZ.SCALE AS SHOWN
77
VERT.SCALE AS SHOWN
4 TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTION TYPICAL S. MOVADO WAY STREET (DETACHED SIDEWALK) SECTION TYPICAL S. MOVADO WAY STREET WITH ISLAND (DETACHED SIDEWALK) SECTION Psi
O O
NOT TO SCALE 5NOT TO SCALE 6NOT TO SCALE
SHEET 1 OF 3
D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.101116.dwg Last Saved:10/11/2016 2:09 pm
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CIVIL INNOVATIONS — — — — — — �
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\2 '2s 157 156 155 154 o - o
\ \\\ 663 6q\ \ _ 9 �� 33.00' 68 00' 68.00' 33.00' g ` \ 153 \ I w a 2f
1� 7,065 SF / \\ �\ 3 LL o LL o LL cn
?66° 266 \2662 \\ \\\ \\ _ 24' 10� 9_\ _ _4 3 2a' I k J \ o v� o w o cn o / v�i o II _ I o z >
` /\ ------ 10,126SF 0 158 0 0 0 0 0 �/ o o c� 4 - o
4,581 SFI 5,294SF _-5,294or 4,581 SF j� a o o o o 0 z
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71.aa' 1\\ \ 83.04' ? 66.00'- 66.00' \\� 66.00' 60 \ 6 �' p�"� 66.00' 66.00 t 55.96' 61.00' 61.00 68.00' 68.00' 61.00' \ 18.7 3.2T 40.00' 40.00' 40.00' 60.25'
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\ 31 29 26 25. -22 21 -18 17 14 �13 -10 j 11 8 I a.
7,062 SF 5,643 SF, 43 SF 5,643 SF &5,643 SF 5,643 SF 5,643 SF 5,643 SF_ 5,643 SFI 5,643 SF_ �5,216 SFI M 2 \\
h a 4,842 SF'� 5,398 SF 5,398 SF M 4,842 SF 2 a 60 to \ 0 pI 1 x z w
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30 r 28 27 _ ��24 23 r 20 19 r �\ \ t g aa' o too.00' a M �
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6,822 SF I 5,643 SFh `5,643 SF 5,643�SF- 5,643 SF 5,643 SF- 5,643 SF 5,643 SF- `5,643 SF 5,643 SF- 5,047 SFh "'5,047 SF 5,814 SF 5,814 SF 20 ia.os' SF -'1 \\� co z
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II 53.56' 66.0'\ 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 66.00' 33.16' a� \d 33.00' 68.00\ 67.20'18.09 0,`° n/ \ Iw rn p
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8, 09 S 6 5,044 SF 4,788 SFI 4,788 SFI 5,386 SF 5,386 SF 05,386 SFI \ 5,386 SF_� 5,386 SF 3 2
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629 5,182 147.62'\
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64.71, 105.92' `
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19,506 SF 5,072 SF 5,071 SF 5,072 5,071 SF- \ \ �'_ 8,184 SF\\
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63.00'-- --63.00'-� 63.00,-J S� \ \ 20.58' ° \ S> \
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63.00' �03.00'-- 63.00' \ 11.9T 91 98' -- 0 00 °Q .. \ '. +� \ O ?o\ \ \
0 18 20, 21 24, 25 1 � 1a ,O ti0 0 \ \
E.PEWTER FALLS STREET \ \\� \� 5 465 SF ® 52 23,028 SF \\ s / `\ p, O °
\\\ 5,182 SF
8,011 SF JI� \5,072 SF 5,072�SF 5,072 SF- 5072 SFi s2` - s �050°° ��600 � \°OOoop° O� 266\ �9� \\
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PRELIMINARY PLAT
_ / \\\ 6ISSUE DATE 10/11/2016
}N 21 - _ \ \\\ " "/ / ' sg, SCALE: 1 = 100-0 HORIZONTAL
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P. 1 01
SHEET 2 OF 3
D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.101116.dwg Last Saved:10/11/2016 11:45 am
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o \ 8,949 SF \ \\\ \ \ _\ \ 10.62/ // / \ \\\\ o\ \\ J� \\_ Q I > z O v7
o o r
r
9 756 SF o� \ \\\ `7s / / /, 76.38' 21 \ o
/ 31 6,900 SF F s 3` i 17 1 ss \ o w
/ - - - 60.70' �--�\ rye. \\ ��\\ � F G -�i -Ipl=----_106 �/ /i 410
p0 / 8Y 72 8,06 5F � 6�,\ O Z
11,348 SF o o a \\ i/ if / /�° r
/ N ----- - \ /i 83 37 \\\ \ e \ O v7
30 � 29 28 t15.00' . ° a-- ��L`'L .101.43' c c c ♦y 2 �... 127. 3.78' 70.91' --- $ O°\ \\ \\ EG // /// 00'1 5 0' \ \\ 6 // / f - O
66 76.26' --2664- � \ \\ � EG /// js8 3. o oQ \ 6 � / \ I � o
6,014 SF 6,000 SF 5,950 SF oQ? oso -- -- s2ss'..:..., aLU
SFo i' %� // o a s 22 ``C\ `\\ 2 s \\` �I^+c` r a rc oc
m 2664 .. ---------- S - = 0
, � ...,... . ,. :..:- . ...,.. 820 ` 6e sS3 FFc\ Q w " U
_ 20 '
- .o o ---2664------ - - _ 5 ?2a / 16 \ 8 06 5 66s`\ \ /
/ 18.19, _14.14'- o o _ �q\--- a - '0. 505 ° 1 \ \7�9 \/ � z N
- 1$ _, -- 'C' F A 07.23' '2' " ?6 w
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l
32 ,az.00 so.00 so.00 ^ ^ __ __== �5 \/s 8'0 �' ?6s 9�e // / J \ 0 0
op 8,510SF �0 9 ?s; === o ,�5 o z
7,115 SF 2A,.;...-. 1
77.98'......: g7 31 34.53' \ 3g, S
8,2 1 SF a /'° o, �oo0 2 h s s\\\
\ ,j .,.. � � 3 8,056SF \s °�8�2\\� \ o
98.99' S°. ' 115.00' o / 52A 00 °j, \ _,- \\ ST` \�7 `\ \ O N cz
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60 >o/ - - '2,8,167 SF \ \ m K
\ 1 —2665- 1 \ 69.7� 2B \\
115.00' sb 10 __ � 11 12 989�• °p' 10,753 SF 6 0 0 0�
33 Q':, 1 o c 3 F 6� 6 vy, o p19° 6g \ \ a w z
/ 6,220 SF s7.os' s. 17 BLOCK 3 = 2 0 77\ S°o / oo : o` 12,869 SF 11,088 SF \ \ szs, \ Ijlhul w
8 98 I
s.2r 8,510 SF 3- -" -4- -N 61 _ - 2665°r /w a° �' s4 ' r jlu IIIgII L� = Q
tioo� 100.00' 12.as' o _ - - - - - _ - - -6,900 SF °'''.: \ w 14 o ao ti6o 30 /' / 411 I x
- - 1 - - 8,682 SF-=- 8,753 SF 9,315 SF ° a 13 p �. °o. e2 \ I IIIII N N o
n 2 1$ 115.00' - 2665- - - - - - 115.00' 0 3S9 11 ,� N 10,970 SF i Sy22 13 23 \ ��� j / / IIII I11 a Z
o e 6,188 SF 6,190 SF, = N \ 12,956 SF _.12- qT 11,382 SF °0 25 IIIIIIII III I11 w
7s.13' \ --------2sss-- - 13,231 SF /'� ^�' I
°° 10 �, 13,434 SF IlOiil ilii�
,ti Qo. j 12,220 SF ' a o '..\ m I IIII d�a1
34 100.00' 100.00' 76.01' 76.01' ° �° B 9] 14 I I III Illl'll
0 6,000 SF � I o - - 62 59 s4' s• .:' o . I I I I I
100.00, _ Q 16 a 900 S 9,592 SF ' r2 1 1
^ o0
0
0
0
g : 8,510 SF 6, F I III I�
19 45'� :..s7r' 13.78' "0°O /' 3`l'1 zr8g3 , F \ 1 0^
'- - 3" 17 N a 115.00 131.06' S �
o . 6,200 SF 6,200 SF 115.00' /10.20' \ / A0. ,o k%° I j 1IIj1 IIIIIIII J
tts.ls'
35 0.. / $ rn s02A I III 111 IIII a 1
/ 6,000SF 100.00' 100.00' ------ - ---- ry E.PEyyJERFgLLSDRIVE 9' p 26 0 /// i II liloll �IIli1 1 wl III
o- o / /
100.00' i o g 63 58 N; 11,834SF
6,900 SF-- _ 7,444 SF / 29 o J 15 76.00, 76.00, 20' 7s.00' 76.00' 76.00' 7s'00'-- eo.00' _ oo. 1 ale 14,488 SF 18,848 SF 15 61115.a0 F r iII lllilil Ioiliiij I w 1 IIII/
4 16 CS 6,900 SF---- 115.00' 115.82 7y, " 0 10,581 SF r j4111 II II I I/
I
ti 6 200 SF 6 200 SF 115.00, -_
11.38' o
/ rn _ /,2sss� � c' 1.4 .1. 7 '/ � 1 0 / I I IIII IIII III I III 1 I I I /
6 0 5 11.38' N 9
6 _ 3 I � II
ti6 - w 9,116SF_, �z y9 33' _ - r o I� IIIIso I
I
6,001 SF 100.00' 100.00' C. ------- ------- 64 57 arno . 2 �'. 66�0 5e 115.01, 44' 27
100.09 12 11 10 9 9,079 SF 12 _ - 115.00' 3 s s3 / u, ill Ili 1 1 w
BLOCK 5 14 8 7 6 5 6,900 SF 6,904 SF a:. b _ - 3p52 5 = 6,900 SF �I III llii I �I
/ 67 7,226 SF _ / a z 115.00' 1 IIIIIIII
8,740 SF 8,740 SF 8,740 SF 8,740 SF 8,740 SF o 8,740 SF 9,188 SF 33 115.00' 115.00' 115.00' __--115-00 30 P5°5 0 16 // ip IIIIIIII w I
BLOCK 6 W 5 15 s.s7 7,464 SF 44' /
15,848 SF
37 0 6,200 SF 6,200 SF- 110.32' N o a // oIII IIII III
6,000 SF W 100.00' ,100.00' > 13 B 2c6 .6
76.00' 7s 00' 20' 76,00' 76.00' 76.00' 76.00' 75.00' :: o L 65K 56
a : r. 33' 11 a 6,900 SF z o O
o g 7,8 0 SF "' '98?� v.. 27 s.ol Z 28 / poll Ilj lull) M 6
100.00' W \ W r n o a 6,900 SF �61n111 j111/I1 + \\\
900 S / 3 O SF 115.00' 18,250 SF z 93
`� 6, F `� 6,900 SF "
o C o 90 // c� 115.00'
-o 0 0:: - - - - - - -F� v / rn 14.13' Hq o vi
o :
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E.DIVIDE PASS STREET - - o '115.00' s' a / 26 6 i4 ' M e - - - o _ 10,350 SF 6 17 i >d / : 26 g
16 0 38 -o 6,200 SF 6,200 SF \ a / w 81 otiry /r 6,900 SF
S o J - _2 - - o /,.., ,..-.. \ �_ 667\115 0'/ o o .. Gam/ -2�
.00 115.0 i
0
0 69.82' 72.00 72.00' 72.00' 72.00. 72.00' 72.00' 72.00' 72.19_- -� 66 0 55
.:0 29
6\ 6,000 SF = 100.00' 100.00' \ a o 33 5 ,; 18,167 SF q9 11s.or o
100.00' ri 115.00' c 10 44 7,820 SF o Q� ' 14.13' �? 0 6,900 SF /
vi 6,900 SF 6,900 SF 6,900 SF �„ 7s p�� Po!� s9 N 115.00' w/ /// O
7 13 BLOCK 4 - ,, 115.00 115.00' �+ 115.00' = 115.00' dss / <r II w =
N 2 0 3 4 __ 5 _ o _6_ a a �" BLOCK 7 W ° Q� ��� 10.84 18 �� `\ Q Q
26 ti 7,829 SF m / /I ��\ J
39 6,200 SF 6,200 SF - - -- 7 8,-'a 9 a 10 q o 0 0 °o S^' 14,420 SF 30
6,000 SF 100.00, o'
° 7,469 SF = 7,201 SF_ -7,201 SF 7,201 SF 7,201 SF -7,201 SF- --7,201 SF 7,201 SF 7,707 SF ti 90, r /
100.00, - 67 54 10,350 SF 9 0 4
o ° 0 6,904 SF / / 6� //
6,900 SF 6,900 SF 7,820 SF 17.90' / °33 o I - cc
1' 72 0 7 01' 7. 1' 115.00 115.00' 6,900 SF 3 g, a o:: / /
7 p = ° I 115s1' r Y/ = z Q
8 w 12 N 2 2 -115.00' 115.00' -- v __ 115.00' 32_ 17.99' / ���°/ w /11 Q
40 6,200 SF 6,200 SF / -- x ,-- 13,934 SF ,: 0 19 0. / / // / 1 CA 0_ J
6,000 SF v; --o Y5 00° 7g a / w
100.00' 100.00' _- 33' cc
68 53 r 00,146 SF a ', \
100.00' 33' -- 44, / $ o Q 3.56' O o /
qq 2667--- ^ ` 17 a 16 15r.
14 0 0 6,900 SF 6,900 SF 6,900 SF 3 11s.00' ' 15,346 SF yob 9 996 SF / / \ ' I� N LJJ
- o ' 9-- 11 20 N 19 18 7,214 SF 7,201 SF 7,21 SF 7 21 SF o 13 g 12 115.00 115.00' ,u.75 115.00 7,820 SF
9,093 SF = 8,645 SF = 115.00' s, o 0 20 / r illlp� 0
41 6,200 SF 6,200 SF 7,738 SF 7,201 SF 7,705 SF _ 2 12,836 SF a o` h J o w
0 5 3� o o / / r ° / nlll I M
668' I a o >v:7,800 SF / s, / r / m IIII I I la I
6 O°
2667-J 6,885 SF 100.00, 100.00' 69 52 N= o
56.85' 30.03' 41.99 72.00' 72.00' 72.00' 72.00' 63.86' 13.85' m n m v �p ^.II ^
s . 10 / 7.zs' X%2sss-7,081 SF 7,219 SF 33 44' 21 r // r� r �,II
2667 -- T / \ 69.82' 58.55' 128.52 131.20' \ 2 Tryg �� / ri \ / �IIIIII
75 .. o
—M a - - - r 89.94' 8 S 3SF 1 3 SF 24 ��,. o^. 47,800 SF , 33
o
7 F
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6 ___.. _.....:.. ..,,,..: off. / 110.7' o / o o°, °6 r \r IN111111
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-2667 63.72 0 70.00 70.00' 70.00' 70.00' 55.15' ' \ i ^o. r \ III IIII I+58.7 13.14 60 00' 60.00' 0 60.00' 60.00' 28.46' / `� IIII
,
2668 90 20 8$ 20 83.. 70.70 z2s' - - - - - - - - - - - - - - - - - - 3j�1 _� - - 1 o ,- 22 hti // :r 6>�. 111111l j i I I
85 - - - - - - _ _ M' _ 10,751 SF- ti. / 34 ,( h I
I
38.5p :..:.,....
2669 115.01' 115.00' 115.00' 115.01' 45.OT - E.PEW 123?- a'- ,78,0 0 SF IIII 11�1111 I
1 668' 70.00, R FALLS DRIV M,.�: p6 \/ h s° 5 r =
2670 0 70.00' v -
\ 2 a m v o M c o E. 63.34' ep / °' -
\ N BLOCK 2 -_ - _ M 81 N 80 N 79 78 N 77 76 75 74 73 c 72 71 -
2671 \ 91 -� 89 87 ' _- 86 --' o g4 0 82 8,634 SF = 8,908 SF 8,790 SF = 8,671 SF 8,552 SF 8,434 SF T 8,316 SF 7,064 SF _7,020 SF 71 7 F' 50 49 48 7o.o0E - o° / 7-- L
8,383 SF 7,580 SF 8 S N ,. -. - , / 3 / / F
---- 7,572 SF 7,958 SF= 7,982 SF 0.00 5 r c_
/ --- 8,763 SF - 9,089 SF °° _ _
262 / C115.71'_ - 20' _ �6O
4 0 0.00 5. 0. 8 F /
-To ==— 115.08' __= - 115.0' - - ----------2669- ------ ---- 46 � 58S
n5.as' sy, = 8,831 SF � r Q• I
20'- 2669=------------- --16.44'- -------- v 45 0 2669' 70.00' 76 0
-2673 / EG Ig fi0€2671---2670.- s- - -70.05'_ _53.59'=- - - - - _-59.9T ----
i '
__-- 7Fc ��_-- \ �nEc FrE Ems - ----70.00'_ - 70_00'=---rg�--2s71-=7o.oa = - _7o.oa- - 70.00- so.00_ so.00r��-- 8,050SF= - SF o 0
-----------70 ----------- Nil
60.3q' 8050 43 15.10' / h /
EG EG G EG 8,050 SF '� 42 / QJ r EcEc Ec Ec cr_ — 60.34' _ 8,050 SF 41 o 6 / �0 /Te - _ � -- -- - --- — 70.00— - 8,050SF o N 36
— ---- 70.00' 8,050 SF 40 , ♦O / N
RIDENBAUGH CANAL 92 Ec Ec—E==- - - 70.00'- 8,050 SF 39 38 BLOCK 2 m 9,098 SF
roa a = - 8,050 SF 37
E�� ------ 70.00'_ 2s7o - - PROJECT N0.
�roaEG Ec - _ 2 -2s7a - - - - - _ -8,055 SF -9,083 SF r/ w 16-0208-MS
�—fOg EG-T�EG2671,=- 66970.__ --
,.��, L.2s72a5�—��€c-
------------
- 70.00__ 'e G 1 \ DWG FILE P.102
--------- '�t.LL�y EGA -- 10t.15'
--- ---- ---- -- - -- -------
-- -------- -_ -�--�SE�-���-AEG- �' \ I--- ------- _F� EGog 1 E 11 DESIGNED BY BT
-------- _ ,�/�� DRAWN BY KDH
-- ------__ ____ PRELIMINARY PLAT CHECKED BY Br
_ ISSUE DATE 10/11/2016
------- ___—' SCALE: 1" = 100'-0"HORIZONTAL
150 100 50 0 100 200 HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
HORIZONTAL SCALE IN FEET
poll 02
SHEET 3 OF 3
D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.101116.dwg Last Saved:10/11/2016 11:45 am