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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 _- —
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BLOCK II \ 8 BLOCK111 - J I \ II
\ \1 BLOCK2 \In _ PRELIMINARY PLAT NOTES _xoNAL
156 155 154 153 152
\ — h 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY
T----�\\ - -- �'-- L-- I I I O\\ --150
CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT O
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31 29 28 25 22 21 18 \ 17 14A
10 11 8 5 2 j \ w \- 150�
BLOCK 14 \ 6 0 \ ,a9_ 1 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL �1A o ��
t BLOCK 11 ` - GROUNDWATER ELEVATION. r`
BLOCK 12- I _ 148
N3O za z7 2a z3� 1 zo ,s 1s 1s 12 11 1 d12 7 s 1 tl zo �147\ 1\\ W.SILVERKING STREET 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF t��D9/O76'2�o
MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. q? Q
\ \ 19
-�PHASE 4B \ \ 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT �� OF
-- `�— T 1as \ \ EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED.
17 `144 \\\ \ 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF
BLOCK 1 \ �\ 3 2 THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC
UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS ARE AS SHOWN.
CRAWFORD PLACE SUBDIVISION
6. IRRIGATION WATER WILL BE PROVIDED BY NAMPA/MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION wl
BLOCK 15 ` \ tao/ \ \ 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR
BLOCKI3-_= ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. w
E.PEWTER FALLS STREET \ r J J ' 139� \
\ BLOCK 1 (� 59 52 \ j8 20 21 24 25 PHASE 1 B�- 13 ¢2 cc W.PEPPERMINT DRIVE 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER °LLB J
� UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. c> a m
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135�T \ F \ 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, co
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3 w 2 \ o F 61 50 \ 19 22 23 26 27 28 `\ / w \\ 10 \\ 134 \\\` y� \ z � o
/ '�G \ AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED I„ a p
¢ — �l� ° -- —— ` s'\ �fO i33/ > ` �9 `\ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE r< z >
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a 3—,\\ °�'� \ sz as — — — \ // \ PHASE 3B a �O ,3z \ \\ �''O,y \ (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS o o z
¢ s �� J J --J ' 7 �2 SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL
C a !� 47 44 43 39 38 34 33 30 / 6\ ' F 130 J\\ �\ \ \ O w > O Z
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BLOCK6 63 46 �` OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." c� —
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d 7 = 5 \ \\ \ BLOCK 1 1 /' \'\ P, 8 ` 1zs/' \ CM
9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. o LU
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F N -BLOCK \ \ \\ s4 /' � 7 \ 127�`\\\\ \\ I l0 1 } a oC
e i g \ 32 3 \ s TT\\\\ 00 I 10. DIRECT LOT ACCESS TO W.OVERLAND ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND
m — \ / 65 46 a5 42 ao 37 3s \ \ pQ s izsy\ ®\ \ _ I CITY OF MERIDIAN. CC z w
- PHASE 2B 19 \ \__ , 2 5 \ 125 `\ - , O = w
N SILVERSTONE CAMPUS R 15 w �Py \ \� a 10 \\\ `�/124 c 11. LOTS 1,13,21,27,AND 28,BLOCK 1;LOTS 1,2,31,59,82,84,87,89,91,92,93,117,150,AND 157,BLOCK 2;LOTS 1,10,13,AND 21, �„o z
10 8 18 \ - \ / \ \
- 41 36 �D�QpO \ \ \\ \ 3 BLOCK 9 tt \ 123122 0`�\\' \\\ j o 11 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 23, z N
11 9 17 r _ 2 \ ,2 PHASE 5B \ \\`, \ III = z
12 10 16 20 \ 5 I ya \� 1 �13 / \118 \� \ 1211Yzo ``ss \ ` �"� i 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 Q m �
�I vi THE MOVADO ESTATES HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND °C -
- P 119 \ \\ ', \ I o �
--22_\ — ` \ J ' r E� 96 97 98 F 14 �•� 115 \ \ `\`` ` I I I LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT z
23- BLOCK 1 \\ _ BLOCK 2° f 99 d 15 Z _ 114 118 \ \ ` \ ` y `n
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\ 12 1a 2q g3 O @ \ \\ \ DRAINAGE. ¢
\� � � / - O 16 113 - - � BLOCK 2�
\ /-- 101 \ O - \ \ \ II
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_R-8 \\ — _/_� �� r �92 112 �\ \ \m \� \� `\ I I � t 12. LOT 20,BLOCK 1;LOTS 50,69,83,88,118,AND 151,BLOCK 2;AND LOT 20,BLOCK 6 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE N o
--- Ec __ _ 102 F� m _ _— \\ `\ I OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A z
n R-15 21 —_ , \� __;-- 103 \ 110 �Qy =Z — _ _ \\ `\ \�\`\\ MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs.
18 26
2021 22 24 2s zs 1 20 ,' __ z7 ' =1 ` 1os /' i \\ \\ @ \\ \ 13. LOT 1,BLOCK 15 IS A PRIVATE DRIVE LOT FOR THE PURPOSE OF INGRESS/EGRESS.THIS PRIVATE DRIVE SHALL BE CONSTRUCTED IN
�y / BLocK 2 \�\\ ACCORDANCE WITH UDC 11 6C 3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs.
19 /' ---- 22 ' _ BLOCK2 -- rn ,R-15 18' 19 \� \ \\ \ \ \\\�\ /
- F p 2 5 126
/ BLOCK6 19 23 F�g,�F9 / 3 a 7 \\ BLOCK2' \ /i 16 / / 20 \ \� \Y\�\ III I\
3, F __ _\ ' / _\\ _\ PRELIMINARY PLAT DATA
% zs za ----- ------ —9�1s09i1, _ _ —_--' -- --g PHASE 6A F 21 \ o Ip Illlllt 3
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32 — to F g `\ --_ AF zz TOTAL ACRES 102.70 AC ZONING
' 33 R 1 - 59 10 ---�' / 14' / 11 12/-- .148 \23__ - �I hl= l PUBLIC RIGHT-OF-WAY 14.46 EXISTING:RUT PROPOSED:R-15 AND R-8
z 1a �;, 1'— — PHASE 1 A- — —2— _3— —a— _so_ \ 11 t3 ,3 0R/(,F RESIDENTIAL AREA 65.28 MINIMUM LOT SIZE(SF)
J _/ \ BLOCK 2 p l 1 COMMON LOT AREA 19.87 SINGLE FAMILY 3,200 SF 34 ' ------ R-� J� / I�1 COMMON DRIVEWAY AREA 0.59
ac 58 10 / 2q
o is s1 / ,a PRIVATE DRIVE AREA 2.50 O
-3 n J � / \ \ 11I I I AVERAGE LOT SIZE
/35— J -- — '' /g 9,' 29 25 / 11 II TOTAL LOTS 478 SINGLE FAMILY 6,613 SF
BLOCK 5 = --62_ - 57 I/ - BLOCK 6 II
/ BLOCK6 4 1s z 15-- _-- 1 7 '' za 15 LL, I it SINGLE FAMILY LOTS 430 RESIDENTIAL DENSITY(000
SILVERSTONE CAMPUS 36 z:i0 Tq� —_
63 56 2 -- w zs '/ I COMMON LOTS 39
_ COMMON DRIVEWAYS g RESIDENTIAL GROSS DENSITY 4.19y14 ,z 1, ,o7 s 5 w --- ,6 / z III PRIVATE DRIVE 1
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PHASE 3A 15 ---' 30 / a II \ 17 I I RESIDENTIAL NET DENSITY 5.59 IIIIIIIIIIIIIIIIIIE
N > sa 55 / s / / OPEN SPACE 15.41
;, __6 to / 13 — E.DIVIDE PASS STREET— — — o '' z 3 11 ? sV� `\z7\ ri7 a z7 j sz
\ 38/ z o w z Q ' ¢ I OPEN SPACE PERCENTAGE 15.00%
_ -¢ - / > BLOCK 7 w 5 31 `� V 28 \
BLOCK4 O / w 10 ¢ S� / I I Q
I 39 w 7 13 1 2 3 4 ---5- --6- -_7_ -8- 9 10 J o ���0 26 18 N ,_/ / //( `II I- ENGINEER LEGEND Q Q
¢ --- 66 53 PHASE 4A ° �Q 29 - ��/ \ J -- m o
= 32- 5 /o/o//
ray 1 CIVIL INNOVATIONS, PLLC _
' / BOUNDARY LINE
ao a 12 ;1 , — --' --- CONTACT:BEN THOMAS z Q
11 67 sz a N / 25 19 '-30 1043 E.PARK BLVD.STE 101RIGHT-OF-WAY LINE 17 16 15 14 13 12 5 3PHASE 5A 2a ' BOISE,IDAH083712 _ w
I = 9 11 20 ,9 18
41 v� 1 r 31 % 1 PROPERTY LOT LINE
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E.COPPER POINT WAY— — — _ \ 10 — 7 33 zt / I r II PHONE: 208 884-8181 _ LU
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' PHASE 2A - ` z 24 32 /� \` / 111 ( ) PROPOSED ZONING BOUNDARY LINE O
— —E.COPPER POINT WAY — ___— 69 50 6 \ II 1 -
_ _ 23 = / — ✓ '` III DEVELOPER — — — PROPOSED PHASE BOUNDARY LINE Q/ 1 III I I /'�
'' — — _ 1IIIl1
BLOCK2 E.COPPER P — / /
\so ,.ae BLOCK2 79 76 77 76 75 7a 73 7z 71 7g OINTE W r�. / Y CENTERLINE
60 4g 48 81
47 4Y=- ' - �_ DEVCO, LLC
46
------ --- --- ------ --- -- J a5 44 / Q CONTACT:JIMCONGER EP EXISTING EDGE OF PAVEMENT
I c RIDENBAUGH CANALB�occ2 F _—_— 43 -42 41 40 3g BLOCK 35 <bQJ� \' rr i 4824 W.FAIRVIEW AVE.
38 EXISTING CURB
91 _- 37 36 � r BOISE,ID 83706
— — — PHONE:(208)336-5355 PROPOSED VERTICAL CURB Q
------
� ,� SURVEYOR PROPOSED ROLLED CURB
300 200 100 0 200 0 --- ---
--__ _ - " SAWTOOTH LAND SURVEYING, INC. —345— — EXISTING TCONTOUR
iiiiiiii� --- --' CONTACT:CARL PORTER,PLS ----340---- EXISTING 1'CONTOUR
HORIZONTAL SCALE IN FEET 2030 S.WASHINGTON AVE.
EMMETT,ID 83617
PHONE:(208)398-8104
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°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 _ 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 I I I I I I 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 I I ISSUE DATE 09/07/2016
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 Lj r
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 Pol
0 0
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.090616.dwg Last Saved:09/07/2016 10:49 am
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —W.OVERLAND ROAD
CIVIL INNOVATIONS — — — — — — — — — — — — — — —
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D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.090616.dwg Last Saved:09/07/2016 10:14 am
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M/' --- BLOCK 6 3 Mp. 4 9,375 IF 12.535 SF 7
19 23 \ 11,384SF 11,705SF
o 8,949 IF \ \ \ \
0 0 ;•
0 o r
o T r
31 Z. 9,756 IF 1 \ /ii / 76.38' 20 o
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0 115.00' O /' \ `\ F 6 3 27g, B4O61 SF^. ) \\ y\ \ //7/ \ II \ ~ U N_
7 1 0 30 0 29 0 28 h' 664-- '... ----- --------- - \\\\ / / 83 .37 \\ /
0 2 \ 76.26' 70. 2664- 70\ \\\ E ' �ii / ,SO,1/ 3 �00' \ 26 //l/ \ f - o o O H
01.43 : �o rSO - ....,1273P 6' 13.7a'.. ..,.,,•,91' 6 •0�\\ \��� \��.-` 'EGs //ii' �i / Q � 21 \ \\\\\ \ ��\60 l //�/ \ 1 ( \ III+ oLU
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8,510 IF BLOCK 3 2 SF - 26 5- 4:',: \ I�
100.00' ., 12.as' s.2r 8,68 8,753 IF 9,315 SF N / 6 3 =
- - - - - - 6,900SF 1 13SF r `L 3 , / � I II III
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6,188 IF 6,190 SF N o 12,956 SF -1 2 IF o ti� 2? 11,382 IF \ I I �II II Ilj I a w z
34 0; 78.13' \ --------2666-- 1h' °o IIIIN
12
24 I
100.00, 100.00' 58 \ 4 26 /'� o0 10 h' Fr 13,434 IF Ilplll IIq I
6,000 IF i 76.01' 76.01' Syo. 115°6 12,220 IF ' 9 °� v III III6
0 16 0 61 9,592 SF / 19 14
100.00, z a 1 1
g E.: a 8,510 IF ^ 6,900 IF r2s�1, 13.78' 'oo ti� 27sg3 0,68 IF 11s.1e' I Illl�ii III
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o w 125.71
6,200 IF 6,200 IF 115.00' 10.20' o p
35 c
/ 6,000 IF 100.00' 100.00' '----- - -- E.PEyyTERFgLLSDRIVE - — �A25 9' BLOCK 25 o r i doll �Illil l wl III
100.00' 15 - 6 900 IF-- 7 444 IF/ r 11,834 IF 29 Y8 1 07 IF r IIIIIIIII 1�jjj�o76.00 76.00 20 7s.0o' 7s.00' 7s.00' 7s.00'-' eo.00' --- oo. 1 a9 1 88 SF 18,848 SF 15 61�15.00' III Iw Ili'
�hhh� 4 16 6'90 00$F --- --- 656' - 116.00' 115.82' c 1 Iy 11.38' 7 ,' ° 4 4 I Il r
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6,001 IF '�6 - 9,116 IF o• :33' !IIII IIIIIII I
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7 6 5 6,900 SF 6,904 SF bs7 7,226 SF__ 3p5� Ape-..,,,...-. q2: rr o z 115.00' 1 T� Illjlll V
BLOCK 5 14 8,740 SF T 8,740 IF 8,740 SF 8,740 SF 8,740 SF o 8,740 IF 9,188 IF 33 115.00' 115.00' - 30 P5p5 16 / o IIII a I Z
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37 0 6,200 IF 6,200 SF-' 110.32' - 15,848 IF
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6,000 SF W 100.00, -100.00' i3
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W 33 ac N r9s m / IIIII IIIIIIIII c6
76.00' 76 00' 20' 76.00' 76.00'
100.00' o 0 64 55 7,820 SF ?� Q.. 27 5 0 27
¢ \ ......, 76 00 76.00 75.00' W 44' _ 11 � N w 11 .01' IIII II III IIIII I+ `� O
900 S r/ o6,900S115.00' �_ 18,250 IF 900 S i II\1 l 1i»7
6, F 6,900 IF
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2 0 Ca
38, _z IF
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2.00 72.00 7z.00 7z.00 7z.aa' 72.1s'_-- 65 0 54 J 115.00' S = 5 ,0 18,167IF , r
100.00' CA 6 10 44 7,820 SF O 14.13' - 6,900 SF r
vi 6,900 SF 6,900 SF o 6,900 IF �„ rs pro o!� s9 a 115.00' / w /// O
0 7 13 BLOCK 4 - - -_ 116.00 115.00' y 115.00' 0 115.00' d°S ��, P N / 7/ I
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7,829 SF
O
0 4 a v /6,000 IF 7,469 IF � 7,201 IF � -7,201 SF � 7,201 SF � 7,201 SF � 7,201 SF � 7,201 SF � 7,201 SF � 7,707 SF " I 66 53 - o 0 0 � Od, `'" -;1 14,420 IF ,� 29 � ,�� / Ir c,�\ /r/ I � I � _ �
100.00' .o' -
10,350 SF o 4
100.00' 9 ^�. , y6ti 90' 6,904SF / / / /r
6,900 IF 6,900 IF g 7,820 IF _ °33 r' /� l <
7201, 1' 72 0 7 01' 7. 1' 115.00 115.00, 6,900 IF - -=_ Q 115s1' / / / Y/ ` = Z
0 0 2 2' _115.0U 115.00' - v - 32 - D' Z
B N 12 -_- - - -_ 115.00' 17.99' ' °/ a
40 6,200 SF 6,200 SF , -- --- _ ---- -13,934 SF ,;" 0 19 r / /� CA
0_
6,000 IF en --o 25 0°� r�O a r r \ w
100.00, 100.00. _- 33 67 52ZB / 9,146SF a r
6,900 SF O L.L-I
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6,900 IF ho .: / : r \\\\��
44' 16 17 a 16 15 14 a 13 a 115.00 115.00' ,°.75' 7,820 IF /
20
- 20 19 18 12 T 5 115.00' s'a2• 6 °6 / s r �° / null IIIIIII
Ili7,738 SF 7,214 SF 7,201 SF 7,201 SF 7,201 IF 7,201 IF 7,705 IF
115.00' ao o°- 7,800 IF
9 11 9,093 SF 8,645 SF � 6es
6, 41 6,200 IF 6,200 SF / _ 2 s 12,836 IF ° o°,
26 J^ 6,885 SF 100.00, 100.00' 68 51 N= 0
o• w i r? _ 33'
56.88 30.03' 41.99 72.00' 72.00' 72.00' 72.00 63.86 35' : a
7.2s' 1 2668-7,081 SF 7,219SF ^ �i.
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\ 69.82 5E 55' 128.52 131.20' 7,756 SF 2 ti� a
M j —M a - - - r 3 IF N 1 3 IF 24 h^� 47,800 IF 32 ss.s4'
-----2668--- - - - - - _ ��`. 110.74' 1 B SF BOO: 8,050 IF
- - - - E.COPPER POINTE WAY— - Qo 69 50 p 8 00 ..
_ 0 8 76 ° i
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72 58.70' 70.00' _
3 05 N
-2667 63. 70.00 70.00 70.00 55.15 13.14 61.00, 60.00' .0 60.00' 60.00, 28.46' - - 110.74' _
- - - -11.30'- - - - - - - - - - - - - 3j.. o -
' 4 96
' 11o.7a'
2668 89 20 87 84 PO 82.: 70.70 7.29 - - - - - - - - - �9% o h
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- 1 51 SF,
\ti- �/ 33 I ,(i (IIIIIII IIIIIII I I
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23,-' 7 y° - rr8,050 IF
115.01' 115.00' 4
2669 115.00' -115.01' S 07
\° 2668' o �o.00 R FALLS DRIVE
2570 \ N BLOCK 2 - _ �; 79 N 78 77 N 76 75 74 73 72 71 -
M M M In PEWTER ,., c 63.34' 8p o o rr f> � m � ^ o M � � m N 70.00,...... T � ....,:,., - / o• / ® , �I I i PI//
N o e 70.00'.
2671 \ 90 ^ 88"� 86 cp 85 --' 0 83 ^- 80 8,634 SF 8,908 IF 8,790 IF 8,671 IF 8,552 IF 8,434 IF 8,316 IF 7,064 IF -7,020 IF 70 49 48 E Plo.00E -
8,383 IF 8,763 SF- ^ - 81 M 7,580 IF _ ,7,187 SF 7,572 IF 47 0.°0' - _ _ / 3q
\ -/ 2668- 9,089SF 9,471 IF °° - - '
--- -----
2s7r / _ 7,958 SF� 2 S 4 g 70.00�: :oo
Cl15.11'_ - 20' ---- 31 S o 54.93 6
- _-115_OS' ---- _ --------2669--- ----- N
2s6y,\ _ 8 8 6 F � 45 0 70.00' � rr8,058 SF�o /Q,�@•, / / 1 a a N l
115.08' -
-2673 / Ec — 20_2 2669_115.0s'- - -------- ---16.44'- -------- - ------___ 0 2669'
798 FN
44 N a .00' 3v
E� fio€2o1-EG- s7o.--- -7o.os�= sass'__ -_70.00'_ - - 70_00'__ _70.00' �o.00�- - -_70.00'_-_= 70.00'- _so.00'_ so.00' S9 97, 8,050 IF 43 - o _ 151
8,050 SF 8,050 IF' ° ^ O
E EG - - ---TaB---2671------- 70 -----------T�a -- 60.34' ------ 42 0 r O
-gg------�" Fr G EG EG EG EG 60.34' 6034' ------ _-' 8,050 SF 41 4
�� -----€r--„ -, --L EG -- -
RIDENBAUGHCANAL T Ece Ec--_ � Ec Ec - - ----_ _ 70.00' --' 8,050SF 0 39 35
- Ec rGg-_ 70.00' 8,050 IF
gg BLOCK 2 9,098 IF
Ec Ec -__- - - 70.00'- 8,050 SF 37
roa Eta =- - -70.00' - - - 8,050 IF 8,055 IF � 36
_� ------ 70.00'_ 2670 - - PROJECT N0.
EG— �2672�2671= 266970.2670
---- � �+. ���}.�.� �w �+-�••�.�«�--��.« f«��..��+-�••�.� � � �_raa L �€c - _____�0.00'_-_ 16-0208-MS
2s72ab�—�— _
----- EG=
70.0
DWG FILE P.102
--___ —Fr EC DRAWN
DESIGNED BY BT
DRAWN BY KDH
--- --- __ CHECKED BY BT
_ ---- ------ --- PRELIMINARY PLAT
ISSUE DATE 09/07/2016
SCALE: 1" = 100'-0"HORIZONTAL
150 100 50 0 100 200 HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
HORIZONTAL SCALE IN FEET
Pol 02
1 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.090616.dwg Last Saved:09/07/2016 10:14 am