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CC - Prelim Plat - REVISED - 2_9 w 2 Z E MOVADO SUBDIVISION PRELIMINARY PLAT B�DENBAUGH CANAL NORTH cc 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, — — _ T.3N., RA E., B.M. MERIDIAN,ADA COUNTY, IDAHO - — ROJECT ITE o OVADO SUBDIVISION I o � a c J a p Z 1p1 \ O Q T C H J p Z E Cn O II ii N T T U [[ 611 � U J O r 17 16 LU N ® o o r O zo z1 — — — — — -- — — — — — — — — — — — — — — — — — — — — — W.OVERLAND ROAD N — ;7= oo }, Cz — — — — — — — — — — — — — — — — — — — — — — — — — 16 15 _ _ _ - 1 22 CIVILATIONS J=__— I NORTH cc w ._ LU \-------------------_— — — — — — E.COPPER POINTE WAY — O w m = c) \ ' I \ ' ' I ✓I \ — — — — — — — — — — — — CYD ---_ ------ a \1 i _ ' - ---- ---- /'/ \\ / III ° _ \ - ----_ e T �� E.PINE BLUFF DRIVE E.MUIR RIDGE DRIVE / i / ✓�11I Z --------- ---- a ill� `�� -------- --------- � ------- ae �E.EASY JET DRIVE > W.ARMGA DRIVE COD i II\(y i L BLOCK 16 \\ I - I I Q I \\ _ LU C O ® 1 - �� I } W VICINITY MAP \ � �� I 1 BLOCK 11 w J\\ i CR NOT TO SCALE BLOCK 11 - 8 �BLOCK111 I \' I v \ \I BLOCK2 I y PRELIMINARY PLAT NOTES 10 9\ \ \ ` \ 1158 ,5,7 156 155 '154 153 1d > — 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY frT1 >\\\ w\ — 15z ts1�11 CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT 31 29 26 45;- 22 I 21 18 � 17 14 13 ,0 1 11, 6 5 2 BLOCK 14 g o tsli' _ 1 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL / BLOCK 11 ` - GROUNDWATER ELEVATION. BLOCK12- 1 vi _ 149 3o za —z7 za z3 zo is 1s — 1s ,2 1, 1z 7 6 t \� 1 20 W.W.SILVERKING STREET 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF 1 MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. \\\ —� \ T — _ ` s 147 \ 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT -- PHASE 4B y_ — ' \ I 146 \ EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. \ / ,r --J -- J r---- 4 \� to \ ,7 \\ \ 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF \� BLOCK 1 55 \ \ 3 2 THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC 16 1a3�\ ` UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS ARE AS SHOWN. I\ � 57 ` \ � I a z \ � � -- —� \ CRAWFORD PLACE SUBDIVISION 14z` \\ `\ a 6. IRRIGATION WATER WILL BE PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). uI g 53 \ L _L L____ __ \ BLOCK 15 141� LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM x o p \ r----J J t 1 1ao SETTLERS IRRIGATION DISTRICT. o x E.PEWTER FALLS STREET \ I ` W 16 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— \ 137 \` \ U, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. z w a m \� 9�yc<y \ C6 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, 23 26 27 28 \\ w \\ 10 \\ F 135/ \\��, �qG ` AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED w a PHASE 3B 9 \ �fp 1 �\\\ ay \ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE z > CD 3 ,\\ °off' \ 62 as — — — \ r \ 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 } �9y — -- -- ' pi t32 \\\ 9 0 o z s \ 1'9 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 BLOCK 6 \ \ \ \ \ z Cn 4 �� 83 48 47 44 1 43 39 1 38 34 1 33 / ' 1 g\ 131 \ z 6 \\ s1 / ,30 ` \ \\\ OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." _ E5 N o d 7 = 5 \ \\ \ \ g4 BLOCK 1 j I �'zg\ 4 5 �P, 8 \ �\ tzs `\ �� \ , a, 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. a ED o w a. 6 Cn / -BLO6CK1\ \\ \ \\ / 3 �� \'g, \ 128 \ ` \ IC/ 1 } = rC p ' �J\\\ \ I 10. DIRECT LOT ACCESS TO W.OVERLAND ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND z a w c� m — \ \ ' 65 48 45 42 40 37 35 32 \ \ QP 9 127/\ \ \ W I a � Cq PHASE 2B 19 \ ' 2 F s ` 1ze ` a 1 CITY OF MERIDIAN. o� x w w o Fe\ _ v ' �l \ \ o p N SILVERSTONE CAMPUS R 15 �P \ \� a 1a ` 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 cl;o0 0 to a 1s \ - \ \ \ - 41 3g �D�PpO \ \� \ 3 BLOCKS „ \ \124123' \\ 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 A 11 9 17 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 \ 12 10 16 20 _ I �S• � �-_ �13 117� \ � 121 ` \\\ � \ I ` III 120 \ �I y THE MOVADO ESTATES HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND o ,3 \ --17 15 21_- 22 - ` y J v r E� 98 14 `� 116 \`\` \ I O \ LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT � z BLOCK f 99 �/ 15 Z� 115 119 \\ `\ `\ ` \ III 1a _\ o\\ \ y _ 100 1°t 90 �� `— `\ y mI i DRAINAGE. = Q I` 12 14 24 r\ / 94 / 114 - - ` BLOCK2 \ \ - 15 \ 13 \ -- - 102 O �� - \ `\118 \ \ II R 8 \\ — 92 tt3 \ \ \\ 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 Un o 103 F. „z _ _— \\ OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A z 17 20 R-15 2, 1oa \� 111 �Qv — — _ \\ \\ \�\\\\\ I I MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,0001bs. 21 � 26 __\ - � - � ��\\ \ 105 \ 110 �� '. -j��\\ � �@ \\ \ \\ � 1 I I I 1a zz t24 2s ss zo ,' ___ z7 _1-- _—, ` wy' , i `�` 13. LOT 1,BLOCK 15 IS A PRIVATE DRIVE LOT FOR THE PURPOSE OF INGRESS/EGREES.THIS PRIVATE DRIVE SHALL BE CONSTRUCTED IN \ -106 <� y / BLOCK2 \ \ `� \` I I 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 ' 2_ _ ' BLOCK - l BLOCK2 ,R-15 ,��'� /\17 /, Is-- 19 20\ MCA r 5 126 ' \\\ \\\ \ \ \\1 , BLOCK6 19 23 F�LTF9 / 3 a \ ' \\ � \ /� 21 31 29 2a q� 22 PRELIMINARY PLAT DATA y R-8 _ — ----- ------ — ` 09�` --8 .� PHASE 6A F 14,t 32 — ,e F- y TOTAL ACRES 113.42 AC ZONING _ ___ _ \ _ >/ 33 1 17 60 10 ^ /_-' 15 // 11 '12 F9Fq<<SO, 24 I�(I RPUBLIC ESIDENTIAL AREA AY 14.46 65.23 EXISTING:RUT PROPOSED:R-15 AND R-8 — — — PHASE 1 A- _ _2_ 3 4 _c1 ` 14 '' R/Il '� I 1 COMMON LOT AREA 19.92 z ,a w I ,1 xA t3 / � t3 F � r I MINIMUM LOT (SF) 3,200 SF R�V X ` BLOCK 2 / _ 34 a>—c aLocKs 59 � ----- ,o � 25 I I I�I � I COMMON DRIVEWAY AREA 0.58 —3 ' 17 16 1 sz / ' 1a \ I IIII PRIVATE DRIVE AREA 2.51 AVERAGE LOT SIZE '35^ d ' 8 i 1 OTHER 10.72 SINGLE FAMILY 6,609 SF BLOCK x --- ---63-__ - 58 / _ - 9 BLOCK pg / II O /1 BLOCK6 4 1s z 15-- _-- 1 7 29 za t5 LL, IIII G i/ TOTAL LOTS 479 RESIDENTIAL DENSITY(Du/Ac) SILVERSTONE CAMPUS 36 0 — — 64 57 2 ---'' w — z7- ' I Ili I SINGLE FAMILY LOTS 430 RESIDENTIAL GROSS DENSITY 4.19 y _ COMMON LOTS 40 Cr 14 12 11 10 9 — 8 7 6 5 w - _ _ 1 — N w ' g 16,' z III L COMMON DRIVEWAYS 8 PHASE 3A 15 � 30 a 1 I I \ 117 I \ RESIDENTIAL NET DENSITY 6.59 > 65 56 PRIVATE DRIVE 1 1a 13 — E.DIVIDE PASS STREET— — — o / z 3 " = sV�/ `\?'\ /17 a za j s3 38- z o __, W z 31 Q / o� I OPEN SPACE 15.41 CD BLOCK 4 - -p 66-\ 55 w BLOCK 7 ¢ 5 ��Qi N 29 \ I /I I� 1 39 w 7 13 2 3 4 _-_5_ -_6- _]_ _8- '9 10 r OPEN SPACE PERCENTAGE 15.00% Q = <C ' -- 67 54 PHASE 4A ° gQ 30 ' /%' `\ ENGINEER LEGEND o - 40 d 6 12 1 11 68 53 " 19 CIVIL INNOVATIONS, PLLC = ¢ Q BOUNDARY LINE z a 3 PHASE 5A /31 / CONTACT:BEN THOMAS I 41 N -9-- 11 1 20 ,s 18 ,7 16 15 1a 13 12 — 5 `i' 20 ' �' '/ 1043 E.PARK BLVD.STE 101 RIGHT-OF-WAY LINE y 0 10 - _69 - 52 33 zt 3z / / 1I1 III BOISE,IDAHO 83712 pC cc \ 7 ' / r PROPERTY LOT LINE LU E.COPPER POINT WAY— — — — — ' — E.COPPER POINT WAY PHASE 2A — 70 5, s z 24 33/ ��` hill II ( ) O LU w PHONE: 208 884-8181 _ _ _ _ _ _ / ` `� 11 11 PROPOSED ZONING BOUNDARY LINE 94 IIII I I �' BLOCK E.COppER p — �/r — /i ✓ DEVELOPER — — — PROPOSED PHASE BOUNDARY LINE \ \ 91 gg BLOCK2 �'� 81 80 79 78 77 76 75 74 73 72 L_7150 49 48 OINTEWgY J , /�'/ � �" DEVCO, LLC CENTERLINE ag2 - 47 �- ' 35 �Q� / l I [/ - ---- --� ----_--_ -_-- - ------ --- _---- -- --� 46 45 III 44 .43 42 CONTACT:JIM CONGER EP EXISTING EDGE OF PAVEMENT Zl�c `�RIDENBAUGH CANAL— f BLOCK 2 F 92 — at ao 39 BLOCK 2 3s �Q / 4824 W.FAIRVIEW AVE. BOISE,ID 83706 EXISTING CURB Q ------ --- —_ — PHONE 36 5355 ----- '� —` c = — / II I` PROPOSED VERTICAL CURB (208)3 - --- ---_---- SURVEYOR PROPOSED ROLLED CURB 300 200 100 0 200 0 --- ---_____ iiiiiiiiiiiiiiiii� -------- -__ SAWTOOTH LAND SURVEYING, INC. 345 EXISTING 5'CONTOUR HORIZONTAL SCALE IN FEET CONTACT:CARL PORTER,PLS ----340---- EXISTING T CONTOUR 2030 S.WASHINGTON AVE. EMMETT,ID 83617 PHONE:(208)398-8104 } } H LU H Y } } Y H LU H LU H Y } } Y H LU Q Q Z d Z J Q Q J Z d Z Z d Z J Q Q J Z d Z W Q W I Q Q W Q W W Q W I Q QIW Q W w 210 n 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 CHID Cnlp o o plCn M w CHID Culp o o plc.0 olCn x x w1¢ wIN = _ co LU ¢1w w1¢ w1v° _ = NIL ¢1w C7 C.D II I C� cs _j I I� c� C- °C 44'RIGHT-OF-WAY `� 7' 13' cc 35'RIGHT-OF-WAY °� 13' 7' 7- 13' " 5T RIGHT-OF-WAY °r_ 13' 7 PROJECT N0. 16-0208-MS 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' 1'LANDING 1'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 I I I I I 1 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 10/11/2016 2% 2% 8"VERTICAL CURB WITH NO GUTTER 8"VERTICAL CURB WITH NO GUTTER 1.75% 2% I 2%° 1.75°� I I 2% 2% I i 11 i 2°k 2% 2% 2°� HORIZ.SCALE AS SHOWN O 77 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 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 ma I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —W.OVERLAND ROAD CIVIL INNOVATIONS — NORTH 16 15 J — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — -I I \-__—------- ---- \ t OHP -2662 _ -— - - - — — - _ - ---_- _ 2670` 2664 2663 - 21 222661 RR . 22664 n � -' , " 69/ \ J / \ \ / 1 \ � � fiD� -TIIE- r �� 70E--=----- — 2671--- BHP 2662-- - / w -2665 / / _ r "L° _ -- / I o I \\ / \ � \\26 ,� \ _ 1 G T 42' 67--' - r -----2668----- _2669 /�6�0 /-L6�\ /_ O LU O0 O ~ "y n - / - - 2666- / __ / \ I� _ _ - — _ — — --__ �-- / U) T c� 9, 1 — — — — — — — — — — — — — — --- - V, 2672�'2671�2672 _2673_E N °� llljlf loll \ / �, ° //rJ -- - -_ `--26�1 - o ----€��tc-� Q N Lii IIIIq I PIail I / , /' Ep— - CD m o / 2665— — I /' - \ lllli yll - - - - - ' _- \�'iij / % Tp / _ 41 I / �J �I I� Z � ----_ -- ----------------------- o o ----------------- __------------ 16/ j l ---- - / < / o\ -- -aL / COD 2671 --TO 2669-2668�26682670""� -- illl T - EC Tob _ _ -2662665 2666 \ I \\ 33' \ 35 BLOCK 16 0 \ 69 R O Ep—I F'G I11 I I Cz T \\ I I I V w \ \\ \ \ 2 \ ~ Vi x Q BLOCK II \\ \ LJ 26>> w x O 72.UP \ 850 \ I w c� $ a-----_ 0 40.00' 40.00' 40.00' 52. x \ ----- \26 BLOCK II BLOCK 11 \ I z Lu a m \'2 '2s 157 156 155 154 o zo \ \\\ 663 6q\ \ _ 9 �� 33.00' 68 00' 68.00' 33.00' y \ \ 153 \ 1 1 w 1� 7,065 SF / ao. \\ ?\ 3 LL a LL a LL cn - 24' 10� 9_\ _ _4 3 24' I k 7 J \ o v3 o cn o cn o / f�i� o II _ 1 o LU z > ----- 10,126SF 0 158 0 0 0 0 0 o o c� 4 > o '\\ \\ \ 4,581 SFI 5.294SF _-5,294SF 4,581 SF j� a o o o o z \ \ v ^ CD L o o / O p o z \ \ \\ \ \ c Sri \c _.c a L o zO J \ ` \ \\ l 1 l vi '' BLOCK 2 II 1 O w j \ \ 71.0a' l 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 3.27' 40.00' 40.00' 40.00' 60.25'� \ r----- ---- \--- - o O O \ \ a. \ \ f ---- "10.04' - 85.02' O O W \I \\ 152 \ 31 29 26 25. -22 21 -18 17 14 �13 -10 j 11 —8 z )70`62 SF 5,643 SF, 5,fi43 SF 5,643 SF &5,643 SF 5,643 SF 5,643 SF 5,643 SF_ 5,643 SFI 5,643 SF_ 15,216 SFI M �2S \ n ri 5� \M w \ -----5113s.s9' �1 h 4,842 SF"-- -'5,398 SF 5,398 SF M 4, a 60 to \ 0 \\ '1 1 x z w ® -- 1 -- - __J - --J �- -J 6,292 F Q \\ ..... 15 5,168SF__7�5 wl 11 o xo z o BLOCKI4 \\ -- -- \ l^ I toa.e5' \ � o \ \ cl O U 82.16' 66.00' 66.00' \ \66.00' 66.00' \ 66.00' \ 66.00' 66.00' 66.00' 66.00' 61.00' 61.00' 68.00' \ -68 OQ'_ 61.00' \ o Z o z / BLOCK 11 ^I i\ I \� SF p\ Il = ® - \\ \ 85.03' 33' w'> 149 3,249 �l\ ,, ,, 11: 30 r 28 27 _ ��24 23 r 20 19 r �\ too.00' a oo �, 16 15� �12 11�� ^�12 7� I6 1 35 N g862SF 6 I III \\ o 0 6,822 SF 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' gF �1 \\ n z i o 1 6 90 1 I� 5,157 SFL 4 rl 5 148 300.00\ \ � a za' M I 7,153 SF w �t o.00' N o _ h v gF gpv vv z -- J L---- - �- _ _ 3o.os' q,850 141 3,641 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 n. \ ' rn p ?6S8 N - -\� - \� 19 11000 \ _ a -------- - S \ _ 126_61'-- °� 6 2 - -_ _ 101.64' / / 43. _--56.00'-, 56#00' --63.00' 63.00' - 63.00' 63.00' 63 0 64.71 77.92' N - - � I----- -- � v /30.09' _EP—EP=\ __=\ � e� �jw 155 F �� °1\ �16,m _ 15 14 \0 13 o IC10 0 -9' 6 5 O •�\ n1 \ 1 °' 11F18 0 \ goo. R1S •�\ \\ \ 56 q wl 9,556 SF \ oo EP = 2s �\ 9,948 SF �' _ w 8, 09 S 6 5,044 SF 4,788 SFI 4,788 SF' 5,386 SF 5,386 SF 05,386 SF \ 5,386 SF_� 5,386 SF 3 2 � \ ti o v \ EP` \� 26 \ �� \ \ \ �'? S\ ao °° L- w m Y -S> 7,150SF 4 11,536 SF � \ 1�LX, 36 v oS7 \ 463 \ 63.00' aD50� \ I a p3^. oo •�� \\ \ 1 \ \\\\\\ \gym �' \ 147.62'\\\ \\\\\ \sue\ 4,629 SF' 5,182 SF > \ BLOCK 13 \ \\\\\� r-11 sa.7r 1oss2' 2 266s--- n 3 °o \ 5� \ \ o \ \\ \\\\\\ \\,ao \ss lyg ® o \ tie oo 8 r f 7 4- a \ �o' g\\\ \ 1 \ \\ \\\\\\ \\\\ 9 e \°o, eti' ' °� ss 9,506 SF 5,072 SF 15 1 SF 5,0727 5,071 SF- °5,072 F \ \ [; 8,184 SF \ 50 00 40 \ \ \ 26 \ \\ \\\\\\\\\ 58 \ 53 00 \ $ 24.25' p 6 oj, °p O\\ \ O l w \ BLOCK 13 s \\\ 5,433 SF < \ 2 v Si\ 1 �o. •.. \ ,`b ° O a?\ \ F \ BLOCK 1 5,182 I o0\ \\\\ 129.05'- \ 63.00'-- --63.00' 66�63.00'-- --63.00' S \ 63.00'- -63.00'J 2S� \ \ 20.58'-- �ra4JOs oy...\\\ bib' 59'�\ 52 so°o \ r r \ 1„ `\ lisr 9198 -- L. _ \ \ BLOCK 1 E.PEWTER FALLS STREET \\\ \\ \ ,' \ \\\\ \ 1 18 20 21 a 24 25 \ ss / IRS SF / \\`9�: 8,011 SFI \5,072 SF- 5,072 SF 5,072 SF-� 5,072 SFI O 2 ti s\ o0 4.6 o 23,028 SF \ s I o o 6 — 98.08' \\,��\ \\ \ \I 6s 10916' — \ \ \ \` \\° \ 5,497 SF 1 5,182 SF - BLOCK 13 \ o•- __-_ -__ +� �o \ y 2 3,994 SF \ \� \�b\�\ \\\ \ \ \ \ \ 132.98' 1 98' 63.00' 63.00' 63.00' 63.00' 63.00' 2/ \ A �D° �� \ 0� \ \\ F° C \ 0 \�\\p \ \ \ ' - o '266 06 \ \ \ 100.00' N 34.74' \\ s\�\�\ \ \ ag e? \ 6 \ \ >- a?\ \\ 'y.� \ 22� 23 T - 26�a 27 28� _ _ h6' BLOCK \ 90� ,�� c��C DLO° <C /61 00 a o -- s I \ �`° oo \ O,.o �C \ e�► \ Q 3 4,000 SF 2 '°\ s\9\\\\ '.�S 50 \ \ \ �,659 SF `5,387 SF 5,387 SF `5,387 SF 5,386 SF `5,386 SF \ 26' /2425' 29 \� tee° p�O o, eo \ ,y0 0° o0`O ?°\ \\\ , \ 1� 9 5,495 SF [� [� o. 4 , +� o. \ fz 100.00, `: 5,149 SF ss\ �9!\\\\ \ �\ < 5,183 SF > _ w ss ,� tiQ \ F \ — ' \ \ zs2' 16,975 SF\ I � s O o � \ \\ 11.30' \ > d 6 \ O 2 \ Z Q \ _ 0.61' \ �\\�\\\\ \ \ a6 °� /' s \6 26 -- J L- - - \ � \ � \ `�s 50o ' �"� \\ \\\\ \ 00' o0 0tiL 63.00' 63.00' 63.00' 63.00' 4 4,000 SF \�265__\ \\\ \\\\ \ y - \ o 0 5 \ \ \ ' 9 \\ \\\\ \ /62 49 � - - _ _ °oo \ 100.00' 3 4,925 SF T \\\\\0 5,461 SF 5,193 SF - - - - - 1ss9' / \ �' , �' `L o` \ CA LU / BLOCK 10 °°d oo. 0�� .`.. �'+� �°pG�oO�\ °\ \\ ' Ate/ \\ �C ♦Fo BLOCK 6' a', / s\\ \ BLOCK 1 \\ 13.90'` 21.22'N 63.00'�6 63.00' 63.00' 63.00' 63.00' 63.00' 22.14' 32•�a 2 0°j / o O 5 4,000SF �` 116.68' \\ \ j\ o \ \ at 06 ---s - -� ---- - -� ---- -- o.\ \ * \ ° LU 1 oo.oa \ \ \\\ \\\\ \ 33 ? \ 631\ 48 \ a 47 -44 43 4 5,252 SF ps\\ \ \o\\ \\\\ o "` a ss\\ \ \\ \\\\ 5,427 SF 6,055 SF 5,387 SF= 5,387 SFI 5,386 SF 05,386 SFI 5,386 SF=� 5,386 SFI M 6 3,200 SF 145.91' \\\�\ \\ \ \ \ \ °� _� l '°o. °o S oo O / 6 \\ \\\ \\� o l / °o o, o d \ 100.00' F 0 - -- --J �- °• o r o : M : °° J _J�'� Q\ \\ \ o \ o. e \ 6,612 SF 1 \ °o O o° ' 'o s� o 5 5,384SF ? \ �o\ \\\ \ ss.71' ° \ o rt o O �'. P �j\ \ \\\\\\\\\\ \ \ 64 \ 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' S °J oo O y \'� 7 3,200 SF 33' 170.76, \ \\ \ \ BLOCK 1 / m a0 0 a ° cf ?� `t o \ \ M M'. M \ \\\\ \\\ \ 100.00' 44, _ \ \\\\\\\\\\ \ 5,373 SF °�o; ` \ \ l � i � ro ,o o° ' Q `� � � oo .c^ F 2S6 O`b000 5� \ \ *► � I w N- 5 v /a9 0 0 0 p, \ O S so /1 \ O \ t9 O O. 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C. 115.00' sb 10 ,-- °s °o/ 11 12 98°�• °p' 10,753 SF s 3$ v. 1 0 8,983 OF v 12 F1,088o 8 \\ w z 17 C F_ a / 06 p 869 S 1 o / 6,220 SF 9Zo9' s. ;1 BLOCK 3 2 ,o o 0 7, o o SF \ I :; s.zr 8,510 SF 3- - -4_ 61 _ - -26s5�r /w a° sQ IIIIIIII x Q 100.00' 12.as' - -6,900 SF °'''.: \ w 14 ° ao ti6e 3� /' I x 1 8,682 SF - 8,753 SF 9,315 SF o O m . 13n � °O. i 0? . \ IIII IIIII `� r� N O 2 18 115.00' - -2665- - - - - - g a 11 N 10,970 SF sy 13 ?3, �� pl z 115.00' S / ? \ o / 6,188 SF 6,190 SF, = N \ 9 12,956 SF _.12' qT ? 11,382 SF o0 25 ti IIIIIII III I„ a 7s.13, --------2sss-- 13,231 SF � h I b a.` °° 10 ,.^ �, '.. `' � 13,434 SF 1 � I I lilliil ilii�I 1 I 6,000SF _ 7s.o1' 76.01' Sg sQ'. s�2:" a° , 12,220SF ' s8 a,� .\ 34 � I 100.00' 100.00' 100.00' / = 16 a 0 SF 9,592 SF r2 1 1 SF C. ; o 3 17 i a 8,510 SF ^ 6,902 13.78 a 0 0�, '. s� 14 s7r, 19.45 \ c� 0 115.00 131.06' 11819, " - - o o III I N � `� / �' ° q'1 ?r84 0 68 p : \ y � a� �2�'a w 0 6,200 SF 6,200 SF 115.00' //10.20' \ // ° s0 I III IIIIIII °�• tts.ls' / 35 6: 100.00' 100.00' _ / 8:.. 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J 15 7s.00' 7s.00' 2o' 76.00' 76.00' 76.00' 76.00' 80.00' o0 1 ' a�9 14,488 SF 18,848 SF 15 F / (IIIIIIII jji1411 I Iw I I Illj'i 4 16 N: s 6,900 SF---- 115.00' 115.82' 1 7s' 11.38' ° o I I 6200SF 6200SF :. 1i5.00, ---- ,2666' Q 7 0 10,581SF / illl,i Idyll I IIr // r/i 6 - 104.51 11.38' ro 9 0 6 _ 3 I II 36 a `tie -- _ - . �`. w 9,116 SF_, �z ,�y9 -33' _--__ r o 1 I IIIII IIIII I I ll i 6,001 SF 100.00' 100.00' c ------- ------- 64 57 arno . 2 �'. -- 66�0 5e 115.01, 44' 27 --' o I IIIII III aI i 100.00, 12 11 10 9 9,079 SF 12 _ - 115.00' 3 s s3 / u, ;II Ili l w BLOCK 5 14 8 7 6 5 6,900 SF 6,904 SF a:. b _ - 3p52 5 = 6,900 SF I �I III llii I �I / 67 7,226 SF _ / a z 115.00' 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' __--115-00cli 30 P5°5 0 16 r ip IIIIIII w I BLOCK 6 W 5 15 s.sr 7,464 SF aa' J 15,848 SF 37 0 6,200 SF 6,200 SF 110.32' N o a // I'll IIIIIII o. ; 6,000 SF W 100.00' ,100.00' > 13 B 2 _ 76.00' 76 00' 20' 76,00' 76.00' 76.00' 76.00' 75.00' :: o L 65K 56 a : aa' 11 6,950 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 �61nIIl IIIII/II + \\\ a a:,_--- \ 900 S / 3 O SF 115.00' 18,250 SF z 93 i 11i \ `� 6, F `� 6,900 SF " o C o 90 // c� 115.00' �/ -o0 0:: - - - - - - -F� v / rn 14.13' Hq o vi o : o„ ' o E.DIVIDE PASS STREET - C2 '115.00' ' s' a / 26 Ca 6 14 M e - - - o _ 10,350 SF 6 17 i >d / : 26 g z6 0 381 -o 6,200 SF 6,200 SF \ a / 81 otiry /r 6,900 SF 6 o J -2 0 /,.., ,..-.. \ �_ 667\115 0'/ o o .. Gam/ •2� o I� 00 115.0 i 0 0 69.82' 72.00 72.00, 72.00' 72.00' 12.00' 72.00' 72.00' 72.19_- -� 66 0 55 6\ 6,000 SF = 100.00' 100.00' \ a o 33 5 ,; 18,167$F q9 11s.or o 29 `\ 1 oNl� 100.00' r i 115.00' c 19 44 7,820$F o Q� ' 14.13' �? 0 6,900$F / vi 6,900 SF 6,900 SF 1 6,900 SF �„ 7s p�� ao!� s9 N 115.00' 7 13 BLOCK - C. ,, ns.00 115.00' �+ 115.00' = 115.00' dss ��, / it II w = 2 0 3 4 __ 5 _ o _6_ a a c0, BLOCK 7 W ° Q� �� losa 18 % % �� `\ Q Q 26 ti 7,829 SF m / /I ��\ J 39 6,200 SF 6,200 SF - - -- 7 8" 9 a 10 q o a o 06 S"' 14,420 SF 30 6,000 SF too.00' o' ° 7,469 SF 7,201 SF_ -7,201 SF 7,201 SF 7,201 Sr -7,201 SF- --7,201 SF 7,201 SF 7,707 SF ti 90, r r 1ac.00' - 67 54 10,350 SF g o 4 o ^o. 0 6,904 SF 6,900 SF 6,900 SF 7,820 SF 17so' / °33 o < 1' 72 0 7 01' 7. 1' 115.00 115.00' 6,900 SF 3 g, / / 7 p = o I 115s1' / v/ = Z Q 8 w 12 0 2 2 I -115.00' 115.00' -- v _ 115.00 17.99' / ��°/ w / 40 6,200 SF 6,200 SF i' ----- x ,-- 13,934 SF o 19 0. / r r/ / � 0_ J 6,000 SF v; --o Y5 00° 7s a / w 100.09 100.00, -- 33' 68 53 r 00,146 SF a � ', \ LU 100.00' 33' -- 44, / 8 o Q 3.56' O o / qq -- 2667--- v ^ ` 17 a 16 15 14 0 0 6,900 SF 6,900 SF 6,900 SF 3 11s.00' ' 15,346 SF yob: / 9 996 SF / N LJJ w ' 9-- 11 20 N 19 18 7,214 SF 7,201 SF 7,201 SF 7 201 SF 13 g 12 11s.00 115.00' ,°.75' 115.00' 7,820 SF 9,093 SF 8,645 SF 115.00' s, o 0 20 / r illlp� 0 41 1 6,200 SF 6,200 SF 7,738 SF 7,201 SF 7,705 SF 2 12,836 SF a o` � 668� 5 I a� a o >v:7,800SF / // rn "00, o0 32 2g81-J 6,885 SF 100.00, 100.00' 69 52 N o 1 56.85' 30.03' 41.99 72.00' 72.00, 72.00' 72.00' 63.86' 13.85 ; -m 10 / zzs' 26ss-7,081 SF 7,219 SF _ 33 44' 21 cli �, � 69.82' ... 58 55' 128.52 131.20' \ 2 ryg o° 0$ / IIIII n - - - - - - 758 StN 3 SF 0 13,053 SF 24 /7,80 F , 33 89.94' 7 F ----26ss----- Sao 70 51 °> 6 11o.7q' 1 8 SF oo- o o 8,050 SF `�s E.COPPER POINTE WAY - 76 > _ 0 8 J - ,. ,,,-- _ o' o. . 0 0°, 6 � "IIIIIIII 1 A o ., o M 667 63.72 58.70' 70.00 70.00' 70.00' 70.0 1 \ n 2 _,. - - -11.30'- - - 0 55.15' 13.14 60.00' 60.00' 0 60.00 60.00 28.46' 3-. _ 110.74' cli o .: ^oo//rIII 2668 90 20 $$ 85 P0. - 83.: 70.70 7.29' - - - - - - - - - - - - - ��,- -� 1 v - 22 R X S> pll III 110.74' j . . O o - " - - - - - _ M' 10,751 SF- 34 38.52p g5.07'...,...,,.- . ............. - -E.PEWTER FALLS DRIV - -,- \ �./y^�h- ��8,,050 SF 2669 115.01' 115.00' 115.00' 115.01' - - -' - - IIIIIII IIIIIII II l 668' 70.00' 2670 � o 70.00� \ I 2 0> o m v ^ 63.34' O Nv\ N BLOCK 2 -_ - _ M 80 79 78 1 77 76 ci 75 74 73 72 - / o ' ®- / 0.72' :o \ 91 ,� 89 4 87 � 81 r 71 50 o.00' 70. ' � �ti ' 7-- - 86 - 84 0 8,634 SF 8,908 SF 8,790 SF 8,671 SF 8,552 SF 8,434 SF 8,316 SF 7,064 SF 7,020 SF 49 48 00' - o.ao' i 8,763 SF- ^ ---- M - 7,572 SF' N o 0 7o.oa' 70. \°° 8,058 35 SF ' I� 2671 8,383 SF - 82 ^. 7,580 SF - 7,187 SF' M 2672- / `��-' 2668- 9,089$F 9,471 SF °° _- 8SF 2 S o0_ 2669 8,83�SF o - a C115.71'_ P0. _ - 45 _115_OS'——- -------- ----------2669--- ----- ,q 0.00 795 � 798 F� ------------- 115.08' ---------- 4 -2673I rae -- Ec ----- ---- 20_2 2669=---- ---16.44'- ---- --- OSF 7 FG TOV2671--- 670== -70.05'_ _sass'-__ - _70.00'_ - ]0.00'_- 70.00' 70.o0n - - _70.00'- - 70.00'— -60.OD'_ 60.OD' S997, 6,050 5F 44 669 7 ��r.----\ ,-ea---� EG E ---=_ - ------ - -----------ro --------- --- - 6o.3q' ---___ 8,050SF; J Ec ram--2671---=--- rya ----= 805 0 15.10' Fs rt� E G EG EG EG G EG 60.3q' ------- Ec= _ - 60.34' -----_ 8,050SF 41 6 / / _Ec Ec Ec ��- `� 36 o RIDENBAUGH CANAL 92 Ec Ec—Ec =— — — 70.00'— 8,050 SF 39 38 BLOCK 2 m 9,098 SF roa a =-__ —70.00' — — — 8,050 SF 37 E�� ------ 70.00'_ 2s7o — — PROJECT N0. �toaFc— Ec _ _ 2 -2s7a - - - - - _ -8,055$F -9,083 SF / �1a / // w I 16-0208-MS r—fOg EGG2671,=- 66970.__ -- --70.00-- - � � ,.��, L-2s72a5�—��€c-- ---___70.00'___ G I --- F I —E� 70.00 DWG FILE P.102 ----- - EGA ----- --- ---- ---- -- - -- ------- --- ------- _Fr EGog 11 DESIGNED BY BT -------- _ ,�/�� DRAWN BY KDH -- ------__ PRELIMINARY PLAT CHECKED BY BT _ 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 Pol 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