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CC - Pre-plat CURVE DATA \ i ® 0 CURVE LENGTH RADIUS DELTA CHORD BRG CHORD ® ® n O C1 47.01 200.00 13'28'01" S 83*27'13" W 46.90 _ ° ® r C2 47.01 4 . �® U 00 200.00 13 28 01 N 83 27 13 E 6 90 \ ® ° Lu U = r C3 259.10 725.00 20'28'36" S 79'34'26" E 257.73 , ® _j 000 � o C4 275.05 775.00 20'20'03" N 79'30'10" W 273.60 - ® ® Y N LL C5 5.55 200.00 1'35'20" S 54'06'04" W 5.55 \ ® 0 Z O= C6 40.07 200. 40.00 L E. AMITY RD. 0 � Q 00 11 28 41 N 49 09 24 E \ C7 40.07 200.00 11'28'41" N 37'40'42" E 40.00 0 C1) ( o C8 40.07 200.00 11'28'41" S 37'40'42" W 40.00 \ '�� ,�. 100 50 0 100 200 300 W I r m Q C9 388.92 475.00 4654'46" S 6652'26" W 378.15 z Q C10 257.30 725.00 20'20'03" N 79*30'10" W 255.95 �Q SCALE IN FEET z C11 276.97 775.00 20'28'36" S 79'34'26" E 275.50 �i� O,� �j C12 47.01 200.00 13'28'02" N 83'04'43" W 46.90 C13 47.01 200.00 13'28'02" S 83'04'43" E 46.90 RUT RUT � U N P LATTE D \ U N P LATTE D o S 89041'43" E 1002.86' W > o 25'BOISE-KUNA IRRIGATION DISTRICT EASEMENT rn c9 N N PIRR�61- �11-�PI+� 94' 95 97 97 104' 56' 10 = J � 0 10976 sf o 108\8 sf �" cJ 6 7 2680 $ 9 , cn O ?� \ 'Li9 �0-0�9� RUT 10 \ � '6' vi � Lz,_L w n o 0 3 0 0 �tP� 139 0 15613 sf ! 13471 sf s 12492 sf 12653 sf n 14468 sf '���0� ���� \ NOT A PART E LAKE HAZEL Rco I 2 s_\ °' 16921 sf °\ F O IZ I TE 9030 sf 9220 sf '9 "9 F LO w O= 00 Lo 144 \\ R-2 ��0 11 �02 \ LJJ C) � 0C o / t 72' 72' 5 LLj Q .d -a N 2 72 ?2' BLACK 13681 sf \ \ T \ \ 8775 s1 10 83 sf �\ l5 w 2 �7 LLj� IY _j 0 � \ \BLOCK35 ' �00 2' \ CL PROP S E D 1 �6a° 28. `�0 ° w � 12 24\ �� ui ® Y m W \ > 10810 sf \ SOUTHERN\ IGHLANDS 1oo4s sf 9g 111 \� N SUBD. _4 \ " �5' 7 '>>' 13 \ \ o \ •\ 115' / \ 6 ® VICINITY MAP \ 5 11407 sf o 12088 sf o $ S 9748 sf \ \ R-8 \ 110 \\ \ R-4 \ \ `� 12436 sf 70 \ " - 000' 3 \9875 sf �,0 14 \ 10994 sf Ci! 4 ^o° 9 �� \gL0 f\ 4 72' 11416 sf >>' 9750 sf �^- o 682 "V Lj c� o 1 65' 26a2 101' �s' s 2 0 \ .O NOT A PART \ - 15 , SEE SHEET 3 OF 4 FOR � � / 10964 sf 2 �' 10� 20 9> 6 ��° 10 >s 9750 sf \ �,�, s �. ~ Y 'r7 ooLI 0 9791 sf 21 9 \F F N 0 TE S & SITE DATA w U W 00 \ 19 9804 sf >s \ �i� Stj„ �Q F Fti! Q 10753 sf ra 11651 sf \ > ��° 16 Fc F� '9 z O ^°' \ \ 011 10668 sf h 66 �° 1 1 S 9750 sf \ �FF,F s`s6'y '9 �Q,^1�'Q�� Z Z z o W 9750 sf 1$ 9750 sf > \ ''V\ �' O C) O Q \ N i 1 S 0 17 \ F LEGEND o , 9811 sf s> > 'ii�� '� U W o 0 11017 sf \ 60' 60' \ �° 12 S ii m z w ` 56. �0 17 „�,y'�400 sf \ 9 - - BOUNDARY LINE a, \ 97 0 sf \ 28' 13 -In10 R 0 ' 106 ° �• 8450 sf \ 9750 s4 >j, \ // COMMON o 9> 0 ,?TEN MILE CREEK EASEMENT ® - - SECTION LINE � -I _F \ � ' t�J� \ 161 �4' ,^�° 268216 BLOCK 1\ 0 �° 1\ 18 \ RIGHT OF WAY LINE \ cP 130' 2 a " R-2 13 11138 sf \ ! RUT > w OMMON 6S, 8450 sf \ 11620 sf >S 102553 sf LOT LINE I I I \ \ 4 12°' ��I'; 6s �0 15 0 >S �� \\ �� EXISTING LOT/PARCEL LINE o o z Zw � = Z \ 9750 sf s� \ \ 9 Jill 1 9 Z > Z o \ - \ w 1 �� 1111 0 19 \ ss 9 28 ti6g \ - CENTERLINE C j ow � wo \ n N 11814 sf \ \ II11 .L 8450 sf 9747 sf uLl 66 \ - - - - - - - - - - - - EASEMENT LINE _ r 8736 sf 6p. 1\ 14 '" \ 24 � z o J w 18 �0 31 ems. yo 20 \ �� � ¢ z0 \ 5 S 10325 sf \ C� w EXISTING CURB & SIDEWALK Z a o \ 9750 s 140 \`, �� 11990 sf 9750 sf ® J m Z J J Cl S 8572 sf 6S �° S \ ('� SS SS Y o Cl \ BLOCK 2 s b > I EXISTING SEWER LINE m z �^� 17 9 6 , ^�° s \ ��� � owoo - T L - - \ \ \ 130 13536 sf \ ° > \ I 8"S PROPOSED SEWER LINE W MANHOLE \ i0 9,, 30 s- ,�° 21 \ I I NOT A PART / \ 8450 sf 6 29 z N z 0 Z PROPOSED - 6 S v. \�°' o �� '� 10430 sf 9748 sf \ I I (/) w w EXISTING WATER LINE o o z z z w SOUTHERN HIGHLANDS s883 sf 15� \ 16 p 32 >s. \\ I w PROPOSED WATER LINE cn 0 0 0 m !1 � � w � (SUBD. NO. 3\ R-4 13�' o LOC 5 2g s' xti 22 I x EXISTING FENCE w o Z 8450 sf > 13452 sf > D S � w z o 0 \ \� ° 13245 sf 1\ 1 5 N B 11447 sf 9446 sf I N 89'39'36" W z OHP t EXISTING OVERHEAD POWER LINE & POLE \\ \ / 7 1'6, \ \ 8767 sf \ 1�0 > �- S s EP EP EXISTING GRAVEL ROAD \ $ f o_ ��- �., I �113.10' �W � E G E G EXISTING EDGE OF PAVEMENT J � I \ i 12025 sfN. \\ \ S° ��' s 33 a1 23 �I Q , � o 5 °� \ \ 6S ` 14 9279 sf 28 30 10876 sf 3�I s m o O O o \ \o- $ 9395 sf 6 ��6 11620 sf �� '' RUT �� Z_ IRR EXISTING GRAVITY IRRIGATION LINE ,\o \ la f \ \ o �ti ° �^ AGE -----►GIRR----- s , cv F =� PROPOSED GRAVITY IRRIGATION LINE I \ �. \ 8952 sf �� 40 �uj Qf s>�o� o= \ m - - - - EXISTING DITCH LINE N "� oN -r (+ _ � - - - - - � - - � � 12511 sf o \ 3 \\ \ 6 13 �. 34 S° 5� 3 L6 �,0`�9 0 p � O^ 9395 sf a �5 27 BLOCiK I O N ��OF`JJ' p, \ �• O_ _ ` I I I \ \ .c` ,o G �Q� PIRR EXISTING PRESSURE IRRIGATION LINE I 32' o sf \ �50 26 25 I F C�F�o \ - - o 1 �9 z62o7 sf I N ,�.�9 F� m� \ / - -ERR- - PROPOSED PRESSURE IRRIGATION LINE V) = L - - 9 \ 2 �. 10568 sf 12869 sf S �\ n Q \ Q 9917 sf 17 '9,\ \\ 9396 sf 16086 sf O Fri �p \ ■ ■ EXISTING ZONING BOUNDARY o 0 - - \ 146 _o 1411s sf \ \� 7 �\ \ �' F` Q PROPOSED ZONING BOUNDARY Q Z L cv 130' f 36 0- " APPROXIMATE FEMA FLOOD HAZARD ZONE O - I rn 10 159' \ \ \ \5 2 sf 26 �, 12027 sf 50 - 195= - 100' '` S 89 39 6 E 228.89 BOUNDARY 0 cn - ° - \ 9264 sf o - - N I $�9804 sf ^ �° \ \\ \ 9 60 4 166' 144' j4 81' _ - 15 - I � -- STORM DRAIN LINE W/MANHOLE z � o w ti6 16 \\ C L 133' S5 56 57 58 T9_ 60 s5 4 s I p �----- • 12859 sf \ \ I st CN \(UT\ N AREA , N -- 14007 sf N Z t-----j SEEPAGE BED W/SAND & GREASE TRAP N 0 Q� 130, \ 10871�\ \ \ 1 0 130' "S 6 sf 7987 sf N o N o N 124' O s / I o 1 1 162' \ \ \ \ 11496 sf 38 M I >9 I N I W VALLEY GUTTER CV I 9944 sf ^ c" \ 121 \ \ I 0117 sf 10'LANOSC PE BUFFS EASEMENT 'Ln n 6833 sf I R-8 SOUTHERN HIGHLANDS / - - - - - o 15 - 3 20'cRO ACCESS SEMENT 61 I U i CATCH BASIN \ 5 I (n SURFACE FLOW DIRECTION / O ° \ 85' 132' 757, �� 50' 55 55 55' 0' LOCK J z SUBD. NO. 1 _ / z 128' BLOC1�1512sf / / 52 2 CONTOUR LINE n w 124' I I J 268 ------ / r7 ' - � mo � 9569 sf 69��f � I = � \ 10146 sf 9 2660 10' CONTOUR LINE - \ �� h` R-2 � ,10893 sf / I 115' �� 86' 86' A� 116' I MULTI-USE PATHWAY m PIRR 51' 762' 80' 65' 65' 65' 50 S�' 1 0 9 .° 14 \ 40 / I 51 R-�877 sf I 7884 sf s336i3f j EXISTING GAS LINE MARKER Y m R-4 13 DIC 20 46 45 3 42 41 hti 6325 sf � -1 I U 115' 115' 115' II 1 ❑E EXISTING ELECTRICAL JUNCTION BOX o L__; 10875 sf 115' o 125.99 0 I o I o N o s STO 2 8 1 \ EXISTING O 14157 sf 19384 sf N o- I Z r 6329 sf 6343 sf ,� 63264sf 1 a O J U I EXISTING TELEPHONE RISER Y �• r` ■ p "' o "' CD 10555 sf IN 50 1 OIL \ " x WELL LOTS I- \ cJ �`1 � EXISANG B SLEY 6325 sf LO owEu EXISTING WELL g z f� \ N 00 00 49 E 150.06 S \ BLOCK j LATERAL E EMEA 115' ¢ 115' 115' 115' 1 \ V< �"'I m r7 - - 32.63' 89_59'15" E a 138' 85_ -1I8 37 - 50' - - - TO BE REL ATED - - - 1 - _ z s I 3 7- - I ® EXISTING WATER SERVICE o- -- -- - - - - - - - - - - - _ s 327 sf - ,r., HAWK PEDESTRIAN SIGH , EXISTING WATER VALVE ~ C' o - � - 6 / / - - - - - - - - =� _ sf FP ��0 B K NEIG RH00 4 6 a- 5'BOISE--KUNA lRRIGATI EXISTING SIGN z �z oOr W Q 601 " �4�lATlO IRRI AAON EA MENT 48 cv 66 L / D/STR/CT EAS EMEND XI TING TR S a U - 9~40 5 - �G/ `o 6326 sf 6355 sf I': w " SED PEDEST CROSSI - L � RELOCATED e P 2- f' 3 I n 6747 sf 1 15' 1 16' �� EASEMENTATERAL 71 S OO 13 38 W %� E S EE �"� A LLJ - EP= .�._ - 115' _ -- - 2189' 99.26 EXISTING FIR HYDRANT J V - T - - - -- - - - - - - - _ - - - - - - - - - c� - -- _ 2 -74sf S 45'12 LU o z NP b E ST G E T LU r_=___y ; 40 � ` i 7 _ ,-__, 9.91 ) PROPOSED FIRE HYDRANT m w CENTRAL COMMON AREA 25 24 23 22 80 E R_84 � W � c¢� 10 9 �,\ - 50' Tx a m EXISTING STREET LIGHT o 0 1 POOL PLAYGROUND FACILITY N N w 21 &�' `-'�_ �P EP J 11 N 9544 sf 1 nso sf 8 o 0 0 0 � _ �' ° PROPOSED STREET LIGHT o 11508 sf a �\ PHASE 3 0 "' "' o N o 20 �, f■ -- ro. 11498 sf RUT ° N l' °� - -- - _- -` EXISTING TV RISER 13 �� LOCK A 3 \ 1 116910 sf v N 19 a s 1 `__� � _ I�Ew S_ == N 89'4� 0 74' 60' L° 6 . 65' 65' o 8699 sf N 119' 28 ' co 3 4 60' �" 4 f /193.92 Q 13805 sf 60 B � 64 �\ � 65' � B65oCK $ � 1 g �I � 71os sf � � 72 ¢ � �` ' EXISTING BUILDING 60. O 0 62' Q 11699 sf 6848 sf N N 5 17994 sf S 44'47'33" E " 81 T k �� \ 225 - 56' �� �. r' �' o °o a; 117' 9.94' 14 oL / �S 9310 sf \ "'`^� M LIB:R=60 11�' s� o n - o ' d - S8 29 s- � / » / 19599 sf 61 �� 5 --- 9 0� 6730 sf BLOC 7 40 ( SCALE 1 =100 o > 65 65 65' 65 o- rn. p 2j• R T yh 7646 sf n ti rrr 7 �' 1� � 23' 50' 50' 35' I HAWK PEDESTRIAN SIGNA DWG.DATE 04/24/17 bkb COMMON i i i I 9360 sf \ 2 3 4 5 65' s8' 17 \ �s 101' 182' I 1110530 sf > ^�� 4 N 6 ° 9776 sf �0 CV 152 E. �° PROD. No. 1701 17 III 31 _ 37 ^� 39 x \' ui S \\ >2 9360 sf \ N 8497 sf o 7 ��S\ (51 6aa 1L� 40 46 Q 7254 sf CD c. 15 I $ \ ,6 6 \ ,� � o COMMON / 8152 sf 50' 50' 50' 0 S. ° �� 1 LO 9652 sf & � ��i 32 33 34 35 36 �� 100' W SEE SHEET 4 OF 4 FOR SHEET 1 of 4 129f 14244 sf F 15628 sf 9750 sf >S. >6 >� 3 \ 20, 83' B C'K g 15 13g, X 50;009399 sf 6,, 72 - - DRAIN 9,78 sf N o 0 0 o a &0 $38 SUBDIVISION PHASING��n of \ �� \ k 1 1 , ,., �� - n�' i ARR cf r I `O 1° 10097 sf 10399 sf � I I. 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BL0 4 20 �' tk1 4�ii� 14834 sf f 121 29 891, BLOCK 80' 00 c'j cr 25 9750 sf >6 �` >0 1 �� COMMON 8286 sf - `V 1 1 I Z W O / 11050 sf �° 1 4 Sn 8450 sf I 4 0 \ 21 27 26 25 24 23 22 II , N U � O o 0 \ 35 SLOPE TO BE MAINTAINS 13362 sf �� 14z- 132 130' _ - 00 �\ 8s, 24 9613 sf 22 �y 13 28 1 9297 sf C) CD CD (D CD C) C) o m o _o BY THE HOMEOWNERS ASSOC. A' ®MM '/� SO 10465 sf r o N o N 0 N uo� Q SUBJECT TO SPECIFICATIONS \ 11050 sf 1 C o- 9 RUT J Q 00 • o� 11521 sf 8450 sf O r7 AS OUTLINED IN THE CC & R 6'��� 407 s �s' ��° s' ��o ;�r z6 ��� 15 �� w 130' I> J O c� 5 �s�\ %%��� 11128 sf 13T 28' 119' 65' 65' 65' 65' 65' 60 �� 00 U N P LATTE D = z w o 8a 13370 sf S 23 ��� 1 �q CD BLACKROCK �y �� QCK 12 12 ° 8 I I LO (D o, 13s10 sf BL \ 10155 sf 8 R=300' �. T/�1� ivi l r\ry 467 8450 sf I1 _ No SUBD. NO. 1 6��\ 1 �6, 87s- PROPOSED MINI STORAGE ��� ��, >3, �� / �69� 1� 16 • 130' 6 27' 1�- 13 \ 10832 sf a 133 ° 65' 65' 65' 65' 65' 65' 60' � 7 2n 14519 sf 12061 sf 0 1 1 �n "� 8450 sf PO NOT A PART \0 9844 sf m 2 3 4 5 6 7 8 I> M COMMON N N N � � 1 - z 6 , v? 25Q o0 I o 0 0 0 0 c' 0 0 0 0 0 130, I O ` 130' 10715 sf ^ N � cv C) N C, N � cv CD N 9515 sf o O (n n o o f 42 �' 17 I 129' � 1 � 6 III \ 7 12 14 9751 sf 10 1 I CK 10 8450 sf I cn m R-4 15539 sf 16519 sf 9965 sf 9534 sf - - - g�-Q 80, II V 35' M _ 130' o I 143' N ° 130' m N 18 1 _ N 15 14 13 12 11 10 9 5 I o N 1�5 15 s, 9930 Qsf 1 1 1 9 " N o D 84C f B lQ_ LIJ O 129 �j, n 10019 sf '- V�-QCK 9223 sf N-CD -CD _CD CD 9521 sf N I R-8 O J U p co r- _ - N M 130' (� (Z g z Lci ° 1 1 147' 130' \ a m r� N I $ N 15880 sf �� 845 sf NOTE: IF THE LAND USE DESIGNATION v` ~ � E. CYANITE DR. i 16 19 121'. ° 65 65' 65' s5' s5' 65' 60' - FOR THE HOT 3LLC, PROPERTY o N 16656 sf C" O 11384 sf 10504 sf s /T3 r� U w I BLOCK 12 RUT 8 - �A� • 504' _ CHANGES TO A NON-RESIDENTIAL USE � _..� Q p z o 50 \B I 147' 133' 16435 sf f� (0 / I� PRIOR TO PLATTING, THE STUB z z o Q SO' ° 450s l STREET MAY NOT BE REQUIRED IF a 16 17 ^ 20 IT m � �2' 75' 75' 75' 75' 75' 70' �� ° 130' -�I DETERMINED BY THE CITY AND ACHD. �"� Q L"j Q o �� g �10 2jo� 10222 sf 9748 sf \ N 7 6 5 4 3 2 1 1 LJ z o �� ��_ _ o� C14O p Z I �j 23778 sf 1 ° LLJ �� o 0 0 0 0 0 2692 2 I J 24899 sf o 06, I 147 148 19204 sf M 9750 sf M 9750 sf � 9750 sf ro 9750 sf M 9750 sf M 11471 sf o - LOT 1, BLOCK 8, / m Q 21 12248 sf � U Lc) ��o� - 115955 sf- ��6 �696 12269 sf I 2694 BLQC �11 50 x41 PUMP STATION LOT vt o 0 15 AD =-nRR =__ - - - Z -Ti _ - - 2 O J _ _ _ _ _ _ _ _ N 12'BOISE-KUNA IRRIG ON DISTRICT EASEMENT GRIMMrMffl"k15' SLOPE TO BE MAINTAINED ti , " , 15'BLACKROCK NEIGHBORHOOD EXISTING BLACKROCK SUBDIVISION a_ BY THE HOMEOWNERS ASSOC. N 89 4813 W 1600.61 ASSOCIATION lRR/GAT/ON EASEMENT PRESSURE IRRIGATION PUMP STATION I CURVE DATA Q SUBJECT TO SPECIFICATIONS U N PLATTED CURVE LENGTH RADIUS DELTA CHORD BRG CHORD AS OUTLINED IN THE CC & R I Cl 47.01 200.00 13'28'01" S 83*27'13" W 46.90 PROPOSED EASTRIDGE SUBDIVISION C2 47.01 200.00 13.28'01" N 83.27'13" E 46.90 SCALE 1 " = 100' C3 259.10 725.00 20'28'36" S 79'34'26" E 257.73 DIAMOND RIDGE ESTATES SUBD. I C4 275.05 775.00 20.20'03" N 79.30'10" W 273.60 100 50 0 100 200 300 DWG.DATE 07 06 17 PAC C5 5.55 200.00 1'35'20" S 54'06'04" W 5.55 C6 40.07 200.00 11*28'41" N 49'09'24" E 40.00 PROD. NO. 170117 RUT SCALE IN FEET C7 40.07 200.00 11*28'41" N 37'40'42" E 40.00 SEE SHEET 1 OF 4 FOR SEE SHEET 3 OF 4 FOR SEE SHEET 4 OF 4 FOR C8 40.07 200.00 11.28'41" S 37.40'42" W 40.00 SHEET 2 of 4 C9 388.92 475.00 46'54'46" S 66'52'26" W 378.15 LEGEND & VICINITY MAP NOTES & SITE DATA SUBDIVISION PHASING I C10 257.30 725.00 20.20'03" N 79.30'10" W 255.95 C11 276.97 775.00 20'28'36" S 79'34'26" E 275.50 PRE C12 47.01 200.00 13'28'02" N 83'04'43" W 46.90 C13 47.01 200.00 13'28'02" S 83'04'43" E 46.90 /170117-PRE-REV070617.DWG 0 cr 0 0 00 Lu c) = r'o J 0c) Ir 0 LL C) 0 0 0 = (if < cf) C) — CC :!s 60' ROW LLJ 30' 30' Z 0 5' 8' 16.5' 16.5' 8 5' 0.5' Now- 2 14.5' 14.5' 2 0.5' 0 1.5% C B (A C 1.5% 0-) 2.0% 2.0% X, GENERAL NOTES Cc CD CD D D Li 1. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY SEWER SYSTEM. Lu 00'0 'Lln, �; 1 Ln bF _3 r- C) C) 0 0 a- C) r- 2. DOMESTIC WATER TO BE PROVIDED BY EXTENSION OF MERIDIAN CITY WATER SYSTEM. r- Ln 2.5" ASPHALTIC PAVEMENT @ 4" OF 3/4" MINUS CRUSHED GRAVEL CD Lij yj C) c3l cl� >m C1 00 4 (D 3" ROLLED CURB AND GUTTER SEE ISPWC SD-702 12 PIT RUN GRAVEL 3. A PORTION OF THE SUBJECT PROPERTY FALLS WITHIN FEMA FLOOD HAZARD ZONE 'A' AS SHOWN HEREON REFERENCE FIRM PANEL 160001CO265H, > ui —— C14 DATED FEBRUARY 19, 2003. a � Q) Lij U) c� Ld C X 0 5" CONCRETE SIDEWALK - SEE ISPWC SD-709 uj 0 COMPACTED STABLE SUBGRADE 4. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) m < 0%1 FEE ADJACENT TO ANY PUBLIC STREET UNLESS OTHERWISE DELINEATED. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED C/) uj STREET SECTION 6u RIGHT-OF-WAY DRIVEWAYS AND WALKWAYS TO EACH LOT. c/) N.T.S. 5. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, 0 IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. DIRECT LOT OR PARCEL ACCESS TO S. EAGLE ROAD IS PROHIBITED. 7. THIS SUBDIVISION FALLS WITHIN THE NAMPA & MERIDIAN IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID CD CD DISTRICT. BOISE PROJECT BOARD OF CONTROL PROVIDES IRRIGATION WATER TO THE SUBJECT PROPERTY FOR NMID. Lj C-4 >_< Icn- I'd- 00 - co 0, C)g 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE Uy -r�) I Of 00 00 1 CITY OF MERIDIAN. Lij F-- ro 00 V) 50' ROW :2 9. LOT 18, BLOCK 2; LOT 9, BLOCK 3; LOT 4, BLOCK 4; LOTS 4, 17, 24, 37, 44, 47, 53, 59 & 66, BLOCK 5; LOT 5, BLOCK 6; LOT 1, BLOCK 7; z z cif cc z CD co 25' 25' LOTS 1, 16, 26, 27, 30 & 41, BLOCK 8; LOTS 1, 7 & 15, BLOCK 9; LOT 1, BLOCK 10; LOT 14, BLOCK 11; LOT 1, BLOCK 12; LOTS 1, 7, 12 & < 0Y No < cc�41 22, BLOCK 13 AND LOTS 1 & 7, BLOCK 14 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION OR J U p Ld c x 5.5' 0 0 0 5.5' 5' SW 14.5' 14.5' 5' SW ITS ASSIGNS. uj Cy) 2' 12.5' 12.5' 2 10. LOTS 60 AND 61, BLOCK 5 AND THE SCOTT FULCHER PROPERTY WILL SHARE AND ACCESS ON A COMMON DRIVE LOCATED WITHIN LOT 59, BLOCK 5. 11. LOTS 38 AND 39, BLOCK 8, WILL SHARE ACCESS ON A COMMON DRIVE LOCATED WITHIN LOT 37, BLOCK 8. ( A C 1.5% C -2.0%B A -2.0% WB1 5 ID OPEN SPACE F CD CD CENTRAL COMMON AREAS: 2.86 ACRES CD C) ry TEN MILE CREEK LOT: 2.36 ACRES AO 2.5" CD ASPHALTIC PAVEMENT 4" OF 3/4" MINUS CRUSHED GRAVEL cn 00 COLLECTOR BUFFERS: 4.11 ACRES �:�L�j CD ch� 3" ROLLED CURB AND GUTTER SEE ACHD O 14" PIT RUN GRAVEL ARTERIAL BUFFERS: 0.50 ACRES (D SUPPLEMENT TO ISPWC SD-702 COMPACTED STABLE SUBGRADE INTERIOR BUFFERS/STORM DRAIN/PED: 3.03 ACRES 5" CONCRETE SIDEWALK - SEE TOTAL COMMON AREA IN LOTS: 12.86 ACRES Q_ ACHD SUPPLEMENT TO ISPWC _j--_j SD-709 8' RESIDENTIAL STREET LANDSCAPE BUFFERS: 2.80 ACRES TOTAL OPEN SPACE: 15.66 ACRES STREET SECTION 50' RIGHT-OF-WAY QUALIFIED OPEN SPACE: =) roCD cn CD SUBTRACT 50% ART. BUFFERS (.25 ACR. 00 & TEN MILE CREEK LOT 2.36 ACR. 13.05 ACRES (NORTH PORTION S. CALAIS WAY) 0 L_x (13.27%) W cn NTS° REQUIRED OPEN SPACE (10%): 0 C984 ACRES - o O cn Uzi u� I 0 co ro j co CD c-i 0 0 42' ROW OVERALL SITE DATA 21' 21' TOTAL SITE AREA 98.35 ACRES RESIDENTIAL LOT AREA 66.06 ACRES 1.5' 5' SW 14.5' 14.5' 5' SW 1.5' RIGHT-OF-WAY 19.43 ACRES cf) COMMON AREA 12.86 ACRES m 2' 12.5' 12.5' 2' COMMON LOTS: 31 cf) SINGLE-FAMILY RESIDENTIAL LOTS: 278 Y C13 U Lj_J 50/55' WIDTH PRODUCT: 38 C) 1.5% C B z -2.0% A A -2.0% C 1.5% 65' WIDTH PRODUCT: 103 < 0 75' WIDTH PRODUCT: 117 _j 85' WIDTH PRODUCT: 20 OMNI a- TOTAL LOTS: 309 D N q GROSS DENSITY: 2.83 DU/ACRE < CD C) NET DENSITY (EXCL. R.O.W. & COMMON): 4.21 DU/ACRE MINIMUM LOT SIZE: 5,553 SF CD C-D Of =< AO 2.5" ASPHALTIC PAVEMENT 4" OF 3/4" MINUS CRUSHED GRAVEL AVERAGE LOT SIZE: 10,350 SIF E Lu O 02 3" ROLLED CURB AND GUTTER - SEE ACHD OE 14" PIT RUN GRAVEL EXISTING ZONING: R-2 & RUT SUPPLEMENT TO ISPWC SD-702 PROPOSED ZONING R-8 & R-4 L�j OF COMPACTED STABLE SUBGRADE LL_ t�c- u 5" CONCRETE SIDEWALK - SEE MINIMUM LIVING AREA/HOME SIZE C)I ACHD SUPPLEMENT TO ISPWC IN R-4 ZONE: 1 ,400 SF zo SD-709 STREET SECTION 42' RIGHT-OF-WAY (LA TON, MENARD, RADIANT & RAMNE) N.T.S. SCALE N/A DWG.DATE 04/24/17 bkb PROJ. NO. 170117 SHEET 3 of 4 PRE /1 70117-PRE.DWG I I PROPOSED UNPLATTED UNPLATTED I C) WHITEBARK SUBD. N0. 2 S 89'41'43" E 1002.86' O � �- - - - _m- M- I I U 00 Lu 5 6 7 8 9 O co I I 3 10 �►�`��,�tp" NOT A PART I LL c� N o Y \ - J - -I - � -I- L - - - - - � _ 11 I Y � o - - _ - - - - - - - - - - - - ��� 2 2 3 BLOCK 5 � m F _TLLJ I PROPOSED BLOCK 1 CKHPMp�ON DR 12 24 z Q z SOUTHERN,\ HIGHLANDS E' 7 -� I SUBD. \NO.\ 4 ,c 5 6 s 13 3 O 14 V / \ L - - L J L L - - \ 0. BLOCK 4 9 � � - - T - i- � - � - T - � 1 6p, O s, � G'L.o NOT A PART C9 2 20 21 4 19 10 �osgl� 15 s �F 0')9�� 16 051 O I 11 9 SS 63 N 18 17 F > J \/ \ \\ - - � L - - � - -�- - � 17 12 889 I Q cn - \ � 3 4 ��" o Z woo 0 13 F - _F - -I- - � \ � ' cD 16 BLOCK 18 19 � I o �' L1J oE>j w o 0 0 s 14 ��' s 20 24 > a CD Q / 18 31 L_L_I cn 0 w = x In C) LLJ I- T - I- T - I- _F , - BLO � 17 !9� 00, 30 !q NOT A PART w � \ PROPOSED 6 "` 9y 'O! 21 vi N �' SOUTHERN HIGHLANDS 3 16 32 N SUBD. NO. 3\ , , 15 B 29 CO 22 I o 7 4 N 89 39 36" W 113.10 9 14 33 28 23 - - \ 8 5 3 O z o / � - � - - T T - - - - - - � - L � � 60. BLOCK 3 13 34 Mari oi�iN >_ cn rn s 27 26 25 BLOCK 5 o N m � Q ~n00 � o 35 cn m U Y � oo 12 I zro N m 1s 7 3s " Z z Y � Qo:) 0 � 11 S 89'39 36 E 228.89 I N o N 16 54 55 56 57 58 59 60 48' U W o a f W 1 m Zw Irn cn 8 10 66 I z rng � I D 11 38 61 U o SOUTHERN HIGHLANDS - - - 0 15 53 N SUBD. NO. 1 � z 52 iv m 12 BLOCK 2 39 E. MENARD ST. 62 J Y i \ E. MORES TRAIL DR. BLO COCK 5 = m CO m o w cn , 1 9 63 14 • 40 51 m � S�Rp��' \ N 89'59 24 W 13 6O 46 45 44 43 42 41 r > ¢ cn o C, J w m z s \ 125.99' ¢ ¢ Z w w F, �O A ooN 50 s 2 8 64 N I ccnn :m � ¢ NOZ z > o o Zao > w N 00'00'49" E 150.06' BLOCK 5 0 O``� N " N z J J - - 32.63' 9• " 18 37 49 3 7 v' 65 �G � C) � oNo ow U Z 18 N BLOCK 6 �QGO cn o o 4 9� E TACONIC DR. N 89'40'11" W 655.40' 48 s \\\ -0 �S 0 1� 42 66 a z N w 37 � 42 S 00'13'38" W � ��\° Cg 5 99.26 S 45'12'27" W 10 9 24 23 22 47 N 89'48'4,4""W 186.18',C2 Cl 0 9.91 21 20 CONIC DR. 1 11 25 S 89'48 44 E 186.18 N 89 48 44 W CL 8 C13 S 89'48 44 E 193.92' o 19 26 - 1 � O o 13 BLOCK 13 7 1 60' OCK 8 18 193.84' I S 44'47'33" E 0 oo g BL 17 27 42' 2 3 4 5 42' 39 9.94 N rn O 00 �O E. WOODVILLE DR. 5 a? c/i � o co 7 5 28 LOCK 38 N x W V) 411 s A 4 2 3 4 5 6 7 16 30 `4 E. WOODVILLE ST. 37 Q CD 15 6 29 8 �141 3 1 BLOCK 9 O 31 32 33 34 35 _o 14 0 0 NQoo 5 36 39 <n I ca � 0 O 16 9 14 /!�,9 2 14 13 12 11 10 9 BLOCK 8 48 z w o BLOCK 8 13 I fte G� 28 NT9' 4 .0 Z o 0 10 15 V 1 17 3 12 � N 43'25'03," E 2 s 11 31 I m > � a 64.00' G6 27 cF2o 2 0: 1 E. RENWICK CT. o to O 18 Gj 9 11 i z z G 'PO 12 3 �9� 30 17 � H O F' 26 19 0 18 19 20 21 < L� Q Q j cn 13 6 16 10 vi co yypFR�R LOCK 13 20 y K 9 I J V) 4 B 25 1* 29 BLOC 3 9 Z J m 14 F!O 21 O �O�`QG 27 26 25 24 23 22 I U m � - O O4 O 24 (p g Y Q 5 ve 22 S 13 28 0 8 � C) LJJ o m � m z 15 VL BLOCK 12 !°'P 23 N R UNPLATTED = CURVE DATA W O m BLACKROCK �y 6 6p 12 O 7 _ CURVE LENGTH RADIUS DELTA CHORD BRG CHORD ~ N SUBD. NO. 1 6� N o E. MURCHISON ST. ( PROPOSED MINI STORAGE I 16 _ 3 Cl 47.01 200.00 13'28'01" S 8327'13" W 46.90 Q o z Q E> 14 "° C2 47.01 200.00 13'28'01" N 83*27'13" E 46.90 J Q C 7 GO 11 m g 2 3 4 5 6 7 8 �M NOT A PART I C3 259.10 725.00 20'28'36" S 79'34'26" E 257.73 w z o C4 275.05 775.00 20'20'03" N 79*30'10- W 273.60 cn Q v' 17 � 5 o C5 5.55 200.00 1'35'20" S 54'06'04" W 5.55 u z g 13 15 10 1 BLOCK 1D �' I C6 40.07 200.00 11'28'41" N 49'09'24" E 40.00 '^ Q m o � ui o y C7 40.07 200.00 11'28'41" N 37'40'42" E 40.00 VL z_ Lj_J 0 0 18 '� 15 14 13 12 11 10 9 4 C8 40.07 200.00 11'28'41" S 3T40'42" W 40.00 o U �C pR z� 16 BLOCK 11 9 I C9 388.92 475.00 46'54'46" S 66'52'26" W 378.15 �_ z o CON g C10 257.30 725.00 20'20'03" N 79*30'10" W 255.95 J o E• (P 9 vi 12 19 O 3 C11 276.97 775.00 20'28'36" S 79'34'26" E 275.50 LLJ o E. CYANITE DR. ,OC-i 17 OCK 8 C12 47.01 200.00 1S28'02" N 83'04'43" W 46.90 N i 12 4 8 BL C13 47.01 200.00 13'28'02" S 83'04'43" E 46.90 Q BLOCK E. MARDIA ST. (0 2 w 18 20 10 11 7 6 5 4 3 2 1 1 SCALE 1 " = 200' Cl � 11 � 11 � 11 � z 19 21 I DWG.DATE 04/24/17 bkb BLOCK 11 W_ 60 PROJ. No. 170117 N 89'48'13" W 1600.61' SHEET 4 Of 4 UNPLATTED I 200 100 0 200 400 600 PROPOSED EASTRIDGE SUBDIVISION PRE DIAMOND RIDGE ESTATES SUBD. I SCALE IN FEET /170117-PRE.DWG