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Home My WebLink AboutCC - Approved Preliminary PlatR-2 RUT R-4 R-4 R-4 RUT RUT RUT RUT RUT R-8 R-8 R-2 R-2 R-2 RUT R-8 R-4 PRE S E OL U T I O N S NG I N E E R I N G L L P DE V E L O P E R CO N T A C T OW N E R S O F R E C O R D PL A N N E R / PR E L I M I N A R Y P L A T RUT RUT RUT RUT R-4 RUT R-8 R-8 R-4 R-4 R-2 R-2 RUT RUT RUT RUT R-8 R-8 R-4 PRE S E OL U T I O N S NG I N E E R I N G L L P DE V E L O P E R CO N T A C T OW N E R S O F R E C O R D PL A N N E R / PR E L I M I N A R Y P L A T U N P LATTED U N P LATTED PROPOSED I WHITEBARK SUBD. NO. 2 S 89'41'43" E 1002.86' s I I I I I I I I I I I a s s 7 s 9 �8�Ep 3 ' 2 10 NOT A PART I I I I I ( I I I I 50' 2 3 BLOCK 5 I 1 I I I I I I I PROPOSED c p�0 12 24 I SOUTHERN` HIGHLANDS 1 B ;' CKNP' 7 SUBD. ,NO.; 4 s 6 8 13 I 3 O 14 \ ` 4 9 -�► T --►- r - --i--�-I__T i -_I -T-- ` ,� BLOCK Gti 1 g0' O S' A NOT A PART , 20 10 19 ,RO 15 s �� \ 2 21 4 &qr 16 \ I I I I I ) 1 o 1 1817 11 sb+. / \ \ %'--,------,---i----_----,- 4 13 18 ` 4 15 19 44 9 19 ' �14 C� 18 S ' 31 24 5 cell20 '414 0� _JLOCK2 2 e1 Z IT- r 17 60' 30 � NOTA PART� 21PROPOSED 6 J SOUTHERN HIGHLANDS 3 16 32 C ISUBD. NO. 3\15 BLOC 29 60 22 I 7 4 33 " N 89'39'36" W 9 23 1 113.10 I / / \ 5 14 28 3 O 8 ^. Z� -T- r-- ---�-----r--T'� 60, BLOCK 3 13 34 M) I I i I f I I 1LOCK 5 � I m / I 6 27 B bo C4 9 12 35 26 25 N �/ I I I I I I I I I------ CL 17 0 8 7 Q I ` 0 1 t 36 S 89'39'36' E 228.89' I �`- 0 0 9 rv.. w N 16 54 55 56 57 58 59 60 48' i I----- 1 8 10 ss z 0 11 38 61 d- U SOUTHERN HIGHLANDS -0 15 1 51 c., SUBD. NO. 1 f i z 52 N I J 12 BLOCK 2 o E MORES TRAIL DR. 39 E ST. s2 a BLOCK 5 I = iT - - 7 N $9'. 9 13 14 60� 46 45 44 43 42 41 51 p(�F-40 `' J' 1 I I 125.99' o_"„ 3 a 50 2 8 64 cn ycP1� 1 N 000049 EI 150.06' BLOCK 5 - - 32.63' 9 .'" . 18 37 49 3 7 65 18 N OCK 6 l BL N �9'g0'11" W 6,55.40' "�- 48 4 B6 • E. TACONIC OR. . 37 42' 42 S 00'13'38" W Gg 5 99.26' S 45'12'27' W 25 23 22 47 C Cl 9.91' 1 11 10 9 8 24 21 20 TACONIC DR.NS *48'4.44'�E 1886 88' N 89'48'44" W 13 19 25 26 -- t --C•12 �Cf 3 S 89 48 44 E 193.92' 7 t 60' 18 193.84' 39 ! S 44!47'33 E BLOCK 13 BLOCK $ f 6 17 27 42' 2 3 4 5 42' 9.94' 14 � E WOODVILLE DR. 28c6 I !O 43 60, 7 LOCK S 38 � ,s s3 4 2 3 4 5 6 7 30 E. WOODVILLE ST. 37 ao I 1 15 O 6 /O r 29 8 tiF�� 3 1 BLOCK 31 32 33 34 35 14 0 5 � 36 39` cn I 2 14 13 12 11 10 9 48' 16 9 BLOCK 14 8 13 BLOCK I � 28 4 ��:.. _ v� N9. 0 p VA 10 15 Z 1 2 17 3 12 6 . N 43'25'03," E S 11 31 I m 64.00' 27 c�� 2 0 1 E. RENWICK CT. 0 G 18 11 3 1% 12 qy 30 17 18 19 20 21 ¢ F 26 19 1: O 16 10 13 rp HypFR HiQ 4 LOCK 13 20 9 J B 25 ��P� 29 BLOCK >- o F - GJ 3 9 z F� 21 o��P 14 27 26 25 24 23 22 I LLJ U 5 00c� 24 22 6� S•� 13 28 m 8 J IBLOGK 12 6 O 15 {o, _ 23 ,00 U N P LATTED BLACKROCK !y" 6p SUBD. NO. 1 7 15 �O 8 to 9 14 16 600 ti Lu o 4 ¢ 17 r- 10 cli 13 c%l 18 E. CYANITE DR. 'ri N BLOCK 12 rl 11 12 19 01 z 20 UNPLATTED PROPOSED EASTRIDGE SUBDIVISION 12 O 7 0)E. MURCHISON ST. 16Ln 0 00 cfl 3t 11 � 17 10 18 BLOCK 11 9 rA 19 A 0 5 4 3 PROPOSED MINI -STORAGE NOTA PART N G CURVE LENGTH RADIUS DELTA CHORD BRG CHORD Cl 2 3 4 5 6 7 8 1 13.28'01' N 83'27'13' E 46.90 BLOCK 10 725.00 20"2836" S 79'3426' E 15 14 13 12 11 10 9 C5 O 200.00 1'35'20' S 54'06'04' W 5.55 C6 40.07 0 5 4 3 PROPOSED MINI -STORAGE NOTA PART N G CURVE LENGTH RADIUS DELTA CHORD BRG CHORD Cl 47.01 200.00 13'28'01' S 83'27'13' W 46.90 C2 47.01 200.00 13.28'01' N 83'27'13' E 46.90 C3 259.10 725.00 20"2836" S 79'3426' E 257.73 C4 275.05 775.00 20'20'03' N 79'30'10' W 273.60 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 C7 40.07 200.00 11'28'41' N 37'40'42' E 40.00 C8 40.07 200.00 11'28'41' S 37'40'42' W 40.00 C9 388.92 475.00 46'54'46' S 665226' W 378.15 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 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 46.90 119 Q= I I , ... ® ® = PROPOSED PHASE LINE 200 100 0 200 400 600 SCALE IN FEET J Li �U)�0 rr z woo 0 W 0- 'L' c) � � � 1 LO n < 0 o °-o"' W �' moo 0 O W-vN .� ¢Llj o Q MJ- N vi N O Cl 0 � i�s� �U Y NM�o 0000 i W Q F- F- o z z ,. ¢Zo 00 QO Y oQ IM c x m zW0uv N 0 W � oow�� Z U Z o J W O wm U N O W � J W m = S Z D ~ J W V1 Q Z O C.7 ��o>Z O J 0 Z N W J W U Z cn c) m Q 0 3WWc� W W � z m mLLJ 3 Z: z o 0 r- pza Q_ O ca 0 0 00 LLJ C,4 rn ®eq �OaN x O<C) c o � Z � cz ®p00 rn ZL i o 04 N m O 0 0 z O W `" F_- p m J xm Q (D !"Ji � Lj O S O W U W�0 co ~_ 1 O N O Imo,,, F- M P'•� L)t� ¢ d zo¢ w z LLJ vt o M � z M¢ C C) U G O O W O Ll.. °- SCALE 1 " = 200' DWG.DATE 04/24/17 bkb PROD. NO. 170117 SHEET 4 of 4 PRE 170117-PRE.DWG O U 00 W cc c J s2 800 LLN Q 0 O Z Y Op Lo - OAC W g m `°- CL z z 0 J Li �U)�0 rr z woo 0 W 0- 'L' c) � � � 1 LO n < 0 o °-o"' W �' moo 0 O W-vN .� ¢Llj o Q MJ- N vi N O Cl 0 � i�s� �U Y NM�o 0000 i W Q F- F- o z z ,. ¢Zo 00 QO Y oQ IM c x m zW0uv N 0 W � oow�� Z U Z o J W O wm U N O W � J W m = S Z D ~ J W V1 Q Z O C.7 ��o>Z O J 0 Z N W J W U Z cn c) m Q 0 3WWc� W W � z m mLLJ 3 Z: z o 0 r- pza Q_ O ca 0 0 00 LLJ C,4 rn ®eq �OaN x O<C) c o � Z � cz ®p00 rn ZL i o 04 N m O 0 0 z O W `" F_- p m J xm Q (D !"Ji � Lj O S O W U W�0 co ~_ 1 O N O Imo,,, F- M P'•� L)t� ¢ d zo¢ w z LLJ vt o M � z M¢ C C) U G O O W O Ll.. °- SCALE 1 " = 200' DWG.DATE 04/24/17 bkb PROD. NO. 170117 SHEET 4 of 4 PRE 170117-PRE.DWG OPOSED 3UBD. NO. 2 Ll. W. OUT. 2665 IBLou I I i I I I PROP SED SOUTHERN\ IGHLANDS r CONNECT TO SUED. \ 4 FUTURE WATER I I I I I \ \ 5LUTCO RE 268.80 F `INV. 2664.00 L--T.L 1 -L L- -L _L I— ' •� / I I I I I I I ` \ 3 �� %� i----------r----r---i--- I I I I I I PROPOSED �- SOUTHERN HIGHLANDS I I i I I i ISUBD. NO. 3\ �/ �r'-----T-7----T---1-----T----7---r'� E. CYANITE DR. O 0 U 00 LLJ c) J0() 0() J N O 0 ZM Y (p p rr . m - UTILITY NOTES w ° CL z 1. SANITARY SEWER: PROJECT WILL SEWER TO A PROPOSED SEWER EXTENSION PROVIDED THROUGH THE SOUTHERN HIGHLANDS SUBDIVISION NO. 4 IN E. SHADY GLEN DRIVE. THE SEWER MAINS WILL SERVE THIS SUBDIVISION AND O OTHER PROPERTIES TO THE EAST AND SOUTH. SEWER WILL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE CENTRAL DISTRICT HEALTH DEPARTMENT. 2. WATER MAIN: THE PROJECT WILL CONNECT TO EXISTING WATER MAIN IN E. TACONIC DRIVE AND PROPOSED WATER MAIN IN SOUTHERN HIGHLANDS SUBDIVISION NO. 4. THE WATER MAINS AND SERVICE DESIGN WILL CONFORM WITH THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. 0 3. IRRIGATION: THE BEASLEY LATERAL CROSSING THE SUBJECT PROPERTY WILL BE PIPED. PRESSURE IRRIGATION 0 WILL BE PROVIDED TO EACH LOT, CONNECTING TO THE EXISTING PRESSURE IRRIGATION SYSTEMS FOR SOUTHERN 04 HIGHLANDS AND WHITEBARK SUBDIVISIONS. THE PRESSURE IRRIGATION PUMP STATION IS EXISTING ON THE SITE c� w ADJACENT TO TEN MILE CREEK. ALL IRRIGATION STRUCTURES, LINES AND DRAIN LINES EXCEPT STREET STORM --I v_ co DRAIN LINES SHALL BE RELOCATED OUT OF THE STREET RIGHT OF WAY. Im z w ('� 0 0 L1J 4J Ur'uo) Z 4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED ON-SITE AND DISCHARGE WILL NOT EXCEED THE 00 1 `I PRE-DEVELOPEMENT FLOW. STORM WATER WILL BE HANDLED VIA SAND AND GREASE TRAPS AND SEEPAGE BEDS. 0 o a o THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN AND ADA w >- _ `n COUNTY HIGHWAY DISTRICT STANDARDS. L ai*� o N N S. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR ALL PUBLIC UTILITY OR IRRIGATION FACILITIES LOCATED LLJ a w x OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. L m Q w vi L0 CV 0 0 0 �. }- ; d o CC C) Y -MIC) �00�� L!J 50C"rn Z E— o - zz Qzo� ON N N LEGEND Iz U m Z w a BOUNDARY LINE o — — SECTION LINE RIGHT OF WAY LINE o W g LOT LINE 3>z�o EXISTING LOT/PARCEL LINE w W � 0 ------------ EASEMENT LINE=WmZ 3 = C9 Uj ZZ EXISTING CURB &SIDEWALK ` Z Q z a o } z 0 J J g ss EXISTING SEWER LINE Z N o _w o o w 8's PROPOSED SEWER LINE W/MANHOLE J E ~ Z wV lZ w in 2w OO w w EXISTING WATER LINE z Q� W O w w w w PROPOSED WATER LINE o z m m 3 x EXISTING FENCE = W Z Z ct OHP EXISTING OVERHEAD POWER LINE & POLE EP EP EXISTING EDGE OF PAVEMENT _ F_G E.G. EXISTING GRAVEL ROAD o c_* 0 IRR EXISTING GRAVITY IRRIGATION LINE d ®�yao - - - - - GIRR- - - - - PROPOSED GRAVITY IRRIGATION LINE P � — — co EXISTING DITCH LINEcn V N PARR EXISTING PRESSURE IRRIGATION LINE X 0 -- — PROPOSED PRESSURE IRRIGATION LINE oz U - APPROXIMATE FEMA FLOOD HAZARD ZONE o o co BOUNDARY ¢ o ---o- ------- STORM DRAIN LINE W/MANHOLE o Q01 SEEPAGE BED W/SAND & GREASE TRAP ® c C===== a0 w VALLEY GUTTER z N rn ® CATCH BASIN o 0 SURFACE FLOW DIRECTION ............. ................... .zsa4........................ ..... 2' CONTOUR LINE ......... "" "" Zs 10' CONTOUR LINE Z ® EXISTING GAS LINE MARKER o � EXISTING ELECTRICAL JUNCTION BOX z N mg a EXISTING TELEPHONE RISERQ � m 0VA L EXISTING WELL n O w o cr-�z ® EXISTING WATER SERVICE �j ® }- o • EXISTING WATER VALVE J m ,Z 3� EXISTING FIRE HYDRANT py I— o C,; o 1~ PROPOSED FIRE HYDRANT o z o EXISTING STREET LIGHT ^ ¢ Q � ¢ C PROPOSED STREET LIGHT M�■�1 Z cn "' o ® EXISTING TV RISER C -) o EXISTING BUILDING —I M Q LLI o c, C) Z J a - CD F= Cr O a SCALE 1" = 200' DWG.DATE 04/20/17 bkb 200 100 0 200 400 600 PROJ. NO. 170117 SCALE IN FEET SHEET 1 of 1 i UTIL /170117-PRE.DWG