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PZ - East Ridge - Preliminary Plat - REVISED - 2_17_17 W m �SO4 A L FNG PRELIMINARY PLAT FOR o``� �G�STER� ck� Q� EAST RIDGE SUBDIVISION 8 CL 8 5 A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 32 v OF "' TOWNSHIP 3 NOTH, RANGE i EAST, BOISE MERIDIAN ® G CAR? `) ADA COUNTY, IDAHO Cn CC 2017 H+H Ld w a w w Z E. AMITY ROAD w cl o w Y Z Y w w o w 0 Z w ww w m V a -i LL O 0 50 100 200 300 � c O p \ :zA o O SCALE: 1" = 100' C99 -el ; O � a- d a L w c O F z co PROJECT SITE o _U L` BLACKROCK Z SUBDIVISION S 89051'49" E 1329.89' LINPLATTED cn LEGEND — 0 ❑ J r27 52 26 ; I !r I _ -- -- -- SUBDIVISION BOUNDARY I 1 '0 i ~ 1 ROAD RIGHT-OF-WAY I\ E. LAKE HAZEL ROAD � —ar----au---- � ` \ V) ———————————— PROPOSED EASEMENT I I \ 2 ♦ ♦ f 50 49E w 28 1 51 EP EP EP PROPOSED EDGE OF PAVEMENT 1 1 9 �1 1 25p SS(8")> PROPOSED SEWER LINE \ 3cz W PROPOSED WATER LINE 2 \ \ \` 4 ♦ `\ �S -` 46 W cc z rn = _ ES a' ooa SD PROPOSED STORM DRAIN LINE � 29 I ; ��� Aj UI rr 24 \ ♦ '''�- A IVA y VI SCA IE: NTTY �S AP Q v 0 0 w 0O C.O. PROPOSED SEWER MANHOLE y �� 20 • �\ 5 ```,a ` I z z - z w ® PROPOSED CLEANOUT t► \ a. 6LLJ�� WSe — a ® PROPOSED CATCH BASIN/AREA INLET 30 I i 23 s►\\ \\� 7 ���� ♦ Z O Q 4 � ♦ � w ZPROPOSED SAND AND GREASE TRAP I I �. y y \,�\\� C'Y 8 PH� > 0 (D o PROPOSED COMMON DRIVE i 19 9 Z p O § \ `��' SHEET INDEX I———— PROPOSED SEEPAGE BED 31 22 18 \���I)�J� 10 W Of 0 \ '► �� � 11 1 . TITLE SHEET Q z m 2- 17 �\ \ 2. LOT DIMENSIONS/ROAD SECTIONS ' c5 z a y. zo 32 f i 1 2 A�15� 16 �\ \� 3. PRELIMINARY UTILITY/SITE PLAN w M Q z f 21 ❑ 1 s \\ 15 �\ \,\t► 12 4. SEWER/ROAD PROFILES z "' z N U �� PHASE 4 1 ` 5. SEWER/ROAD PROFILES - � o __PHASE 2 2 14 �'\ \, `� 13 6. TOPO SURVEY BY SAWTOOTH LAND SURVEY, LLC z z LL 0 \ ` ❑ O 0 0 33I � - � 13 `� \ � o a o 12 0 __ na_— �\ \y, 4 E N I k\ LV \� 5 11 i 14 41 c � 34 W JS d� NOTES: Q n; I Z i 34 35 \'� &p�r�� \,, 6 7c I I Q SITE DATA %v ST � ,,v �� I c� p 1. COMMON LOTS 3C, 24C, 31 C, 34C, 41 C, AND 42C, BLOCK 1; LOTS 7C, 36 \` � �T \ I I I 15 Q 20C, AND 37C, BLOCK 2; LOTS 1 C, 7C, 1 1 C, 26C, AND 42C, BLOCK 3 Q \ 8 1 Z OWNER AND DEVELOPER ZONING AND SETBACK U 35 37 'ARE TO BE OWNED AND MAINTAINED BY THE BRACE SUBDIVISION '--� � `�' JIM CONGER PROPOSED ZONING: R-8 Q oHOMEOWNERS ASSOCIATION. Z w 38 \N \� \\,�\�, 9 f I i 16 Q� w DEVCO, LLC MINIMUM PROPERTY SIZE: 4,000 SF p I 39 'c� s I �w dam' F' 4824 W FAIRVIEW AVE PROPOSED MINIMUM SIZE: 6,000 SF w 2. SUBJECT PROPERTY DOES NOT HAVE IRRIGATION RIGHTS AND HAS NOT f z \ \� 10 / Q Z CA cr- BEEN HISTORICALLY IRRIGATED. BOISE PROJECT BOARD OF CONTROL W 33 40 C� ' Q I 0O A BOISE, ID 83706 DETERMINED THAT THERE IS NO AVAILABLE WATER RIGHTS TO SERVE THIS p 36 C7 32 441 \ \ \ 17 v I p w PH: (208) 336-5355 SETBACKS: 0 az PROPERTY. THE LARGE COMMON AREA WILL BE MAINTAINED NEAR IT'S Z f} 31 ; / \, �\ fi I un FRONT= 20' NATURAL CONDITION WITH VERY LITTLE WATER USE. LANDSCAPING IN OTHER __ 37� , 30 '� \ \ / / ENGINEER REAR = 12' COMMON AREAS AND YARDS WILL BE DESIGNED TO MINIMIZE WATER USE. -� / ❑ \\, / / INTERIOR = 5' A vi IT IS THE INTENT OF THIS DEVELOPMENT TO UTILIZE CITY OF MERIDIAN _ _ _ _ '''' 29 40 b / JOHN G. CARPENTER, P.E. W' -co 18 / �� / T-0 ENGINEERS, INC. CORNER STREET = 10' DC� WATER FOR IRRIGATION. L Z --'lc� /�'- .,, I�rl - 28 �` 39 / 332 N. BROADMORE WAY Q 3. STREET DRAINAGE WILL BE ROUTED IN CURBS AND GUTTERS TO STORM I Op �i , 3 S i ��,{ / NAMPA, ID 83687 FIRE DISTRICT LL SYSTEM. SEE STREET SECTION DETAILS ON SHEET 2. STORM DRAINAGE I I D S j' FI 38 / w WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF STORM WATER 2 I I Tj���? 1 27 K�SF3 19 PH: (208) 442-6300 MERIDIAN FIRE DISTRICT o BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE I I I 20 ��� �' / Q m ui ADA COUNTY HIGHWAY DISTRICT. , f 21 ; ��W �' / SEWER AND WATER PROVIDER _I W 4. PUBLIC UTILITY DRAINAGE AND IRRIGATION EASEMENTS WILL BE AS 3 ( I --� 6c C� �/ 35 2O // ❑ SURVEYOR CITY OF MERIDIAN SEWER AND WATER CL � �( 1 CARL PORTER, PLS � 1 1 22 I O FOLLOWS: PHASE 21 I w 36 � PHASE 1 1 SAWTOOTH LAND SURVEYING, LLC ROADWAY JURISDICTION 10 FEET WIDE ADJACENT TO THE SUBDIVISION BOUNDARY AND ALL PHASE 31 24 45 2030 S. WASHINGTON AVE. � REAR LOT LINES. � � 23 ,� � � 37 � ti � PHASE 3' w � ADA COUNTY HIGHWAY DISTRICT ui 25- 10 FEET WIDE ADJACENT TO PUBLIC RIGHT-OF-WAY 4 , ,,1� ��, 21 // I EMMETT, ID 83617 a uW J �O - ALL OTHER EASEMENTS ARE AS SHOWN. I I PH: (208) 398-8105 Z 5. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD I I 1 19 Ck' 33 \ w = ZONE. 5 f 18 ❑ 4 34C 22 ~ 6. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. I 17 16 � '� ./ // / I W N 15 p 32 / // 44 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT 6 \ -- GL,�/ �' 23 I( 1 w TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN 7c�`, - I I APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR �i` �- 1 ' 31:c I I I I N OfPUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING --- I J --- -- 24c I I kA a 1 j NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION ? FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A 25 �� 13 NUIAN AN, ❑ o N SCE AT THE TIME THE OPERATION BEG PROVIDED, THAT THE %— 14 1/ 2 ; �I LOTS AND ACREAGE TABLE W — PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE 8 9 10 / 43 I W = 12 I I 30 29 28 6 27 NUMBER OF DENSITY ° I— RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY 11c ❑ I LOT TYPE AREA AC % OF TOTAL vi AGRICULTURAL OPERATION OR APPURTENANCE TO IT." I i I I LOTS DU/AC 42c I n W COMMON 14 8.41 20.52% N/A W gZ 1 a.----au----ar----ME----ME--- ar----ar----Nr-------------- RIGHT OF WAY N/A 5.60 13.66% N/A a 1� w Z d W �EP EP— —EP EP EP w N w w _ __ ___ ___ _ __ __ _ __ _ __ _ _— OF EDI 117 255 5 62 09% 2.5 RIGHT DEDICATED w w w --� w `Rv w�w w w - - - - - - - - - w N 89°59'28" W �32 �e TOTAL 131 40.99 100% N/A �� EP EP EP EP EP E Ep ��cr A —EP EP EP EP E. LAKE HAZEL RD r URAAP RANCH DATE: DECEMBER 19,2016 mi N (� PROJECT: 160107 � O z U 0 SHEET 1 OF 6 J W m �S�pN A L FNG PRELIMINARY PLAT FOR �`��" �G`STE�F 0 40 80 160 240 EAST RIDGE SUBDIVISION 8 8 5Ca A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 32 v 'F 6 OF N SCALE: 1" = 80' TOWNSHIP 3 NOTH, RANGE i EAST, BOISE MERIDIAN G CAR? N ADA COUNTY, IDAHO NOTES: w �+ 2O1�I 1. COMMON LOTS ADJACENT TO SHARED DRIVES ARE 5' WIDE w a w w z z (' w C> Z CDY z Y w CL 0 Of Z LL (n Q w U d Of U '-'-' BLACKROCK � "' w w v a- SUBDIVISION ,� S 89051'49" E 1329.89' UNPLATTED k---- - L- -- -- -- T —T W O ! 157' 126' 48' 121' so. 141' 43' 106' 73' 73' 73' 61' 117 BUILDABLE LOTS a z to 0 0 11 0052 I O 00 23 00 00 I 10747 SF 9878 SF r I I � 12563 SF � 26 I I. I c/) I o 11942 SF I % o � ► � 157' I I ; \\ va 141' - 50 49 o Z I in I 137' _o \ \ 1 2 51 I I 12366 SF 12167 SF 131558 SF T R/W R/W w ! 28 I m 1 ` 1 324 SF ; I 47 I 11775 SF 1 1 ` \ 10726 SF \� 12842 SF o I 25 �� �`O >3 164' 6,*s ;`, CIV 1n 28' TYPICAL PARKWAY 28' TYPICAL PARKWAY z 2r I I �� 13481 SF ��j, 3C �''\ \ 19' N U 157' I rnl �� �� > +��_` > 46 16' 33' 16' O m �; ` 4 0' `� S M 4�// —�a�' 24092 SF ROW > z r� � U ! 2 I 1q3 \ T�, ` UTILITY EASEMENT 29' 10' ui � ! � 29 I �- �� 24 0� \� \ � A0. 10064 SF ^ >0+ \__ AESajA � w I 11351 SF � wi RYA UTILITY EASEMENT ~ q> I/ �' 2' BACK TO BACK 2' O ^� ! �+ d> 9046 SF a'►\ 5 > `I'�y 'mow, \ f 5, 20 C 9p• 8120 SIF 0' r� p I 132' I 20164 SF \�i, � 6 /a WALK g' 8' 5' I PLANTER PLANTER WALK = I �.�\ \ > 8120 SF >0+ ss 121' i 30 I S�, 120 o \` \a►\` 7 > �`_—wo \Ir \Ir \Ir\Ir �— ll/�I/ ll/ ll/ ll/ll/ ll/ ll/ 9658 SF j� 23 W \ 8120 SF Cp 0 \n\n\n\n\n\ n\ n\ n\ n\ ,.\ , n\n\n\ \n\n\ \n\n\n\ Z I I I / 9005 SF >0' `\`LLJ \�,\s►>�` 8 //%//j�//j�//j�//\ EEEBEEpgg / / //j�/:// ! 129' I �� �N >\ C, >0, 8120 SF >0' z0 I 142' ^ 19 o C�<i \�- 9 ASPHALT PAVEMENT 3" ROLLED CURB O U I^ 31 I /� 11020 SF hCo nr �� ` �I�T ,h\o 8120 SF 8)• I z C BASE V) I 9766 SF 22 i� 18 �� 1 `� ^ 10 SUB-BASE ~ 10839 SF ^ 10920 SIF hcD >�!� Y� ,!�\ >0 8120 SF 11 o0a \ ^ O I 129' > 2000 \ �\ ^ 8195 SIF 9 ! I 0 10920 SF iD tti `\ >0+ c� Q v ui Z Q 139' h 0' \ \ 0 �`o W w I 32 I 43' I 2 > 16 > \� \' \ ENTRYLESTREET 2 WCL M N Q o 0' 10920 SIF > \ `\ \ S 12 cn N i 9763 SF f 21 ^ o, > S h 0 \ �` 8604 SF Z n Q -° 2 co �'n 9847 SF 0 >0 10920 SF <o \�\ \\ �+ w � w w 12.3'z I 128, 8156 SF >0' 14 \� 116of 0 0 00 2 >o' 10920 SF h`D 28��` 13 rn 00 �+a 8120 SF >0' 0 �\ \ 8573 SF W cq Q = ! 9570 SF I �—- - _ \� 3 rs z z w 33 I >o' C^° >0' 10920 SIF �. w w w ap ! I \, >0 8120 SIF p 12 1 >0+ �� J J O Z m a M —.n _ \ 1. \ >0, 10920 SIF �Co 1 I 120' c7 Z a Co :z I 124' 48 �� 41- 29> -��\ `\, �\ > 8120 SF >p F ^ 1 I w M Q v p N I- �\ \4* >o' 11 14 N a uj z z o Q N I 3 1 ++ '. \ 5 16948 SF I I 3 7912 SF 41 C 1; O O v a U 34 2 1 60' \.�\�GIS' O 8120 SF% 6 6s' 0 \ �� M 43' w • z cwi Q ; 9335 cn SF I ,& \ o' ^ > I 280996 SF d"' a O § W 8756 SF N 34 35 60 W1 V�s \` \ >0 8120 SF 75 0 SF >o \\�I I I 118' ROW o a o 122' '�8466 SF N 36 60 K �'4 4* 1 i I o o / 10 29' 10' v ! 1 I ^7273 SIF �tr� ^ co >0' 3> 3 \I NCO 7007 SF � /� UTILITY EASEMENT BACK TO BACK UTILITY EASEMENT O ! ;� 35 ° 1 1 CO 37 60`� ^CO \. 8 z / 5' w 9170 SF I 56 55' 7059 SF � sp`\ K 6S, 8120 SF > ' 116' / 2' WALK IVL �( 5' 2' W ! f 84' 60' 38 4+ `\ \� ^ 9 1 /y / WALK Ld 2T 60 60 6728 SF \ 4* 0, 8120 SIF I I I co 16 CO 120' I I 39 4 ' 6975 SF — z 1 Z �, 6886 SF ;, �2+ \ ^ 10 f 4 ' ! N 40 K\> 9861 SF O 8 / I I � I! 36 f W 18588 SF 32 633 zo ' 7380 SF ;� `'�cti 9. \ / `~ 117 l y I 9005 SF f ^ 8596 SF ^`� / 19 �2' \ / / /%� 17 Co fi I ASPHALT PAVEMENT 3" ROLLED CURB �b 6 4 ^� / \ `\ \80 co 0O Z j N w 1 17' 31 � 7811 SIF^`� / j' >4+ 4* \ `\ 16 7076 SF / 1 o _.37 C `� i 61'11' 45' 7016 SF 30 60' / / `\ �! 1 BASE �. / y `\ / // / SUB-BASE z -� ^6955 SF o 64 / >0+ '\ 120' / 4 / z - - - - - 40 CO j> �. 6162 SF / 8528 SF >3+ /hh 18 ^C" / / O Q o --- _.., - �Ll K`� > , C^'o 'f 8041 SF / ' 15' 62' •a NC �� ��� 28 39 / 43 RIGHT OF WAY LOCAL STREET 2 1c T r N 117' �A. 43 48' �VOO� ^7374 SF N 2 `� / j >4 8124 SF � 2 123' /��� 2 v 0 2 28' sT ^ 27 / LA 38 A /w / (PARKING ON ONE SIDE) w w 7110 SF �1 1 cq 3/ ��� 7810 SF�' / >0' 9328 19 / ,f / > z 1 I 1 20 o S8+ / / oCO/' 7790 SF //� / 70, ! SCALE: NTS Q �? 119' �10402 SF 21 �N 26C 64+ �33'/ h >8 /���i 136' �� // I Q 9223 SIF o, ` / s8' / 35 °` C° 7110 SF (0 I I I 8340 SF 72 s7• / / '� 9922 SF ^h 85070 SF CO / / I w w J O Q 1 1 36 / 4 � I z z p 118' i 66 000 n 24 '�� j 9450 SIF ,h / w / / � _j J C � ce 2 9>' S4' 23 7557 SF >4 ^ 37 h/ 147' // ,( / 45 (n \ Q0 4 2 0 6 6617 SIF ^ %� j 10467 SF,44' , /`O 21 / 19365 SF I w w (n 7110 SF CO i 0 25 >0' / � / ! Q W w 1 I 84• / / f 9061 SF / / / I o o Z IZ 1 6 6 7478 SIF o / I 2 7 .1' / 134 \ / /155' // I w 48' 0- 0 z O 33 / o I Row w 0 5 �§ I 11659 SF �' 18 J67 i 4 8648 SF 34C CO 22 _ — = 7110 SF I 8640 SF / / 34' s 5729 SF / 9496 SF co / / 118' UTILITY 1EASEMENT 34r 10' Q � I M � / / I 30' BACK TO BACK UTILITY EASEMENT J � z 17 �h 16 i� i o 156' / / I i 2' 5 L.L.C/7 118' 1 7693 SF 7801 SIF N / � oh 32 / / / WALK 5 2 \ CS ^ 15 N' / 1 / ^' 44 1 0 C w 00 6 s la \ !�_ 43 S4, 7240 SF^ / �� ^ 10479 SIF ^ I G WALK � / �0 6 23 I / 19374 SF 8294 SF 5`i \_ _ �� -39, "28'-_ / / / 161 a_ ti� 10845 SIF ^Cn 1 1 z 108' 7 C 60'- .� / 0 111' I o �� / 31-C h I I ,�\�\,�\,\,\n\n\n\n\,�\ n\,\�\n\,\,\�\,\n\�\ kA C~/) 63' /,s7' , �' _` 162 / / 55' 60' 45' �> rr > 24 C I 1 ! J i �` R9' 5321 SF, I 208' I ! ����i \ \ ���%�i%�i�i%�i�ii Q F 46' �h 1 ASPHALT PAVEMENT U O _ � 25 � � I 4i C I 3" ROLLED CURB o = b �+ 13 1 1 1 ;� 9220 SF 1 I I BASE J ~ 90 8232 SIF 14 d Cn 'n o v'. '� I I SUB-BASE g 9 10 89, 7530 SF, I I ' M N 26 \ \ N 43 I o f 8374 SF 8115 SF 8354 SF o 12 30 29 28 27 7815 SF \ \ 23382 SF I N b 9943 SF 8095 SF 7989 SF 6838 SF $ \ w 11 C 9098 SF I I \ I g 4975 SF f 1 , d i fi 1 i 48' RIGHT OF WAY LOCAL STREET 3 a W 63' 63' 63' 67' 61' 61' 61' 42 C I 87' 60' 60' 80' $ I \\ 182' I 30024 SF to 1 I� I (PARKING ON BOTH SIDES) 2 ui ----ar----ar----Mr N —ar---- ----ar--- a•----•N----N---N ---ar----av----ar----ar----av—`-���--- ----a•—J- ~ ! 1 o ! O O ! SCALE: NTS a � �- V O EP EP -EP EP EP EP EP EP [P EP EP mN — -_.�-- _ --_ --_ -� -� _-- _-- - -- - -- - --_ - _ -- --- - -- _ E-- - E-- - --- -- -- -- ---Ln DATE: N 89°59'28" W 1329.5T PROJECT: 160107 �EP EP EP EP EP EP EP_ SHEET 2 O F 6 Z / l Ep Ep Ep [p EP EP EP EP EP EP EP EP- E. LAKE HAZEL RD Ep Ep EPA �Ep��� �1 RAAP RANCH L � J W m PRELIMINARY PLAT FOR \ONAL FNGj O O� STERF 2� EAST RIDGE SUBDIVISION 885c � A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 32 TOWNSHIP 3 NOTH, RANGE 1 EAST, BOISE MERIDIAN F of cn ADA COUNTY, IDAHO CAR? c 2017 cn a = _ ui ui W w a H H w w y w w W r Q U ❑ Y Y Z ❑ Z CONNECT TO EXISTING w o Z Y z Y o a_ w'o a_ iz SANITARY SEWER C° in < w v a v BLACKROCK MANHOLE w o o c=i . a CD FUTURE CONNECTION UNPLATTED SUBDIVISION PiV o S 89051'49" E 1329.89' LL _ _ _ PIV 0 40 80 160 240 Q O N O 27 26 1 52 ( A SCALE: 1" = 80' cn 5' MICROPATH 0 AND BENCH N 1j 3 I w \ �+ I 50 49 2 48 \ 51 ( 47 28 I \\ A �� 1 LEGEND 1 � I 25 U \��'� 46 SUBDIVISION BOUNDARY z0 m 2 I I ��\S 4 ` PROPOSED LOT LINE z w 29 I J r S�8•� ` ``IESAIA \ - - PROPOSED ROAD CENTERLINE w 4V � —ar----ar---- ,� J � q y w can I 3; 24 \ � \ � 5 �� � � � <SS�B„ � PROPOSED ROAD RIGHT-OF-WAY 0 20 C \ \ \\ O 6 W PROPOSED WATER LINE 8 Is- PROPOSED SEWER LINE (SIZE AND DIRECTION) 30 �SS(8,w \uj 7 ___ 2"PS PROPOSED PRESSURE SEWER LINE (SIZE AND DIRECTION) z I I N 23 \ ) \ \ \ 8 SD PROPOSED STORM DRAIN LINE 2' NATURE PATH CA. o T © PROPOSED SEWER MANHOLE O II 19 gNjTF 9 �� o PROPOSED SEWER CLEANOUT z 31 \ cn I I� 22 18 \ �w 10 cf' oo < 11 \\ N z a < < 0 I 17 w \ 11 z oow co z < v L Z< z 3 2 16 css<8'�� \ �� NOTES: W a w o 0 CO N Qf 32 I 21 S\ \ 15 \ \ \w \ 12 II 1. WATER LINE IN E. LAKE HAZEL ROAD CONSTRUCTED BY OTHERS. Z 0 X. b � in w Ji cn o 1 \ �,� II 2. LOTS 42, 43, AND 44, BLOCKI SHALL HAVE INDIVIDUAL SEWER PUMPS 0-- 0 0 z i 14 ���j AND PRIVATE FORCE MAIN DISCHARGING TO GRAVITY IN E. CYANITE DRIVE. z � 2i v _ _ 2 ` 13 II � 00 = 33 ��8' 13 �� J� // 3. SEE SHEETS 5 AND 6 FOR SEWER AND STREET PROFILES. W c O < o I SS(8'1)> _ R=317� \ \ 3 A \ 12 A Ji (�� of z C0 Q M 4 1 w N � N z O \ � cJ M < 0 U 34 YVC \ \ � � 11 I co 14 41 C �/ z z < \ \ ISe�R 5 I I =D z o I 3 34 6 IFS \ 7C I Z o a o 0 N 35 \ 4f \ I n a 0 _ d, 0000 15 / / L7 0LLJ Q 35 I I 37 SS(8 I's\ 8LO :D I Q 38 9 \ I a w 39 w 1 16 11 / OZ d= o ^7 40 SS(e \ \ 10 �� I / 33 �� w �� I d v O 36 a 32 rr� 8. \ \ ,� l I p r� H o O I N 7 41 / \ \ CO 3 17 // l I O W o I � 31 Z 37 C _ 30Lij w �� Q \ / z C.o ")> <ss(8") W. "' c 29 40 18al ss(g � 1 C Lj���iO w 28 39 // / / /�► L u 27 TL�� / / 38 w 2 I �� 19 // / z I 13 1 ss(8�) -� 3 CD 20 /// / L LLJ 21 6 C O 3 n 22 �- i 35 ,tea w 20 o � 24 �� q rr 4 I I 23 //� // 37 // ti� 45 per[ � I 3 I 2CI_ 5 / Z / 21 / .�( / � 19 ` 33 w 5 18 � 34 C 22 Ln I 17 16 / / / �$�� Lu Lu L.L z 15 / vj / 32 ��h (IV 44 I CL w 6 ASS �,` I 1- / i / ', rod, 23 III Q� N ::D 7 c <ss(a") <ss(8„)_ 31-c:F--�� � tA LLJ J Q zSS(8'�)> <PS( III F I C.O. /�� 42c � ❑ I I W� z � 13 I �� 25 14 I 1 lCID 26 8 9 10 r 12 30 29 28 27 \ 43 w 1)c 1 1 1 a z W 42 C a W w O — T I R/W — — — — — — R — — R/W R/W — — F- �8 WATER MAIN BY OTHERS ° -- P DATE: DECEMBER 19,2016 a O EP EP FP P �E_ FP —Ep €� --- EP EP FP EP , N PROJECT: 160107 ZO EP \ Ep EP EP EP N 89°59'28" W 1329.57' EP EP EP EP EP EP EP EP EP E. LAKE HAZEL RD EP RAAP RANCHED Q SHEET 3 OF 6 J 0 2 pF�c'CGOSTERFr'�7i" PRELIMINARY PLAT FOR 1- EAST RIDGE SUBDIVISION oy F OF �P ~n A PORTION OF THE SW U4 OF THE SE 1/4 OF SECTION 32 Cq{ZPE� TOWNSHIP 3 NOTH, RANGE I EAST, BOISE MERIDIAN 1n ADA COUNTY, IDAHO w K 2017 s W w z a z f 2 2 r r W Y Y p Z w S 2 Y Z >Y Y d d W w O w r W ap O Z O N N G� D-' WK 3v W v v _-- �N On WW 1NOn w 2760 ----. - ba w¢a nMM N ----c L m I gN �n.A . I nN 2760 (if ^W. - -.- 3 � a .-o.16 QVmi`�+'n° Au al nnN ?+ �z pl - uAN� N 3v W 2 . I O� _ ZZ _ N- O .. A N - } -�' N_ _ - ON A U 2 Z vw `tom �u�{ u mN 11 -U U' � N II aAr AI � Z 2755 O U 2755 z- o, '� z - n $ � -- - + aAr :2aziii Nz � 2 �ii - N & _ z - r m a a ^i - --- LISTING GRADE � 1`+ a - �p. $ ^z ' 31n & z z z A _ o N_ &z z rn 5n < n '" .aNn __ m o -- - - -- - -a mrti I mnAnN UII � zii W W a Nm G•- n I �pn N a Np n vi "'A N II 2 » ut rcz z � D_ NN n /- I Nn N Y+ QN H _ _____.__ . ___ ... -.-/ on . I . , „ N O + < II � YI R'z Z_ N 2750 I N n Y O+p N F W N Z O f O N F m '4 N I —� N Z 2750 -::Ngo -III II .. .. f ..�. NZ � � + nA ] 211 Si > .°. ,^yZp oA A 2 i » - -_ -7� _.. � ® tl olw? 0 - & ZZ - O ° u A - 2 �ii in &zz _ S 2 3 » N LL'Z Z \ _ _ N wz Z y &Z Z .. ... 1- 2745 �^ rc Z z _ \ _.. __. — 2745 IW- 2740 -- 2740 L=105' . . o O ---- ___ -_ - - -_ _.._ __-_ - _- -__-- - L=126' _ ---_ - - ------- - - ----- - 5=-0.51R-- R - z S= 0.60 -_ D-B. --- - -. -- L 121' S=-0.49R D=e• ---- 2735 w Doa 2735 L-145' 5=-0.50% D-8• - _ . w o a Q 3 (r _ L=290' -. S='O.SOR S=_O.50R D=8" -_ --_ _- -_ Q z ❑ o z O L=297' S=-0.50R D-8• - -. __ _ - -- - g ' z a`z 5--0.50R DW - D=8" _. W a w -o z 2730 L=126' D=e" - 2730 W ar y M rc y wm EXISTING SEWER 2725.98 S--4.75R_ ---- L=115' D-e" -------- --- --- --------- ------ - -- ----. ------ ------ - - ----- ----- -- --- - -_ _. 0 W W I- INV = ----- -. .. --------- ---------- -- ------- -------------------- ------- -- ----- ------ Z 2725 D=8" -- 2725 Z ? m L=36• -_ - ...- _.. - __ - . _. rn cnS=- .60R --- ---- ----. _ ---- ------ ------- - _- --- - --- . ..._ - -- ---- -- W �i ¢ m D=8" -- --_. --_ o 2720 _ 2720 w m cZ-'J Z a 8 S :, S S S S Y R 7 7 7 5 .1 5 ? R Y X y� Y A C 3 8 w Q 4 z (v .yF ASV Sin Fin nn wFi F � lr yn Fyn Fin FF. Fin !'v FiF ^nn Fn yn nF !S & _ _ _ Q Z ._ Oy 2 R Li U • m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 i6+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 0 = z Z O co p O a O m Of E. CYANITE DRIVE - SEWER LINE "A" PROFILE W VERTICAL SCALE: 1" = 8• Z) HORIZONTAL SCALE i" = 80' z 0 O W \ z ZWw w X Z �.R 3- "1 m of NQ i M < 0 Np m bnN O r Q NN ZW'm .j�nN t m + NYW] ZNII8 .on tl I tl Otlr ILA Oa W _ [DUO +NN rr n Zi i D: �v \ c2wV tlNz � � 2Azii -.- m rczz InW -z' Q[ / IWi1 �2 si ii N az z -- - woa mn r _ z 2780 rnH & z Z2 - --- mw nn�m Iy LLI Ur I nnn N Z - '-I �� mZ 9 +CNN F Q W - -_ - -- -- -- - - D5a .`� n 1 tl o �..L -} . 0 p O 2755 ---- --- ��2piii > Q O _ . _.. ... 3nw Yn &zzz J W --.-- ----- - - EL PR POSED GRADE --- -- 2750 --- - _- - __ 2750 Q LV oC Z V w m 2745 2745 CC -...- Lu - - LJL.I 1� (n 2740 L=153' 2740 ce w - S=0.50R -.--- L=364' d D=B" -___ _- - S=0.50R L=364' 2735 -- D=8" 2735 4 A N Z N 2730 ,. $$ = n --- 2730 � x s � � a a � " 8 & � W o p^ X :• .� A n S ^n 9, (/j iv « � w Z 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 S C) $ Z W. GISBORNE STREET - SEWER LINE "B" PROFILE AO VERTICAL SCALE: 1" = 8• o DATE D HORIZONTAL SCALE 1" = 80' : PROJECT: 160107 SHEET 4 OF 6 0 O G$TERNG1yk PRELIMINARY PLAT FOR EAST RIDGE SUBDIVISION oy TF OP 10 �� A PORTION OF THE SW 114 OF THE SE 114 OF SECTION 32 caRPE�� 0) TOWNSHIP 3 NOTH, RANGE 1 EAST, BOISE MERIDIAN n ADA COUNTY, IDAHO w 2017 W W W W p W s ^ p Y Y Z L o Z Y Z Y y d 7 d LL 0 w W Lb Q R' Q Z U d U w O I w w a O � p Z O w N �to W >O v3Qo m v W 0 N Conn v W 2 p Z aN vna QZU tl'�n n� NN U .,On U mY W n w W�UO3ZwwW +NN Nil 2765 HF I ,O f� QN VZZ NrJOZ . +.p ZZ + NZ N�p Nn>3 2765� 2 NZ Yu A •0 Om F O z ZZZZ Z 2 27602760CL EXISTING GRAD POSEDGPADE 2755 M rcz14� 2755 2750 2750 L=238' I S= 0.60% U == B0' 5 -0.p D=8" 50% D=8" 50% 2745 ItWno Mill A ID (ZI L-285' ~ S--1.35% N w oi9 O 2740 S=0.60% 2740 z¢ z 1- D=B" W w a a z� Z mo w W p w "b N `. 0 Q K W 2735 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2735 � { C C 1_n .h. Y j K cmo O Z n 5"Y "� 'n S 7. g 7S x x 9. R F ^n n $ F 8 $ $ $ $ $ $ $ R R $ F ^$ G $ ra $ ^n $ rn °+E ^n +� ^n rn ^n ^n o z O u Cy .^. .^. C•y r f^. .^+ R. Z, O N mx � � W �.; a 1- 10+00 10+50 11+00 11+50 12+00 12+50 13+0 O 0 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+DO 23+50 w K O O Z N N Z O 0Z y S. GENOARD AVENUE - SEWER LINE "C" PROFILE • r w w o VERTICAL SCALE: 1" = 8' z Z LL O HORIZONTAL SCALE 1" = 80' ov a o m 0 w rn W d' Z O H U � C W w z v 3 2' v Z .W_..w.. O Ow vim• 0 t2 OQ �D iO r�M CWp O Y p 3 0 N h gy�ypp tD 0 11pp Y < Q O (JON mlp ,p hn Fynhr 'WON Z� I WYn NN nN O+ Ip� LA JOtl WNN II tl + ONF « rZ Cn o + WH JZ � + y) Y 9 !- r WG V N ✓ Na OW_.V.. NZZ O� NZ � w 2765 N U tl y r' M n > 2765 Z a�i 3NN2 It iz iz rn rcz z PROPOSED RADE a3 Q LLI Z J_ 0 2760 —— —— — — 2760 Q M W LL r 'J EXISTING RADE w O 275571 2755 \/ I ce- w O_ 2750 2750 Z / �1 W O cr 0_ cc = L-266' D S Lu 2745 J � N2745 -128' =80.60% LLJ o L5-0,60% 5=-0.40R 0 or D=8" D=8" 2740 _ g 2740 I11� z_ 9 !n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 W u o V) w 4z W. COLLINGWOOD STREET - SEWER LINE "D" PROFILE w VERTICAL SCALE: 1" = 8' O HORIZONTAL SCALE 1" = 80' I � r 3 GATE: OECEMBER 19,2016 O N PROJECT: 160107 i O SHEET 5 OF 6 - WV WV TOPOGRAPHIC SURVEY OF BRACE PARCEL FOR CMG LEGE" "N SSMH RIM =2734.76 OSSMH D IE 8"PVC(NW) =2724.86 BEING THE SW 1/4 OF THE SE 1/4 OF SECTION 32, __ __ __ z IE 8"PVC(NE) =2725.01LINE SURVEYED 0 ( WMH RIM=2736.71 , IE 8"PVC(SE) =2725.04 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, 1 DAHO ` 2016 . - - EXISTING DEED OR LOT LINE SSMH RIM =2738.34 O IE 8"PVC(N) =L 2725.34 �� --- --- --- SECTIONAL LINE V H IE 4"PVC(SE) =2725.96 IE 8"PVC(S) =2725.61 J�Q �OG\p� 720.16 ------------- CROWN W "! IRR-MH RIM=2 ITl. IRR-MH RIM=2741.81 IE 18"CPP(W) =2715.�5 IRR-MH RIM=2701.66 IRR-MH RIM=2694.97 ------------------------- Q O� IRR-MH RIM=2741.04 I IE 12"PVC E =- _ -2715.68 �., IE 12'PVC W) =2694.71 IE 12"PVC W) =2690.52 EASEMENT 5 �5J IE 18"CCP(W) 2728.24 !J� )) _ - - - ) IE 12'PVC(E) =2694.96 -_- IE 12"PVC(E) =2690.62 IE 18 CCP E =2728.11 - _ ---- _ 0 IE 18"CCP W 2728.26 PLS 857 IE 18"CCP E PI�' O PIR'R-----PIRR-\-- PIRf PIRR- PIRR--- =PJR@ _- PIR ( ) 2728.39 EG-----EG-- - ----- ---- -EG- EG ---EG----- - - PIRR- --PIRR-----PIRR-----PIRR-----PIRR- ---PIRR--� --PIRR---�. --PIRR----- R- I V \-- ° 1'4 " 1329.89' y EG- --EG--- EG ---P RR G----P-EG-----EG ---EG-----PIRf>--_-j { ) EXISTING EDGE OF CONCRETE ; S 89 5 9 E _faI( +ts.r►. ..f- -- ----- ----- ---- ' ....... -. TS�'-'----Y-'--TOE. - -- ----- -,•\ ... , - �-TB ' TB ....TB _ \11 - - 11 TB E =�EG -� E � - E, E: E: E^ EP EXISTING EDGE OF PAVEMENT i W RIM r'� ?, \ �'O 00 -----EG-----EG-- --EG-----EG- EXISTING EDGE OF GRAVEL Fo 0 2741.61 BOTTOM SO v - G- �- EXISTING UNDERGROUND GAS LINE Q - 2725.98 e - --- --- --- -- - \\ \� -BB- -ss- �B- -ss- - EXISTING SEWER LINE _ oHP EXISTING OVERHEAD POWER O UT UT E PHONE ,.� .. EXISTING UNDERGROUND TELEPHONE TB - \ \ EXISTING TOP OF BANK o -oe EXISTING GRADE BREAK TOE TOE i EXISTING TOE OF SLOPE -PIRR-----MR-----PIRR---,✓ � �'�� EXISTING PRESSURE IRRIGATION LINE I ©re H 0 0 0 0 0 0 0 0 0 0 EXISTING IRON FENCE w �--- �, g U ❑ ❑ � EXISTING WOOD FENCE te. X p ® ® ® ® ® EXISTING VINYL FENCE re� > \ O x-xx-x-xx- EXISTING BARBED WIRE FENCE Lu Lu- 1 EXISTING 2'CONTOUR w CL 2 EXISTING 10'CONTOUR OJ NS UJI (I EXISTING DRAINAGE PIPE \ SSW � I \ x O EXISTING SEWER MANHOLE 1 \ I!x W NCO I EXISTING CLEANOUT � ( F WMH x EXISTING WATER MANHOLE i I EXISTING FIRE HYDRANT I I W x I �Vll O �I EXISTING WATER VALVE � tl I i ®PIV IRRIGATION EXISTING PRESSURE IRRI _ ch o EXISTING IRRIGATION MANHOLE N x _77 M x xZD t �v �. L x- � I � '� � � �. - HG EXISTING IRRIGATION HEADGATE -�� x _. BRACE E PARCEL ' N ® xl ° 40 Acres % �� ,, o sP M w x _ ��O�O QO EXISTING IRRIGATION STAND PIPE C3 o Q xl x O�P�Q� EXISTING UTILITY POLE C O L -Ix,-- 1 �� ,�I i I�' ✓I ❑ EXISTING TRANSFORMER Q I , I i o , ' ❑ EXISTING ELECTRICAL BOX x� N EXISTING POWER METER i r / I 276p 7 ❑T EXISTING TELEPHONE RISER U o EXISTING CABLE TV RISER .�` _ „ 12" (VIP INVERT 2722 36 /;i r r C - EXISTING GAS METER/MARKER ° MP,INVERT-2722.91, r ' % 12 0LM EXISTING GAS LATERAL MARKER ' o EXISTING MAILBOX i EX LBO EXISTING SIGN SCALE 80 0 OL 80 160 EXISTING DECIDUOUS TREE oO FOUND 5/8"REBARASNOTED G� l (FEET) 1 INCH- 80 FT C _ r r r / / O FOUND 1/2"REBAR AS NOTED sx o 142 r r ' FOUND ALUMINUM CAP MONUMENT 9 0 1� FOUND BRASS CAP MONUMENT �i.'j POR`� J /l ie CALCULATED POI >- 8"PVC INVERT=2746.43 V CL � y , C INVERT-2743.75 C v - �/ i O 8 PVC W O G 50'EASEMENT / L' ��i� / W VC INVERT=274,7.95 c�j y r'� i LL1.1 CENTERED ON I s �� Lu FARR LATERAL ,' ,'� 8"PVC INVERT=2746.33 �,Y v (� i r c�j 10 ,STEEL INVERT 273= ,5.14 10"STEAL INVERT=2735.7� T Ld ��� _ m - MP INVERT 2744 83 / v , z z � ,-...._-ram TF --\ 6r�G ,.• `,,, -.,,,�` /-, '',. ,� v, -i_ .�_•, �\� I '- -_ '� �� � � INVERT - - ...., _ � Q T e / -2735.851 M - - _ 31 CIL --- -- - ---T -X-X--_------ ------ - -- - ---- - ------ -�-- -- _s - -- ---- ----- �� 703 E E TOE TO X x x y.-_ __ ' '� �. - - _ _._ �� -e ��� 3 33 g 5 re 76 --- TOE '4 x e x T3N,R1E,B.M. Cp8,-mom x 25 R.O.W. xxx x- - _ __ - � - -•--EP--- __,... S : m� E:- E:- EIS EP-EP EP EP EP EP�'P"��•--E��� .. E T - E -'PE 7"� V \I- - --- --- ^ E E V ILL � EAST LAKE HAZEL 2 1 o z p - _ J „ _ �..��� --.� _-�=-==---�- -- --��' -- -- � -- -� ' � ems-E -- E� '-- ^ � - EP-� --- -- -- N 90 00 00 E 1329.58 T2 1 .M. � Q > EL ROAD F -------_ ------------ 18 RCP INVERT-2750.50 -- E N89°59'28"W 1329.5T �_---- - r --- - -- - -- - ^` - - - - - -� 5 4 O EEC- EP� EP-E^ E�^..\ a E^ E E E E'er EPA-E EP- E�, E E E^ E E E^ T- _ / f � w - - .... _ - ._ _ 4� E " E. E � - WE ^ rr^^ e - E -2748 E ZONE:OOD T� EP- E �EP E^ E EFL-+�: - : :95 12"RCP INVERT=2751.p3' �eG 1 " INVERT-2 2 8 PVC INV R ; \ \, i \ � I 24"CMP INVERT=2737.66 ~ � O 8 RCP - 75 .70 12"RCP INVERT 2750.85 � --_ `�G - 8"PVC INVERT=2748.97 x ,' PER FIRM MAP No. 16001 CO265H, c� = -- sG � � . 12"RCP INVERT=2752.E G G� 12"RCP INVERT-2753.10 d EFFECTIVE DATE OF FEBRUARY 19, 2003: o 1&"RCP INVERT=2752.65 _ r NOTE 1: SOME TREES ON THE SOUTH LINE ARE NOT SHOWN FOR CLEARITY. N 12"RCP INVERT=2752.55 i , PARCEL FALLS IN ZONE X:AREA OF MINIMAL FLOOD HAZARD J N W NOTE 2: VERTICAL DATUM IS NAVD88 W c� I' Q O O