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PZ - Preliminary Plat - 12_19_16 SS\OSALCD fN� & PRELIMINARY PLAT FOR °�/G STf OL EAST RIDGE SUBDIVISION N A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 32 °9 rF of 1°ate v TOWNSHIP 3 NOTH, RANGE 1 EAST, BOISE MERIDIAN ® G CARP D ADA COUNTY, [DAHO _ v 2017 w IE w Ah111TY ROAD a ti V y r z o i Y >n r w w Z - _ _ - z r w o w w w j o z lez y a a O ~ 0 50 100 200 300 O I a O SCALE: 1" = 100' N no: Z � m /40 W Vl \ I 3 �' PROJECT SITE z 0 ') BLACKROCK - - w a SUBDIVISION 9 S 89051'49" E 1329.89 UNPLATTED o 1n LEGEND 0 1 A� O SUBDIVISION BOUNDARY 27 26 t I 1 y9s� I FUTURE LOTS g �M----N�--- ROAD RIGHT-OF-WAY 1 , t ( --- E LAKE HAZEL ROAD =' -m I L " N PROPOSED EASEMENT I I 1 \ W —.—.—.— PROPOSED EDGE OF PAVEMENT 28 I I S 1 1 I- O SS(87O PROPOSED SEWER UNE j \t \� `� 3c ` \ �� 0 U W PROPOSED WATER UNE I `� \ 4 ♦♦\\� \S MgFs g O O a SD-- PROPOSED STORM DRAIN UNE + 29 1� \� 24 \ S ��..�, `UA W A V 1 VICINITY MAP Q z o o w O Qe PROPOSED SEWER MANHOLE C.O. 30 7�1C �\ 7 \``\ram_ 1 SCALE: NTS W s m w z w ® PROPOSED CLEANOUT 1 �.` \,\ .`\ 6 ♦ _1_`, Z a N a m j ® PROPOSED CATCH BASIN/AREA INLET ti ♦ O rc 1 ' / 23 \ \ ♦ Y ® PROPOSED SAND AND GREASE TRAP 1 I \� �\ g P� a > 0= m o 'isE1 1 O V PROPOSED COMMON DRIVE t ' 19 \ CY9M�E'\ 9 Z S H E E T INDEX N I PROPOSED SEEPAGE BED 31 I I I 22 18 vR�� 10 W w Id K <m ` 1. TITLE SHEET O z `0 17 2. LOT DIMENSIONS/ROAD SECTIONS F z a 16 \, \. 3. PRELIMINARY UTILITY/SITE PLAN w ¢ 4 o O 32 I 21 q'YEl \S�` 15 `r\ \« 12 4. SEWER/ROAD PROFILES z Z o a t 1 \� �` 5. SEWER/ROAD PROFILES O U ♦ PH S \ < 14 » 6. TOPO SURVEY BY SAWTOOTH LAND SURVEY, LLC �n p t PHM5=2_ 2 \.` 13 O n o 0 33 13 � \ 3 '0 12 ILI S\, O F , =`` \ \» 4741 \1- `"1 34 w \, 11; C� \" S 11 I 14 41 c V NOTES: Q 34 35 \" 80RNg '\.. 6 7c > SITE DATA w 36 w 6jp�, I ' fs Q z 1. COMMON LOTS 3C, 24C, 31C, 34C, 41C, AND 45C, BLOCK 1; LOTS 7C, t w I Pz OWNER AND DEVELOPER ZONING AND SETBACK 20C, AND 37C, BLOCK 2; LOTS 1C, 7C, 11C, 26C, AND 42C, BLOCK 3 E < t \ \�� 8 1 I Q c.1 ARE TO BE OWNED AND MAINTAINED BY THE BRACE SUBDIVISION r1 35 I Q 37 \` I O m JIM CONGER PROPOSED ZONING: R-8 p HOMEOWNERS ASSOCIATION. Z w i C 38 w \M \, \�. 9 t I i 16 Y� 3 w DEVCO, LLC MINIMUM PROPERTY SIZE: 4,000 SF Q O 39 5 t / N Q F' 4-824 W FAIRVIEW AVE PROPOSED MINIMUM SIZE: 6,000 SF D_ 2. SUBJECT PROPERTY DOES NOT HAVE IRRIGATION RIGHTS AND HAS NOT t 2 I C T-\ \� 10 / f I d\ Q LQ, BOISE, ID 83706 BEEN HISTORICALLY IRRIGATED. BOISE PROJECT BOARD OF CONTROL O 36 W t 33 32 40 q`Z �\ \y\ 1 �� C w PH: 208 336-5355 SETBACKS: DETERMINED THAT THERE IS NO AVAILABLE WATER RIGHTS TO SERVE THIS V r C 41 / '\ 17 I o FRONT= 20' PROPERTY. THE LARGE COMMON AREA WILL BE MAINTAINED NEAR IT'S v1 31 t vt NATURAL CONDITION WITH VERY LITTLE WATER USE. LANDSCAPING IN OTHER '� I L ] f �\ / I REAR = 12' __.37� 30 \,� / ENGINEER COMMON AREAS AND YARDS WILL BE DESIGNED IZ MINIMIZE WATER USE. / / �\ Jt '�.. / / / JOHN G. CARPENTER, P.E. INTERIOR = 5' � Uj IT IS THE INTENT OF THIS DEVELOPMENT TO UTILIZE CITY OF MERIDIAN _—_ W 79 f / 4p \ / 3 18 40' / T-0 ENGINEERS, INC. CORNER STREET = 10' WATER FOR IRRIGATION. CO ] /r 39 / 332 N. BROADMORE WAY Q W 3. STREET DRAINAGE WILL BE ROUTED IN CURBS AND GUTTERS TO STORM 1� I Ch"OO `Y 28 i RM DRAINAGEp� i �1 / NAMPA, ID 83687 FIRE DISTRICT LL" ? WILL E DESIGNED STEM. SEE STREET IN ACCORDANCE WITHON SHEET 2.THE CATALOG OF STORM WATER 2 I I �`S�yp�, 27 N / p"tJF 1 38 / 19 PH: (208) 442-6300 MERIDIAN FIRE DISTRICT BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE I I 20 ADA COUNTY HIGHWAY DISTRICT. 2/ W w o I t SEWER AND WATER PROVIDER J C p 1 r 3 I I -� qQ f 3g ] ♦ 2U r SURVEYOR CITY OF MERIDIAN SEWER AND WATER d L� 4. PUBLIC UTILITY, DRAINAGE, AND IRRIGATION EASEMENTS WILL BE AS 1 I 22 / CARL PORTER, PLS O FOLLOWS: PHASE 2) I T 36 / Q' / 1 V l N cp i f �, SAWTOOTH LAND SURVEYING, LLC ROADWAY JURISDICTION - 10 FEET WIDE ADJACENT TO THE SUBDIVISION BOUNDARY AND ALL PHASE 31 24 Q/ 37 ,` i PHASE 3'7 �1 42 2030 S. WASHINGTON AVE. ADA COUNTY HIGHWAY DISTRICT LJJ Of REAR LOT LINES. 4 t t /�'2 /z I 21 / _ I EMMER, ID 83617 Q W J a - 10 FEET WIDE ADJACENT TO PUBLIC RIGHT-OF-WAY I I I 2S ,� ] T / ,t 1 O - ALL OTHER EASEMENTS ARE AS SHOWN. I I A� ` / t PH: (208) 398-8105a.= 5 NONEORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD S 19 13 �z Y 33 34c k' 22 / 1 J LU 6. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. I ` 17 16 74 / /i / I I QY 1- 7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT 6 S \ ~�-- 15 * (-� i 32 23 1 43 I a w TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR i` L- _ 'I 31-C I 1 I t V l PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING / / --- -- 24C a N NONAGRICULTURAL ACTIVITIES AFTER THE SAME HAS BEEN IN OPERATION 1 I 45c u ? FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A 13 I , I 1 I ; LOTS AND ACREAGE TABLE 1 , ' NUISANCE AT THE TIME THE OPERATION BEGAN, PROVIDED, THAT THE 14 i f 26 \ \ ¢4 I 1 W PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE 8 9 10 i 30 29 28 27 \ \ NUMBER OF DENSITY ° I=- RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY 12 ' I \ �. I LOT TYPE AREA AC % OF TOTAL q" AGRICULTURAL OPERATION OR APPURTENANCE TO IT." llc t I ; 1 i I LOTS DU/AC COMMON 14 1141 20.525 N/A __—Mom__—N— RIGHT OF WAY N/A 5.80 13.66R N/A w Z RIGHT OF WAY DEDICATED N/A 1.53 3.737E N/A BUILDABLE 131 40.99 81 0% N/A y E. LAKE HAZEL RD 185 TOTAL t31 4o.ea 1001E N/A ,p RAAP RANCH DATE: DECEMBER 19,2016 a O PROJECT: 160107 SHEET 1 OF 6 m SS\ONAL FNC 0 A PRELIMINARY PLAT FORO\ST 0 40 80 160 240 EAST RIDGE SUBDIVISION A A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 32 °y >F OF \CV � SCALE t• a eo' TOWNSHIP 3 NOTH, RANGE 1 EAST, BOISE MERIDIAN C, CARPE In ADA COUNTY, IDAHO NOTES: 2017 1. COMMON LOTS ADJACENT TO SHARED DRIVES ARE 5' WIDE w a w w w W a U O Y Y W W W Z ✓' W 2 Y Z Y Y R O LL' w BLACKROCK LL N w a o SUBDIVISION S 890St'49" E 1329.89' UNPLATTED 157' __— 126' I 4A' 121' 141' 43' 106' 73' 73, 73' 61' a Z f so• 117 BUILDABLE LOTS to 0 0 t FUTURE LOTS O m 1252 SF m m I 1- 10747 SF or 1 j n V1 I o 11942 SF ; $ 41' ! a I 15T I I S n 149' 137' \ 11324 m w R/W R/W 283 11775 SFml 25 13481 SF y t 3C 3' 164' \ y 19 N 28' TPICAL PARKWAY 28' TYPICAL PARKWAY70. O 15T »>@ 16• 33, ,6' W w m I ♦\ �\ `S' 1�'fA L•., �/ \♦ 10, ROW d 1 11359 SF is ` A7 -0� ` qp 10064 SF >p. \ - iGJA ♦ UnUTY EASEMENT 29' 10' Z ILI 0- 24 \ 5 a �"� �'A Y 2' BACK TO BACK 2' UTILITY EASEME " \�? 9046 SF 20 C`. �, 9p• ^8120 SF e >0 a' �'�`\ ` WALK e' S' O ' 132' ml 1 20184 SF 4 \� \w 6 ` / PLANTER PLANTER WALK I- 120' >�^ \, > • ^ 8120 SF 0• I 3 30 \` ` 7 210, __.ram V* \I/ V/ \II \II \V\V *W \I/ \I/ \I/11/ \I/ \I/ 9658 SF 1. •�' 23 m \ 8120 SF .^'a - 2 9005 SF >0• `\ \ `` ^ S .r 8120 SF ;lb. Z 142' 19 0 ~ �Y A. ~\^` 9 ASPHALT PAVEMENT o °j +Y ^8120 SF @p I 3• ROLLED CURB z 00 I b 31 a e """'' �' ^11020 SIF ;gym a '�\ t p o >p. �o BAD T/1 i 9766 SF E r l 22 K 18 0 O�Il \`- 10 SUB-BASE ~ �f I 10839 SF 10920 SF F. `^�» VL' y > 8120 SF w o 0 3 h o• \1 o• 11 ¢ a Ld O I 129' I >O• \^�� 10920 SF F. ^\ \ \ \ > ^ 8195 SIF y� z ,� _ _z I 139' h >o '\ \ �' ^^h ENTRY STREET W d o w - o W I io 32 n f�4-3-,�{�I I / >O• 10920 SF :n `\» `\ \ SCALE: NTS `� W a° > H `� a ¢ ran 1 9763 SF 1 f uai 98 SF >0' S ^\ 15 \4� \ 8604 SF Z w w r >O• ^10920 SF to > .\�- \ III w "' m w z 1 128' 123' 8156 SF >p. C ^\ " 14 ° \ ♦� `♦y Y O m 0 1 i 2 >O• 10920 SF hm ?@~\` ` III It. 13 Z N 00 n 33 m ---�---� > ^8120 SF >p, o 13 hm `� \ 8573 SF w w W w o 1 9570 SF ^I t------�_ ^\y 3 > P^- 10920 SF •1 f.44 , S`'� z z O w m - ' 1 - ^` > ^8120 SF 70• 12 ❑ \ 1! 7 7 I z Q S O 48• 41'-29 4 >0• \\�� 10920 SF mm I I ' 120' t Z N N 2 Z 1 124' �y 8120 SF >0. F \ �� I i I m `p IY o' Z g N N 1 9 I `\» I'y �\»D' ? 5 >o• 11 I !N 14 N o m a 34 s \ s@• 16948 SF I 7912 SF 41 C .: - h 1 9335 SF 2 nl ' O• `�C,SeO 0, 8120 SF y 6 >p\ �f I 280996 SF M a 43• m w ti ' ! W f� 8756 SF n8466 SF 34 3@°' R�'EsT \` \y>O• ^8120 SF y7540 SF >0' \\ �� \I I l0 118' o .. 10' ROW 70 0 a O / 29' 122122' -�1I 7273 SF `- p T� ^ 0 0 y 7007 SF / BACK TO BACK UTILftt EASEMENT I I ' I f 36 sp I •IE� \^ > . ]J>• ' Im 1S m / UTILITY EASEMENT O 1 I Q 56' 37 s0\~ - `` \`^ ^8,20 SF >S= i I / / 2 WALK u 2' 9170 SF 55' s 7059 SF ro 38 60.`\N s5, I 116' / /' O f e4' 2T 60 s ^6728 SF on ^ 9 I V: WALK 1 0 \ \� W 8120 SF I Iro 16 120' ' Q I 0 39 4�I 0 I j 6975 SF /�� / QV Z u5 1 1 i 6886 SF ]p. \, 10 ! I ccr I :n I W 0 33 �n 40 a �`°' r \>p` 9861 SF 48' I ,17' U 0 36 f L'7 I '8588 SF 32 67 7380 "I a \ I V I 3• ROLLED CURB 9005 SF ! 8598 SF 9'12' I 1 t/I O 0 G1 s 4 %� I / �\ \Bp• �"> l7 m I r I ASPHALT PAVEMENT 117 31 ? 7811 SF�' I r j >a\M / ! 7076 SF 1 uj BASE 0 ;fF o m u- 37 C ♦b i 7a,.11' 45' ^7016 SF .n. 30 60, (/ / 1f�I Z■ \ `� 16 ' / I o_ '( 1 f ~ -� ^6955 SF A 29 s % / I ea a . ``>�~ \ \ l i 120' // ` / SUB-BABE O Z r - -- -� W. col 6p, ?s 3T 6162 SF 4 ! s ^ asasF `\i3' \/ /� 18 /"R0•i o - LIN >� / 39 ! apa, aF / p`v 43 RIGHT OF WAY LOCAL STREET-(j) /�-11 C 1p, ,y 15' 62' - �i •. 28 ! I / / V ! v „7 43' 4e z@ OOHS ♦\ J374SF N27 a >4• e1za 38 a / / 123, i r / (PARKING ON ONE SIDE) tY W o a I In w 7110 SF I I w°j 31./c, ��' 7810 SFN i >O' ^ 9328 a /mm 19 / �/ / ro � T S@• / 7790 SF / / 70. I SCALE: NTS r_ w1,9' f I ��10402 SF.. 21 `o\ •w 26c 64' s33 I m >@. �W3 I 136' i ;�� Q O 3 0l lI 9223 SF o, `�,./ 5@' I ^> 35 / ` �f / I ■ 1 �LL �/� I 0 7110 SF '0 22 72' I • j ^ 9922 SF m 20 / �� W 8340 SF s]. / ,,m 36 / Q� / e5o7 SF m j r i I z � d � 0 s6' o� W I 9450 SF ' I cp / I „a' 7 SF / I 1aT / l ' O 2 9>' S4 23 h 7557 SF N / >4' 37 M I / 65 m >- t/ / 4 9 n 5p, 8817 SF w.n i GLr ��\' 10487 SF^j Z / 21 / .A: 19365 SF I m a w 7110 SF 1 I 84• 25 1 /j >p• / rllqv 9061 SF / 1 ¢ Z Q W 0 118' I N 62' 61. 7478 SF �; � 13 • '^.a6\` I � / d ROW 0. — / 4V/ 433 > 0 155, r / I cZ u 0_ w m 5 m !^ 11657 SF r� 18 s1 i j 1,j 8648 SF w 34C /`GT m 22 / JI 1 10' 34' 10' G Q (A 5729 SF 9496 SF 718' Z = 7110 SF 8640 SF BOCK BACK nun EASEMEN� � / 4 u: / / ./ / UTILITY EASEMENT TO U 7 J I b1IM 130 1 W V7 118' I 7693 SF ^7801 SF N ^ / vj / 0 32 / i°N 156' // % ^a 43 i o i 2 WALK WCL 5 2 W W 10 6 s \ A� 43 54 15 ,� Qr ,f ^ 10479 SF �� 6 / I 0 m 7240 SF Q7 ice! 'L 3• 23 I 19374 SF _ 1 8294 SIF .bT, `� _39 28' r / 161' a 16 10845 SF 108' 7C .? '--� - .� so'- / 31'C b9 117• 1 * L� r- /ST 62' / 55 60, 45' I I I 'a Z 63' --- -- ».� h6 1q9 2 S 208 9 / I 5321 SF� / I 45C ASPHALT PAVEMENT 3• ROLLED CURB W` O = 13 ! r I / 9220 SF 1 1I I BASE7 J ~ ✓� N - - 8232 SF 14 ' w N O per• \ ` I i sUB-BASE Uj S 9 10 �• $ 7530 SFK / ' ' " M N 26 \ 1 ` 44 1 0 8 m 8374 SF f 8115 SF 8354 SIF 12 j i f 30 29 28 27 -iD 7815 SF \ \ 23382 SF I `g w f TI C 9098 SF ^ I I 9943 SF 8095 SF 7989 SF 6838 SF' \I II I 1 p Z 63 63' 63' 4967 6, 61' 61 42C 8T 60' 60' 80" i 182' I I 48' RIGHT OF WAY LOCAL STREET w o N 3oo2a SF I If) (PARKING ON BOTH SIDES) 2 SCALE: NTS o 4 l0 j DATE: DECEMBER 19,2016 O __�� ---- PROJECT: 16010] E. LAKE HAZEL RD RAAP RANCH SHEET 2 Of 6 00 PRELIMINARY PLAT FOR oF�s�OsTfR EAST RIDGE SUBDI"SION ` �6 } N A PORTION OF THE SW V4 OF THE SE 1/4 OF SECTION 32 C) TOWNSHIP 3 NOTH, RANGE 1 EAST, BOISE MERIDIAN ° rF of v~ ADA COUNTY, IDAHO CARE n 2017 v a w w z 7 CONNECT TO EXISTING w o x z x w w o w A LL N U U z SANITARY SEWER d i° 3 W o a a w BLACKROCK MANHOLE FUTURE CONNECTION � f � ° a ' cI SUBDIVISION S 89051'49" E 1329.89' UNPLATTED PIV o PIV 0 40 80 160 240 p o Z O 27 1 SCALE: 1" = 80' 26 L 5' MICROPATH ro I N AND BENCH N FUTURE LOTS 2 I 28 I I \ �4 LEGEND 25 z SUBDIVISION BOUNDARY O v 2 I I � %L 4 � �S PROPOSED LOT LINE > w 29 `7'(B, �'.@ "t`YAIA PROPOSED ROAD CENTERLINE 1 Rota• 24 `4, —w----+.---- PROPOSED ROAD RIGHT-OF-WAY w PROPOSED WATER LINE 16 8"s PROPOSED SEWER LINE (SIZE AND DIRECTION) 3 30 ,s^ Sy(e) 7 i$� 'PS- PROPOSED PRESSURE SEWER LINE (SIZE AND DIRECTION) 23 z 1 N SD PROPOSED STORM DRAIN LINE 8 PROPOSED SEWER MANHOLE 2' NATURE PATH m 6 t9 '1NJTl, 9 e PROPOSED SEWER CLEANOUT z U 1), —fft I r 31 22 \ IS R0t'F. to w 1 I \ 17 it Q z o o ui o \ \ b W 5 z z I 32 i 2 \ 16 ` SS(� NOTES: W m > N z w m 21 S\ \ tS \. \ 12 II 1. WATER LINE IN E. LAKE HAZEL ROAD CONSTRUCTED BY OTHERS. _Z 0 n f } r N 1 IQ 1 \ w 9 2. LOTS 42. 43, AND 44, BLOCKI SHALL HAVE INDIVIDUAL SEWER PUMPS > Of m o z a 4 \ 14 a AND PRIVATE FORCE MAIN DISCHARGING TO GRAVITY IN E. CYANITE DRIVE. Z 0 m rc 2 \ 'h. 13 = 33 $ ° \ 13 J1 3. SEE SHEETS 5 AND 6 FOR SEWER AND STREET PROFILES. W m 0 < N \ w M — LL I SS 8") 3 \ \ 12 I / ■ Q za m 8 Li • • � z ,q O \ 4 \ \ 1 F w M Q S O I 34 I h' CISg S f \ \ \ ll 14 41 C z w w J N O \ N Z U 34 35 �N- �^ 6 7C \ \ I3 N z ZO a o 36 wAl is / U I 1 38 9 rc l z Z I A2. 39 16 o 33 40 36 a0 a 32 o I N 31 41 eti 17 Of z I 37 C 30 / y/ / / I ZCL 29 Z <SS(8") n - col ao 18 (71 ,f / 0 a 1 C L�A,CW OOD 28 / 39 7 LLI v1 S //� \\ �T S 27 38 / / / w - 19 / O 20 S(8' �/ / 1 LL MQ l/1 z I 2t c / 35 3 0 3 A 22 y SW 20 J 36 .= J o (A 23 24 \ w / 37 42 1 C l w 4 I \ ` 21 25 a 5 19 18 q 33 34C 22 ~ Li N I 17 16 � 'Afl' ~wc 6 SS, 15 .r3 32 24 ^l.2 ?°\-.0 Qwww) y 43 7 C �B - <Ss B" N 5s�e N`6• s(�' �I '' i J ( <SS(8" 31=C�d d LLJ z I SS(8-) — 2 PS(2 4 I V _ 4 - - 2s a� 1 4sc W d 13 14 it vi 8 9 10 _ ' 30 29 28 27 � 44 1 w C 3 w I ^d 1 L� z z 42 \ 1 p w t WATER MAIN BY OTHERS - - - - - - / DATE: DECEMBER 19,2016 a CD EP W„ FPFe —rP (V PROJECT 160101 pp EP EP EP N 89°59'28" �V 1329.5T EP EP CEP EP EP FP EP EP EP _ : s �v E. LAKE HAZEL RD EP EP EP—� 0 J EPA � RAAP RANCH SHEET 3 OF6 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