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HomeMy WebLinkAboutPre-plat Q O 8 PRELIMINARY PLAT INDEX FOR PLAN SHEET N D EX = o c STORYROCK SUBDIVISION ._ SHEET DESCRIPTION z � A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 w z 3 OWNERS TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN PP- 1 - INDEX MAP, NOTES, AND VICINITY MAP, G� 5 TOWNSQUARE MEDIA BOISE LLC MERIDIAN, ADA COUNTY, IDAHO PP-2 - PRELIMINARY PLAT EAST •= a 1 MAN HATTANVILLE RS STE 202 ENGINEER 2025 PURCAHSE, NY 10577 DAVID A. BAILEY, P.E. PP-3 - PRELIMINARY PLAT WEST BAILEY ENGINEERING, INC. Z SUNSET PROPERTY MANAGEMENT LLC 1119 E STATE STREET PP-4 - LOT TABLES AMITYFR�A�D W z 455 W AMITY RD EAGLE, ID 83616 - - W 208938-0013 PP-5 - CURVE TABLE MERIDIAN, ID 83642 Z o PP-6 - EXISTING TOPOGRAPHY EAST Y � ENDURANCE HOLDINGS, LLC PLANNER/CONTACT W °o 00 1977 E OVERLAND RD KELLI BLACK PP-7 - EXISTING TOPOGRAPHY WEST m o MERIDIAN, ID 83642 BAILEY ENGINEERING, INC. PP-8 - ADJACENT PROPERTIES I ? N 1119 E STATE STREET m DEVELOPER EAGLE, ID83616 PP-9 - PRELIMINARY ENGINEERING EAST TRILOGY DEVELOPMENT, INC. 208 938-0013 9839 W CABLE CAR ST PP- 10 - PRELIMINARY ENGINEERING WEST BOISE, ID 83709 PP- 1 1 - PRELIMINARY SEWER PROFILES �S�ONAL FNG PP- 12 - PRELIMINARY SEWER PROFILES c) '�;G\sTFR� � � PP- 13 - PRELIMINARY SEWER PROFILES N �I,�IR� PP- 14 - PRELIMINARY SEWER PROFILES Eli PP- 15 - PRELIMINARY SEWER PROFILES °��F °F \P\�<<,� PP- 1 6 - PRELIMINARY SEWER PROFILES CHECKED BY: DAVID A. BAILEY P.E. I DRAWN BY: DES I I I I I UNPLATTED F, UNPLATTED I UNPLATTED UNPLATTED I I I UNPLATTED 1 1 s W. ANTM RD' VICINITY MAP - - - - - - - - - -- --- -- - --- -S8912'2.9"�- - - - - - - - --- - -- - - - 25 1 4 - - - 1 "- 800' 3 _ w eulTr gQ�_��,�„€ N 0 25.00' 1293.08 _ -- -- -- -- -- -- N 1225.71 N 0 0°5 5 3 0 E-------------------------------- I 25.00' 15 y 2 BLOCK 17 18 22 11 P21 0 0 0 0 0 0 O 19 20 21 O 16 9 O O I r II OFFICE BLOCK w1 17 14 \ 1 9 ���\ 11.35ACRES 23 3 i ��, r 13 > OFFICE 1.72 ACRES \C, - - w Lam DR O- - - � 16 6 �W 8ACHAR DR _ �i� ; `�?���a � 18 � � \ ,2 r 10 I I � \�� 1 19 r/ \ / O \ `.\ BLOCK D LAND USE SUMMARY 1 10 N I I 01 10 ,5 � ti 01 12 24 \ ,- I> BLOCK W I BLOCK I I �� 7 `✓ OVERALL PROJECT DATA I II ---- O I 1 1 14 i O 2 CURRENTZONING RUT, R4 11 , � 25 � - - - / O `� 02 O I O O \ C24 C�3 / 3 \ �\ PROPOSED ZONING LO, R4, R8, R15 BLOCK 000 `\ TOTAL PARCEL AREA 75.13 ACRES EAST/WEST 36.54/38.59 O I 3 I 12 13 � 10 O 31 ' \ 28 \ / � � O � � �� BLOCK RAT 08 I O i Ilxt Es TOTAL LOTS 367 > I NOT A PART , �- / COMMON LOTS 44 � -- � � 4 1 � O W tnORDAN W�oRD9R O 9 27 i O 30 \ \\ O O 7 $ / / COMMERCIAL LOTS 2 O 0� � � � I 31 � L O 10 / � RESIDENTIAL BUILDABLE LOTS 321 z I U 32 O R4 122 I LA O BLOW Il�f O $ 28 n I �j _ / O J 8 58 I I > O M 32 � I R R15-TOWNHOMES 80 � 35 34 I _ O 1 R15-COTTAGE 31 36 37 / � � , y s 6 � ,O ,W BIRDML DR_ O I 38 R15 SFR 36 30 w I M O (7 c i E I /� 39 40 41 "'I I 3 J L O 42 43 44 M O O I I - / / 45 46 L O- IR zz RESIDENTIAL GROSS DENSITY 4.27 UNITS/ACRE zo M I ' w ROCKIHILL DR 0 „ c DR L 47 48 -- - F 00 �- - - - - - - - I W ROcmLL DR N 33 5010 c,�°� / / 49 O a z I O O 10 1 1 12 I O Ghh S89'04'30"E 27 ��. C's _ J / U 10 o v N 798.67 � � v _ � �/ I o 12 �Al. o LOCK \ _ ci 1 1 OCK OPEN SPACE SUMMARY O BLOCK W O I O 00 �� 1 14 / 1 2 \ \ L 12 COMMON AREA 13.72 ACRES/18.26% N Ld o O / Cis I � 16 �y BLOCKW I �p •�R�s 00000000 111213 ° W p t� Ly O QUALIFIED OPEN SPACE LOTS 11.26 ACRES/14.99/° o 17 15 14 13 BLOCK M6 I y BLOCK W 3 - - - - _ _ ° � z 1 1 p / 1 4M►ODLDNO DR w QUALIFIED PARKWAY OPEN 3.79 ACRES/5.04/° N OR _ _ O 50% BUFFER LOTS 0.66 ACRES/0.88% + x r 1 > N S W - - - - - O ' O2 3 4 05 60 7 $ O TOTAL QUALIFIED OPEN SPACE 15.71 ACRES/20.91% U IC w � , NOT A PART - - - - - - - - , JA - - - - w Iaulsal DR - - - - C43 � 3 10 4 �0 jS�3 O F N 17 S 'N N( 29 O , N9RPER LEE DR _ o BLOCK IK3 z O Sa9 O O O 4 5 �> O - - - - - 13 I O O - - -- - - - ADDITIONAL DETAIL e Z O l I �' `� 10 19 1 2 3 9 I •3 F B< E1Z 28 / 1 O � O O O O O O O O O N O O O 0 12 O SEWER CITY OF MERIDIAN �n I S80 � 9 1 1 1 I z '13 2 3 06 I O WATER CITY OF MERIDIAN BLOCK W7 I I 81 E I 1 4 5 6 7 8 9 1 1 12 13 14 15 16 17 18 19 I 19 10 .95 M 27 � I 12 e MLSENDMt OR I 9 1 1 6 tI O I SCHOOL DISTRICT WEST ADA Blom W7 � 05 O � 5 c 26 \ _ IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT > z BLOCK 1 I BLOCK 2 1 , N 14 �� e O 16 15 14 13 12 1 1 10 O , Bloat W 9 O 1 15 I . I I BLoar w/o °� > 25 I W O O O 0000000 ,2 , 1 10 00 O SETBACKS \ 2 3 4 5 6 7 8 910 11 121314151617 16 24 b 18 _ _ _ ��$ �4j cat R4 REAR 15,SIDE 5, STREET-G 20(25),STREET-H 15(25) y - - - -- - - - - - 23 � c - - j DR , C1 O •?o18 Li WSERENS DR \ 22 14 \ - _I w 9CAgRY D_R _ _ _ _ _ _,��DR _ R8 REAR 12,SIDE 5, STREET G 20(25),STREET-H 15(25) I� 0 5 6 7 I 1 2 3 O 0 0 6 \ 21 15 y R15 REAR 12,SIDE 3, STREET-G 20(25),STREET-H 15(25) I D 4 0 0 0 0 0 0 0 0 O � 1 2 3 4 5 6 � O O � VI O 00000000000000 J 7 8 9 ,5 1$ 19 1 2 O O O O O O O 10 1 1 R15 ALLEY REAR 12,SIDE 3, STREET-G 5,STREET-H 5 BLOCK MMO BLOCK W/f BLOCK W11 BLOCKE13 I O W �_ __ _ __ �_ -- - > BLOCK 3 20 M 16 17 A I BLOCKEe /16 N89'27'22"W C-N - _ _ _ _ __ „ - -_ __ __ _ _ >- 1326.95 1/16 N89'12 59 W N89'13'56"W E - -- N89'12'13"W > I 819.43 S16 4011E 362.09 1/16 424.18 I I 0.23 U `J,J Q 0 UNPLATTED o I z� PLAT LEGEND UNPLATTED { QQ LOT NUMBER UNPLATTED UNPLATTED PROPOSED FIRE HYDRANT 6,500sf LOT AREA STREET LIGHT BLOCK 7 BLOCK NUMBER I UNPLATTED EXISTING CONTOUR FLOW ARROW V e - W. ASHTON DR. STREET NAME BUILDING ENVELOPE (SETBACK LINE) � 0 HANDICAP RAMP Curve Table PHASE LINE 0 I Curve # Radius Length Chord Bearing Delta _ _ _ _ _ _ ZONING LINE J_ C1 92.00 17.42 17.40 N32'40'51"W 10*51'02" RIGHT-OF-WAY LINE SURVEY LEGEND C2 287.00 75.55 75.34 N19'39'12"W 15'05'00" LOT LINE FOUND BRASS CAP MONUMENT I�I C3 770.00 235.67 234.75 N09'20'12"E 17*32'10" GRAVITY IRRIGATION LINE FOUND 1/2" IRON PIN V , j C4 830.00 254.35 253.35 N09'19'32"E 17'33'29" • • SEWER LINE W W WATER LINE ® SET 5/8" IRON PIN C5 525.00 294.68 290.82 N15'31'59"W 32'09'34" p p PRESSURE IRRIGATION LINE DATE: CIS475.00 140.17 139.66 N23'09'33"W 16'54'27" W-W- STORM DRAIN LINE ® FOUND 5/8" IRON PIN 08-12-2025 - - - ROAD CENTERLINE -- -- -- PROPERTY BOUNDARY LINE 100 0 50 100 200 PROJECT: C7 533.00 173.29 172.53 N22'17'55"W 18'37'42" C2024-006 C8 467.00 262.12 258.69 N15'31'59"W 32'09'34" ROLLED CURB/GUTTER SECTION LINE SHEET - -- -- - AND SIDEWALK - - - - - - - - BOTTOM OF DITCH SCALE IN FEET 1 = 100 , P . _M O � PRELIMINARY PLAT FOR = M m � � o STORYROCK SUBDIVISION ._ Lu zF co � A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 4) z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN = g MERIDIAN, ADA COUNTY, IDAHO a 2025 ��A - I = � I W z rx I w y� z W z w � v Y z OM W ° `o -VY W � p N W -- - - - 36 • - - - - - - - - - - - -N - - - N - - - iN - - - N - - - W - - - 1�f _ VV 11V UY 'W IIY .. Z Ill - - W AMIT RD W N ,Y �_ c'j In ,N ,N ♦ Y UY ry s - - - - IIV IIV yy V � m s 8 8 S89'04'30"E - - - - - 1225.71 S�pNALLo FN 33 1 - I o�`� c,\S T E' %? 00 2 1 1 z it II �TF O F II � � \\� NOT A PART / �� D I q�lD A. BPS \ ' ''I 1 // i \ s• 1� �'� OFFICE IICHE DAV DCA.EBAILEY P.E. 1 . 35 ACRES ti 17 3,119 00.13 \> OFFICE 1 . 72 ACRES 9 \\ I DRAWN BY: ts� / 4,084�� - vv i DES 2,60�.f. / \� \\ O II •1��� < 18 12 / vv 58790 s.f U 3 3� 2,776^�f. / ^\ \ \ 3,20 r7 1 0 \ \�♦ I / 61,559 s.f. \ BLOCK E1 ' -cV ems.A 3,20 s MN \ � d?. O � \ / / 200 \ / \ I I 0 / 3,200 21 \ !I ------------ 40' of y ? \ 23 24 2,621 ^`P © /C+ /3a\ 2 ss• J _ u � u '� •L3,26 v/ �,1°' 3,200 o \ _ OR _ _ _ _ - \ 05 \ C13 3,z00 ^q 3 \ \ II 26 \ y9 / 2,600 2\\ Ooo / \\ I PLAT LEGEND v v 2,600vvv < PROPOSED FIRE HYDRANT 3 a° 27 \ 71- 2 3,2o js \ \1 1II STREET LIGHT 9 s2• /� / ,� EXISTING CONTOUR a 28� i � � . / \ � BUILDING ENVELOPE SETBACK LINE \ �2� 1" \ 07 OCR E4 / / 2s 2s �/N / ( ) tea' �29 \ \ / 0 2 / / 32 3 , O� 2s• 1 PHASE LINE o /3,301 s.f O ^O / / � / 2 � 26 1;9 ZONING LINE 30 \ \ \ 2,926 s. .3,485 df \ 2T \ \ / 3,329 s.f o o® o / g - 1 M RIGHT-OF-WAY LINE \ / 2,651 s. . o g\ \ cb BLOC E4 / 1 z,6zo s .3,2Os/f 1 1 / \ G _ LOT LINE 3,240 s.f II ZtJ a 11d \� L _ / /3,200 s.f � 12 0 10° �' '"'�'"'� GRAVITY IRRIGATION LINE �• 32 i c26 _ _ ' / / z,600 s 2,600 s .� 1 3 z 6O s s SEWER LINE 3,54 _ L 3,196 s.f 5 1 too N 1 W W WATER LINE C4 �t 32 _ / 4 J 1 P Pi PRESSURE IRRIGATION LINE 32 ' �\ / - - - � _ 1 1 \ ` c27 1 IN oo STORM DRAIN LINE - \ \ 1 ROAD CENTERLINE \ ROLLED CURB/GUTTER N NOT A PART I I - _ _ �s�,� 1 3,20o s.f 0 33 1 34 0 35 , I / \ \ ,o0 1 N 1 AND SIDEWALK P,751 s.f. ;S 36_ 37 / /� \ �yM"D 1 © 1 Q LOT NUMBER I 3,20..f. O^ 39 \ \ - 1 10o N z,615 -, / 38 0 � / _ z,6o 1 � 6,500sf LOT AREA I 1 3 r 40 / / 1 I BLOCK 7 BLOCK NUMBER BLO / 41 / - _ _ I FLOW ARROW �e27e K I / 3,zoo �.f / 42 0 43^ // / �1 1 z'6o1o0 1 M W. ASHTON DR. STREET NAME 38'42 3,200 s_f 45 // 1 ® J HANDICAP RAMP e� C-s // // �,60o s 2,6004s . 46 0 _ p / 3,232 s f. ----- C264 / 3,200 s� / O 47 _ �09 3 200 s.f 48 N33'50'10" 77• _ _ / / 2,72= 3,583 .f N I _ 11��OMING DR 32 / / ' 49 W ROCKHILL DR C17 - � 2,610 s i� 27 _C1� _ s` �LOC E- 5r 318 oo's.f. SURVEY LEGEND y\ ` 32' 3 wT1 O zz • ° s e2 N 0 FOUND BRASS CAP MONUMENT 2 1 S89 04 30 E --- \ , �2sg / M N 10 N U S00'32'48"W 50.73 40' 40' 40' 40' 40' 40' 40' 98.67 40' 40'a 40'� 40' 40'` -1 8 \ \ � o Z 1 0 LOCK FOUND 1/2" IRON PIN w ti i0 \ \ G I 1 1 ® SET 5/8" IRON PIN A�• 1 BLOCK E10 OCK El _ -c \ u L - 3 ico FOUND 5/8" IRON PIN N a •� �y 2 N 6098 s.f. O / 12 0 0 5 0 6 n O in O O O / c1 -- -- -- PROPERTY BOUNDARY LINE O s w o 0 ® �9 0 10 0 1 1 0 12 0 13 f�55 s.f. / ' \ SECTION LINE z �� 0 3 4 O / � O 4,037 s.f.^ 4,143 s.f. 4,200 s.f. 4,200 s.f. 4,200 s.f. 4,200 s.f. 4,200 s.f. �t^ \ - -- -- - N -- 4,zoo s.f. 4,zoo s.f. 4,20o s.f. 4,193 s.f. �� 0 / _ _ - - - - - - - - BOTTOM OF DITCH O �$0 s.f. 32' 26' 26' 32'-- 32' 26' 26' 32' 14 W GOLDING DF�3 (n cn 1 r- - - - _ S01'21'45"E 150.08 ® LOC E5 c c , NOT A PART i3e0 s.f. r 0 r V O �1s2'� - c7 GOLDING DR _ - 273' - - - - - - - - '/ 5 / `� Q 3 4 0 5 6 0 7 0 8 o D00 _ 108' "� O �O �O ^ o . O �� �O O - z (6 0 s.f. / ,200 s.f. ,600 s.f ,600 s.f 3,200 s. 200 s.f. ,600 s.f ,600 s.f 3,200 s.i.I - s y `S'st w 11 I I e �p24S °'a,a� 14 I l y 30 e © / o I N v� II 5,069 s.f. ��0 s.f. \ V M ` V I 105, _ I 13T / \ z z Noo I O 2 3 0 4 0 5 ^I 29 ry �9 yOs.f. , c HARPER LEE DR _ _ _ 350' III13 I O O y ��� �o C� / 1 S QQ 5592 s.f. 4200 s.f. 4200 s.f.^ 4200 s.f.^ 5945 s.f. ��0 ® e 9•1��3ry i 4'�OS's.f. I �+ I IA 113' •3O v I 27, BL01� E12 28 CN o^ 124• / 3 552106f 57' 40' 40, 40' 57 4,304 s.f. au O IN /ZZ U I 1 1 N 0 2 O Q 4, s.f. 105' g / o 'I05' I Lo 0 2 3 _ O O' E 6 317s. ,077s� 0 50 60 70 80 9 �" 1 11 12� 13� 140 ' 1801 I I "01 S80•13'O6„ � I � � 5,683 s.f. 1 4 0 0 o� o� o� o O O 15 0 16 0 17 o O I I I 10 81.9 "� I M 27 120' I 879 s.f ,835 s. ,835 s.f ,835 s.f ,835 s.f ,835 s1f g35 s.f ,835 s.f ,835 s.f ,835 s.f ,835 s.f ,835 s.f ,835 s.f ,827 s1f 12 6 24465 s.f. 1 1 6 MI -- U 5,499 s.f. \ NI 4,434 s.f. Cg 105' 9460 s.f. 1 105 1 LOC E6 n 13 IIN i 0 f. 1 1 01 21' T 27, 27' 27' 27' 27' 27' 27' 2T 27' 7' T 2 C5ZI 4,975 s.f. 1101-27'- - - - - - 14 �; CD J 1 BLOCK 11 BLOCK 12 4,20Q°�.f. 1 1 27 27 27' 27' 27' 27' 2T 2T 2T 2T 27 2T 2 ' 2T 2T I 3 3Ems's f I� 1 I I 4532 s.f. _ LLJ n � 1394 s.f. y 2510 f �0 1 N 15 � 4,zo�og.f. 12 0 o O � O _ h 10 O o Og O N 0 16 4,686 s.f. 4,251 s.f. 4,174 s f 4,200 s.f.^ 4,200 s.f. 4,200 s.f.^ 4,200 s.f.^ � ` ;fl 3,96 f .� � a � in iq in N ,� ,� � tiro 5089 s.f. 4200 s.f. ^4200 s.f. 4200 s.f. ^4200 s.f. 6317 s.f. �Q ,� 41°' \ O o O ® o_O o© o O o® 1 0 0 11 12 13 0 14 0 15 0 16 17 0 1 \ 24 n ,735 s.f ,832 s.f ,834 s.f, ,834 s.f ,834 s.f ,834 s.f ,834 sit f.834 s.f ,833 s.f r 1 420�0gf m 13 833 s.f, ,833 s.f ,833 s. ,833 s.f ,833 s.f ,833 sif, f. V g I cfl o ly 17 4,2, 1�.f. LOC E7 r �O I - �3ffi5's� 0 C1 215' _ 2s7' _W BERE_NSTAIN DR c2 4,20Q f - -_ - - - ENSTAIN DR 14 _ W SCARRY DR 22 5,043 s.f \ - - - - _ _ 384'_ _ - - W SCARRY DRr4' _ 4,20t�0�.f. N C 7 N\ I C e v C6 \'a 21 15 h� IN � I� 4,200 f 6,262 s.;. D 0 O O O6 O7 o O8 o O9 0 10 0 1 1 0 12 0 13 0 14 0 15 `�^ 10 . . �^ "I0 z 1 � 2 o o ^ � i 1 18 019 0 $ 0 0 ® o 6 0 7 8 0 9 0 10 0 o a D 0 J ^4188 s.f. ^4200 s.f. 4200 s.f. ^4200 s.f. ^4200 s.f 4200 s.f. 4200 s.f. ^4200 s.f. ^4200 s.f. 4200 s.f. 4200 s.f. ^4200 s.f. 42'' s.f. 6007 s.f. O O O o 1 1 12 0 13 0 14 0 15 � � O O O BLOC E9 1, 3,601 s.f. 3,600 s.f. 3,600 s.f. 3,600 s.f. 3,601 s.f. 3,601 s.f. 3,601 s.f. 3,601 s.f. 3,602 s.f 3,602 s` 3,603 s.f 3,603 s.f. BLOCK E13 20 4,261 s.f.1, cli BLOCK 13 16 17 'y BLOCK E8 I N Q• r " � ' v 6,149 s.f. 6,877 s.f. ' r 40' _= 40' _= 40' _ 40' _ 40' - 40'==L49:= 40' 40' 40� 40' 40' S84p'13 f>7 E 1 '7.17 5,038 s.f. JA 1..` 1 36' 36' 36' 36' A \ N \ -- -- - a v - -- -- . r n - 62' 62' 54' 36' 36' 25' 11' 36' _ �\ �- r N8912 59 W I N897 3'S�"W =_ =3s' 3s' _ __ = 3s' _ 3sv 3s' / NE N89'1213 W � 1`�, fv 819.43 � ; r rr - n T Fa \-Sl6'40'11"E 362.09 424.18 of F0 1 1 /16 � ., � I 0.23 I I I I DATE: 07-30-2025 75 PROJECT: C2024-006 60 0 30 60 120 SHEET SCALE IN FEET 1" = 600 1p P 2 V PRELIMINARY PLAT WEST FOR - coa STORYROCK SUBDIVISION c 0 W ._ Z -o A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 = z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN 1 16 W. AMITY RD. MERIDIAN, ADA025 COUNTY, IDAHO 5 - - - S89'32'29"E -- - -- - --- - - - --- -- - --- - -- -� -- - - - 36 • - - - W z_ -- TF Eo - -- -- -- -- '08 UJ w - TEL TEL T �1 W z -- -- -_ -- - -- E rE W a Lu ■- V =71 74� ----= - -Cc Z o ri W 0 `° o m o 70' 78' - z u1 7 - - N Cn B OCK Wl BLOCK Wl 17 8 o18s.f. 22 I O O O O O \pN AL FNG 8,410 s.f. � � 19 � 20 � � 8,975 s.f. 8,os4 s.f. 8,050 s.f. 8,050 s.f. 8,050 s.f. 8,050 s.f. 8,155 s.f. 8,013 s.f. 8,110 s.f. 8,050 s.f. NWb BLOCK W1 139' _ _ W MILNE DR 227' _ _ _ 16 _ W SACHAR I qV� P� 9,084 s.f. TF OF -� , 8,115 s.f. - - - - 3 D A. B do P 99, ^ M Ic N 102 \ \ N CHECKED BY: IN 171' - 8� \ 1h N DAVID A. BAILEY P.E. 1 Im N o 't DRAWN BY: � z 24 N DES 802s.f. 10 1 10 10 ^ 15 / c� 1 12 m 8,oO.f. PLAT LEGEND 10,00.f. 9,90.f. 8,055 s.f. 8,032 s.f. 8500.f. O BLOCK W4 BLOCK as46 s.f. ,; UDi 117 t PROPOSED FIRE HYDRANT 115' D 115' /� 1 I I C 115' I 115. l l71 5 N 115• STREET LIGHT 115' 1 /y EXISTING CONTOUR o ^ O I 11 0 25 BUILDING ENVELOPE (SETBACK LINE) 8004 s.f. L O ^ O O v 1 1 / 8,256 s.f. O O ^ O 8,050 s.f. 8,050 s.f. / 8050 s.f. 8050 s.f. / PHASE LINE 8,453 s.f. 8,452 s.f. BLOCK W2 ZONING LINE N 115' 115' 11 / 115' 115• l 115, M 115, 115' (n / / RIGHT-OF-WAY LINE O I0 o / /%. 26 LOT LINE O 8004 s.f. � 12 n 13 O 10 8,050 s.f. GRAVITY IRRIGATION LINE O O 8050 s.f. 8050 s.f. / 31 a a SEWER LINE BLOCK W3 3 $ 8,066 s.f. 8,224 sA. 115' I 8,050 s.f. 8,050 s.f. 115' l 115' W W WATER LINE I D N 115. / 115' P Pi PRESSURE IRRIGATION LINE � / as 115' / O W RIORDAN DR 278' _W RIORDAN cQR ROAD CENTERLINE I - - - - � STORM DRAIN LINE 4 , 27 8004 s.f. _ O h 8,050 s.f. 8019 s.f. ROLLED CURB/GUTTER O O7 I 8187 s.f. AND SIDEWALK 115' I 8,050 s.f. 8,050 s.f. 113' 115' Q LOT NUMBER BLOCK W5 l 6,500sf LOT AREA Its'115' 115' J) n BLOCK 7 BLOCK NUMBER I I l0 Otr C4 I 9019 s.f. 28 I^ BLOCK W4 n �I O O I FLOW ARROW 8001 s.f. m ap $ 8,'71 s.f. 32 W. ASHTON DR. STREET NAME D 8500 s.f. co O O I 130' I 8787 s.f. O HANDICAP RAMP 109' 8,078 s.f. 8,128 s.f. 1 fA 19LO 117' z N NOT A PART I \ 88' 102 O `N° 113' 0 8060 s.f- h 29 D SURVEY LEGEND 60 BLOCK W6 , O 8086 s.f. _ _ _ 227' _W BIRDSALL DR 8,056 s.f. I^ 13°' O O bo D FOUND BRASS CAP MONUMENT W I _ �� 9293 s.f. 8402 s.f. 115' 54' �o IWd� 30 I FOUND 1/2" IRON PIN fV lo co O ` O ® SET 5/8" IRON PIN M p 8060 s.f. lo 0 K) I O_ r-l / ® FOUND 5/8" IRON PIN z 130, �� _ _ 17W ROCK_HILL DR 19, _ _ _ 229' _ _ 12 -- -- ---- PROPERTY BOUNDARY LINE 11 07 O 688 s.f. h SECTION LINE 1 8 8001 s.f. 8004 s.f. 8005 s.f. I �4 N 9030 s.f. °' 8137 s-f. 8060 s.f. 102' I BOTTOM OF DITCH I ^ � 1 641 s.f.130' m S00'32'48"W 50.73 O 12 44' 11' 107' 70' 70' 70' 'i^\ 9318 s.f. ao 40 s.f. BLOCK WU a 10072 s.f. 2 W NOTES 16 8060 s f BLOCK #8 I 115 8123 s.f. lo 0 N 1 . MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. o iP 8081 s.f. io �) 11T N u �. 17 15 14 13 I BLOCoWS �' 115 IN BLOCK W9 0 2. NO PORTION OF THE SUBJECT PROPERTY FALLS WITHIN A FEMA FLOOD HAZARD ZONE. REFERENCE w 8764 s.f. 8004 s.f. 8004 s.f. 7989 s.f. r 11 z U) FIRM PANEL 16001CO250J EFFECTIVE OCTOBER 2 2003. O o O2 8494 s.f. W 03 S01'21'45"E 150.08 W 9052 s.f. 8132 s.f. 8247 s.f. 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION 0 o 7-0- 57I o 115' c6 AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE � z 115' aD 118' cv s A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) _ W MUNSCH_DR _ _ _ I" 2 RA• FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) 1$ 227' 297' - - - - C43 47' I 0 1 0 I O 00 O ao4Of 8720.f. 4 N jS�, FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT / O O z U 70' 7� 70 I 8225 s.f. 8232 s.f. o F ADJACENT TO A PUBLIC STREET. 1 0 V /n 7 107' 11 z 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF 0 ` BLOCK W3 115' 1 115' S THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT. w e O I O O O O LO O ^ O O � O6 O7 08 O5 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS 19 4 8282 s.f- I SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 8033 s" " m 10166 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 91 10 s.f. 8145 s.f. 8050 s.f. e ing _ I 0 I BLOCK W7I 115' 115! I ,15' 1 O 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS AND S ND ' DR N N_ �� � 138' _ _ c I so' 70' 70' 70 70' 70' 70' 88' m1 24465 s.f., SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. Z I 9 e X BLOCK W7 D 5 I . I �► O � 8280 ' O 2874o s.f. C5 Cs 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNERS ASSOCIATION w 102 8101 s.f. 8041 s.f. OR IT'S ASSIGNS. I0D 11s' I 115' O1 I 16 15 14 13 12 11 10 0 8. EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE CONTAINING THE BLOCK W8 , s . 4532 s.f. STRUCTURE.U s 8042 s.f. 10181 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 8050 s.f. 9284 s.f. BLOCK W10 6 O O O \ 0 107' 8357 s.f. 8465 s.f. \ 8067 s.f. 4,686 s 0 \ \ St0, J O _ _ _ 248' _ W TOLKIEN DR 251' G� \�41 2 0 8227 s.f. - - . � 150' C4 / w 00 W TOLKIEN DR X \ I �0' 7 Ir 0 1 $ '16 D 10 U w I 19588 s.f. % 5 I 25609 s.f. _ C 0 O 6 Lo O 0 1 3 p O O I O O O O N 8476 s.f. M n 7 n $ N 9 N C6 0 I O O O 8050 s.f. 8050 s.f. 7994 s.f. 8358 s.f.8081 s.f. 8000 s.f. 8004 s.f. 8004 s.f- O O Z I� 12581 s.f. 8050 s.f. 8050 s.f. 9833 s.f. m I 8440 s.f. N e BLOCK W10 I BLOCK Wl 1co BLOCK W11 _ 5D M -- 10' 98' 70' - -- 70 -- 71' J_ 70' -- 70 -- �0' - 68' - - - - - - - 62' 70' 70' 70' 85' _ V N89'2T22"W -- --70' -- -- -' e 1 /16 1326.95 -N J 0 I / I � W J I 60 0 30 60 120 0. X SCALE IN FEET DATE: 1" = 60' 07-30-2025 PROJECT: x C2024-006 SHEET IPP - 31 I x Q O U Q c i PRELIMINARY PLAT LOT TALBLES FOR - N T STORYROCK SUBDIVISION .= Z Parcel Table Parcel Table Parcel Table Parcel Table Parcel Table A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN = a Lot Area Description Lot Area Description Lot Area Description Lot Area Description Lot Area Description MERIDIAN, ADA COUNTY, IDAHO .ENEM _ 2025 BLOCK E1 Lot 1 58790 COMMERCIAL BLOCK E4: Lot 13: INFILL 3196 TOWNHOUSE BLOCK E9 Lot 4 3960 SFR 36' BLOCK E13 Lot 9 4200 SFR R8 BLOCK W5 Lot 7 OPEN 68800 COMMON OPEN W Z lu BLOCK E1 Lot 2: OPEN 7034 BUFFER 50% BLOCK E5 Lot 1 OPEN 52792 COMMON OPEN BLOCK E9 Lot 5 3960 SFR 36' BLOCK E13 Lot 10 4200 SFR R8 BLOCK W6 Lot 1 8509 SFR � W z BLOCK E2 Lot 1 OPEN 12144 COMMON OPEN BLOCK E5 Lot 18 OPEN 1498 BUFFER BLOCK E13 Lot 11 4200 SFR R8 BLOCK W6 Lot 2 8050 SFR 0 Zui BLOCK E9 Lot 6 3960 SFR 36' Y � BLOCK E2 Lot 12 OPEN 2296 OPEN BUFFER BLOCK E5 Lot 19 OPEN 6829 COMMON OPEN BLOCK E9 Lot 7 4287 SFR 36' BLOCK E13 Lot 12 4200 SFR R8 BLOCK W6 Lot 3 8050 SFR W ° co BLOCK E2: Lot 2: INFILL 3240 TOWNHOUSE BLOCK E5: Lot 2: INFILL 3200 TOWNHOUSE BLOCK E13 Lot 13 4200 SFR R8 BLOCK W6 Lot 4 8019 SFR Z BLOCK E9 Lot 8 5107 SFR 36 N BLOCK E2: Lot 3: INFILL 2600 TOWNHOUSE BLOCK E5: Lot 3: INFILL 2600 TOWNHOUSE BLOCK E9 Lot 9 5683 SFR 36' BLOCK E13 Lot 14 4211 SFR R8 BLOCK W6 Lot 5 8500 SFR V m BLOCK E2: Lot 4: INFILL 3200 TOWNHOUSE BLOCK E5: Lot 4: INFILL 2600 TOWNHOUSE BLOCK E13 Lot 15 6007 SFR R8 BLOCK W6 Lot 6 9293 SFR BLOCK E9 Lot 10 4975 SFR 36' BLOCK E2: Lot 5: INFILL 3200 TOWNHOUSE BLOCK E5: Lot 5: INFILL 3200 TOWNHOUSE BLOCK W1 Lot 1: OPEN 29418 BUFFER 50% BLOCK W6 Lot 7 8402 SFR AL BLOCK E9 Lot 11 4126 SFR 36' �S�ON FNG BLOCK E2: Lot 6: INFILL 2600 TOWNHOUSE BLOCK E5: Lot 6: INFILL 3200 TOWNHOUSE BLOCK W1 Lot 2 OPEN 4582 COMMON OPEN BLOCK W6 Lot 8 8787 SFR C)�� BLOCK E2: Lot 7: INFILL 2600 TOWNHOUSE BLOCK E5: Lot 7: INFILL 2600 TOWNHOUSE BLOCK E9 Lot 12 3960 SFR 36' BLOCK W1 Lot 3 8050 SFR BLOCK W6 Lot 9 8187 SFR rN I K� BLOCK E9 Lot 13 4213 SFR 36' BLOCK E2: Lot 8: INFILL 3232 TOWNHOUSE BLOCK E5: Lot 8: INFILL 2600 TOWNHOUSE BLOCK W1 Lot 4 8050 SFR BLOCK W6 Lot 10 8050 SFR r BLOCK E2: Lot 9: INFILL 3855 TOWNHOUSE BLOCK E5: Lot 9: INFILL 3200 TOWNHOUSE BLOCK E9 Lot 14 5043 SFR 36' BLOCK W1 Lot 5 8050 SFR BLOCK W6 Lot 11 8050 SFR 4q�F OF BLOCK E2: Lot 10: INFILL 2600 TOWNHOUSE BLOCK E5: Lot 10: INFILL 3552 TOWNHOUSE BLOCK E9 Lot 15 6262 SFR 36' BLOCK W1 Lot 6 8050 SFR BLOCK W6 Lot 12 8646 SFR D A. 6 BLOCK E2: Lot 11: INFILL 3235 TOWNHOUSE BLOCK E5: Lot 11: INFILL 2733 TOWNHOUSE BLOCK E9 Lot 16 6877 SFR 36' BLOCK W1 Lot 7 8155 SFR BLOCK W7 Lot 1 10166 SFR CHECKED BY: DAVID A. BAILEY P.E. BLOCK E3 Lot 9 OPEN 28850 COMMON OPEN BLOCK E5: Lot 12: INFILL 2730 TOWNHOUSE BLOCK E9 Lot 17 5038 SFR 36' BLOCK W1 Lot 8 8013 SFR BLOCK W7 Lot 2 8050 SFR DRAWN BY: DES BLOCK E3 Lot 10 61559 COMMERCIAL BLOCK E5: Lot 13: INFILL 3360 TOWNHOUSE BLOCK E9 Lot 18 4261 SFR 36' BLOCK W1 Lot 9 OPEN 64978 COMMON OPEN BLOCK W7 Lot 3 8050 SFR BLOCK E3 Lot 11 OPEN 13845 COMMON OPEN BLOCK E5: Lot 14: INFILL 3360 TOWNHOUSE BLOCK E9 Lot 19 OPEN 1416 BUFFER BLOCK W1 Lot 10 8055 SFR BLOCK W7 Lot 4 8050 SFR BLOCK E3 Lot 15: OPEN 20950 BUFFER 50% BLOCK E5: Lot 15: INFILL 2730 TOWNHOUSE BLOCK E9 Lot 20 6149 SFR R8 BLOCK W1 Lot 11 8050 SFR BLOCK W7 Lot 5 8050 SFR BLOCK E3 Lot 16 OPEN 14927 COMMON OPEN BLOCK E5: Lot 16: INFILL 2730 TOWNHOUSE BLOCK E9 Lot 21 4200 SFR R8 BLOCK W1 Lot 12 8066 SFR BLOCK W7 Lot 6 8050 SFR BLOCK E3 Lot 24 OPEN 1933 COMMON OPEN BLOCK E5: Lot 17: INFILL 3360 TOWNHOUSE BLOCK E9 Lot 22 4200 SFR R8 BLOCK W1 Lot 13 8224 SFR BLOCK W7 Lot 7 8050 SFR BLOCK E3 Lot 33 OPEN 23090 COMMON OPEN BLOCK E6 Lot 1 OPEN 3464 END CAP BUFFER BLOCK E9 Lot 23 4200 SFR R8 BLOCK W1 Lot 14 8050 SFR BLOCK W7 Lot 8 9110 SFR BLOCK E3: Lot 1: INFILL 3200 TOWNHOUSE BLOCK E6 Lot 10 OPEN 1575 PATHWAY BLOCK E9 Lot 24 4200 SFR R8 BLOCK W1 Lot 15 8032 SFR BLOCK W7 Lot 9 9284 SFR BLOCK E3: Lot 2: INFILL 2600 TOWNHOUSE BLOCK E6 Lot 19 OPEN 1440 END CAP BUFFER BLOCK E9 Lot 25 4200 SFR R8 BLOCK W1 Lot 16 8115 SFR BLOCK W7 Lot 10 8050 SFR BLOCK E3: Lot 3: INFILL 2600 TOWNHOUSE BLOCK E6: Lot 2: INFILL 3317 COTTAGE BLOCK E9 Lot 26 4200 SFR R8 BLOCK W1 Lot 17 8410 SFR BLOCK W7 Lot 11 8050 SFR BLOCK E3: Lot 4: INFILL 3200 TOWNHOUSE BLOCK E6: Lot 3: INFILL 3077 COTTAGE BLOCK E9 Lot 27 5499 SFR R8 BLOCK W1 Lot 18 8015 SFR BLOCK W7 Lot 12 8050 SFR Common Lots BLOCK E3: Lot 5: INFILL 3200 TOWNHOUSE BLOCK E6: Lot 4: INFILL 2879 COTTAGE BLOCK E9 Lot 28 4304 SFR R8 BLOCK W1 Lot 19 8110 SFR BLOCK W7 Lot 13 8050 SFR Lot Area Perimeter DESCRIPTION BLOCK E1 Lot 2: OPEN 7034 617 BUFFER 50% BLOCK E3: Lot 6: INFILL 2600 TOWNHOUSE BLOCK E6: Lot 5: INFILL 2835 COTTAGE BLOCK E9 Lot 29 4962 SFR R8 BLOCK W1 Lot 20 8050 SFR BLOCK W7 Lot 14 8050 SFR BLOCK E2 Lot 1 OPEN 12144 1002 COMMON OPEN BLOCK E3: Lot 7: INFILL 2621 TOWNHOUSE BLOCK E6: Lot 6: INFILL 2835 COTTAGE BLOCK E9 Lot 30 OPEN 4489 COMMON OPEN BLOCK W1 Lot 21 8054 SFR BLOCK W7 Lot 15 8050 SFR BLOCK E2 Lot 12 OPEN 2296 244 OPEN BUFFER BLOCK E3: Lot 8: INFILL 3245 TOWNHOUSE BLOCK E6: Lot 7: INFILL 2835 COTTAGE BLOCK E10 Lot 1 OPEN 7634 COMMON OPEN BLOCK W1 Lot 22 8975 SFR BLOCK W7 Lot 16 10181 SFR BLOCK E3 Lot 9 OPEN 28850 1255 COMMON OPEN BLOCK E3: Lot 12: INFILL 3200 TOWNHOUSE BLOCK E6: Lot 8: INFILL 2835 COTTAGE BLOCK E10 Lot 2 4037 SFR R8 BLOCK W1 Lot 23 9084 SFR BLOCK W8 Lot 1 10072 SFR BLOCK E3 Lot 11 OPEN 13845 1023 COMMON OPEN BLOCK E3 Lot 15: OPEN 20950 1742 BUFFER 50% BLOCK E3: Lot 13: INFILL 2600 TOWNHOUSE BLOCK E6: Lot 9: INFILL 2835 COTTAGE BLOCK E10 Lot 3 4143 SFR R8 BLOCK W1 Lot 24 8058 SFR BLOCK W8 Lot 2 8132 SFR BLOCK E3 Lot 16 OPEN 14927 660 COMMON OPEN BLOCK E3: Lot 14: INFILL 3119 TOWNHOUSE BLOCK E6: Lot 11: INFILL 2835 COTTAGE BLOCK E10 Lot 4 4200 SFR R8 BLOCK W1 Lot 25 8256 SFR BLOCK W8 Lot 3 8225 SFR BLOCK E3 Lot 24 OPEN 1933 252 COMMON OPEN BLOCK E3: Lot 17: INFILL 4084 TOWNHOUSE BLOCK E6: Lot 12: INFILL 2835 COTTAGE BLOCK E10 Lot 5 4200 SFR R8 BLOCK W1 Lot 26 8050 SFR BLOCK W8 Lot 4 8145 SFR BLOCK E3 Lot 33 OPEN 23090 1870 COMMON OPEN BLOCK E3: Lot 18: INFILL 2776 TOWNHOUSE BLOCK E6: Lot 13: INFILL 2835 COTTAGE BLOCK E10 Lot 6 4200 SFR R8 BLOCK W1 Lot 27 8050 SFR BLOCK W8 Lot 5 8101 SFR BLOCK E4 Lot 5 OPEN 27322 1546 COMMON OPEN BLOCK E5 Lot 1 OPEN 52792 1591 COMMON OPEN BLOCK E3: Lot 19: INFILL 3205 TOWNHOUSE BLOCK E6: Lot 14: INFILL 2835 COTTAGE BLOCK E10 Lot 7 4200 SFR R8 BLOCK W1 Lot 28 8171 SFR BLOCK W8 Lot 6 8357 SFR BLOCK E5 Lot 18 OPEN 1498 233 BUFFER BLOCK E3: Lot 20: INFILL 3200 TOWNHOUSE BLOCK E6: Lot 15: INFILL 2835 COTTAGE BLOCK E10 Lot 8 4200 SFR R8 BLOCK W1 Lot 29 8056 SFR BLOCK W8 Lot 7 8465 SFR BLOCK E5 Lot 19 OPEN 6829 742 COMMON OPEN BLOCK E3: Lot 21: INFILL 2600 TOWNHOUSE BLOCK E6: Lot 16: INFILL 2835 COTTAGE BLOCK E10 Lot 9 4200 SFR R8 BLOCK W1 Lot 30 OPEN 1640 BUFFER BLOCK W8 Lot 8 8280 SFR BLOCK E6 Lot 1 OPEN 3464 284 END CAP BUFFER BLOCK E3: Lot 22: INFILL 2600 TOWNHOUSE BLOCK E6: Lot 17: INFILL 2835 COTTAGE BLOCK E10 Lot 10 4200 SFR R8 BLOCK W1 Lot 31: OPEN 29041 CALKINS LATERAL NO BLOCK W8 Lot 9 8282 SFR BLOCK E6 Lot 10 OPEN 1575 240 PATHWAY BLOCK E6 Lot 19 OPEN 1440 220 END CAP BUFFER BLOCK E3: Lot 23: INFILL 3264 TOWNHOUSE BLOCK E6: Lot 18: INFILL 2827 COTTAGE BLOCK E10 Lot 11 4200 SFR R8 BLOCK W1 Lot 32 OPEN 9737 COMMON OPEN BLOCK W8 Lot 10 8728 SFR BLOCK E7 Lot 1 OPEN 3232 247 END CAP BUFFER BLOCK E3: Lot 25: INFILL 3520 TOWNHOUSE BLOCK E7 Lot 1 OPEN 3232 END CAP BUFFER BLOCK E10 Lot 12 4200 SFR R8 BLOCK W1 Lot 33 OPEN 1622 COMMON OPEN BLOCK W8 Lot 11 8494 SFR BLOCK E7 Lot 9 OPEN 1574 240 PATHWAY BLOCK E3: Lot 26: INFILL 2860 TOWNHOUSE BLOCK E7 Lot 9 OPEN 1574 PATHWAY BLOCK E10 Lot 13 4193 SFR R8 BLOCK W3 Lot 1 8002 SFR BLOCK W8 Lot 12 9318 SFR BLOCK E7 Lot 18 OPEN 1496 226 END CAP BUFFER BLOCK E3: Lot 27: INFILL 2860 TOWNHOUSE BLOCK E7 Lot 18 OPEN 1496 END CAP BUFFER BLOCK E10 Lot 14 OPEN 6098 COMMON OPEN BLOCK W3 Lot 2 8004 SFR BLOCK W9 Lot 1 OPEN 1641 BUFFER BLOCK E8 Lot 1 OPEN 1216 218 BUFFER BLOCK E8 Lot 15 OPEN 2672 248 COMMON OPEN BLOCK E3: Lot 28: INFILL 3520 TOWNHOUSE BLOCK E7: Lot 2: INFILL 2735 COTTAGE BLOCK El Lot 1 OPEN 4532 BUFFER ENDCAP BLOCK W3 Lot 3 8004 SFR BLOCK W9 Lot 2 8123 SFR BLOCK E9 Lot 1 OPEN 39501 1774 COMMON OPEN BLOCK E3: Lot 29: INFILL 3520 TOWNHOUSE BLOCK E7: Lot 3: INFILL 2832 COTTAGE BLOCK El Lot 2 4686 SFR R8 BLOCK W3 Lot 4 8004 SFR BLOCK W9 Lot 3 8247 SFR BLOCK E9 Lot 19 OPEN 1416 222 BUFFER BLOCK E3: Lot 30: INFILL 2860 TOWNHOUSE BLOCK E7: Lot 4: INFILL 2834 COTTAGE BLOCK El Lot 3 4251 SFR R8 BLOCK W3 Lot 5 8001 SFR BLOCK W9 Lot 4 8232 SFR BLOCK E9 Lot 30 OPEN 4489 461 COMMON OPEN zz BLOCK E3: Lot 31: INFILL 2860 TOWNHOUSE BLOCK E7: Lot 5: INFILL 2834 COTTAGE BLOCK El Lot 4 4174 SFR BLOCK W3 Lot 6 8086 SFR BLOCK W9 Lot 5 8050 SFR R8 BLOCK E10 Lot 1 OPEN 7634 392 COMMON OPEN a � BLOCK E10 Lot 14 OPEN 6098 342 COMMON OPEN (n BLOCK E3: Lot 32: INFILL 3544 TOWNHOUSE BLOCK E7: Lot 6: INFILL 2834 COTTAGE BLOCK El Lot 5 4200 SFR R8 BLOCK W3 Lot 7 9030 SFR BLOCK W9 Lot 6 8041 SFR o BLOCK E11 Lot 1 OPEN 4532 359 BUFFER ENDCAP BLOCK E3: Lot 34: INFILL 3751 TOWNHOUSE BLOCK E7: Lot 7: INFILL 2834 COTTAGE BLOCK El Lot 6 4200 SFR R8 BLOCK W3 Lot 8 8137 SFR BLOCK W9 Lot 7 8067 SFR BLOCK El Lot 9 OPEN 1394 232 BUFFER ENDCAP w BLOCK E3: Lot 35: INFILL 2741 TOWNHOUSE BLOCK E7: Lot 8: INFILL 2834 COTTAGE BLOCK El Lot 7 4200 SFR R8 BLOCK W3 Lot 9 OPEN 4074 COMMON OPEN BLOCK W9 Lot 8: OPEN 19588 PUMP STATION NQ BLOCK E11 Lot 10 OPEN 24465 995 COMMON OPEN N � BLOCK E3: Lot 36: INFILL 2615 TOWNHOUSE BLOCK E7: Lot 10: INFILL 2834 COTTAGE BLOCK El Lot 8 4200 SFR R8 BLOCK W3 Lot 10 8001 SFR BLOCK W9 Lot 9: OPEN 28740 CALKINS LATERAL NO BLOCK E12 Lot 6 OPEN 19460 650 COMMON OPEN z BLOCK E13 Lot 1 OPEN 3795 267 COMMON OPEN BLOCK E3: Lot 37: INFILL 3200 TOWNHOUSE BLOCK E7: Lot 11: INFILL 2833 COTTAGE BLOCK E11 Lot 9 OPEN 1394 BUFFER ENDCAP BLOCK W3 Lot 11 8004 SFR BLOCK W9 Lot 10 OPEN 25609 COMMON OPEN BLOCK W1 Lot 1: OPEN 29418 2434 BUFFER 50% BLOCK E3: Lot 38: INFILL 3211 TOWNHOUSE BLOCK E7: Lot 12: INFILL 2833 COTTAGE BLOCK El Lot 10 OPEN 24465 COMMON OPEN BLOCK W3 Lot 12 8005 SFR BLOCK W10 Lot 1 8042 SFR BLOCK W1 Lot 2 OPEN 4582 310 COMMON OPEN BLOCK E3: Lot 39: INFILL 2604 TOWNHOUSE BLOCK E7: Lot 13: INFILL 2833 COTTAGE BLOCK E11 Lot 11 4434 SFR R8 BLOCK W3 Lot 13 7989 SFR BLOCK W10 Lot 2 8227 SFR BLOCK W1 Lot 9 OPEN 64978 1239 COMMON OPEN w BLOCK E3: Lot 40: INFILL 2601 TOWNHOUSE BLOCK E7: Lot 14: INFILL 2833 COTTAGE BLOCK El Lot 12 4200 SFR R8 BLOCK W3 Lot 14 8004 SFR BLOCK W10 Lot 3 12581 SFR BLOCK W1 Lot 30 OPEN 1640 252 BUFFER J 0 z BLOCK W1 Lot 31: OPEN 29041 1391 CALKINS LATERAL NO BLOCK E3: Lot 41: INFILL 3200 TOWNHOUSE BLOCK E7: Lot 15: INFILL 2833 COTTAGE BLOCK E11 Lot 13 4200 SFR R8 BLOCK W3 Lot 15 8004 SFR BLOCK W10 Lot 4 8440 SFR e BLOCK W1 Lot 32 OPEN 9737 838 COMMON OPEN BLOCK E3: Lot 42: INFILL 3200 TOWNHOUSE BLOCK E7: Lot 16: INFILL 2833 COTTAGE BLOCK E11 Lot 14 5069 SFR R8 BLOCK W3 Lot 16 8081 SFR BLOCK W10 Lot 5 8050 SFR BLOCK W1 Lot 33 OPEN 1622 211 COMMON OPEN CA BLOCK E3: Lot 43: INFILL 2600 TOWNHOUSE BLOCK E7: Lot 17: INFILL 2833 COTTAGE BLOCK E12 Lot 1 5592 SFR R8 BLOCK W3 Lot 17 8764 SFR BLOCK W10 Lot 6 8050 SFR BLOCK W3 Lot 9 OPEN 4074 453 COMMON OPEN _ BLOCK E3: Lot 44: INFILL 2600 TOWNHOUSE BLOCK E8 Lot 1 OPEN 1216 BUFFER BLOCK E12 Lot 2 4200 SFR R8 BLOCK W3 Lot 18 8045 SFR BLOCK W10 Lot 7 8081 SFR BLOCK W5 Lot 7 OPEN 68800 1121 COMMON OPEN \ BLOCK W9 Lot 1 OPEN 1641 252 BUFFER / z BLOCK E3: Lot 45: INFILL 3200 TOWNHOUSE BLOCK E8 Lot 2 3601 SFR 36' BLOCK E12 Lot 3 4200 SFR R8 BLOCK W3 Lot 19 8033 SFR BLOCK W11 Lot 1 8000 SFR e BLOCK W9 Lot 8: OPEN 19588 557 PUMP STATION NQ BLOCK E3: Lot 46: INFILL 3200 TOWNHOUSE BLOCK E8 Lot 3 3600 SFR 36' BLOCK E12 Lot 4 4200 SFR R8 BLOCK W4 Lot 1 10016 SFR BLOCK W11 Lot 2 8004 SFR BLOCK W9 Lot 9: OPEN 28740 1346 CALKINS LATERAL NQ BLOCK E3: Lot 47: INFILL 2610 TOWNHOUSE BLOCK E8 Lot 4 3600 SFR 36' BLOCK E12 Lot 5 5945 SFR R8 BLOCK W4 Lot 2 8453 SFR BLOCK W11 Lot 3 8004 SFR BLOCK W9 Lot 10 OPEN F25609T 1408 COMMON OPEN BLOCK E3: Lot 48: INFILL 2724 TOWNHOUSE BLOCK E8 Lot 5 3600 SFR 36' BLOCK E12 Lot 6 OPEN 19460 COMMON OPEN BLOCK W4 Lot 3 8050 SFR BLOCK W11 Lot 4 7994 SFR BLOCK E3: Lot 49: INFILL 3583 TOWNHOUSE BLOCK E8 Lot 6 3601 SFR 36 BLOCK E12 Lot 7 6317 SFR R8 BLOCK W4 Lot 4 8050 SFR BLOCK W11 Lot 5 8476 SFR 0 BLOCK E4 Lot 5 OPEN 27322 COMMON OPEN BLOCK E8 Lot 7 3601 SFR 36' BLOCK E12 Lot 8 4200 SFR R8 BLOCK W4 Lot 5 8078 SFR BLOCK W11 Lot 6 8358 SFR j 0 BLOCK E4: Lot 1: INFILL 3301 TOWNHOUSE BLOCK E12 Lot 9 4200 SFR R8 BLOCK W4 Lot 6 8128 SFR BLOCK W11 Lot 7 8050 SFR BLOCK E8 Lot 8 3601 SFR 36 J BLOCK E4: Lot 2: INFILL 2944 TOWNHOUSE BLOCK E8 Lot 9 3601 SFR 36' BLOCK E12 Lot 10 4200 SFR R8 BLOCK W4 Lot 7 8050 SFR BLOCK W11 Lot 8 8050 SFR W BLOCK E4: Lot 3: INFILL 2926 TOWNHOUSE BLOCK E12 Lot 11 4200 SFR R8 BLOCK W4 Lot 8 8050 SFR BLOCK W11 Lot 9 9833 SFR >- BLOCK E8 Lot 10 3602 SFR 36' BLOCK E4: Lot 4: INFILL 3485 TOWNHOUSE BLOCK E12 Lot 12 5089 SFR R8 BLOCK W4 Lot 9 8452 SFR BLOCK E4: Lot 6: INFILL 3329 TOWNHOUSE BLOCK E8 Lot 11 3602 SFR 36' BLOCK E13 L W ot 1 OPEN 3795 COMMON OPEN BLOCK W4 Lot 10 9984 SFR r 1 BLOCK E4: Lot 7: INFILL 2651 TOWNHOUSE BLOCK E8 Lot 12 3602 SFR 36' BLOCK E13 Lot 2 4188 SFR BLOCK W5 Lot 1 9019 SFR R8 v Q BLOCK E4: Lot 8: INFILL 2620 TOWNHOUSE BLOCK E8 Lot 13 3603 SFR 36' BLOCK E13 Lot 3 4200 SFR R8 BLOCK W5 Lot 2 8060 SFR 0 BLOCK E4: Lot 9: INFILL 3203 TOWNHOUSE BLOCK E8 Lot 14 3603 SFR 36' BLOCK E13 Lot 4 4200 SFR R8 BLOCK W5 Lot 3 8060 SFR BLOCK E4: Lot 10: INFILL 3200 TOWNHOUSE BLOCK E8 Lot 15 OPEN 2672 COMMON OPEN BLOCK E13 Lot 5 4200 SFR R8 BLOCK W5 Lot 4 8060 SFR >. BLOCK E4: Lot 11: INFILL 2600 TOWNHOUSE BLOCK E9 Lot 1 OPEN 39501 COMMON OPEN BLOCK E13 Lot 6 4200 SFR R8 BLOCK W5 Lot 5 8060 SFR 0 BLOCK E4: Lot 12: INFILL 2600 TOWNHOUSE BLOCK E9 Lot 2 3955 SFR 36' BLOCK E13 Lot 7 4200 SFR R8 BLOCK W5 Lot 6 9052 SFR 0 e BLOCK E9 Lot 3 3960 SFR 36' BLOCK E13 Lot 8 4200 SFR R8 j 0 0 J V DATE: 07-30-2025 PROJECT: C2024-006 SHEET V Q o 0 Q c PRELIMINARY PLAT CURVE TALBLES FOR N c STORYROCK SUBDIVISION .� Z A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN = a MERIDIAN, ADA COUNTY, IDAHO '- _ 2025 = W Z ►� LLJ z Curve Table Curve Table Curve Table Curve Table W Q Z u, 0 Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta �� C,3 CO � Z OM C1 100.00 44.06 43.70 N78'09'45"E 25'14'32" C93 123.50 18.24 18.22 N86'33'08"E 8'27'46" C165 26.50 35.49 32.90 S52'05'17"W 76'44'28" C237 1164.00 32.11 32.11 S80'40'23"E 1'34'50" LLJ 0 co J m 9 C2 100.00 29.92 29.81 N82'12'42"E 17'08'40" C94 123.50 8.45 8.45 NO2'44'40"E 3'55'17" C166 26.50 44.26 39.30 N41'41'19"W 95'42'20" C238 1164.00 26.04 26.04 S79'14'30"E 1"6'55" z Ld C3 100.00 62.09 61.10 N15'44'47"W 35'34'32" C95 73.50 34.96 34.63 S21'52'09"E 27*14'59" C167 353.50 46.60 46.57 N09'56'27"E 7*33'13" C239 1164.00 26.02 26.02 S77'57'38"E 1*16'50" V m C4 877.00 125.54 125.44 N06'08'32"E 8'12'07" C96 73.50 11.34 11.33 S03'49'26"E 8'50'27" C168 623.50 35.34 35.34 N12'05'37"E 314'52" C240 1164.00 28.41 28.41 S76'37'15"E 1'23'55" C5 877.00 53.18 53.17 N11'58'50"E 3'28'27" C97 123.50 20.13 20.10 S86'06'55"W 9*20'14" C169 623.50 70.04 70.00 N07'15'06"E 6*26'10" C241 76.50 34.67 34.38 S88'54'21"E 25'58'07" S�p N AL FN C6 50.00 66.97 62.07 N52'05'17"E 76'44'28" C98 76.50 17.83 17.79 S84'06'18"W 13'21'26" C170 623.50 35.49 35.48 NO2'24'11"E 3'15'40" C242 123.50 9.33 9.33 S80'16'30"W 4'19'48" CD�'\o� TFR C7 200.00 195.87 188.13 S27'07'52"E 56'06'45" C99 76.50 15.87 15.84 S71'29'02"W 11'53'06" C171 900.50 92.92 92.88 N04'59'50"E 5'54'43" C243 123.50 27.02 26.96 S88'42'26"W 12'32'05" Q� Q- O <0 C8 200.00 151.14 147.57 S33'32'20"E 43*17'50" C100 533.00 69.12 69.07 S16'41'59"E 7'25'49" C172 123.50 76.68 75.46 N15'44'47"W 35'34'32" C244 123.50 19.62 19.60 N80'28'24"W 9*06'14" y N U r C9 200.00 43.59 43.50 S05'38'49"E 12'29'11" C101 76.50 22.89 22.81 N07'47'18"W 17'08'40" C173 123.50 86.62 84.85 N20'51'52"E 40'11'01" C245 163.75 70.46 69.92 N84'27'19"E 24'39'17" .Z_ C10 100.00 27.50 27.41 N08'28'27"E 15'45'21" C102 553.00 53.87 53.85 N29'41'05"W 5'34'52" C174 900.50 24.03 24.03 N00'00'29"E 1'31'45" C246 1002.00 127.59 127.51 S79'34'10"E 7*17'45" pgTF OF C11 100.00 21.79 1 21.75 N05'38'49"W 12'29'11" C103 76.50 15.10 15.07 N85'16'16"E 11'18'28" C175 76.50 4.79 4.79 N88'44'55"E 3'35'26" C247 3467.00 101.04 101.04 S75'05'12"E 1'40'11" C12 100.00 80.78 78.60 N35'01'52"W 46*16'56" C104 76.50 61.22 59.60 N56'41'34"E 45'50'56" C176 76.50 13.06 13.05 N84'38'57"W 9'47'05" C248 76.50 15.37 15.35 N06'21'14"E 11'30'53" CHECKED BY: C13 100.00 53.94 53.28 N73'37'25"W 30*54'10" C105 26.50 30.51 28.85 N32'22'57"W 65'57'28" C177 576.50 35.54 35.53 S00'59'37"E 3'31'56" C249 76.50 16.67 16.64 N05'38'49"W 12*29'11" DAVID A. BAILEY P.E. DRAWN BY: C14 300.00 85.55 85.26 N81'14'02"W 16'20'23" C106 26.50 11.03 10.95 N77'17'16"W 23'51'10" C178 576.50 47.63 47.61 S05'07'35"E 4'44'01" C250 1117.00 19.92 19.92 N76'25'56"W 1'01'18" DES C15 3443.50 171.73 171.72 N74'29'34"W 2'51'27" C107 50.00 41.82 40.61 N66'38'16"E 47'55'02" C179 276.50 24.14 24.13 S09'59'39"E 5'00'08" C251 1117.00 26.01 26.01 N77'36'37"W 1'20'03" C16 978.50 124.60 124.52 N79'34'10"W 7'17'45" C108 26.50 41.66 37.50 S44'25'14"E 90'04'16" C180 276.50 54.20 54.11 S18'06'38"E 1113'49" C252 1117.00 26.04 26.04 N78'56'43"W 1'20'08" C17 140.25 56.75 56.37 S85'11'24"W 23*11'08" C110 123.50 21.09 21.07 S84'38'57"E 9'47'05" C181 576.50 63.49 63.46 S10'33'45"W 6*18'36" C253 1117.00 32.10 32.10 N80'26'11"W 1'38'48" C18 100.00 42.94 42.61 S21'28'04"W 24'36'05" C111 55.00 4.92 4.92 N39'14'49"E 5'07'48" C182 323.50 23.20 23.19 S21'40'18"E 4'06'30" C254 1117.00 34.68 34.68 N82'08'56"W 1'46'44" C19 100.00 87.49 84.73 S08'42'14"W 50'07'45" C112 900.50 18.61 18.61 N13'07'31"E 1'11'04" C183 323.50 113.83 113.25 S09'32'12"E 20'09'41" C255 1117.00 3.49 3.49 N83'07'40"W 010'44" C20 100.00 127.16 118.76 S52'47'19"E 72'51'22" C113 55.00 66.45 62.48 NO2'24'09"E 69*13'24" C184 475.00 140.17 139.66 N23'09'33"W 16'54'27" C256 123.50 22.47 22.44 N78'00'14"W 10*25'36" C21 100.00 57.57 56.77 S72'43'23"E 32'58'58" C114 55.00 34.63 34.06 N55'03'02"E 36'04'21" C185 525.00 294.68 290.82 N15'31'59"W 32'09'34" C257 123.50 27.21 27.15 N66'28'47"W 12'37'17" C22 50.00 78.37 70.59 S44'18'32"E 89'48'39" C115 55.00 60.76 57.72 S75'15'50"E 63*17'54" C186 76.50 22.89 22.81 N82'12'42"E 17'08'40" C258 123.50 26.34 26.29 N54'03'37"W 12*13'04" C23 100.00 6.84 6.84 S02'44'40"W 3'55'17" C116 55.00 46.74 45.34 N75'56'25"E 48'41'23" C187 123.50 4.88 4.88 N88'04'57"W 215'49" C259 123.50 20.02 20.00 N43'18'25"W 9'17'20" C24 100.00 47.96 47.50 S77'11'05"W 27'28'49" C117 55.00 35.87 35.24 S61'01'49"E 37'22'08" C188 257.00 77.53 77.24 N07'43'04"W 17*17'08" C260 123.50 26.10 26.05 N32'36'32"W 12'06'26" C25 140.25 7.37 7.37 S35'16'23"W 3'00'33" C118 55.00 38.36 37.59 S22'21'47"E 39'57'57" C189 123.50 27.36 27.31 N80'36'12"W 12'41'42" C261 3482.00 32.00 32.00 S74'55'44"E 0'31'36" C26 100.00 45.32 44.94 N88'54'21"W 25'58'07" C119 55.00 45.56 44.27 S21'20'58"W 47'27'32" C190 123.50 29.13 29.06 N67'29'55"W 13'30'52" C262 3482.00 26.00 26.00 S75'24'23"E 0'25'40" C27 1140.50 145.23 145.13 N79'34'10"W 7*17'45" C120 55.00 49.85 48.16 N10'43'03"E 51'55'44" C191 123.50 9.72 9.72 N58'29'11"W 4'30'36" C263 3482.00 18.31 18.31 S75'46'15"E 0*18'05" C28 100.00 98.89 94.91 N54'53'11"W 56'39'43" C121 55.00 30.09 29.72 N30'55'19"W 31'21'00" C192 576.50 66.76 66.72 SO4'05'24"W 6'38'06" C264 1017.00 19.92 19.92 S76'28'57"E 1'07'20" C29 40.00 11.97 11.93 S82'12'45"W 17'08'46" C122 55.00 49.85 48.16 N72'33'41"W 51'55'44" C193 830.15 202.11 201.61 N09'54'05"E 13'56'58" C265 1017.00 26.01 26.01 S77'46'35"E 1'27'56" C30 100.50 33.26 33.11 N36'02'13"W 18'57'49" C123 55.00 21.45 21.32 S70'18'00"W 22'20'53" C194 55.00 32.79 32.31 N66'22'35"E 34'09'43" C266 1017.00 26.04 26.04 S79'14'34"E 1'28'02" C31 140.25 97.49 95.54 S53'40'58"W 39'49'43" C124 55.00 9.39 9.38 S54'14'12"W 9'46'45" C195 55.00 66.35 62.40 S61'58'52"E 69'07'24" C267 1017.00 32.12 32.12 S80'52'53"E 1'48'35" C32 100.00 29.92 29.81 N07'47'18"W 17'08'40" C125 55.00 8.94 8.93 S52'51'41"E 9*19'00" C196 76.50 66.93 64.82 S08'42'14"W 50'07'45" C268 1017.00 3.49 3.49 S83'07'09"E 0*11'47" C33 233.50 70.44 70.18 N07'43'04"W 17"7'08" C126 55.00 21.52 21.38 S68'43'46"E 22'25'10" C197 55.00 36.97 36.28 S08'09'52"E 38'30'37" C269 178.75 3.88 3.88 S83'50'20"E 1"4'36" C34 50.00 83.52 74.14 S41'41'19"E 95'42'20" C127 55.00 39.86 38.99 N79'18'05"E 41'31'09" C198 55.00 29.46 29.11 S26'26'04"W 30*41'15" C270 178.75 32.25 32.20 S89'37'42"E 10*20'09" C35 377.00 49.70 49.67 S09'56'27"W 7'33'13" C128 400.50 14.53 14.53 S07'59'09"W 2'04'45" C200 60.00 11.91 11.89 N79'19'37"E 11'22'29" C271 77.00 4.92 4.92 N28'23'08"W 3'39'37" C36 100.00 99.76 95.67 S62'20'48"W 57'09'23" C129 55.00 30.38 30.00 N42'42'54"E 31*39'12" C201 60.00 6.04 6.04 N87'54'00"E 5*46'17" C272 123.50 6.37 6.37 N14'52'59"W 2*57'19" C37 600.00 135.56 135.27 S07'14'42"W 12'56'42" C130 55.00 56.08 53.68 NO2'19'21"W 58'25'18" C202 77.00 20.57 20.51 N37'52'02"W 15"8'12" C273 123.50 29.81 29.74 N06'29'24"W 13'49'50" C38 600.00 86.56 86.48 S03'21'37"E 8'15'57" C131 55.00 8.74 8.73 N36'05'08"W 9'06'17" C203 55.00 12.12 12.10 N39'12'15"W 12'37'47" C274 123.50 29.81 29.74 N07'20'26"E 13'49'50" C39 300.00 84.99 84.71 S15'36'34"E 16*13'57" C132 55.00 8.73 8.72 N37'15'46"E 9'05'54" C204 55.00 29.86 29.50 N17'20'05"W 31'06'34" C275 123.50 29.81 29.74 N21'10'16"E 13'49'50" C40 300.00 127.08 126.13 S11'35'27"E 24"6'11" C133 55.00 56.79 54.30 NO3'07'57"E 59'09'44" C205 55.00 32.47 32.00 N15'07'57"E 33'49'29" C276 123.50 12.25 12.24 N30'55'39"E 5'40'56" C41 100.00 61.86 60.88 S71'44'03"E 35'26'37" C134 55.00 43.61 42.48 N49'09'50"W 45'25'50" C206 55.00 56.52 54.07 N61'29'06"E 58'52'48" C277 76.50 32.85 32.60 N21'28'04"E 24'36'05" C42 100.00 41.15 40.86 N78'45'18"E 23'34'40" C135 55.00 56.42 53.98 S78'44'02"W 58'46'25" C207 66.08 0.00 0.00 S89'04'30"E 0'00'01" C278 955.00 2.73 2.73 N83'08'08"W 0'09'49" C43 100.00 6.27 6.27 S88'44'55"W 3'35'26" C136 26.50 41.66 37.50 S44'25'14"E 90*04'16" C208 55.00 119.37 97.28 S26'54'01"E 124'20'57" C279 116.75 43.02 42.78 S86'13'34"W 21'06'48" C44 50.00 78.48 70.67 S45'34'46"W 89'55'44" C137 26.50 41.59 37.45 S45'34'46"W 89'55'44" C209 20.00 28.20 25.92 1 S05'07'20"E 80'47'35" C280 116.75 21.39 21.36 S39'00'58"W 10'29'42" C45 50.00 78.60 70.75 S44'25'14"E 90'04'16" C138 123.50 7.74 7.74 S88'44'55"W 3'35'26" C210 124.00 41.04 40.85 S36'02'13"E 18'57'49" C281 123.50 123.20 118.15 S62'20'48"W 57'09'23" C46 174.50 170.90 164.15 S27'07'52"E 56'06'45" C139 900.50 33.90 33.90 N06'24'53"W 2'09'24" C211 123.50 59.23 58.67 N77'11'05"E 27'28'49" C282 105.00 19.15 19.13 N28'32'35"E 10*27'03" C47 225.50 170.41 166.38 S33'32'20"E 43'17'50" C140 76.50 130.90 115.50 N41'31'31"E 98'02'14" C212 123.50 20.02 20.00 S84'25'50"E 917'20" C283 105.00 41.04 40.78 N12'07'17"E 22'23'34" C48 100.00 95.22 91.66 N63'15'57"E 54'33'23" C141 123.50 51.57 51.20 S78'34'49"W 23'55'38" C213 123.50 21.56 21.53 S74'47'05"E 10*00'11" C284 210.00 63.35 63.11 S07'43'04"E 17*17'08" C49 50.00 78.68 70.81 S44'27'48"E 90'09'23" C142 123.50 32.59 32.50 S59'03'25"W 15'07'10" C214 123.50 25.03 24.98 S63'58'40"E 11'36'38" C285 105.00 31.68 31.56 N07'43'04"W 17"7'08" o C53 100.00 75.89 74.08 N14*14'50"E 43'28'51" C143 123.50 13.34 13.33 N57'06'24"W 6*11'19" C215 123.50 3.90 3.90 S57'16'07"E 1'48'26" C286 55.00 48.12 46.60 S08'42'14"W 50'07'45" U C54 877.00 126.52 126.41 NO3'21'37"W 8*15'57" C144 123.50 63.06 62.38 N74'49'43"W 29-15'18" C216 225.50 220.84 212.12 N27'07'52"W 56'06'45" C287 123.50 36.89 36.75 S07'48'14"E 17'06'48" o C55 100.00 156.69 141.14 N45'39'35"E 89'46'27" C145 123.50 50.82 50.46 S78'45'18"W 23'34'40" C217 225.50 4.59 4.59 N01'30'31"E 1110'01" C288 123.50 9.59 9.59 N18'35'07"W 4'26'57" w C64 100.00 17.08 17.06 S84'38'57"E 9'47'05" C146 276.50 83.02 82.71 N08'03'28"W 17*12'12" C218 123.50 28.55 28.49 S18'30'46"E 13*14'44" C289 76.50 5.24 5.23 S02'44'40"W 3*55'17" W ~ N o C67 50.00 78.60 70.75 S44'25'14"E 90'04'16" C147 76.50 31.48 31.26 N78'45'18"E 23'34'40" C219 123.50 1.31 1.31 S11'35'14"E 0'36'22" C290 123.50 29.81 29.74 N27'43'30"W 13'49'50" LLJ z C68 76.50 60.51 58.94 S39'01'07"E 45*18'58" C148 76.50 47.32 46.57 S71'44'03"E 35'26'37" C220 123.50 25.61 25.56 S05'20'38"E 11'52'50" C291 123.50 29.81 29.74 N41'33'20"W 13'49'50" C69 76.50 28.38 28.22 S72'18'20"E 21"5'28" C149 123.50 37.58 37.43 S11'45'42"W 17'25'58" C221 123.50 29.71 29.64 S07'29'15"W 13'46'56" C292 123.50 29.81 29.74 N55'23'10"W 13'49'50" C70 76.50 8.39 8.38 S86'04'32"E 6*16'56" C150 123.50 22.72 22.68 S02'13'27"E 10*32'18" C222 174.50 68.13 67.69 N23'04'28"W 22'22'07" C293 123.50 29.81 29.74 N69'13'00"W 13'49'50" v 1 z V C71 323.50 92.26 91.94 N81*14'02"W 16'20'23" C151 853.50 8.56 8.56 S07'12'21"E 0'34'30" C223 276.50 77.84 77.59 S81'20'1VIE 16'07'50" C294 123.50 28.20 28.14 N82'40'28"W 13'05'06" W C72 100.00 6.60 6.60 N87'11'06"W 3'46'49" C152 853.50 76.24 76.21 SO4'21'34"E 5'07'04" C224 174.50 38.03 37.95 N05'38'49"W 12'29'11" C295 76.50 0.99 0.99 S85'39'51"E 0'44'18" J 0 z C81 3420.00 170.56 1 170.54 N74'29'34"W 2'51'27" C153 853.50 38.33 38.32 1 S00'30'50"E 2'34'23" C225 174.50 38.03 37.95 1 N05'38'49"W 12*29'11" C296 76.50 4.06 4.06 S87'33'15"E 3'02'30" m C82 467.00 152.81 152.13 S08'49'38"E 18'44'53" C154 76.50 119.86 107.97 S45'39'35"W 89'46'27" C226 154.50 33.67 33.60 S05'38'49"E 12'29'11" W C83 467.00 109.31 109.06 S24'54'25"E 13'24'42" C155 623.50 19.91 19.91 N00'08'33"W 1'49'47" C227 154.50 33.67 33.60 S05'38'49"E 12*29'11" P/L P/L C84 955.00 44.85 44.85 N77'16'01"W 2'41'27" C156 623.50 69.87 69.83 N04'16'03"W 6'25'14" C228 76.50 61.79 60.13 N35'01'52"W 46"6'56" 20 -0 C85 123.50 53.03 52.62 S21'28'04"W 24'36'05" C157 623.50 0.17 0.17 N07'29'08"W 0'00'56" C229 76.50 41.26 40.76 N73'37'25"W 30'54'10" 10'-0" 10'-0" 8" THICK CONCRETE RIBBON CURB 6" - 3/4" MINUS CRUSHED GRAVEL C86 76.50 44.21 43.60 S72'39'33"E 33'06'38" C158 323.50 52.59 52.53 N12'09'00"W 9*18'49" C230 76.50 36.69 36.34 S77'11'05"W 27'28'49" i Z EXTEND GRAVEL AND PIT e C87 533.00 28.94 28.93 S30'03'27"E 3'06'38" C159 123.50 40.03 39.86 N81'15'40"E 18'34'17" C231 76.50 6.00 6.00 S28'48'04"E 4'29'31" SLOPE 2.00% SLOPE 2.00% RUN 6" PAST CURB. (TYP.) C88 123.50 6.09 6.09 N66'57'18"E 2'49'37" C160 76.50 47.50 46.74 S15'44'47"E 35'34'32" C232 76.50 37.63 37.25 S45'08'15"E 28*10'51" I LL C89 123.50 30.07 30.00 N75'20'41"E 13'57'09" C161 853.50 29.68 29.68 S03'02'15"W 1'59'33" C233 76.50 26.32 26.19 S69'04'58"E 19'42'35" 2 1/2" ASPHALT C90 123.50 16.83 16.82 S77'32'35"W 7'48'26" C162 400.50 32.80 32.79 S11'22'17"W 4'41'32" C234 76.50 5.71 5.71 S81'04'39"E 4*16'47" EXTEND GRAVEL AND PIT PAVEMENT RUN 6" PAST CURB. (TYP.) C91 73.50 68.91 66.42 S62'21'15"E 53*43'13" C163 853.50 78.93 78.90 S06'40'59"W 5*17'55" C235 1164.00 20.55 20.55 S82'42'41"E 1'00'42" L4" - 3/4" MINUS CRUSHED GRAVEL STANDARD ROLLED C92 26.50 41.70 37.53 N44'27'48"W 90'09'23" C164 853.50 65.33 65.31 S11'31'30"W 4'23'07" C236 1164.00 15.08 15.08 S81'50'04"E O'44'32" CURB & GUTTER (TYP.) AS PER 14" - 6" MINUS PIT RUN 0 ACHD sD-702 20' RIGHT-OF-WAY U J J TYPICAL ALLEY SECTION U NOT TO SCALE W y U W ROW ROW ROW 10' WIDE 5" THICK 0 CONCRETE SIDEWALK 48.00' CUT LINE -7 (PER ISPWC SD 709) i (W/ 1' FLAT LANDING f13.5' 5'-0" 8'-0" 28'-0" 28'-0" 8'-0" 5'-0" EITHER SIDE) 10.00' P/L 47'-0„ P/L 1.75% 2 _0°° 2°_0° 1.75% 3.00' 7'-0" 26'-0" 26'-0" 7'-0, GRAVEL U f 0.25% f 0.25% 1 75%� f9 3 .7' SHOULDER 33'-0" ~ f 0.25% VARIES � .� .� .� .�/ y 2% 2% r �/ / / \/\\j\\/\\j\\j\\j\\j\\j _ \ \j\/ A:7 •00' 2% ---EXISTING 2% MIN. 2 FEET CUT 1'-0" 1'-0" �����i���/������ ����f��% /���/���� / //V/ 0 F EXISTING EDGE 4" 0 F 3 4" BASE �%� /i 4" 0 F -3/4" BASE ` \,VA��A/,AAjiAAjiAAjiAAj/AA/AA/AA i /AA/AA/A Aj/AAj/AAj/AAj/ / /�y OF PAVEMENT 5'-O" 8'-0" 8'-0" 5 16'-6" 16'-6" - - 14'-6" 14'-6" 5' WIDE 5" THICK CONCRETE 2 1 2" ASPHALT PAVEMENT STANDARD 4" OF -3/4" BASE /\/\/\\�j \\ \/\�\ \' 3" ASPHALT PAVEMENT J / 5' WIDE 5" THICK CONCRETE SIDEWALK (ACHD SD 709) SP-3, 1/2" MIX, PG 64-28 VERTICAL CURB SIDEWALK (ACHD SD 709) 4" -3/4" AGGREGATE BASELIJ SIDEWALK TO BE A MIN. TBC 4" -3/4" AGGREGATE BASE & GUTTER (TYP) SIDEWALK TO BE A MIN. TBC 26" -6" PIT RUN ELEVATION OR MAX 6" ABOVE 12" -6" PIT RUN AS PER ACHD SOD ELEVATION OR MAX 6" ABOVE 2'x3' SAND INFILTRATION WINDOW 12 I EXTEND " MINUS AND v SLOPE 2.00% SLOPE 2.00% CENTERLINE SD-701 CENTERLINE CONTINUOUS ALONG FRONTAGE. 4 EXTEND 4" MINUS AND (INFILTRATION WINDOW TO EXTEND PITRUN 6" PAST CURB. STANDARD VERTICAL CURB 6" OF 3/4" (TYP.) & GUTTER (TYP) AS PER PITRUN 6" PAST CURB. A MIN. OF 1' INTO FREE DRAINING ACHD SD-701 (TYP.) MATERIAL) MINUS SHOULDER 4" - 3/4" MINUS CONCRETE CRUSHED GRAVEL SIDEWALK (TYP.) GRAVE( SIDE SLOPES DATE: ONLY THIS SIDE 2 1/2" ASPHALT 47 '2'T"' " - 3/4" MINUS CRUSHED SOD SIDE SLOPE WINDO NOTW COVER SAND 07-30-2025 PAVEMENT GRAVEL (COMPACTION REQUIRED) ONLY (THIS SIDE), PROJECT: 47' RIGHT-OF-WAY CURBD &DGUTTERD( OR TYP.)6AS PER AL 70 RIGHT-OF-WAY DO NOT COVER SAND C2024-006 PLANS ENTRANCE SECTION AMITYWIROAD WIDENING SHEET TYPICAL STREET SECTION 12" - 6" MINUS PIT RUN NOT TO SCALE NOT TO SCALE TYPICAL SECTION SEEMS TO SCALE V c MENEM co aMco NK N � V W ■� Z Z W Z FE W W z W a MENEM Z W Y Z oM W ° `° Q� U z w V V m �S�pN AL FNG Q�c) <,G\STFQ�O )3 pgTF OF A. BPS CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DES z 0 U V) W 0 � W Q N_ o Lu 0:: z 0 z U ,L 0 Z e _ e � e Z Q ® w 0 a- 0 O JW > U W 0 0 Q z � c� 0 J 0 J W — V DATE: 10-10-2024 PROJECT: C2024-006 SHEET V Q o 0 Qco n MENEM co aMco NK N � V W ■� Z Z W Z FE W W z W a MENEM Z W Y Z oM W ° `° Q� U z w V V m �S�pN AL FNG Q�c) <,G\STFQ�O )3 pgTF OF A. BPS CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DES z 0 U V) W 0 � W Q N_ o Lu 0:: z 0 z U ,L 0 Z e _ e � e Z Q ® w 0 a- 0 O JW > U W 0 0 Q z � c� 0 J 0 J W — V DATE: 07-25-2024 PROJECT: C2024-006 SHEET M ADJACENT PROPERTIES FOR STORYROCK SUBDIVISION T W ■� Z F co Q A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 Z TOWNSHIP 3 NORTH, RANGE 1 NEST, BOISE MERIDIAN Z MERIDIAN, ADA COUNTY, IDAHO = 5 2025 ' IL W Z � w W z W — Z w � v Y Z oM W ° co � m0 zw cq lA � m N AL F,yci S1225347182 0� �G\S T F Q� �fi0 _ �810 W AMITY RD � WEST AMITY \ �Ij> � IZmu% COMMONWEALTH TR ST \ S1225438400 \ S1225336510 510 W AMITY RD F OF 1350 W AMITY RD S1225347115 \ LAIDLAW, VICTORIA A S1225449450 S1225449650 qv/p A gP� C4 LAND LLC 1000 SOME RD S1225438775 \ 320 W AMITY AVERD GUY, SOME 772 W AMITY RD \ GRHH AMITY LLC S MERIDIAN LL GRHH AMITY LLC FAUDE, WAYNE R FAUDE, GERRY M CHECKED BY: \ DAVID A. BAILEY P.E. 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PVC I+I - - - o / /j// �� \ + 1 / \ \ o .n� 12" STP 724.41' I I SSMH A5 / / \ /� I II \ I LE.(N)=2738.95' \ I 725.59' / SSMH 1 i// ///,/// 2 \ \ I.E. S 2738.96' 12" CMP "� f E.(N)=2728.95' / // DSALL DR \ UK " 29;I 2734-wl O _w w w I I I \ \ \ SSMH G1- \ \ -I' \ \ - ' w, . I ` 2+CL0 I.E. S =2728.93'$ _ / I \ \ \ \ \ \ \ \ \ - I 6�" PVC Riser \ \ / 6 9 �� 7 \ \ G ` \ I I F I \ W / - , / - o / w a \ SMH G2 r l SS ---0---{� \ \ " _ I i i- , \ __ 273s — - - x_ = -- -=_ _ o T - _-_ I w \\ \\ \ \ SIH G3 �\ w Septic Lid House X 0I I► \\ \ \ \ \ It O \ 3 \ \ \ \ 10 -------- --� I j\ I \ I \ 2�; \ \\) O SSMH F 1 \ 1119+1 0-art I s -�-+ -- I \ \ om SSMH A6 / , \1\\\ \ / + \ \ \� \� W��w w w w " ( w w / w �W \� W 0" PVC \\\ °\\\\\�\ /`\\ 1 \ \ �R�CKHILL c\l \ - - — \ �� < _ l�rt _ Garage \ j \ \ 15.00' I \ .E.(E)=2727.45' \\ \ \\ \ \ \ \ \ \ \ I \ (Note 4)� \ - \r' 1 A 'd w A a v v3 \ V A \ /EGR L s a L I \ v O E.(W)=2726.10'v ��� \�\\\ �`v V A\ 4 V A V \ EGR u v V) LLJ \ \ 1 \ " o f EGR \ < \ I Fq\\ \ Lj Q % % PI PI PI IIII \ \ LLJ d II \ \ 16 \\ \ \ ` \ \ SMH\ G4 5L0 8 \ 12 RCP \ \ - 1 \ \ E 9 \ I.E.(NW)=2739.22' \ \ v \ \ A B d v V \ I.E. SE =2739.23' \ \ \ 2 \\\ \ " \ \ \ \ \ - 1 7 15 14 \ \ �� \ L D��K W5 \ \ BLOC I \ \ � \ `, w \ \ \ W ® Z \ SMH A8 9 \ \ \ f .� �\�\\\ \ SSMH F3 \\ \ \ \ \ \ \\ \ � Existing Parcel Lin \ cad \ \\mow__ w w w wow w w w w w w \ \ \ \ s \ IIII \ 2 \_3+00 - \ 3+74 \ W MUNST+IO R `�\ \\�\\\\ 0.0 �` + 6 \� _w SSMH\G5 \ SSMH B12 U \ \ \ \ \\ \ \ = \ \\ \ $ \ C43 \ w E SSMH Ate/ SSMH F2 - �I BL oC �W _ \ SSM �11 \ \ \ \ doh\\�� \ � \ \ O \ \\ \ 6" STP Riser II \ _ \\ \ 2 24 \ 3 \ \ \\ \\ \��\\ \\\\\\\ \\\ 9 \\ g \\\ 4 \\ \ I I 6„' IPVC Riser BLOCK E1\, \ J�9 L.L i III \ 191 \ \ \ \ \ \ \ \ ec\ \ \ 4 \ \\ \ f \ 5 \ s \ \AI � I I \ \ \1\\ \ 4 \ 5 6 7 � � w N 11 « l o n �"—► M M \ N \ BLOC \ \ \ \ \ \ \ \ \ \\ \ `� \ \\ \ \ \ I I \ I \ \ �Q li W SENDAK DR II \ \ \ \ \ \ \ ! \ \ Z 2 ;- \\ \ I \ \ \ g \ \ 0 TT—$ $ PI— �2—PI PI PI PI-PI P` PI PI I\ PI D SSMH A� \ \ \ \ \ — BLOCK W7 \ \ \ ��\\�\\\\ \�.\ \ _ « lof \ 6 O I 2 \ \ \ \\ \ I % III : 1 6: — �4 1 3 2 \ 1 \ \ 1 0 \ g 12" CMP \ \ \ F� \\\\\\ SSMH' 613 \ \\ \ op� \ \ I.E.(NW)=2728.14; \ \ \ R \\ \ \\ OCK WS \ \ s\ \ \ \ \ I ' I \ + \ \ I.E.(SE)=2728.16 \ \ \\ \\ �> \ \ \ \ I I \ Lj BLOCK W10 \ I gcfl \ \ \ \\ \\ \ \ \ \ 7 9 I 2� ` \\ \ \ \ SSM All \ \ \\ SSM�1 I \ SSMH Al2 I « s \ - 14 w w 1 + 0 w w�8+00 w \ w w w w w w w a G� \ a\\� I - \ _ _� _ _ rt` LKIEIl DR o 20+ 0 21 +�0 w0 4+0 I � �25+00 \2j 8 S s�la s=s�—s s F a s��s—�s a�—sue—s \ \ i �O� \ \' \� — A v \ a I W T Nl D R a v v v 0 1�v�� \ A\ \ o v v v v v < �� V v \ 8" PVC � \ \ �F \ \\ \ \ SSM\H Al 4 \ SS11i�F��\ \� \III .�\ )) \ z \ \ /n =2715.68' I SSMH A10 \ V A I� A \ v v \ V A v A �� \ G \ \ \ \ \ \ ST EQUALIZATION \ \ \ \ \ \ \\ ASIN�ANRESSURtD \ / 1 5 I 6 T �� \ 1 \� \ 4 \ \ 6 7 \ \\\ \'I-, ` c� \\\ AGATIO\�ru�P �/ 4 \ I / o / \ \ \\\ \� / 2� \ BLOCK W10 // SSMH E1 BLooW11 / I /� \\ \\ BL CK W11 \I \�\ \\� \ \� '\ W / _ �F 1 \ _ \ \1 \ \ \ \ N TO 7 2_ _ — _ _ C _ — _TD.B— X X 2" PVC PK nail found in tree \ - Toa T� 1 326.E - +roeT — \ \ \ \\ \ \\ \ w\ \ \ -717.56 716.15' Fo \ of\ F \ I � 60 0 30 60 120 0-0-2025 PROJECT: C2024-006 SCALE IN FEET SHEET 1"=609 PRELIMINARY SEWER PROFILES FOR " oo SEWER U N E A PROF EE STORYROCI� SUBDIVISION Sao v N (5w A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 2740 ERIDIAN z ERIDIAN, ADA COUNTY, IDA 0 = g 2025 a z = C� w 00 W Z o oc w r � z W 5 � � o W00 _� (6 cNV. Op O SSMH A6 00 00 M STA:10+79. 3 - - cq Z LUM Q N cv r z RIM:2726.7 Q? Q? o SSMH 8 ? LU o 2 N - 0 N N ' 00 -1. STA:13 90.542730 - � wM r RIM:27 3.36 rn � jINV IN:270 .70 8 E + NH wM r- z z INV IN 2702.14 8S NINV OUT:27 0.60 8"W N - - o ' INV 0 T:2702.04 8E ' O w00 z > > > r- 00 Sao + � � r � � pNALao � � Q o - FNc 0) to 0) � — N > O (^0 c6 I'l ! O��' �G\S T F Q� rn � - - (� (n � z Q + , N � Q O Q � � • coN — _ ° NZ0 N Q M N 0 i g ^^'' ) I I�mu = 00N - � (n (n0' ZZ 2720 f^ a � _ — �, oD A, __ p F O F \ z _ -_ - W00 d0 � "1 00 ---- - — A. — 3 000 a 0) / — - - - w ao 00 o r � °0 01 CHECKED BY: DAVID A. BAILEY P.E. ao V) N� 0) co a)0; NH ��/ DRAWN BY: 0 0) n0) 00NH 2cON ? O �� DES Lf i = 0 0 6 - w N 2 Lo N Z 0 Q �_ > > NOcpc(D Q + N � mQ � » � ZZ (n + ON 2N ZO NQNZ NN ZZ 271 (nofZ - - - IL ° IILF o 28LFC— I I ° -80-157C139 L C—C 138 LF C—C II 27001 ° � 2 7 LF C—C I I ' 210 LF C—C I I 210 LF C C 30 L 8" PVC ®0.40% ° 123 LF C—C 29 LF " PVC ®0. 0� (34 LF C—C) 86 LF C—C ° 218 LF C—C (33 LF C—C) 2690 2680 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 2740LD 00 N I� wo M O Lo OO ro wN Z . SON (n 00 w 0o Q + P7 W W� Ou N sco co = NN0 N Z00 NN c0U') � Q � > W O rM (6 Lo w cD N N Z 0= z 000 0)Ocq M � 000. p0� � � Opp0 � 0 N O � � � � r, N � I- ifjl-, V / 1 N^ Uj0 Q + 404 Q + NNH 00 00W ItC4 2Mol � Z0 M � ZO 2730 I t I U Q +N N N H > > N > > W 0� icy) C) 0 n � � 2NNZ0 (n (n (n0_ ZZ z BCD OWN Loqo Q + N N N � e 2 �NOI� Z Z - - - - - _ LL - - 0 > > 0 V) e -- 2720 e z ® W W II�� 0 UJ 2710 W J W 204 LF C- ° 55 LF 8 PVC ®0.4 59 LF -C W � U 76 LF 8" PVC 00. 0% n/ 0 (80 LF C-C) L.L o 2700 Q 6� V 0 J ® J 2690 th HORIZONTAL SCALE OF 1" = 50' VERTICAL SCALE OF 1" = 5' 50 0 25 50 100 DATE: 10-10-2024 PROJECT: SCALE IN FEET C2024-006 1"=50' SHEET 2680 MINOR 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 25+78 ap I PRELIMINARY SEWER PROFILES FOR " oo STORYROCK SUBDIVISION .__ Z F SEWER ENE B PROFILE co A TOWNSHIP 3 NORTH PORTION OF THE ,RANGE OF Tx WEST,NE 1 BOISE MERIDIAN 4 OF SECTION 36 CD z 1 MERIDIAN, ADA COUNTY, IDAHO = 5 2025 — 2750 W Zo z rx w ° z Oo W — Z N c0 rh Z Lu � N N �lMRj N W Q0000 co • p 0 � o W J LU ID m + ram ~ m � ♦�♦ � 0 OIL .. O � � Z 0 V � w 2 � N O 2740 Z (n � m >> $$ $$ d (n00 (n (nFrZZ N ZZZ 00 00 M 0 3 SOON AL FN � ^ -- ---— W � � G\STFQ���2��` OR C' o oN W00 Ooao Q N m eq N °°M 0rj+ z z o 0 ,= r - - 0 ML6o o� Q r r � �Opj0ON» > N NN Z ZZ m o0m N om + N p �P A 2730 rn rj ° � zo � a 1 1 00 o N U) N N � z z CHECKED BY: m + N N N x — — ' DAVID A. BAILEY P.E. Z r . — / \ 1 I N O DRAWN BY: 1 � r _- 1 Q � (n00 1 NNE 00 / —— a 00 � 000 N � co OR NO 0000 0) QOj rM � N 4?� p (pMN 6r, / �p m � N?m BO co OaO) mO cj N O /o +2720 V — / / co 000)rn rn � 2NN H mjQf~� zzwwzz + Z ( 0 (j Lo LoW � Q �_ > > / I� prn mw cn M (6 oi w w Q N en N N I- 2c0NZ Zp NH :� » > NN Z ZZ - - 2710 27 ° 247 F C—C 2 81 LF —C ° 46 LF 8" VC ®0.40� 293 LF C—C 2700 ( 0 LF C-C) ° 37 LF 8" PVC 00 40% 22 LF C-C (41 LF C-C) 65 LF 8" PVC 00.40% 63 LF 8" PVC ®0.40% 69 LF C-C) (67 LF C-C) 2690 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 16+00 17+00 E B PROFI Z pco � Lo LD in p co 2750 � � o O N w Z m N ? z o W Nz0 �n00 W Lu 00 00 (n � > > 00 (n o 04 Lo > LLI O U-) co N 00 Q: z n c6 O Lq O O M Lr ^ N / O N Z m + N � / m + rF- 00 rn _ Z O / 2 N N Z 0 — v , V O O W r� qtON I z / '—__ m + MF J (n00 �` NN W = O — �n00 0000 / �� (nH � > e 00 00 Ile N � z 000 MEMO uj O OON � I- N m + INNS 00 m + C,4 N j 2 N Z O / 0) M = cD � ZO � a .. — / � 000000 N NN � > > (n (n � ZZ I �1 2730 N O 1 I NN zzLi �n 0 UI 2720 W J V) W y 0 w � o o 2710 Q ° 2 27 LF C Z ° 275 LF C- 108 LF C—C V 260 LF C—C 247 F C—C 0 46 LF 8 VC 00.40% J 0 J ( 0 LF C-C) 2700 th HORIZONTAL SCALE OF 1" = 50' VERTICAL SCALE OF 1" = 5' 50 0 25 50 100 DATE: 10-10-2024 PROJECT: SCALE IN FEET C2024-006 1"=50' SHEET 2690 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 25+44 ap - 12i PRELIMINARY SEWER PROFILES FOR " oo STORYROCK SUBDIVISION .__ Z F SEWER U I E D P R 0 L E co A TOWNSHIP 3 NORTH,PORTION OF THE RNGE OF T lI WEST,E NE BOISE MERIDIAN 4 OF SECTION 36 CD z SEWER E E PROFILE O E E MERIDIAN, ADA COUNTY, IDAHO g SEWER LINE C PROFILE 2025 a 2740 2740 2740 2740 W z 2740 2740 :;IN% W �_ z ' 0W°ao z W SEWER UNE E PROFILE `� ZQoo ao 0 � � LLJ M O O O lfj � N 00 00 , �_00 w J 0000 op 000 � SS H D1 0 � � 0 0 � + r, � �,� � 00 STA:3+ 4.38 2750 2750 V � w a0 � z z � � � o> 273 00N � � � RIM:27 6.18 2730 w N � = — N — — O in z Q + N N N ( 2730 2730 273C� N Z Z z 2730 = N z z o a, r- r- 0 SMH E1 �S\ONAL FNG > > > ' L0000r- STA: +33.50 �`` G\STFQ UMEZ Zz _ � 0 � � � N RIM 2721.31 _ Q + N NNH 0 INV OUT:270 .26 8"N NQT I K� >> > % U WZ ZZ �TF OF z O ' 2740 z � 2740 A. _ __ w cn00 00 CHECKED ►'� 2720 2720 2720 2720 00 00 r� o N CHECKED BY: o m p Z O DAVID A. BAILEY P.E. 2720 2720 `n 4 o N !d 00 M �p O N DRAWN BY: 00N0 OO L� � rMNH 00r- L� + off DES � N + •' � O) + N O m + � NN � � �Q. N — ^ 004 � Q � > = I- NZ ZO (nH � ZZ O � U) (n V) — — N NH � » > LNip to, H V) V) ZZ + O - - - - = c0 ZO 2730 _ -- - - - - ---_ _ - -- - - _ _ vi V) » 2710 2710 --- 2730 2710 2710 2710 2710 1 4 LF C-C ° 174 LF -C 2720 2720 ° 2700 2700 2700 105 F C-C 2700 2700 2700 2710 2710 2690 +74 90 2690 2690 2690 2690 00 3+00 3 2+00 3+00 3+34 2+00 33-M ° F211 LF -C 407 218 LF C- 218 LF C-C SEWER E N E G P R O E E E 2700 2700 2750 2750 z z 3 LL 3z cn z = 00 sn 00 00 00 O oc 00 N z N ° rl M N � ? O `? � 0 � 2690 2690 cDrnp ST5+13.34 co N IS o_ o�0) r, I 0 + ) N r- o RI :2734.73 z +00 3+00 4+ + 6+00 + +00 +4 m + MH O � _ � + r, (np0O ININ:2704.42 8"Sorz ZO r7 o �Q > N FINVOUT:2704.32 8"NEN 0274 cr — — Z NZ ZZ o � o L-j 0 00 > 00 0 � LEI p .. O z ��^ - ----_ 0 MNH 00 \ \ = N — O � m0 V / � >> � d _ (n 0' — co IN z— U' WOE U N O I , I = I'lNO W mQ :� > Z NN0_ Z J0 2730 — 1 f 2730 LL r�n 0 > z l.L e ® W 2720 2720 1 W 0. 3: 0 UJ W J V) W 2710 2710 / 0 w � o Q o LJ 1 1 LF C-C 5 LF C- 126 LF 8" PVC ®0.40% 57 LF 8" PVC 00.40% (1 0 LF C-C) V 2700 2700 71 L CAD 8" PVC .40% 0 (75 LF C-C) J ® J W — I HORIZONTAL SCALE OF 1" = 50' VERTICAL SCALE OF 1" = 5' 2690 2690 2+00 3+00 4+00 5+00 6+00 7+00 7+84 50 0 25 50 100 10 DATE:O-2024 PROJECT: SCALE IN FEET C2024-006 1"=50' SHEET PRELIMINARY SEWER PROFILES FOR " oo STORYROCK SUBDIVISION Lu .__ F co A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN z MERIDIAN, ADA COUNTY, IDAHO = 5 2025 a W Zo � cc W W != Wco SEWER LINE H PROF LE = z co coCc ZW' .� W < co uj 2750 2750 N W � w Z 00 (n 00 N z 00 ;z'06 w N Lq 00 co N 00 ao ON AL FNG � 00 CD 00 M � N cDMo � n o � �� G\STFQ� /�F STA:10+ 0.30 V) �n ro rn o w e o _ + M N � N � N � Q � RIM:27 8.30 orz � 1 rn � N � I o Nrnvi � w » 2 N - O M � M M N . N1mu IN IN:2720.82 8 NE tea » � Nzo = + � Z � I rC° � "! ? 00 INV OUT:2720.7 8"S NN � zz Qom >> � 0ON - o = + r, Z � 00N OF 2740 N � ZZ ~ � » = INN - O � 2740 TF _ o ul - --_ _-- -- - - --_ I r� N ^ N SSMH H-1 --- -- - --- - _ _ + � • N TA:2+00.00 M N Z O RIM:2731.58 DAV D CHECA.EBAILEY P.E. z_ INV IN: 716.52 8 W DRAWN BY: . DES 2730 2730 115 LF " PVC 00.4 % 159 LF 8" PVC 0 .42% 2720 2720 38 LF 8" PVC 00.427 19 LF 8" PVC ®0.42% 60 LF 8" PVC .42% „ ' 170 LF " PVC ®0.4 % 0 (23 L C-C) (64 L C-C) 769 LF PVC ®0. 2% - (73 LF C-C) 2710 2710 12+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 SEWER NE H PROFILE 2760 2760 SEWER U ICE K PROE LE 00 Z vi � Z 00 w w 2750 w 2750 00 700 00 00 � `n � K) � p rn � 0000 000 ' �n � co � i. i. c° M 00 � N � cp � � ►`� SSMH H-11 00 � 1 00 � N ` co r° °'• o0 � ^ �o� M � - MOO � NM 1 0M � MN STA:14+45.4 M M SSMH I-6 SSMH 1 rn STA:7+58.05 Z o • z + � c\I � = ± CNN RIM:2741. Sao ^ wN N • °' r cq . " o = NNO 2 + � N � O P7 tD � » o00 2750' 1 ''� "� � •• _ + � N � STA:17+ 1.48 I rn N ao N = °' N _ o RIM:27 3.41 = � o Nz zo INV I :2722.75 8 roN �, � � ' � z00 Y °M° � S MH K-1 cn (nwZ 2NNZ0 gQ » _° N ? o � >> > INV I :2722.75 8" 1 NN ^ I c NN � o INV IN: 725.70 8,S cn cn w _ N g � » INV IN:2735.52 NW (n z_ z_ = + � N 00 N = N o S A:4+73.75 V) RIM:2738.38 INV IN: 725.70 8 W Q > > N N INV OUT: 725.60 8 E LLJ V) (n - NN � zZ INV UT:2735.42 "SE NN � zz INV OU :2722.65 8" = � Nz = MN •• o � � N � > » " (nN � ZZ � a � � N N w ? I V IN:2731.6 8 W N ~ - > d > � Nr' I V IN:2731.6 8"S w Q _ _ cn �n � _ 1 � N 2740 2740_- -- ----- ---- - -- ------ ---- ______--- - - -- ------ _ - _ � Z � � o -- 2 NLLI o N n ERZZ � � -- - ----- ----- - 2740 2740 1 14 LF 8" PV ®0.42% W 2,51 LF 8" PV 00.42% J 7 LF 8" PVC 00.42 _ - 45 LF 8" PVC 00.62% 2730 270 2730 e (4 LF C-C) C ®2 149, 29 LF 8" PVC 0.42% _ 0 (33 LF C-C) �S 25 LF " PVC ®0.6 % e L 2730 8' 2730 (29 LF C-C) � > r z 9 ® W 2720 2720 165 LF 8" PVC ®0. 2% W 14 LF 8" PVC @0.42% zzummz,� - 18 LF C-C) 56 L 8 VC 00.427 0 2720 60 LF C C 2720 21 +88 21 +00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 U*w W J V) w y 2715 w 4+00 3+00 2+0 2710 10 U W � o Q o z c� 1 0 J ® J W - HORIZONTAL SCALE OF 1" = 50' VERTICAL SCALE OF 1" = 5' 50 0 25 50 100 DATE: 10-10-2024 PROJECT: SCALE IN FEET C2024-006 1"=50' SHEET PRELIMINARY SEWER PROFILES FOR " oo STORYROCK SUBDIVISION Lu .__ F co A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN z MERIDIAN, ADA COUNTY, IDAHO = 5 2025 a W Zo � cc W W != W U) — Z U' Z L � F � W ULU J V � W N AL FNG c) <'G\STE,Q�O2� SEWER LINE I PROFILE ; N 0 OF 2760 2760 '//D A. BPS CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: SSMH 1-2 DES S A:3+54.84 SSMH H-11 IM:2740.78 S A:14+45.45 z INV IN:27 3.60 8"SW RIM:2741.78 00 0 3 0o INV 0 WT:2 23.50 8"E INV IN: 722.75 8"W 2750 An Co r!t� r � ^ Z 2750 W O� � •00 � ..• N 00 � ^ 00� N � � Z Vj + 0000 O rlN IS000 00 �10 00 _ 0 OZO + —:O � N 06N MO= Z (n r � ON Nd > > O N 0 0000 Orn � N 00 a0 a? N ��ZZ Oao � • O _ MNH NN0_ - - —�M N I �06 ^ Z N~— Z 00 O •• O ^ � � N_ I� H � N — O O � S NZ0 20N O LOoo � UjN I • NH + � •• O Q V) W O � ON • �_ » _ --- - (nH � > ��cp � � N 2 � ZO� � N — O N � ZZ EOM i � � ^ N fN � zz ��� �` NNQ= Z I+^ Z ZO (nIQ— • »NN0_ > Z — H _ - O ZZ `-- 2740! Nr" � � Z � � �� » > - - - — 2740 = � N00 cnlQ- � zz _--- — — - - — ---- — cn cn > — — incnRZ — -- 259 LF 8" PVC ®0. 290 2730 2730 _ 259 LF 8" PVC 0.427. 58 LF 8" PVC 00.62 — 164 LF 8" VC 00.427o 157 LF " PVC ®0. (62 LF C C) — — 4 9' 143 LF 8" PVC ®0. 2� 51 LF 8" PVC 0.42% _ 124 LF 8" PVC 00.427. 1 7 LF 8" PV 00.427o 36 LF 8 PVC ®0.4 % 84 LF 8" PVC ®0.40.." — (40 LF C— ) (813 LF C—C) 30 LF " PVC 00.4 2720 2720 Z 0 2710 2710 17+21)7+00 16+00 15+00 14+00 13+00 12+00 1 1 +00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 LLI 0 o � WQ N_ o Q= z V / SEWER w z U E J PROFILE J 0 Z e 2750 w 2750 LL N W V) 00 sn 0 e oo rM 000 7,00 t o00P7 � rn 0 � � �N jrn � n 0 STA: +85.04 rn � .. e + � 0 � 00 N � ONN SSMH H-2 w = rn N 0 RIM: 738.16 + r z 0 N TA:3+73.50 � a > INV IN:2731.16 8 NW = 'tN - O + 0 cn � _ z " tea » + Z 0 RIM:2732.59 2740 N INV UT:2731.06 8 E N N ZE z z > > INV IN• 717.35 8"W 2740 _ __ —— —— --- --- INV OUT: 717.25 8"E w 0 LLI J V) w 391 LF " PVC ®0.42q v 40 L 8" PVC 2730 a 2730 - 18 F 8 PVC 0 .62% 0 w (22 LF C—C) 0 ?g o V 2720 2720 0 J ® J w - t HORIZONTAL SCALE OF 1" = 50' VERTICAL SCALE OF 1" = 5' 2710 2710 50 0 25 50 100 DATE: 99--G00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 10-10-2024 PROJECT: SCALE IN FEET C2024-006 1"=50' SHEET PRELIMINARY SEWER PROFILES FOR " oo STORYROCK SUBDIVISION Lu .__ F Co A PORTION OF THE N1/2 OF THE NE 1/4 OF SECTION 36 Z TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN z MERIDIAN, ADA COUNTY, IDAHO = 5 2025 a W Zo � cc W W != WU) — Z U' Z L � F � W ULU J � LLB �S\pN AL FNG c) <'G\STE,Q�O2� N�� pgTF OF CHECKED BY: DAVID A. BAILEY P.E. DRAWN BY: DES SEWER E ICE N PROFILE 2770 2770 SEWER E ICE M PROFILE W 2760 2760 kn 2760 N - Z 2760 00 1. n 7,00 00 Lo � 00 0 W� 00 a000 � N � � � � ^ 00 00 � 00 00((0 w (O � M I O . � N IT-- 00 00 00 � poldo 20� Z • �� NWpp 00 p SSMH M-5 O �N 0 MO N O Z Z 0000 00 OO N I STA:7+32.48 0 Mo En 0 K) `! +� " n RIM:2744.44 = NO cn Z00 LO � N - — cO Imo .. N N >> 00 00 � + Z INV OUT:2737.55 8 N M > NlxZZ nN — 0 N — O c+ aN � > » PO PO o`V � >>275n + (n (nw N > 2750 2750 2750 r N0 — n ( 0 w N C14 W ( � � > > H �� N o 0 (n � Z ZZ (n am o' ?»? Q'LLI w z U 2740 2740 2740 —J ® z ------------ 192 LF 8" PVC ®0.62q 2740 e 755 LF 8" PVC 00.62% 0 59 L C—C)LJ e I 57 LF 8" PVC 00.42% 94 LF 8" PVC 00.42% 71 F 8" PVC 0.42% " r 0.42% (61 LF C—C) (gg L C—C) L81 LF 8 PVC ®0.42% 47 LF 8" PVC 51 LF C—C (75 LF C—C) (85 LF C C) z 2730 2730 ® W 2730 2730 w 3: 0 UJ w J 2720 2720 V) W 2+00 3+00 4+00 5+00 6+00 7+00 7+32 2720 56 5+00 4+00 3+00 2+00 20 0 w � o Q 0 z � c� 0 J ® J w - t HORIZONTAL SCALE OF 1" = 50' VERTICAL SCALE OF 1" = 5' 50 0 25 50 100 DATE: 10-10-2024 PROJECT: SCALE IN FEET C2024-006 1"=50' SHEET