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HomeMy WebLinkAboutPre-plat M E PRELIMINARY INDEX FOR M \ STORMCREST SUBDIVISION `—' N ui _c� LOCATED IN N 1/2 OF SECTION 4 i Z 3 \ UNPLATTED UNPLATTED UNPLATTED CD I T•3.N•, R•1•W•, B.M. Z \ CITY OF MERIDIAN, ADA COUNTY, IDAHO = \ 2026 a W Z cc w U W 5�4Cp&_ / 33S89'19'04"E 2353.26' - - - ' - -= - - - - LZ - - - --- ----� S89"19'04"E S89'19'04"E 235.02' 1/4 3332 3F Inst. No. W1 is 4 W USTICK ROAD - ,- - - - - - - - - - - - - • - 00�— 4 Z o 2022-013694 \ i , � - .� o 1 n Z � M W w � - Ofw ewJ 00 w 1 � \ N 1 00 N �� I N w l `� 1 3 Common Lots I so AL Fiyc� \ 0 \�� O �o� Q-�G\ ERA ��\ \\� I \\I o Lot Area Description _ a 1 I 50 BLOCK 1 Lot 1 OPEN 1761 ARTERIAL BUFFER N I\`N BLOCK 1 Lot 2: OPEN 19368 SKY PILOT DRAIN \ N U BLOCK 1 Lot 3 OPEN 11498 OPEN SPACE 9�F OF BLOCK 1 Lot 4 980 COMMON DRIVE - qVl D A g PX� BLOCK 1 Lot 13: OPEN 1744 BUFFER I 0 I BLOCK 2 Lot 1: OPEN 3283 BUFFER \\`� i CHECKED BY: DAVID A. BAILEY P.E. \` BLOCK 3 Lot 5 OPEN 33544 OPEN \�� i DRAWN BY: N31'37' 1"E �� \� \� DES 3 .58'�i �\ `�� BLOCK 3 Lot 22: OPEN 38001 SKY PILOT DRAIN BLOCK 4 Lot 1 OPEN 22709 OPEN SPACE h BLOCK 5 Lot 1: OPEN 908 BUFFER _ _ DAYSPRING 1 \\ BLOCK 5 Lot 10 OPEN 3525 OPEN SPACE PRELIMINARY BLOCK 6 Lot 1: OPEN 1691 BUFFER BLOCK 6 Lot 12 OPEN 6714 OPEN \ BLOCK 6 Lot 13: OPEN 10227 SKY PILOT DRAIN ` 3 \ Q PROJECT ' ,\ SITE \\� o , �I \\` \ � � SIG I © I �I VICINITY MAP �I 0 1 1 "- 500' UNPLATTED \\ —�-� LEGEND BOUNDARY --- -- --- \g LOT LINES PLAN SHEET INDEX I , ROAD CENTERLINE 1 O i a \`� UNPLATTED RIGHT OF WAY z 0 LOT NUMBER o SHEET DESCRIPTION 1 1 y \\� ecocK PP- 1 —COVER SHEET, INDEX, VICINITY MAP, I� \ ` BLOCK NUMBER o EASEMENT SETBACK NOTES --------= s \ \,%\ CURB GUTTER & SW PP-2 —PRELIMINARY PLAT ` �\ W. ASHTON DR. I \\ STREET NAME PP-3 — PARCEL & CURVE TABLES ROAD DETAILS 1 13 I r l ',�. \ � HANDICAP RAMP , SEWER LINE s PP-4 —ENGINEERING PLAN � I \ WATER LINE W W W ELLS oR - 3 \ � \ STORM DRAIN LINE ���— PP-5 — PRELIMINARY SEWER PROFILES W. e00j O wl� �� PRESSURE IRRIGATION P P P, PP- 6 — EXISTING TOPOGRAPHY GRAVITY IRRIGATION ���� ` FLOW ARROW FIRE HYDRANT r �� CATCH BASIN o M I I Iw O i 10 i' © \ ���• to i STOP SIGN -� \\\ \\ ��. �� EXISTING WATER WELL ❑w Oi - �'�• \ OO \� \ 3 �`� FOUND ALUM. CAP o ` MONUMENT illy ; \` ® 22\\ ��' \�� FOUND BRASS CAP 0 ® i CYCLONE \ � � \%'�`\\ �\\ MONUMENT o 01 I \ �� / ` \\ �� INFILL LOTS o Z O ` � 1 O \`� `\ `� LAND USE SUMMARY N o \� > NOTES ES W o `\ \ OVERALL PROJECT DATA � Z �\ \ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. \ ` \ 12 \�� \� �� CURRENT ZONING RUT 11 \ ` 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD \\ �\ ZONE. REFERENCE FIRM PANEL 16001CO139J REVISED JUNE 19, 2020. OWNERS PROPOSED ZONING R-15 X z ENDURANCE HOLDINGS LLC I TOTAL SITE AREA 11.44 AC 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, 1977 W OVERLAND RD INTERIOR ROAD AREA 2.62 AC 14 \�� C` ` STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET MERIDIAN, ID 83646 0 z ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EXTERIOR ROAD AREA 0.06AC MEMIM \- \ \ \\\ 1 5 `\ �`�\ EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 DEVELOPER W - - - � TOTAL LOTS 85 / /� ` (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE TRILOGY DEVELOPMENT, INC. V/I ` `� \ ` �� 9839 W CABLE CAR ST COMMON LOTS 13 I \ r- — \ — \ 1 6 SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILTY, IRRIGATION AND 10 BL CK 4 LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A BOISE, ID 83709 COMMON DRIVE ACCESS 1 II 1 1 l i I I I I I I I I ���\ 1 7 /;' `, \� A� PUBLIC STREET. ENGINEER RESIDENTIAL BUILDABLE LOTS 71 II I IO2 lOI ®I IOO ©; 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE DAVID A. BAILEY, P.E. TOWNHOMES 48 \ ` o II I I I I I I I I I It i 1 8 \ APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE BAILEY ENGINEERING, INC. I it 12 I I � ,� \\� \� ��, OF THE BUILDING PERMIT. 868 E RIVERSIDE DR.,SUITE 120 COTTAGE SFR 27 13 \� EAGLE, ID 83616 SFR 50 10 0 I_ _J L_ � L_ _J I_ _J I— - - - - - - _ _ _ ` \ 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH I �____13 i _GRAY SKIES _ I - \ \� •• � \�� AVERAGE RESIDENTIAL LOT SIZE 3167 SF _ \- - - LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF PLANNER/CONTACT 4 \ \ \ �� THE SETTLERS IRRIGATION DISTRICT. KELLI BLACK RESIDENTIAL GROSS DENSITY 6.21 UNITS/AC _= \ RESIDENTIAL UNITS/SITE AREA N 14 I A \ \ \ \ \ \ \ \ V - % �` BAILEY ENGINEERING, INC. 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE 868 E RIVERSIDE DR.,SUITE 120If I I ` PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. EAGLE, ID 83616 J� I I I 1 �/ �� II I 1 �/ A 208-938-0013 ADDITIONAL DETAIL 15 I 1 1 2 1 1 3 1 1 4 1 1 OI n I 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION V 2 I I I I I I I 1 HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS. CITY CITY OF MERIDIAN I -- J I— � I— � I— _J I— � � � L _J L pp \ I 1 6 I _R SEWER CITY OF MERIDIAN \ I a BL CK 5 n� 8. EXISTING STRUCTURES EXCEPT AS NOTED WILL BE REMOVED PRIOR TO J I ,� \\ �`� DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. WATER CITY OF MERIDIAN 17 - - I I `C - - - - - - - - - _ _ _ _ _ `\ \ SCHOOL DISTRICT WEST ADA STORM CREEK _STORM CREEK , / \� �\ 9. THE SUBJECT PROPERTY FALLS WITHIN A FEMA ZONE X. REFERENCE FIRM �n -- -- -� �\ PANEL 16001 CO232J DATES 6 19 2020 FIRE MERIDIAN ZV / li 18 - - - - - - - - - - - - - - - �� IRRIGATION NAMPA MERIDIAN IRRIGATION DISTRICT I I I 1 O F 1 g -Ti iT- Ti it— r 1 -Ti it i ii ii it li it li it i it i it i it li it i it \�� \ � OPEN SPACE SUMMARY (20) \ 111 1 ii 2 it li ii ii ii ii it li it li it li it li it li it li it \ \� � \ I I q\ \ TOTAL SITE AREA 11.44 AC U I I I I I I I I R-15 ZONE OPEN SPACE V I i it i it II I I I \ `\ REQUIRED 15%OF 11.44= 1.72 AC I , , , I I I I 12 BLOCI(I' II 6 II II II II II II it li II II it li I BL I it li it \` I I I ' \ COMMON AREA 14 LOTS= 3.59 AC/31.38% -- -- - --- -- ---- -- "W 833.14 -- -- -- - - ---� -- -- - -- \ \\ QUALIFIED OPEN SPACE 2.55AC/22.29% N88 36 04 `� w j SETBACKS 0 e \` R15 FRONT 20, REAR 12,SIDE 5, ST SIDE 10,ALLEY 5 UNPLATTED \ \ \\ 60 0 30 60 120 DATE: ----------------- PRING \ 04-23-2026 UNPLATTED C20024-014 \\ SCALE IN FEET \ 1"=60' SHEET 1 ■ Q O U _EP F PRELIMINARY PLAT FOR = a 00 USnCK _ -- S89�9=°4~E - - - - - - - STORMCREST SUBDIVISION = � 0 0) Wa) �50.00� ■i Z V I i LOCATED IN N 1/2 OF SECTION 4 z I I T.3.N., R.I.W., B.M. = g CITY OF MERIDIAN, ADA COUNTY, IDAHO a 2026 - _ � o z � W w W cf) W \ vi `\ I ao Z o I -Cc w o � W w co to \ c � ' o \ \ - Ld -j ` tC \ O w ♦♦ ++ \p V ()oo w �S\pNAL FNG LEGEND 4�°� ����5 rER�10X, BOUNDARY --- -- --- o��7R�1 G`Td LOT LINES y P� „ `� \\ ROAD CENTERLINE of N31 3 '51"E \\`\ RIGHT OF WAY O ���D A.B39.58' P�� \ \\ LOT NUMBER BLOCK NUMBER BLOCK 7 CHECKED BY: DAVID A. BAILEY P.E. SETBACK T DRAWN BY: \ �`\ CURB GUTTER & SW DES �\\ STREET NAME W. ASHTON DR. \ `\\ HANDICAP RAMP v► SEWER LINE 5 5 s WATER LINE -w-w-w �- 993 s ` \\� STORM DRAIN LINE m a - \ \ 3 �\ PRESSURE IRRIGATION pi-pi-P' GRAVITY IRRIGATION MR RR MR \\ FLOW ARROW FIRE HYDRANT K CATCH BASIN �\ STOP SIGN EXISTING WATER WELL I n 3,186 sf \ \\ \\ \ FOUND ALUM. CAP ° 4 56 3' do `� \ `\ MONUMENT ,2,5a sf G �\ FOUND BRASS CAP 11 MONUMENT N II OO r ; ,6s sf- 1-0 li ----- 31246 sf---I J / R��Ss00, 1 I 3,332 sf IN 1 2,606-sf I � 1 110 2, o f I a \ o \ ` 1 Q I cl I v I of r- ----- ----=- r \ \ I N I 1 Q II M 1 3,200 sf C45 1' \ \ n 13 55 I I 100' \ \ \\ 2 c) cu \\� _ 2 00 \ V A ` 4 41' 00' \\ \ 130 MILL I I W. 2. 0 � \ 1 7 1 66 �� 2 I °' I . 04 N 2 31200 ----- N - o ---- - -� V /i \ \--- --- I I ITS /� VA 6 AV d_ 11 I N ILf) � I � 3,200 s� I �� 3,829 sf �� `v �O �� o \\ W. � IN 11� Q 1 1 s 2,754 ` ; I I 2 OO sf / \ \ `tn \`\ Ld W 50' ® \\ 2 \ N o M IN 1 � oo'® 1 ��? a \\ \ \ 2.61 //11 ZZ c� \\\ Lo Lo z CYCLONE � I 2,600 sf 1 `� I s �v Q ' ��' v �. 38, 01 •�� vv� OI I 100' I \ \ 3,200� `°��' Z IM 1 ----- 3_2 0 sf --- -� N �\�'��''/ 10 3,200 sf M 11 3,200 sf 1 1 �1 2,600 100' I d I 2,600 2,6Os 1 N 17' 1a 110 I 3I 3 3,200, \v v I .60 YM 1 0 I \Ite>\2� �\ \ 3,200 3L200 sf 1 \` \ \ \ 15 2,600 I�--------- -- -� 27 2T @ 1) 2T T T \ \ \ 1 1 o N - J BL CK F4- J - J 1 3,200 sf I ` \ I I I I \ 2,600 I 00' \ I I ^I 3,200, ,60 sf o I 4430 s t,430 s 4430 s 4430 st �,430 s>� II 0 I 3,200 s18 f \� \11 I 2,600 f I N ` \ 77' J J J I 27 � � 2 J � 27 J Y 11 13 I 1 _ _ 210' _ GRAY SKIES N _ - c2 / o \ 2,639 ----Boa-SL-- -j `,\ \ 20 d\ ` N 1 I I 0 1 � � J J F2z � 4� \ 2.81 V1 UD \ \ o � II 14 l i I I I 11 3,200 sf I I I I I I I \ 1 \ / Z I I I 11 3,967� f C72 15 I 1 1 1 N Na ® � �s55s c� � 1 / 2,600 f 1 i �l 8 ,428 s 4,430 sf F,430 sf �2.430 sf P,430 s 4,430 s ,442 s1� 1 � -1 L - J � _ JI � - J L _ J rrL _ J L _ L _ J \ BLOCK iq r"Ll--� 2 7' 2 27' 27' ' ' Io-- ,2oa�>> --_ _ STORM CREEK - , - - - 358' _ _ _ _ _STORM CRED \ 1 0 \\ I 3,205 sf \ \ - - - - - - - - - - - - - - ---- M I 18 j � M 3' 50' S0' 50' 44 1 \ \\ e v r------- 50 50' 50' G 10' r------- 50' 18' C46 i �C \ 1 101' I 1 1 1 -I r--------I r--------I r-------r r------- ram--\ C43 \ I 1 ,I� I I Ir ' I \ � --F� �I-- � �I-- � � --Il � � � I I -Ih � � I I / 69 sf 1 I I I I 1 I I I I I - - - - - - F� - - - II I 13 2, 3 I I I 1 I 1 I I 1 I I 1 I 1 1 11 11 I I I I I I I II <O \\ 11 10 ' 1 II II I 1 1 I I 1 11 II II 11 II 11 II 11 11 10, 7s ,` V / N 20 \ 1 N �' a 11 2 i II II �I 11 11 11 I I 1 1 1 I1 1 I i i I ' �\N \� 50 0 25 50 100 1 O 1 � 1$ I1 O3 1$ 11 4 r 1 fl 11 1 I 1 11 I �\ 1 2, G2 f 1 1 5,000 sf 1 1 5,000 sf I 1 O I 1 (D I 1 © I I 7 j? 11 j$ 1 O O \\� \\ I I I 1 5,000 sf 1 1 5,000 sf I I O ® I Q I 1 10 1� II 11 E 2 \\ I 1 11 I I I 1 I 1 II I1 5,000 sf 11 11 5,000 sf 11 11 II I I II 5,164 sf I� I \ 1 I N 11 1 I I I I 1111 11 11 1 I I 1 1 1 5,000 sf i i 5,045 sf i I 11 5,383 sf i SCALE IN FEET DATE: � I1 BLOCS' 11 s 11 11 11 11 11 11 1i 11 11 11 11 11 11 11 11 11 11 \ \\`\ 1"=50' _r 4jo2s sf " " =_=� __=� h= - - - - - I I 1 11 11 11 11 11 BL K 6 it 1i it 12 \ �\ PROJECT? _ __ _ _ _ [I \ C2024-014 9 I I ----- \ SHEET - ` 50' -- 50� 50' ----- - _-' `� \ -- -- 50' \ N88'36'04"W 833.14' \- - +� M v Q p U LOT & CURVE TABLES & STREET SECTIONS FOR M STORMCREST SUBDIVISION �°`JD " " T 0 W _ ■� Z LOCATED IN N 1/2 OF SECTION 4 4) z T.3.N., R.I.W., B.M. G) Z CITY OF MERIDIAN, ADA COUNTY, IDAHO ■� 2026 _ � o W Z CG w W W - Z o ■� � w cc o Z 2 W w `° Ofw w � C� co w Curve Table Curve # Radius Length Chord Bearing Delta �� ,\OAL FNG'j C1 100.00 25.88 25.81 N06'00'56"W 14'49'45" �G\STFR� ,LF C3 100.00 25.12 25.05 N06'14'06"W 14'23'26" a� NQT C7 76.50 18.41 18.36 S84'04'01"W 13*47'13" mu C8 76.50 19.80 19.74 N06'00'56"W 14'49'45" A C9 123.50 15.14 15.13 N09'55'06"W 7'01'25" 9T F OF C10 100.00 95.77 92.16 N28'23'51"E 54'52'28" A.8 P� C11 123.50 15.88 15.87 NO2'43'23"W 7'22'01" CHECKED BY: C12 100.00 95.77 92.16 S61'36'09"E 54'52'28" DAVID A. BAILEY P.E. Parcel Table Parcel Table Parcel Table DRAWN BY: C13 100.00 62.07 61.08 S16'23'00"E 35'33'51" DES Lot Area Perimeter Type Lot Area Perimeter Type Lot Area Perimeter Type C14 100.00 62.07 61.08 N73'37'01"E 35'33'51" BLOCK 1 Lot 1 OPEN 1761 171 ARTERIAL BUFFER BLOCK 2 Lot 17 3200 264 TOWNHOUSE BLOCK 4 Lot 3 2430 234 SFR 27' C27 76.50 73.27 70.50 N61'36'09"W 54'52'28" BLOCK 1 Lot 2: OPEN 19368 871 SKY PILOT DRAIN BLOCK 2 Lot 18 3205 265 TOWNHOUSE BLOCK 4 Lot 4 2430 234 SFR 27' C34 55.00 19.30 19.20 S08'21'04"W 20'06'20" BLOCK 1 Lot 3 OPEN 11498 564 OPEN SPACE BLOCK 2 Lot 19 2693 260 TOWNHOUSE C35 55.00 22.36 22.21 S30'03'11"W 23*17'54" BLOCK 4 Lot 5 2430 234 SFR 27' C36 55.00 41.66 40.67 S63'24'03"W 43'23'S1" BLOCK 1 Lot 4 980 151 COMMON DRIVE BLOCK 2 Lot 20 2862 273 TOWNHOUSE BLOCK 4 Lot 6 2430 234 SFR 27' C38 38.00 23.59 23.21 N73'37'01"E 35'33'51" BLOCK 1 Lot 5 3186 263 TOWNHOUSE BLOCK 2 Lot 21 4029 302 TOWNHOUSE BLOCK 5 Lot 1: OPEN 908 182 BUFFER C42 76.50 47.48 46.73 N16'23'00"W 35'33'51" BLOCK 1 Lot 6 2587 251 TOWNHOUSE BLOCK 3 Lot 1 3200 264 TOWNHOUSE BLOCK 5 Lot 2 2428 232 SFR 27' C43 55.00 32.29 31.83 N78'04'51"W 33'38'20" BLOCK 1 Lot 7 2692 258 TOWNHOUSE BLOCK 3 Lot 2 2600 252 TOWNHOUSE BLOCK 5 Lot 3 2430 234 SFR 27' C44 123.50 8.85 8.85 S74'14'57"W 4'06'29" BLOCK 1 Lot 8 3246 271 TOWNHOUSE BLOCK 3 Lot 3 2600 252 TOWNHOUSE C45 123.50 29.72 29.65 N84'04'01"E 13'47'13" BLOCK 1 Lot 9 3332 271 TOWNHOUSE BLOCK 3 Lot 4 3200 264 TOWNHOUSE BLOCK 5 Lot 4 2430 234 SFR 27' C46 123.50 32.54 32.44 S83'51'04"W 15'05'45" BLOCK 5 Lot 5 2430 234 SFR 27' C47 62.00 21.89 21.78 S65'56'58"W 20'13'46" BLOCK 1 Lot 10 2606 253 TOWNHOUSE BLOCK 3 Lot 5 OPEN 33544 2185 OPEN BLOCK 5 Lot 6 2430 234 SFR 27' C48 62.00 16.59 16.54 S83'43'53"W 15'20'05" BLOCK 1 Lot 11 2600 252 TOWNHOUSE BLOCK 3 Lot 6 3829 312 TOWNHOUSE C49 123.50 16.72 16.70 N04'50'17"E 7'45'20" BLOCK 5 Lot 7 2430 234 SFR 27' BLOCK 1 Lot 12 3194 262 TOWNHOUSE BLOCK 3 Lot 7 2754 266 TOWNHOUSE C50 123.50 22.81 1 22.78 N14'00'24"E 10*34'54" BLOCK 1 Lot 13: OPEN 1744 230 BUFFER BLOCK 3 Lot 8 2619 254 TOWNHOUSE BLOCK 5 Lot 8 2442 236 SFR 27' C51 55.42 0.00 0.00 N25'08'02"W 0'00'02" BLOCK 2 Lot 1: OPEN 3283 256 BUFFER BLOCK 3 Lot 9 3200 264 TOWNHOUSE BLOCK 5 Lot 9 2655 257 SFR 27' C52 55.00 32.89 32.40 N08'00'14"W 34"5'34" BLOCK 2 Lot 2 3200 264 TOWNHOUSE BLOCK 3 Lot 10 3200 264 TOWNHOUSE BLOCK 5 Lot 10 OPEN 3525 263 OPEN SPACE C53 55.00 22.25 22.10 N20'42'57"E 23*10'47" BLOCK 6 Lot 1: OPEN 1691 229 BUFFER C54 55.00 30.11 29.74 N47'59'20"E 31'22'00" Common Lots BLOCK 2 Lot 3 2600 252 TOWNHOUSE BLOCK 3 Lot 11 2600 252 TOWNHOUSE BLOCK 2 Lot 4 2600 252 TOWNHOUSE BLOCK 3 Lot 12 2600 252 TOWNHOUSE BLOCK 6 Lot 12 OPEN 6714 413 OPEN C55 55.00 21.27 21.14 N74'45'12"E 22'09'45" Lot Area Description C56 55.00 26.43 26.18 S80'23'50"E 27*32'11" BLOCK 1 Lot 1 OPEN 1761 ARTERIAL BUFFER BLOCK 2 Lot 5 3200 264 TOWNHOUSE BLOCK 3 Lot 13 3200 264 TOWNHOUSE BLOCK 6 Lot 13: OPEN 10227 517 SKY PILOT DRAIN C58 123.50 31.96 31.87 S06'00'56"E 14'49'45" BLOCK 1 Lot 2: OPEN 19368 SKY PILOT DRAIN BLOCK 2 Lot 6 3200 264 TOWNHOUSE BLOCK 3 Lot 14 3200 264 TOWNHOUSE BLOCK 6 LOT 2 5000 300 SFR 50' C59 55.00 26.43 26.18 S12'04'00"W 27*32'11" BLOCK 1 Lot 3 OPEN 11498 OPEN SPACE BLOCK 2 Lot 7 2600 252 TOWNHOUSE BLOCK 3 Lot 15 2600 252 TOWNHOUSE BLOCK 6 LOT 3 5000 300 SFR 50' C60 55.00 58.30 55.61 S56'12'15"W 60'44'19" BLOCK 1 Lot 4 980 COMMON DRIVE BLOCK 1 Lt BLOCK 2 Lot 8 2600 252 TOWNHOUSE BLOCK 3 Lot 16 2600 252 TOWNHOUSE BLOCK 6 LOT 4 5000 300 SFR 50' C61 76.50 6.09 6.09 S03'14'33"W 4'33'53" o 13: OPEN 1744 BUFFER C62 123.50 28.67 28.60 S82'23'25"E 13*17'55" BLOCK 2 Lot 1: OPEN 3283 BUFFER BLOCK 2 Lot 9 3200 264 TOWNHOUSE BLOCK 3 Lot 17 3200 264 TOWNHOUSE BLOCK 6 LOT 5 5000 300 SFR 50' C63 123.50 38.19 38.03 S66'52'59"E 17'42'57" BLOCK 3 Lot 5 OPEN 33544 OPEN BLOCK 2 Lot 10 3200 264 TOWNHOUSE BLOCK 3 Lot 18 3200 264 TOWNHOUSE BLOCK 6 LOT 6 5000 300 SFR 50' C64 123.50 27.32 27.27 S51'41'15"E 12'40'30" BLOCK 3 Lot 22: OPEN 38001 SKY PILOT DRAIN BLOCK 2 Lot 11 2600 252 TOWNHOUSE BLOCK 3 Lot 19 2639 256 TOWNHOUSE BLOCK 6 LOT 7 5000 300 SFR 50' C65 123.50 24.11 24.07 S39'45'28"E 1'I'll1'05" BLOCK 4 Lot 1 OPEN 22709 OPEN SPACE BLOCK 5 Lot 1: OPEN 908 BUFFER BLOCK 2 Lot 12 2600 252 TOWNHOUSE BLOCK 3 Lot 20 2813 271 TOWNHOUSE C66 123.50 4.53 4.53 S33'06'53"E 2'06'05" BLOCK 6 LOT 8 5000 300 SFR 50' BLOCK 5 Lot 10 OPEN 3525 OPEN SPACE BLOCK 2 Lot 13 3200 264 TOWNHOUSE BLOCK 3 Lot 21 3962 319 TOWNHOUSE C67 123.50 26.32 26.27 S25'57'32"E 12'12'37" BLOCK 6 LOT 9 5045 305 SFR 50' BLOCK 6 Lot 1: OPEN 1691 BUFFER C68 123.50 27.87 27.81 S13'23'22"E 12'55'43" BLOCK 2 Lot 14 3200 264 TOWNHOUSE BLOCK 3 Lot 22: OPEN 38001 1615 SKY PILOT DRAIN BLOCK 6 Lot 12 OPEN 6714 OPEN BLOCK 6 LOT 10 5164 306 SFR 50' C69 123.50 17.94 17.93 S02'45'47"E 8'19'27" BLOCK 6 Lot 13: OPEN 10227 SKY PILOT DRAIN BLOCK 2 Lot 15 2600 252 TOWNHOUSE BLOCK 4 Lot 1 OPEN 22709 948 OPEN SPACE BLOCK 6 LOT 11 5383 316 SFR 50' C70 76.50 10.10 10.09 N87'37'05"E 7'33'41" BLOCK 2 Lot 16 2600 252 TOWNHOUSE BLOCK 4 Lot 2 2430 234 SFR 27' C71 55.00 83.69 75.85 N49'40'26"E 87*11'00" 00 C72 55.00 19.30 19.20 S76'40'54"E 20'06'20" U (n W 0 � 4I LLJ Q V) p 5 LLJ 0:: Z (n Z Z O ® z 1 � U w w V) > w w 0 EX CROWN= R 50' OW EX EP EP P/L 47'-0„ P/L 7'-0" 33'-0" 7'-0" V / w 0 VARIES VARIES 3' 6' 6' VARIES 5'-0" '-0"5'-0' 16'-6" 16'-6" 5'-0" '-0' P/L P/L GRAVEL 24'-0" 2' MIN SAWCUT SHOULDER 14'-6" 14'-6" SLOPE SIDEWALK 1.75% t 8" THICK CONCRETE RIBBON CURB m 1%-4% PAVEMENT 1.75% I 0.25% PER ACHD SD 709 12'-0" 12'-0" ""6 - 3/4 MINUS CRUSHED GRAVEL MATCH t 0.25% Q IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -_ 2%-� 4/y. \ -- ------ V p SLOPE 2.00% SLOPE 2.00% -� I �1 EXTEND GRAVEL AND PIT SLOPE 2.00% r SLOPE 2.00% RUN 6" PAST CURB. (TYP.) 4" OF -3/4" BASE EXISTING USTICK RD SECTION 3" ASPHALT PAVEMENT 5' WIDE 5" THICK CONCRETE SIDEWALK (PER i EXISTING GRADE VARIES ISPWC SD 709) (W/ 1' FLAT LANDING W SAWCUT LINE PER ACCHD 6" -3/4" AGGREGATE BASE ALONG FRONTAGE EITHER SIDE 4" - 3/4" MINUS 2 1/2" ASPHALT CL 5" THICK CONCRETE CRUSHED GRAVEL SIDEWALK (TYP.) EXTEND GRAVEL AND PIT PAVEMENT STANDARDS SECTIONRUN 6" PAST CURB. (TYP.) 0 15 -6" PIT RUN 2 1/2" ASPHALT / 4" - 3/4" MINUS CRUSHED GRAVEL Of 4000.307.3.1. - 4" - 3 4" MINUS CRUSHED GRAVEL (COMPACTION REQUIRED) STANDARD ROLLED PAVEMENT CURB & GUTTER (TYP.) AS PER 14" - 6" MINUS PIT RUN USE THIS ROAD SECTION OR MATCH [SP 3, 1/2" MIX, PG 58-28] EXTEND GRAVEL AND PIT ACHD SD-702 EXISTING USTICK RD. SECTION - RUN 6" PAST CURB. (TYP.) 0 WHICHEVER IS GREATER ftSTANDARD ROLLED 24 RIGHT-OF-WAY 47' RIGHT-OF-WAY ACURB &CHD SD UTTER (TYP.) AS PER TYPICAL ALLEY SECTION J TYPICAL USTICK RD WIDENING SECTION TYPICAL SECTION NOT TO SCALE NOT TO SCALE 12" - 6" MINUS PIT RUN BARNSTEAD NOT TO SCALE GRAY SKIES C;d 0 PER ISPWC SD-802 BOWMILLS CYCLONE STORM CREEK USTICK STORM DATE: 04-23-2026 PROJECT: C2024-014 SHEET /)))J- - - —op U _ �SlCK_ ® EP - EP PRELIMINARY ENGINEERING PLAN FOR = a 26 as' S89'1.004"E ___ S89'19'04"E 235.02' - -1/4�33 — - - - STORMCREST SUBDIVISION "- N _ -- - - - - - - —\ EP _ _ I _ _ — P-- _ I F- 25,3IZ LOCATED IN N 1/2 OF SECTION 4 i T.3.N., R.I.W., B.M. z 2538 I� _________- - CITY OF MERIDIAN, ADA COUNTY, IDAHO =_ 1 off' j/��/� / I \ I I 2026 _ — o /� cq W Z W W u) a0 J `I\ � W � I N ` N I o 34' 34' \\ \ \ \\� W 1 ``\ 13 \ i Z M i� I W w 00 1 \\\ \ 141) I > 2 LLj \\ 1 \\\\\ O \ \ `o I ± °° o \`\\ \ \��\\\p \\\ I\p V o`Do w \ I \\Z \\\\\\ (I I I 10 2536 0 �` \\ I O � R� �� �\ mo Foy \\ i Q� N 0 i I \\ \SOP \\\� i A P� z N31'371'51"IE �� ` +++ \�, \�\ \� ; p� F of I '11 D A. 6 P 49.58 w + +� + \\\ \\ `\\ CHECKED BY: DAVID A. BAILEY P.E. % \�\\\\ \�\ pRsAWN BY: 112' w 3 yM1 o BLOCK 06 ♦ \\\\ \ ' �I 1c w \� ��\\\\\ `\\ LEGEND 61,550 5F \\\ \\ �`� BOUNDARY --- -- --- o w 9P/ iIQ '� \ d' \�\`\�r\�� 4 \ \`\\ LOT LINES (7 \ \\\ I ROAD CENTERLINE RIGHT OF WAY R/W i LOT NUMBER BLOCK NUMBER BLOCK 7 EASEMENT SSMH A-5 \\ \ \\VA\V `v SETBACK �� I 1 y \ \\\ \\ \\\ I CURB GUTTER & SW \l rl I I I I \\� \\\\ \ W. ASHTON DR. I 1 ® s 00 \\ STREET NAME`\ �\ \ \ HANDICAP RAMP mx I I R 115S.001 5Soo \\\\\ \\\ \ SEWER LINE s s �\ « I 3 � � WATER LINE W W W\\\\ \�\\ i \\ -O_- _� \\\\�\\\\\� i `\\ STORM DRAIN LINES—� PRESSURE IRRIGATION PI PI % / X SSMH A-4 '' °� \� VA\\ vv II — / GRAVITY IRRIGATION i4 SF IIi 1 O a\ \�\\S`�\\��� \\ FLOW ARROW -{ - 2 5 FIRE HYDRANT 4( CATCH BASIN STOP SIGN -� 1 i 0 I� I 5 ° EXISTING WATER WELL ❑W \ I +VI \ c� r 1 � \\\\ \\J � \ �`� FOUND ALUM. CAP MONUMENT _�s+ ---_ - —Xz-�>� �� ��i , A\J� \\LAVA\V `v 1 I I I \\\\\ \\\\\ \ \ FOUND BRASS CAP o� + \\\�e�\ `\\ MONUMENT I SMH A— , \\J\ \\\\\\\\\ \\\ � S O_ \\ SSMH A-1 ' 2S3g 2„� �- - - - - - SSMH A-2 \ \\ \ \ \\\ \ 6'6 ��' \LO £ BLOCK 02 9, it (Z ic) i \ , a I � I r I �« �i� I v A 3T.0. ` �A ` I p 9 i l 3 Ob 00 191 18 I I i j \ \`� A \\\� \ <(% V vv w a W w 5 SF I « / SSMH D-1 \\ \\\ \� \ N o h X �X I X , - �� 2 2 vJ` ���Jv `� `v > xe 1 O �\ �� \ LLI 50 \J\ \\\JQ \ `` i SF PI) - � a SF BLOCK 08 �w 1 I 1 i ��\cy \�\\ I/I 9 I E 7El 13,477 SF I ECR 1 \I 8 I I \ \ \ �'/ SF 42' V �� I I O `� \ \ �j'/� \ g \\\\ \ �Co `\ w 4 �22 I ss I 14 9 SF J \\J � —�— — Ld 0 S F w I I I \ \ \ \\ \\ \\ �\ \ \ I I I I I I I I (lD7 �iWI I131 ; ssMH ��. O O O © Z � 9 1 I I I I I I I I I I I \ `\ 190' i I I I I �\ U18 L _ -I L _ J L _ J L _ J L _ J SSMH C-2 �, 126' MH B-11 0 - - W - CPC $ SSMH C-4 9 \ \\\` \\\�\ \ ` Z J� y N j s s I s y a a \\ g \ \\ �J\ �\� � J `\ oN / , _ Ld Jf Jf JF S J � J � J - VJ SF �, II 1 , 14 i - I ' SMH C-1 «I 1 I I ��% O I I O I I �� I O I I I I g 1 i I �i� SF , 1 5 I a 2 1 3/I 4 5 1 6 1 7 1 1 8 I 1 ° _ \ `\JJ�`\\ - O O I I I o n SSMH \\ \ \\ \ \\ L _ J L _ J J _ L _ J ° 0. r 1 O a BL CK 5 12 -\ \\\ r w I I 10 �F \ \\\\\\ �w \ !� SF o I 7 0 \ y�\�\�\�\\� C17) I lI N _ w w w o RM CREEK w w w W a W W g- —W S I - W STORM / W J_- --SSMHB-2-J, a 5F - I � \ ` \ 6.L j__ _� _O In —� 7 —3-8 �Is \�41' \��� 50 0 25 50 100 \\\ I - \ -------� r-------r ------- __ SSMH E-1 _ ' - \�\ \ \�� \� `\ SCALE IN FEET 3F 1 I I j \ 9 1 - - I I I I -----i r-------- r-------� -------� r-------I -- - SS E 2 ��� \\��\J ` " r l\, (� I II - - - - - - -1� FI - - - — �-� I I II 1 =50 I , I ,2 r \ I �l I — — — I \\\�\\ %�\J\�\ \\` W iF I u�I li' II I' I I I I I � 11 II II I I I I I I I I I I I ;I I' I I I III I N I \\\\ \\\ \ n I \ 8 f I �I I� O I I v' I I O I I © I I O I ® I I O I 1 0 I I I -- 1 \ SSMH B-4 I I I I I I I I I I \\ \ \\ \ Iw ,I N \ $ ii ,I I, 11 i1 Ii I I i i II 1, 11 II II 11 it I, zs II IA \ \ \\ DATE:;F I BLOCK I6 1 04-23—202 6 R 2 o BL 6 PROJECT: C2024-014 J 120 roe_ ----- —SHEET 55' BLOCK 09 55N88-360�4"W- 8-33—'.14' -5 - - - 55 - - - - 102 ' -_-_ I\ 61' \\\\ \\ \\\ —— \\ J� \\ Tp p -41 191218 LC ��� PRELIMINARY ENGINEERING PROFILES FOR " oo SEWER ICE A PROE EE _ oc6 STORMCREST SUBDIVISION .__ F Z co 2550 2550 LOCATED IN N 1/2 OF SECTION 4 Z q w T.3.N., R.I.W., B.M. z 00 00 to z scn N CITY OF MERIDIAN, ADA COUNTY, IDAHO = QJ O 11 00 Mn . _ SEWER ENE B PROE EE 2026 NO Nu M000 0 . Q + � Z QOMNO 1 � � NN � Ncfl • � w 2 + N — + � z a n •• •• N SSMH A-5 2560 2560 �' Lu `� 2rhN — O + Lo Z 100 6 Lf� Q > •• •• = � N _ _ QNr) STA:6+30.73 cNnc~i� � z NN � zz � Lo ' � » z: o RIM:2535.67 » '� tS o � z cn M 2540 �'`� z z � Q Z It§4J62522.15 8 S W w o cncnF _ > Ld -- -----_ SSMH B-2 j W \ — — S A:7+18.28 " — — _ RIM:25 0.95 °° w INV IN:2523.31 8"S IN IN:2523.31 8"E 2550 INV OUT:2523.21 8"N N 00 2550 oS sA sn id 00 O � �� 4- Fa �� 00 °° co Lo ri N 00 00 Lo N 2530 2530 00 00 00 o N N N ;' o N SSMH B-4 �� U � O N� 04 � N m � Z � STA:8+14.71 �TF OF _ o RIM:2541.33 �q M co O O N = �n N z z o N �e � >> INV OUT:2523.92 8"N A. 6 P rI � � � � N N � ZZ N NH NHS » > + u) z z � (nNEZ Zz CHECKED BY: � N 2 - - U DAVID A. BAILEY P.E. ng � z zz — - - --- DRAWN BY: 254T U) w - - - - - 2540 DES 1 LF C- )° 103 — — — — —— — — — — — —— Lr • 15 LF C-C — _ 2520 16 2520 45 LF 8" PVC 00.42% (49 LF C-C) 2530 2530 2510 2510 1 1 126 LF C-C) 393 L C-C 77— 2520 25 LF 8" PVC 0.42% 2520 (29 LF C-C) 6 LF 8" PVC 00.62% 2500 2500 (67 F C-C) 2+00 3+00 4+00 5+00 6+00 6+31 2510 2510 2+00 3+00 4+00 5+00 6+00 7+00 8+a-@ 15 SEWER LINE C PROF LE 2550 �, w 00 w u, 2550 SSMH C-2 cn z 00 SSMH C- 00 0000 00 00 Lq STA: +48.34 r- STA:5+28.44 ca cn N RIM:2539.46 r RIM:2539. 5 00 N � � � INV IN:25 4.46 8"S SEWER E E PROFILE � � � N N � INV IN:2523. 2 8"NE o � � � � » o10 N a, Ln , I 23.82 ``� •N N N N INV OUT:2 24.36 8 NW + Z U 00 M N N H SSMH C-5 = � NZ zo SSMH -1 + Loz z_ = STA:5+86.46LD N 2560 2560 U > > > STA:4+1 .75 Q > > > RIM:2539.72 cncnxz z z RIM:253 .69 N N z z z INV OUT:2524.82 8"N INV IN:2523.68 8"E o 2540 - - - _ - _ -Nv UT:25- - "W — — — 540 -- - - — SEWER ENE D P R O E EE N LLI z 2550 25,5 N W Un Z co looz W z �_ �_ 0 2550 N w � Lu OD 2 0 00 O � 4 4N� N 000 0 � � � NN N rM r7r) ' N I . � N UPON NH NN0) N N � 4N LL 2530 2530 1 Lo + � � I �, �, ry O N � � 01� 00 2 � NZ ZU m — � N NH � � � NN MLoLo (n + 1n0 � Q � > > = � LoZ Zo W (D � CVH N � � N 0 V / = ENO (n ') ERZ KZ .. Z NMH 0> (nH � » > 2 � N — � + Lo LL Z (n (n0' Z ZZ >> 21� N0 e 2540 2540 � ~ _ _ _ _ - -- - - --- - -- - - �n �no- ZZ `n ~ E > � � o- Z 215 LF C-C 54 LF 8" PVC ®0.62% 2540 - -- - 2540 30 LF 8" PVC 0.42% (58 L C-C) (34 L C C) I�D 2520 2520 32 LF 8" PVC 00. 2% (36 LF C C) 40 LF 8' PVC 00.42%1 bi w (44 LF C- ) V 2530 2530 Ld ) 2530 2530 Z LJ 2510 2510 LF c c z rr nn 2+00 3+00 4+00 5+00 5+86 V , ° W 2520 2520 L ==2 261 LF C-C 2520 2520 U Q Z 0 - I J 2510 — 2510J0 e 4+75 4+00 3+00 2+00 W 2510 2510 3+00 4+00 5+00 6+00 7+0'0+21510 I DATE: 04-23-20 HORIZONTAL SCALE 1 "=50' PROJECT26 VERTICAL SCALE 1"=5' C2024-014 50 0 25 50 100 SHEET SCALE IN FEET 1"=50' 1p p 53 48" RCP IE 2527.00' __ /1_� S89'19'040E 2353.26' ` EP-® EP �� - - - --- --- --- S89'19'04"E S89'19 04"E 235.02' 1/4 33 --- - -- � 4 W. US71CK ROAD --- � � �— --- —_—• EP Benchmark 50.00 — EP ——— Y¢ ——— p Set 5/8" Rebar a zs3 I o dO/ w/ Red Control Cap z 9 TT NAVD88 EI-2537.20' s3 1 -t. 1 1 2538 30" RCP E 2527.13'� ; 18" PVC j O 5� IE(W) 2531.05' IE(E) 2531.40' j \ 12" RCP 4 1 \` I C4 J L I IE 2531.03' W e x i0 O 30" CMP O �fl� TOP(NW) 2529.79' 1 Z. NVI FL(NW) 2527.77' I $ PP\ TOP(SE) 2529.89' j FL(SE) 2527.51' I I \ $ 2536 25.0' W.0 1 10 60 180 I 9.p98 . `\ 0 30 120 NO I CAP \ I Scale: 1" = 60� N3137'r510E +'+ \ 3 58 I + I \ \ + \ \\ I 1 NO CA , 1 B T I \ \\ I I 1 I I I I I I l� � ■ dy \\ ` \\\ I \ I \ I I 6" `\ f' \ 12" CMP \, \ IE(NE) 2534.09' �¢' ♦ Legend IE(SW� 2533.42' 1 O Found 1/2" Iron Pin, as Noted ------- Property Boundary line g za" / \ \ \\ Found 5/8" Iron Pin, as Noted --- Section Line Q i 1a" \\` �' \ `,\ i ® Found Aluminum Cap Monument -------------- Subsurface Pipe -� 30" `\ ♦♦ \\ i Calculated Point, —oP Overhead Power Line \1 Nothing Found or Set _...—...—...—...—...- Bottom of Ditch Set 5/8" Iron Pin, Control Point —Toe Top of Bank Z 9 `\ 4 `\ X" Deciduous Tree (W/Size) X" Coniferous Tree (W/Size) " " " . . . . . . . ." ' Area of Concrete . . . . . . . . . . . . as BIKE RACK �� `♦ Tree Stump Building 1 \\ ♦I \`� T❑ Telephone Junction Box TELEPHONE JUNCTION BOX i Y �°p \ `�\ zs� ♦ \\ �^ Gas Marker + + + + + Area of Trees $ G + 10-xz' s ♦ \ Guy 1 \ \ < Wire Anchor x Fence + s-xz". . . ST IR + ♦ \\ f Power Pole Edge of Dirt Road ll4 ♦ \ —� � 10 �}( Area Light EGe Edge of Gravel Road W e \ ❑c Mall Box o" \I ♦ \ —EP Edge of Pavement APPROXII +,) �\ \ \ ® Water Valve AREA 9 I 6 i \`\ 9i ® Water Spigot 1 �a•• I \ 2537 \ \\ b Round Bollard J° 24" zo" \ \ TANKPROPANE 6 g `,, \ `,, ■ Wooden Post w 1 I 12' ?S3 1 `, \ `\ H2O e1z" \ \ O Back Flow Preventer j in; 10" ail \ 10" �10" 6' o � \`\\ W 10" `D \ ♦ \ M x x X� } I \ In `\ \,t3' `\ OIdaho Power Easement Z �g Inst. No. 804022 x \ x x x xI 1 EGR EGR H� ff ` `\ `\ 11779 1 �s�9 ♦\ \\ LD-7 zys0 �0N OF 1 � \ 70 , I \ \ 1 \ \ REVISIONS BY DATE I DAHO 9939 W. EMERALD ST. BOISE, IDAHO 83704 1 \ SURVEY PH. (208) 846-8570 1 zs3s �� FAX (208) 884-5399 Benchmark I \\�`� \\\\\ GROUP , LLC WWWIDAHOSURVEY.COM Set 5/8" Rebar w/ Red Control Cap \ , Utility Warning NAVD88 EI-2541.24' 3050 Morgan Grove Lane \\\ \\\ The underground utilities shown have been located from field survey Information and existing drawings. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or Topographic Survey abandoned. The surveyor further does not warrant that the underground utilities \ \ shown are in the exact location Indicated, although he does certify that they are located as accurately as possible from Information available. The surveyor has 16" RCP not physically located the underground utilities. TOP(E) 2542.20' �s4 ZSga \\ ,\ Situated in Government Lots 2 and 3 of Section 4, IE(W) 2541.00' _ ,2 _ _. \`, 12" CMP T.3N., RAW., B.M., Ada County, Idaho. These drawings, or any portion thereof, shall not be used - �--- - -"' ` 4998 ���� � �� — , TOP(E) 2537.99' on an project or extensions of this project except b - Sheet No. Y P k P k p r , IE(W) 2s3e.zs' Drawn: CMCCAMMON Checked: CMM Job No. agreement in writing with Idaho Survey Group, LLC. N8836 04 W 833.14� ` P:\3050 Morgan Grove Ln 24-201\dwg\24-201 Topo.dwg 7/29/2024 7:52 PM ` `\` Date: 7/29/2024 Date: 7/29/2024 24-201 1 of 1