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Preliminary Plat
Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 wvvw.edmpartners.com � I I \ DRAWBRIDGE SUBDIVISION I I UNPLATTED I\ $ O O O O I I I • 2 I SCALE: 1" = 60' •�� BRID R — � � � � SUBDIVISIONISION N0. 2 0 30 60 120 180 5 1 3 I I I I DEVELOPER: 1 I hw z BLOCK 6 J � Z aZ " ; - - -' 3 vIBLOCK pLU Z5 4 ooI �H G— C W BELLTOWER DR w wL I DEVELOPMENTBLOCK 5 � JL— I I = -- W � _ - - w ,• 2 I W BELLTOWER DR. I -__- --- _-_ 8 UNPLATTED � 7 6 3 I --- UNPLATTED 3 - 6 - — I I I �j NOTES: O A I K 2 1. This drawing is considered preliminary unless 1 I affixed with a municipal I � P approval or Pit ;71 q. k��' �::� — 21 I I o accompanied by a separate approval document. wI 2. All sanitary sewer improvements shall conform W BELLTOWER DR. — 1 I I J I with the standards and specifications of the -- ---- -----' — 3 m o I I — _ — U I I I I I City oMeridian. Z I s and specifications of the � All culinary water improvements shall conform za - � -- _ N w I with the standards s e ' Z BRID ET WER 4. - --- o N o City of Meridian. BLOCK 4:::::l ----- --- f way All improvements in the public right o a BLOCK 3 3 2 J I I I SUBDIVISION N0. 2 shall conform with the standards and 5 4 I 4 ' I I specifications of the Ada County Highway 3 2 9 8 7 j 6 5 Q I I I I District (ACHD) and the Idaho Standards For 3 I I Public Works Construction-ACHD Supplement 1 I I I (ISPWC-ACHD). • I 1 P 5. All private improvements rovements shall conform to Idaho �I LL O J � IIII I I I I L1 J � I I I Standards For Public Works Construction w - J L IJL I I I I (ISPWC) standards and specifications. _ _ I 6. Contractor to field locate and verify the W. DOC LANE (PRIVATE) o " o 0 0 I horizontal and vertical location of all utilities IUNPLATTED � L '• ;' I I prior to beginning work. SHEET INDEX UTILITY REPRESENTATIVE ACRONYM PHONE NUMBER PRELIMINARY PLAT DATA: WMCMILLANRD PP-1 COVER EXISTING ZONING: PP-2 EXISTING CONDITIONS & DEMOLITION RUT GAS INTERMOUNTAIN GAS IMG (208)377-6839 o PP-3 PLAT LAYOUT R-4(MEDIUM LOW-DENSITY PP-4 PRELIMINARY ENGINEERING R-4(MEDIUM LOW-DENSITY RESIDENTIAL DISTRICT) ELECTRICITY IDAHO POWER IPCO (208)388-6320 L-O (LIMITED OFFICE DISTRICT) PP-5 SEWER PLAN & PROFILE TELEPHONE CENTURYLINK C-LINK (208)385-2144 SITE DATA: SITE AREA 386,207±SF SITE ACREAGE 8.87±ACRES SEWER MERIDIAN PUBLIC WORKS MPW (208)887-1297 DIMENSIONAL STANDARDS (R-4): DIMENSIONAL STANDARDS (L-O): SURVEY CONTROL NOTES: MIN.PROPERTY SIZE 8,000 SF MIN.PROPERTY SIZE N/A WATER MERIDIAN PUBLIC WORKS MPW (208)887-1297 0.18 ACRES 1. ALL SURVEY DATA IS BASED ON NAVD83 STATE PLANE ROADS ADA COUNTY HIGHWAY DISTRICT ACHD (208)454-8135 SETBACKS: SETBACKS: (IDAHO WEST) AND VERTICAL NAVD88 DATUM. STREET(TO GARAGE): STREET LANDSCAPE BUFFER: LOCAL 20' LOCAL 10' a IRRIGATION SETTLERS IRRIGATION DISTRICT SID (208)344-2471 COLLECTOR 25' COLLECTOR 20' �EMOuj I I PROJECT GEOTECHNICAL REPORT: PROJECT GEOTECHNICAL ALLEY 5' ARTERIAL 25' o REPORT PREPARED BY ALLWEST TESTING Ft ENGINEERING FIRE MERIDIAN FIRE DEPARTMENT MFD (208)888-1234 STREET(TO LIVING AREA): SETBACK: LOCAL 15' FRONT 0' Z ON JUNE 4, 2025, PROJECT NUMBER 524-689G. COLLECTOR 25' 0 ALLEY 5' REAR 0' L TOWE SITE LOCATION SIDE INTERIOR 5' SIDE 10' z w J REAR 15' CONSTRUCTION PHASING MAP LANDSCAPE BUFFER: LANDSCAPE BUFFER: COLLECTOR 20' RESIDENTIAL 20' z // \ ARTERIAL 25' ON L ENTRYWAY CORRIDOR 35' FN ( I INTERSTATE 50' MAX.BLDG.HEIGHT 35' F C/ x MAX.BLDG.HEIGHT 35' 14176 5 1 r — STREET FRONTAGE 60' (P 3/10/26�0 44/ 3 T O TOTAL LOTS: 34q F OF P�� 4 3 I I RESIDENTIAL BUILDABLE LOTS 20 qR� R �J I COMMERCIAL LOTS 3 ao 8 7 6 3 2 J COMMON LOTS 11 6 , TOTAL RESIDENTIAL(R-4) GROSS ACREAGE: 7.22 ACRES VICINITY MAP - MERIDIAN, ID Q I I I I TOTAL COMMON LOT ACREAGE: 1.15 ACRES SCALE: 1"=500' Blueberry Hills _ TOTAL BUILDABLE LOT ACREAGE: 4.50 ACRES RIGHT-OF-WAY ACREAGE: 1.58 ACRES L _ 111 AVERAGE BUILDABLE LOT SIZE: 0.23 ACRES W 2 — I I I TOTAL BUILDABLE LOTS: 20 LOTS Subdivision 5 4 3 2 9 8 7 6 5 4 3 r i I I DWELLING UNITS PER ACRE (GROSS): 2.77 DU/ACRE 1 Preliminary Plat 1 I I I I TOTAL LIMITED OFFICE (L-O) GROSS ACREAGE: 1.64 ACRES OWNER ------- I TOTAL COMMON LOT ACREAGE: 0.25 ACRES Cover TOTAL BUILDABLE LOT ACREAGE: 1.02 ACRES J V RIGHT-OF-WAY ACREAGE: 0.37 ACRES 10 MILE DEVELOPMENT, LLC ECT#PRO I I AVERAGE BUILDABLE LOT SIZE: 0.34 ACRES P.O. BOX 190804 PROJECT: J TOTAL BUILDABLE LOTS: 3 LOTS BOISE, ID 83719 DRAWN BY: CLS OPEN SPACE: (208) 908-6763 REVIEWED BY: ERB R-4 REQUIRED QUALIFIED OPEN SPACE PERCENTAGE: 12% CONTACT: LYNN CARRILLO REVISIONS: CONSTRUCTION PHASE 1 R-4 REQUIRED QUALIFIED OPEN SPACE ACREAGE: 0.87 ACRES NO. DATE REMARKS L-O REQUIRED QUALIFIED OPEN SPACE PERCENTAGE: 0% SURVEYOR: L-O REQUIRED QUALIFIED OPEN SPACE ACREAGE: 0.00 ACRES U IDAHO SURVEY GROUP, LLC c TOTAL REQUIRED QUALIFIED OPEN SPACE ACREAGE*: 0.87 ACRES 9939 W. EMERALD ST. CONSTRUCTION PHASE 2 PROVIDED QUALIFIED OPEN SPACE ACREAGE**:0.94 ACRES BOISE, IDAHO 83704 a (208) 846-8570 *REQUIRED OPEN SPACE ACREAGE WAS CALCULATED PER MERIDIAN CITY CODE CONTACT: LAWRENCE KOERNER, PLS 3 1 1-2A-5, 1 1-2B-5, 1 1-36-7 AND 1 1-3G. **QUALIFIED OPEN SPACE INCLUDES 50%OF THE 25 MINOR ARTERIAL DATE: March 9, 2026 ti LANDSCAPE BUFFER AND 100%OF THE REMAINING OPEN SPACE LOT FOR CIVIUSITE ENGINEER: COMMON LOTS ADJACENT TO N TEN MILE RD. EDM PARTNERS SHEET NUMBER: PO BOX 6925 U BOISE, ID 83707 CONTACT: TED BURKE, PE pp�i U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 wvvw.edmpartners.com 30'INGRESS Et EGRESS Et / \ _ UTILITY EASEMENT INST / I BLOCK 2 EX. WATER,TO I NO. 110093891 Et INST I I DRAWBRIDGE SUBDIVISION BE PROTECTED NO. 94083262 I O — UNPLATTED 1 O EX. IRR BOX EX. OVERHEAD POWER, ` / \ 30'INGRESS Et EGRESS Et UTILITY TOP BOX: 2558.77' O I TO BE REMOVED / EX. 12'WIDE ACCESS EASEMENT — EX. GRAVEL EX. POWER SERVICE, EASEMENT INST NO. 110093891 Et INST I/\ I •� ,„EX. GRAVEL ROAD, NO. 94083262, INGRESS Et EGRESS TO INV 18"PVC W): 2554.56' 2 I SCALE: 1" _ (��� ,. EX. 15"CMP I � PLS 4998" \ — — — — _ ROAD,TO REMAIN TO BE REMOVED INV 10"PVC (W): 2554. 6' — I _ _ "PVC(S): 2554.32' I I�INV:2550.4T - T T T TO BE REMOVED BE VACATED WITHIN SITE BOUNDARY INV 18 d 30 60 120 180 1 - I EX. WALK,TO I EX. 15"CMP — - - - - - - - - - - - - - - - - - - _ �-� — INV: 2550.86' EX. DITCH, — — — — — EX.WELL, a EX. 12"RCP i — — — — — BE PROTECTED TO REMAIN 'TO BE PIPED \\ \ — -�� INV: 2552.32 — I EX. SDMH DEVELOPER: / l ��ss I J e• `\ — — \ — / — I RIM: 2557.55' I ® \ 1 \ • PARCEL"B" a- <<�I QS4 \ EX. OUT BLDG, \ L "\ \\ EX.TREE,TO ROS NO. 9814 \ DROP / EXISTING 50'WIDE ACCESS EX. IRR BOX — H L L Ln � S> \ \ REMAIN (TYP.) 1 5551 ^\ TOP BOX: 2558.77' EX.TREE,TO BE 61� / � ua — — L� / TO REMAIN 4325 N.TEN MILE RD. lti \ EASEMENT,TO BE VACATED \ \ 1.42 AC. REMOVED (TYP.) 1ti55 / ---1� /' \ INV 18"PVC(N): 2554.32' I �� �� 1 y511 // — I 1 INV 10"PVC (W): 2554.56' I — _ _ \ EX. OUT BLDG, r — EX. HOME, y / / •l� j 1 I I I '� \�� I r�• I , c I I D c V Ifs fl z t l �o INV 18"PVC(S): 2554.32 { I , / / � � �l � ,� � � > > .. I W BELLTOWER DR I EX. DITCH,TO BE \ TO REMAIN r TO REMAIN EX. WELL / / / )//� ` N N / EX. DRIVE AND WALK,TO BE I EX. DI AND CONCRETE PIPED AS NECESSARY \\ I I 1 �/ / /// / / i` / / REPLACED WITH DRIVE ENTRANCE I APRON, TO BE REMOVED Y =s / EX. GAS SERVICE, J EX. HOUSE,TO BE / // / ' / I / / EX. DRAINAGE TO BE REMOVED / DEMOLISHED 4 //// / \ / EX.WELL,TO PER ISPWC ACHD SD 701 �U I �I III •� —`_ �\ l / /� J / 11 j// \\ ( BE ABANDONED 1 BE DEMOLDISHOED I PIPE,TO REMAIN �� EX. SEPTIC TANK, / I I \\\ I - - NOTES: \ E AI�T-$LDG, — -� O EX. IRR BOX,TO REMAIN 1 / y — — II TO REMAIN \ < 1 �� / EX. FENCE, TO BE REMOVED_ _ I II I I C TO BE ABANDONED hh EX. SSMH 1. This drawing is considered preliminary unless EX. WALK,TO I RIM: 2556.98' \ \ 1 i III III affixed with a municipal approval or EX. CONCRETE I \ EX. DITCH,TO BE '\ , EX. FENCE,TO REMAIN / \ \ ' \ I EX. POWER, TO EX. GRAPE BE PROTECTED 27"PVC (N):2544.30' DITCH,TO REMAIN ' � — PIPED AS NECESSARY � � OR BE REPLACED \ � � I II accompanied by a separate approval document. \_ \ i \ l BE REMOVED VINEYARD,T� 1 I I I I( N 30"PVC (S):2543.71' T _ BE REMOVED `� I I L `I II �I _ 24"PVC (E):2544.54' 2. All sanitary sewer improvements shall conform — — _ — EX. FENCE,TO r `�� 1 \ I i I I w I * with the standards and specifications of the BE REMOVED v ( EX. FENCE,TO BE REMOVED / J I City of Meridian. I EX. FENCE,TO BE REMOVED I ;,, III \\ I r \ r� (�iII d 11 I 3. All culinary water improvements shall conform �II111 ( I t? \ N r with the standards and specifications of the I ' I L1 \ I II — I.— � City of Meridian. I II I II 111 I/ z PARCEL"A" I EX. BLDG,TO BE �� / IIII I I � 4. All improvements in the public right of way I \ I DEMOLISHED 11 I I shall conform with the standards and III ROS NO. 9814 I �— \ �, L I III I III `I 4315 N.TROS MILE RD. 9.16 AC. I // /I \\ I , I I specifications of the Ada County Highway\ I 1 ACHD PERMANENT I • I IM I I District (ACHD) and the Idaho Standards For EASEMENT INST. #2020-013502 IIII II I I Public Works Construction-ACHD Supplement (ISPWC-ACHD). I 5. All private improvements shall conform to Idaho Standards For Public Works Construction II \ I �Ss/ EX. T� RA 0 ER PAD I I� I I I 1 I I I ISPWC) standards and specifications. I EX. FENCE,TO BE REMOVED / ii S I III IIII F \ / ✓ _'`�� — 6. Contractor to field locate and verifythe EX. FENCE,TO BE REPLACED- — — — =��`\- 51,IDAHO POWER EASEMENT=— � "PLS 4998" �- I horizontal and vertical location of all utilities 155 INST#2020-141311:_ r � III r a UNPLATTED l �� _R 1 I I i prior to beginning work. I III I / Ex. IRR BOX, \ _ I I 1 III I TO REA AIN \\ EX. GRAVEL ROAD,TO REMAIN — — — EX. IRR BOX tA A, I I I 'I IRR BOX EX. 12"PVC PARTIALLY BURIED / TOP BOX: 2557.03' I I I l"� TOP BOX: 2556.95' INVINV 10'PP C(S): 2554.37' 1L ``k \� J I INV 12"PVC(W): 2553.75' / ROS 2024 INV 12"PVC (E): 2553.75' \ \ I INV 18"PVC(S): 2553.51' UTILITY WARNING: 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 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 NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. DEMOLITION NOTES: 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OD THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION (334-2190) 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAINFIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND ANAL F SHALL EXCAVATED THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF X THE DRAIN FIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF 14176 R EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH N�3/10/26�0 44/ J STRUCTURAL FILL. ���OF R a a ao v Blueberry Hills W Subdivision Preliminary Plat x Existing Conditions & Demolition R PROJECT: PROJECT# DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: No. DATE REMARKS U i k O R S�. O s. Q 'O s. c� X DATE: v March 10, 2026 SHEET NUMBER: U PP �2 m m r7 i U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, , Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 2815 E 3300 S, Salt Lake City, UT 84109 I1 (801) 305-4670 wvvw.edmpartners.com 30'INGRESS Et EGRESS 8t UTILITY I EASEMENT INST NO. 110093891 Ex INST NO. 94083262 / \ I I I1 DRAWBRIDGE SUBDIVISION I I O 30'INGRESS 8 EGRESS 8 UTILITY UNPLATTED O O EASEMENT INST NO. 110093891 8 O I SCALE: 1" = 60' MEE, KEVIN R L INST NO. 94083262, INGRESS Et _ 50'ACCESS EASEMENT,TO EGRESS EASEMENT TO BE VACATED 2 S89°08'57"E 517.38' \ - _ BE VACATED WITHIN WITHIN PROJECT BOUNDARY O - PROJECT BOUNDARY I 0 30 60 120 180 101.00' - S89°08'57"E 406.89' BRIDGETOWER 68.38' a7.00' 101.00' _ ` _ - o SUBDIVISION NO. 2 DEVELOPER: _ 27.39' 64.38' fIF 71.75' 178.54' 64.83' M 5 _ _3 - -- - 01 25898 SF 8613 SF I - ---------- ---' °° 9,122 SF � - w - --- I 3 7p .0 �• r 00 BLOCK 6 Ln C) J o N M I C I � 19 855 SF o I ��A �C a o N89°08'57"W 101.00'- L II o o !' N89°14'50"W 254.44' o M J Z w g I o BLOCK 1 I I DEVELOPMENT 101.38'- o w 52.44' 101.00, 101.00, o 0 o M o 5 4 4 r4 23.71' 64.83' ,538 S N 11,846 SF o 11,695 SF / C4 S89°14'50"E 88.53' I W BELLTOWER DR F o 0 2,020 SF o �, N LU I� - 3 z Icn o�, M o o -N89°08'57"W 101.00'� Z 3I� z BLOCK 5 M ? I z I C1 S89°14'S0"E 75.79' 60 1 0 0 0 o b� C. 0 0 I•-' _Z w '^ 2 co ��� I 1��q Q�' W BELLTOWER DR. I 0 6 o N89°14'50"W 88.89' $ w 7 I I o o ° UNPLATTED p� r I I Leo' NOTES: z 5,773 SF o 11,118 SF o 11,118 SF o 3 ^ ^ 3 0 9,148 SFco ��` 000� 13c� I� L�� C5 63.89' 25.00' 0 0 00 8,595 SF I I I I N�5 ooE a 3 I 1. This drawing is considered preliminary unless w w z I z o b�Q� 6 N I 1` 1j6�00 �� ��0./ I o a � C> I F `" 53.20' M e affixed with a municipal approval or �J ti 3 756 Sr I- I I �, accompanied by a separate approval document. a o I I -101.77'- , 72.81' L - - - J L - I � �p� 22.74' 0- _ _-- BLOCK 2 1 I w � F � 14.16' � S89°14'50"E 98.32'- � 92 78 - 2. A sanitary sewer improvements shall conform 0 52.44' 101.00' 101.00' 0 81.00' o o C� 1,950 SF N89°38'57 E 243.68' N82°55'13'E 110.78 2 � I o o with the standards and specifications of the z S89°14'50"E 349.60' z z C1� N89°14'46"W 81.85' 0.24' N82°55'13"E 226.3� 0 12,340 SF I City of Meridian. W BELLTOWER DR. I o _ C> ;r, o z ( J 3. All culinary water improvements shall conform 9 with the standards and specifications of the _ _ U hd N S89°14'50"E 518.79' N89°38'57"E 238.16' C3- 78.00,C8 C- ' ^ I ,550i S 393.13' � I H = 125.66' g�' N I I oo Z City of Meridian. S89°14'50"E 349.66' Z a Z a 80.75 -I I o N N I I w 4. All improvements in the public right of way 89.88 80.00' ,� (, 62.44' 19.95_ 60.06'� 80.01' - 80.01' 25.55' I I I i cm N89°14'50"W 112.73'- ,,, oN Z shall conform with the standards and 90.00' 89.78' �� �O 54.97' Ln N o H r I I co o o - - N specifications of the Ada County Highway �� I I iCD e0 Z 3 BLOCK 4 M � � I �, M N o I BRIDGETOWER District (ACHD) and the Idaho Standards For � 7 BLOCK 3 0 3 2 3 3 - � Z I SUBDIVISION NO. 2 Public Works Construction-ACHD Supplement 5 0 4 I w 3 2 I3o I I I o = I 5 I 4 3 I 10 919 SF o I 11,799 SF o } o I I I (ISPWC-ACHD). 0 9,691 SF I o 9,698 SF 9,674 SF o 8,620 SF o o W 9 0 $ 0 7 3 6 3 9 196 SF 0 10,038 SF o �, Q ( 5. All private improvements shall conform to Idaho 8,797 SF r, 8,655 SF 8,774 SF o I 8,898 SF o 0 C' 3 3 o I I o I En v I v o Ln .� 0 12,098 SF o Standards For Public Works Construction o I I I I I (ISPWC) standards and specifications. z Z o ,� o Z Z o 6 0 970 F O I 6. Contractor to field locate and verifythe 069 F z _ _ - I I J I J J I I :::E I I I _ I I horizontal and vertical location of all utilities 47 00' - J - - J - - J - - I prior to beginning work. 90.00' 90.00' 89.78' 80.00' 20.00' 82.44' 80.00 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' 20.00' 47.00' 112.47' 25.00', N 69°14'50"W 1263.69' I UNPLATTED W. DOC LANE (PRIVATE) BOWMAN, LARRY D UNPLATTED BOWMAN, DEBRA A VORBECK, ELIZABZABETH A WISKUS, JOHN E PRELIMINARY PLAT NOTES 1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED SUBDIVISION PLAT. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 3. GRAVITY IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT (SID) IN COMPLIANCE WITH IDAHO ADMINISTRATIVE PROCEDURES ACT (IDAPA) SECTION 31-3805. SECONDARY IRRIGATION WATER SOURCE SHALL BE PROVIDED, AS REQUIRED, IN ACCORDANCE WITH NOTE: CITY OF MERIDIAN SPECIFICATIONS. THIS PRELIMINARY PLAN SET IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES NO AGRICULTURAL OPERATION, TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR NOT INTENDED TO BE USED FOR PREPARATION OF FINAL ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION CONTRACTS. FINAL CONTRACTS SHALL ONLY PREPARED ON THE BASIS OF PLANS THAT HAVE BEEN FULLL Y WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE PERMITTED BY ALL NECESSARY REGULATORY AGENCIES RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE INFORMATION PROVIDED ON THESE PLANS 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS SUBDIVISION. AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL 6. ALL COMMON LOTS ARE SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE PUBLIC UTILITIES. OWNER OR THEIR DESIGN CONSULTANTS. 7. LOT 5, BLOCK 1 IS A COMMON LOT THAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND IS SUBJECT TO A BLANKET ACCESS EASEMENT. THIS LOT SERVES AS A COMMON DRIVE WITH AN INGRESS/EGRESS EASEMENT IN FAVOR OF LOTS 4 AND 6, BLOCK 1. IN ADDITION, INGRESS/EGRESS RIGHTS ARE GRANTED TO 3417 W ELK BUGLE LN (PARCEL NUMBER SO434142354), WHICH IS OWNED, AT THE TIME OF THIS PRELIMINARY PLAT PREPARATION, BY KEVIN R. MEE. THIS INGRESS/EGRESS RIGHT IS TO REPLACE INGRESS/EGRESS RIGHTS PREVIOUSLY BESTOWED BY EASEMENT INSTRUMENT 110093891 Et 94083262, WHICH WILL BE VACATED ON THE PROJECT PROPERTY. ONAL F 8. LOTS 1, 5 Et 6, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3; LOT 1, BLOCK 4; LOT 1, BLOCK 5; AND LOTS 2, 4, 5, Et 8, BLOCK 6 ARE COMMON LOTS -. F NG�A AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 9. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. 14176 10. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. (P 3/10/2 6�o 11. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. �TF OF�pP 12. ADA COUNTY HIGHWAY DISTRICT STORMWATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. qR0 R 0J 13. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. x 14. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET RLIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE Blueberry Hills 15. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. Subdivision a 16. UNLESS OTHERWISE DIMENSIONED, ALL INTERIOR LOT LINES CONTAIN A 5.00-FT WIDE EASEMENT ON EITHER SIDE FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. Plat Layout r� / r. PROJECT: PROJECT# w DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: x No. DATE REMARKS s~ v a / U v O Cr k DATE: Q March 10, 2026 U Y SHEET NUMBER: PP �3 Q / A Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, , Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 2815 E 3300 S, Salt Lake City, UT 84109 I .-0—) 1 (801) 305-4670 wvvw.edmpartners.com SCALE: 1" = 60' � 2 _ _ 0 30 60 120 180 ON — DEVELOPER: L-1 1 EX. 16"WATER MAIN ~ 1 I I a = 4 I I 71 1C) - I Ly EXISTING GRAVITY IRRIGATION 3 I EX. SDMH 1 _ a ` - - I I I I 1 ��RIM: 2557.55' 02 PROPOSED GRAVITY IRRIGATIONA W I ( N a PROPOSED I 1 �HJI ® I PARKING AREABLOCK 6 I III II �� - - PROPOSED SOLID FENCE PROPOSED SINGLE WATER SERVICE DEVELOPM2NT O — PII PROPOSED OPEN-VISION FENCE 5 I 4 I 3 —BL—O—CKI PHASE 2 J PROPOSED WATER MAIN W BELLTOWER DR BLOCK 5 WFUTURE CONSTRUCTION � I EX. SSMH = _ — i I I NN 3w II 2 Q =_ 1RIM:2556.98'ca W BELL I QWER R.i 27"PVC (N):2 544.30' 8 7 1 1 6 30"PVC(S):2543.71' _ -- — NOTES: 24"PVC (E):2544.54 � 1. This d rawing is considered preliminary unless O I affixed with a municipal approval or PROPOSED WATER, Z PROPOSED PRESSURE IRRIGATION 6 L FUTURE PHASE / PROPOSED SEWER MAIN I �o accompanied by a separate approval document. � I I L — J 11 ° B I K 2 I I I 2. All sanitary sewer improvements shall conform I ��EX. 12"WATER MAIN with the standards and specifications of the o 21— _ I I City of Meridian. _ BE D o I I 3. All culinary water improvements shall conform SS SS — — — — — — — `J' 1 1 I N I I with the standards and specifications of the 0 O I 1 —I I — I Z I City of Meridian. PROPOSED STOP 1— — w I 4. All improvements in the public right of way L — — — — — — — — _ SIGN (TYP.) _ — r� z �, shall conform with the standards and PROPOSED SEWER, — — � � specifications of the Ada County Highway BLOCK 4 I PROPOSED TRAFFIC PROPOSED DUAL I I a — — I I District (ACHD) and the Idaho Standards For FUTURE PHASE CALMING (TYP.) I WATER SERVICE(TYP.) I BLOCK 3 I I 3 I 2 Z I Z I I I I 9 Public Works Construction-ACHD Supplement 5 � I 4 II 3 II 2 I I I 9 I � 8 7 6 5 I 4 I I 3 I a ' II I II ,1 (ISPWC-ACHD). PROPOSED SEEPAGE I I I I I ; 0- m rn I I I 5. All private improvements shall conform to Idaho BED(TYP.) I I I I I I I I 1 LU 0 1 w I11 Standards For Public Works Construction 1 0 I (ISPWC) standards and specifications. I I I II I J L — — I L — I INLET(TYP.) a 1 1I I I I — 6. Contractor to field locate and verify the I I 1 I I I horizontal and vertical location of all utilities PROPOSED DRAINAGE ClC1 ) prior to beginning work. EX. GRAVEL DRIVE,TO REMAIN NI CN I I � I N W Jkl I I I H PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SUPPLY WILL BE PROVIDED BY CITY OF MERIDIAN. 8"WATER MAINS WILL BE INSTALLED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN ON N. TEN MILE ROAD. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. PHASE 1 OF THE PROJECT WILL BE SERVED BY AN 8" SEWER MAIN CONNECTED TO THE EXISTING 27" SEWER TRUNK ON N. TEN MILE ROAD. PHASE 2 OF THE PROJECT WILL BE SERVED BY A CONNECTION TO FUTURE DEVELOPMENT WITHIN THE NORTH BLACK CAT TRUNKSHED. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN. 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 5. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. 6. STORM DRAINAGE SHALL BE COLLECTED AND ROUTED TO STORM RETENTION FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE STORM RETENTION FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED DURING FINAL DESIGN. 7. GRAVITY IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT (SID) IN COMPLIANCE WITH IDAHO ADMINISTRATIVE PROCEDURES ACT (IDAPA) SECTION 31-3805. SECONDARY IRRIGATION WATER SOURCE SHALL BE PROVIDED, AS REQUIRED, IN ACCORDANCE WITH CITY OF MERIDIAN SPECIFICATIONS. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER, DRAINAGE, SEWER, AND PRESSURE IRRIGATION. 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. 10. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. 11. ROAD SECTION FOR THIS PROJECT IS LOCATED ON THIS SHEET. 12. GRADING AND EARTHWORK IS NOT INCLUDED OR SHOWN ON THESE PLANS. ONAL FNG 13. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN F �' STREET LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE PUBLIC UTILITY EASEMENT 14. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A PUBLIC UTILITY EASEMENT 176 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. DRAIN INLET TO SUBSURFACE BUILDER TO CONSTRUCT REAR LOT PRIVATE /10/2 � BUILDER TO CONSTRUCT REAR-LOT PRIVATE INFILTRATION SWALE FOR LOT RUNOFF IN N 3/10/2 6 O 15. SEE FIRE ACCESS PLAN EXHIBIT (SHEET EXH-6) FOR DETAILS REGARDING EMERGENCY ACCESSES. DRAIN INLET TO SUBSURFACE INFILTRATION SWALE FOR LOT RUNOFF IN SEEPAGE BED ACCORDANCE WITH THE SUBDIVISION CC8R'S 44/ SEEPAGE BED ACCORDANCE WITH THE SUBDIVISION CC8R'S F- — — — — — AND ARCHITECTURAL DESIGN STANDARDS. NO �Z�TF OF — AND ARCHITECTURAL DESIGN STANDARDS. NO RUNOFF SHALL PASS ONTO ADJACENT SLOPE. qR0 R RUNOFF SHALL PASS ONTO ADJACENT SLOPE. IF HOME OWNER CHOOSES TO INSTALL A IF HOME OWNER CHOOSES TO INSTALL A L SUB-SURFACE STORM WATER FACILITY INSTEAD W SUB-SURFACE STORM WATER FACILITY INSTEAD OF A SURFACE SWALE,THE SEEPAGE BED OF A SURFACE SWALE,THE SEEPAGE BED MUST BE SIZED TO TREAT THE 100-YEAR '5 MUST BE SIZED TO TREAT THE 100-YEAR RUNOFF VOLUME AND MUST BE APPROVED BY Blueberry Hills RUNOFF VOLUME AND MUST BE APPROVED BY DIRECTION ACHD. ACHD. OF DRAINAGE 1 85, Subdivision o _ - -' _ $ 5 _ 4-1 II PreliminaryEngineering PROPERTY LINE 4 0 g g —III= = 1' II—III_ a 47.00' =1 I— - 1' I I I- o 11 ao =��I— J INDOW C-33 — —III— PROPERTY LINE PROJECT: PRO ECT#SAND WINDOW C-33 EXTENDINTO APPROXIMATE SAND TO EXTEND INTO IFREE-DRAINING SOILS DRAWN BY: CLS 16.50' 16.50' GRADE BREAK j 11 FREE DRAINING SOILS WIDTH PER TABLE REVIEWED BY: ERB ,� 5.00' 2.00' —� 2.00' 5.00' WIDTH PER TABLE INFILTRATION SWALE DETAIL (NTS) AN REVISIONS: 2.00% 2.00% DIRECTION INFILTRATION SWALE DETAIL (NTS) No. DATE REMARKS --J OF DRAINAGE ° 5 CONCRETE SIDEWALK 5'CONCRETE SIDEWALK k 3" ROLLED CURB PER PER ACHD SUPPLEMENTAL 5'coNCRETESIDEWALK ° x. 0 STANDARD DRAWING SD-709 ° • ° • • 3"ROLLED CURB 3"ROLLED CURB DATE: ° ACHD SUPPLEMENTAL March 10, 2026 q STANDARD DRAWING SD-702 PRIVATE DRAINAGE SYSTEM DETAIL SHEET NUMBER: PRIVATE DRAINAGE SYSTEM DETAIL LOTS 3-5, BLOCK 4 a TYPICAL ROAD SECTION LOTS 5-6, BLOCK 6 q TYPICAL LOTPP �4 A IW N N DM Partners O O - 2815 East 3300 South, Salt Lake City, UT 84109 52) / (801) 305-4670 www.edmpartners.com (25 - o - - _ I _ (2552) 1 -T T T�TLTLTLZT� _ o - - - - - as ail 1 254rJ8 2547 a I \1 • Y1 N - - 1 / II .• MH-21,48"0 I 8< • ° �ZL I I y STA: 1+75.46, 3.92'R RIM: 2554.40 /ASS �\ \ `` ` - - - I v 2 I L (2558)�l i IE OUT: 2551.13 8"(S) / z �. \ I, I MH-12,48"0 SCALE: 1" - 50' STA: 2+61.73, -1.97'L I I r, �51. I / - RIM: 2554.62 (2558),P� `f -J I ` / / _IE IN: 2546.57 8'(SW) J uc 2.0% 2.0% 7.1% . - - - - V.1 / 5 4 // /` I / ^� IE OUT: 2546.47 8"(E) I I I - - ti�h o - - / _� / / / I / , I / l ��b / 1 I I I I N 0 25 50 100 150 I ` •• C r?S I \ =--- - OWNER: I� I I i / M rn N o! I I ' J \ / I I MH 14,48"0 /i LS�It ��/ / / S I . - MH-11,48"0 =- I +00 STA: 1+13.16, 5.00'L - - I� L�y3 7 I I I W 2 ti / ' �� / / / ' I \ STA:4+11.48, 2552359 0 53 O� W oL 2+00 R. I I RIM: 2557.11 s I _ -_- J / / l� l 1 I III / v1 I N \\\ t- �� / / - /// / 1\ 1 I IE IN:2547.37 8"(W) ✓ - / �o x0� ? N I III I I IIE IN: 2544.29 E IN: 2545.88 8�(W)) PHASE 2 S \ \ - I IE OUT: 2547.27 8"(NE) ` - �3 a / 0 1 c=RADE , /_ IE OUT: 2544.29 27" (S)- - - �H GC III I MH 17,48"0 I I I \ \ - - / / 1 _ S I - FUTURE CONSTRUCTION BREAK - STA: 10+54.70, -5.00'L \ _ _ 6 l �� 2555 - 6 I N r J C V L P M E N T RIM: 2554.13 s ' MH 16,48"0 ( ) �` @O sue, MH 13,48"0 III I I III I IE IN:2550.29 8"(W) APPROXIMATE EXISTING SEWER STA: 6+77.MH 16,48'L -� I I o 1 STA: 3+24.49, -9.89'L I I � EX. SSMH N! - - IE IN:2550.29 8"(S)J N TRUNK SHED BOUNDARY RIM: 2553.68 o a k�0 RIM: 2552.94 `\(2555) I I Ip III y Rim 2556.98' ® IE IN:2550.29 8"(N) N 1 STA 8+19.97, 7.02'LT. IE IN:2548.68 8"(W) �.=A IE IN: 2546.92 8"(SW) ( I - III 27"PVC(N)2544.30' III ® IE OUT: 2550.19 8"(E) o / IE OUT: 2548.57 8"(E) ) \ o � - �\ IE IN: 2546.92 8"(S) S'rs'- J I III -� �" 30"PVC(S)2543.71' III (2551) 2553 ; \ . SS �� \ IE OUT: 2546.82 8"(NE) I I 24"PVC(E)2544.54' IIII 0.7% B - - - - - - - - - - - - - - - - - + tiro �� I NOTES: Z. PI: 3+23.83 N SS 6+00 _ , - o - 1. This drawing is considered preliminary unless I I 14+44 14+00 13+00 12+ 11+OOS SS S - - 1 1.7/ J I I o 10+0o rn 9+00- 8+00 7+00 o 'M \-) �� o I I I y �� affixed with a municipal approval or IIII } I r - 11 I J accompanied by a separate approval document. N _ o -_� IN N 2. All sanitary sewer improvements shall conform MH-18,48"0 a a N - \ I N - - - I1 r- o -- I Lr'N ;� I �i- i - I / I I with the standards and specifications of the I I I N I ae o STA: 11+47.78, 5.00'L N f 1 1 1 I N h N ?554 / ' � I I I City of Meridian. I III SE�ENGINEERING / I N RIM: 2554.30 r 255q� 0 0} o I I I` I I I /�S'. r �� . `�I I IE OUT: 2550.85 8"(E) "1 N I ni f I L -' 1 h I 11 I I 3. All culinary water improvements shall conform III I NOTES GRADE v - - Y �ss, I BREAK �ECr2559-z'� F&-2554-3i� J-o I I I I I I I I// / 3 2 2.0% 1 7� I I III -- I I I I g with the standards and specifications of the r I 5 4 2554 I I ss� I I / N I III s v City of Meridian. I_GRADE - o -8- G�RAD - 7 - I 6 I / I I IIII I I I I 4. All improvements in the public right of way BREAK - _ k - I I II 1 I I 1 = I IIII � s 2553 � I I I �55 N shall conform with the standards and i 255q I I J I g'i �1 IIII specifications of the Ada County Highway IIII I J I i I I I \ o I IIII I k District (ACHD) and the Idaho Standards For 2552 I O 1 I 2553 Ln! i! M! N l o I _ - I I i IIII I I I Public Works Construction-ACH D Supplement I I- o L 1 I= 255 I I I _ (ISPWC-ACHD). o 2552 - q- �o, _ _- 5. All private improvements shall conform to Idaho - - �, _ - _= I t� I I Standards For Public Works Construction + o' l v (ISPWC) standards and specifications. III I ) M I " •o •' ` I I` I 6. Contractor to field locate and verify the -T horizontal and vertical location of all utilities prior to beginning work. 2565 2565 In 10 N Ln Oco (74 ,O ^ ,p J W J Z J ? J co 0 u�•1 v ,ten v N APPROX. SEWER ri in 3 in 3 a, - n 2560 N MH 17 N Ln M TRUNKSHED BOUNDARY In N 0 N - CO 0O m - - m m 2560 ~' m STA 10+54.70, -5.00'LT.-`V Co. `� � `" oo r °r bo �' ° CO m m v N STA 8+19.97 m � Ir, ^' v a a o N Lq NO L+ MH-18 RIM: 2554.13- m l7 0 co ,o C6 rn ,n rn '0 o v N l7 `� W I� � N N R R N v N m STA 11+47.78, -5.00'LT. In IE IN: 2550.29 8" (W) ^ v N N v N m N U,ui ui In In RIM: 2554.30 IE IN: 2550.29 8" (S) N N + N N , M N N N ? N N N N j IE OUT:2550.85 8" (E) IE IN: 2550.29 8" (N) 7 1010 Z o a Z o = ? ? o = a ? o 2555 IE OUT: 2550.19 8" (E) � Ln a w w N w w " " 2.00% 2555 _ 7E 0.40% 2.00% 2.pp% / - - ,43% 0.70% - - - - 0.50% _ - - -0.51% - - - MH 11 0.47% STA 1+13.16, -5.00'LT. IE IN:2544.29 27" (N) 2550 2550 - -- - - - - -- - - - - IE IN: 2545.88 8" (W) 93.08 LF of 8"SDR END OF ROADWAY 35 SS @ 0.60% 378.42 LF of 8"SDR IE OUT: 2544.29 27" (S) CONSTRUCTION. FUTURE 35 SS 0.40% 270.93 LF of 8"SDR ROADWAY CONNECTION Y OTHERS 35 SS C�0.4a% 87.38 LF of 8"SDR 62.52 LF of 8"SDR___ 147.83 LF of 8"SDR 2545 35 SS C�0.40% 35 SS @ 0.40% 35 SS @ 0.40% APPROVED FOR CONSTRUCTION: These plans are valid for construction only with the 2540 2540 signature of the design engineer on the line below. 14+51 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 Approved Date ONA L FiyG/ ^ F F 14176 cn�3/10/26�0 � `9TF OF a gR� R ' 0J b v 0 Blueberry Hills Subdivision Grading and Sewer a Plan & Profile / v PROJECT: w DRAWN BY: CRS REVIEWED BY: ERB REVISIONS: x No. DATE REMARKS v a / U N O w R k DATE: a March 9, 2026 SHEET NUMBER: pp � 5 w / a Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho I DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 www.edmpartners.com � PAVEMENT SECTION TABLE WMcMILLANRD 0 OO FLEXIBLE PAVEMENT GRAVEL 5 MAP PATTERN 0 CONCRETE N/A N/A APSHALTIC CONCRETE 2.5" N/A SCALE: 1" = 60' 30'INGRESS Et EGRESS 8t UTILITY EASEMENT INST N0. CRUSHED AGGREGATE BASE 4.0" 14.0" 110093891 Et INST NO. 94083262 STRUCTURAL SUBBASE 10.0" N/A 0 30 60 120 180 _ COMPACTED SUBGRADE SEE GEOTECH SEE GEOTECH DEVELOPER: REPORT REPORT WIDEN GRAVEL DRIVE PER ISPWC SD-304 AND TIE EXISTING GRAVEL Uj DRIVE TO PROPOSED ASPHALT DRIVE Q A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS C 10' REAR SETBACK REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF 0 CTHA GC CONSTRUCTION. � � DEVELOPMEN T IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY ALLWEST Z TESTING Et ENGINEERING ON JUNE 4, 2025, PROJECT NUMBER 524-689G. 0 EX. GRAVE IVE Q I MATERIAL SPECIFICATIONS: OWE SITE LOCATION T — ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF 0 R2H.00 ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS — — — — N SHALL BE PLACED IN ACCORDANCE WITH ISPWC LU L Li I STANDARD SPECIFICATIONS FOR HIGHWAY NOTES: N CONSTRUCTION. No LU 1. This drawing is considered preliminary unless "'I AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR Z affixed with a municipal approval or CRUSHED AGGREGATE MATERIALS. accompanied by a separate approval document. STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING 2. All sanitarysewer improvements shall conform WITH THE REQUIREMENTS DETAILED IN THE P — — — — — — I STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT with the standards and specifications of the THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE City of Meridian. THAN 3 THE COMPONENT THICKNESS.GRADATION AND 3. All culinaryter improvements shall conform 7.37'LANDSCAPE BUFFER SUITABILITY REQUIREMENTS SHALL BE PER ISPWC water p I SECTION 801,TABLE 1. with the Standards and Specifications Of the City of Meridian. 7.37 LOT WIDTH 4. All improvements in the public right of way B' VICINITY MAP - MERIDIAN, ID shall conform with the standards and CLOSED VISION FENCE I SCALE: 1"=500' specifications of the Ada County Highway District (ACHD) and the Idaho Standards For I \ Public Works Construction-ACHD Supplement 3 (ISPWC-ACHD). 5 5. All private improvements shall conform to Idaho 4 \ \ Standards For Public Works Construction (ISPWC) standards and specifications. \ 6. Contractor to field locate and verify the 22.37 LOT WIDTH horizontal and vertical location of all utilities COMMON DRIVE A-A' SECTION \ prior to beginning work. 20.00' ASPHALT J a DRIVE a 20.00' OPEN VISION FENCE 2.37 LANDSCAPE 10.00' 10.00, I BUFFER A' ---2.00% 2.00%—� I � \/ PAVEMENT SECTION, PER PROJECT \ GEOTECHNICAL REPORT\ /\ 20' FRO_SETBACK GARAGE) — — — — NOTE: 1. LOT 4 MAY TAKE DRIVEWAY ACCESS FROM W. BELLTOWER DRIVE OR COMMON DRIVE. 6 LIVING AREA) e 15' FRONT SETBACK d ° ° d ° Q ° ° G ° e ° COMMON DRIVE B-B' SECTION °° A d d ° 4 ° e tl° e — 27.37' ° ° c ° LANDSCAPE 10.00' 10.00' W 13ELLTCWER — — — BUFFER — 7 ° e ° 4d f—2.00% 2.00%— A 44 ° $ \ / PAVEMENT SECTION, PER PROJECT ° d / GEOTECHNICAL REPORT ONAL F v' . ° NOTE: 1. LOT 4 MAY TAKE DRIVEWAY ACCESS FROM W. a ° d4 _ BELLTOWER DRIVE OR COMMON DRIVE. 4176 Ud N�3/10/26Z�0 44/ O R . w - - - Blueberry Hills W Subdivision R , � Common Drive Exhibit x I I 8 6 30'INGRESS Et EGRESS Et OWNER PROJECT: PROJECT# _ UTILITY EASEMENT INST NO. 10 MILE DEVELOPMENT, LLC 110093891 Et INST NO. 94083262 DRAWN BY: CLS P.O. BOX 190804 BOISE, ID 83719 REVIEWED BY: ERB (208)908-6763 REVISIONS: CONTACT: LYNN CARRILLO No. DATE REMARKS SURVEYOR: — 10'REAR SETBACK U _ _ — — EX.GRAVE EVE UI IDAHO SURVEY GROUP, LLC 9939 W. EMERALD ST. o BOISE, IDAHO 83704 Q NI (208)846-8570 CONTACT: LAWRENCE KOERNER, PLS DATE: x CIVIL/SITE ENGINEER: March 10, 2026 ACCESS EASEMENT DETAIL SCALE: 1"=40' EDM PARTNERS PO BOX 6925 SHEET NUMBER: U BOISE, ID 83707 i CONTACT:TED BURKE, PE EXH �l U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho I DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 w vw.edmpartners.com � I I \ DRAWBRIDGE SUBDIVISION I I UNPLATTED I\ $ O O O O I I I • _ _ •�I SCALE: 1" = 60' 268.38' 101.00' 101.00' - - - • I I BRIDGETOWER - 27.39' 64.38' 71.75' 178.54' 64.83' •�� SUBDIVISION NO. 2 5 7 I� �, - - - r I � � I-I I � a I I 0 30 60 120 180 3 �I o I I I I I o DEVELOPER: ` o I N o BLOCK 6 �, I s 11 N s c o o N89°08'57"W 101.00'- O Z a w I N \ - N89°14'50"W 254.44' o rn �� �� 101.00' 1 F o o _ ao -101.38'- W w 3 z � I o? BLOCK 52.44' 101.00' 0 2 o i 5 c 4 I O z N z 23.71' 64.83' - N "' W BELLTOWER DR DEVELOP M >C w 0 N O N tt1 N O N N J Z O Q' Z ° 1 1 I i -N89°08'S7"W 101.00'� 31� BLOCK 5 I I - - I C1 S89°14'50"E 75.79' - o Co °° °� o z _ _ I - - - 0 0 0 cD 8 bo Z I 'ITI o a w l 2 UNPLATTED •� I / �� W BELLTOWER DR. I o w o I 7 I "' 6 3 N 0 3oo : W l I I / �tii ' 0 0 - ,n 3 N I I 13�' C 63.89' 25.00' UNPLATTED o 1 �c •N 10�00 0 3 r - - I - - - NOTES: z l I o I I z ' 53.20' M e 1 - -101.77'- Z 2 81' I 1. This drawing is considered preliminary unless J L - - 14.16' L S89°14'S0"E98.32' 1 o b�� 2.74 C1 B K I I affixed with a municipal approval or 52.44' o o .'92.78''..•. 78' I �J P PP 101.00' 101.00, 81.00' o ____N82'�5'13"E 110. I 21 o a° " N 226.33' - accompanied by a separate approval document. N82°55'13�E I I I w I 2. All sanitary sewer improvements shall conform _ _ _ _ � I I J I with the standards and specifications of the W BELLTOWER DR. - S89°14'S0"E 518.79' N89°38'57"E 238.16' C3- 79.00' Cy 0 I II 11 393.13' O O 125.66' gp.75' C8 v v I � City of Meridian. 0 U_ - I I - II I I? 3. All culinary water improvements shall conform O I r- I � �u i o 80.75' N 89.88' 90.00' 89.78' 80.00' 54.97' I I z a Z u- -- - N o I with the standards and specifications of the r- 62.44' _ 19.95 60.06'- -80.01' 80.01' - 25.55' I r I 1 oz z 00 0 N89°14' "W 112.73' J w oN Z N N Q Lu ON N City of Meridian. r r f I 1 I 4. All improvements in the public right of way I I I BRIDGETOWER 1 BLOCK 4 I BLOCK 3 � I J r 1 II I shall conform with the standards and 4 I o o _ I _ I _ I 4 3 2 I z I SUBDIVISION N0. 2 0 3 0 0 3 1 specifications of the Ada County Highway 5 w 0 1 0 0 3 3 2 3 -Ln 9 I w 8 I w 7 3 6 3 5 3 o I ;� Q I I I District (ACHD) and the Idaho Standards For a 1 o 0 0 1 � 3 I ( I Public Works Construction-ACHD Supplement v cD I o ' z t o 0 0 I I I I o I I I I I (ISPWC-ACHD). 1 Z N z Z I I I O 1 I I I I 5. All private improvements shall conform to Idaho _J I I I I I I I 1 I Standards For Public Works Construction L - 90.00' 90.00' I 89.78' J 80.00' - I20.00' 82.44' 80.00' .I I ISPWC standards and specifications. . 0 so.00 80.00' 80.00' so.00' 20.00' 25.00' 6. Contractor to field locate and verify t he W. DOC LANE (PRIVATE) horizontal and vertical location of all utilities UNPLATTED I I prior to beginning work. PROPOSED ZONING: R-4 Et L-0 OPEN SPACE LEGEND R-4 ZONING REQUIREMENTS: QUALIFIED OPEN SPACE MIN. LOT AREA: 8,000 SF W McMILLAN RD QUALIFIED OPEN SPACE REQUIREMENT: 12% NON-QUALIFIED OPEN SPACE o L-0 ZONING REQUIREMENTS: MIN. LOT AREA: N/A QUALIFIED OPEN SPACE REQUIREMENT: N/A PROJECT DATA PARCEL NUMBER: SO434142125 TOTAL PLAT ACREAGE: 8.87 ACRES PUBLIC ROAD ACREAGE: 1.95 ACRES NET LOT ACREAGE: 6.92 ACRES GROSS R-4 LOT ACREAGE: 7.22 ACRES a GROSS L-O LOT ACREAGE: 1.64 ACRES TOTAL REQUIRED QUALIFIED OPEN SPACE: 37,758 SF (9.78%) TOTAL PROVIDED QUALIFIED OPEN SPACE: 40,896 SF Z 0 TOTAL QUALIFIED OPEN SPACE ACREAGE: 0.94 (10.6%) L TOWE SITE LOCATION AVERAGE BUIDABLE R-4 LOT SIZE: 0.22 ACRES o NUMBER OF BUILDABLE R-4 LOTS: 20 LOTS MIN R 4 LOT SIZE: 8,595 SF W ONAL FN iA � G ^o Z FA) u ALL LOTS WILL HAVE PUBLIC UTILITY0. EASEMENTS AS FOLLOWS: 14176 o FRONT: 10' N�3/10/26�0 44/ N REAR: 10'TYP, 8' MINq TF OF 10 JQ� SIDE: 5' O R . � w a VICINITY MAP MERIDIAN, ID Blueberry Hills A SCALE: 1"= 500' on W Subdivision Open Space Exhibit OWNER PRO PROJECT: ECT# 10 MILE DEVELOPMENT, LLC J J P.O. BOX 190804 DRAWN BY: CLS i BOISE, ID 83719 REVIEWED BY: ERB 2 (208)908-6763 N CONTACT: LYNN CARRILLO REVISIONS: No. DATE REMARKS SURVEYOR: U IDAHO SURVEY GROUP, LLC a 9939 W. EMERALD ST. BOISE, IDAHO 83704 A (208)846-8570 CONTACT: LAWRENCE KOERNER, PLS 3 DATE: x CIVIL/SITE ENGINEER: March 10, 2026 ti EDM PARTNERS PO BOX 6925 SHEET NUMBER: U BOISE, ID 83707 i CONTACT: TED BURKE, PE EXH �2 CJ Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho IIL DM Ali Parcel Number SO434142125Partners 4315 N Ten Mile Road, Meridian, ID 83646 ISURVEY CONTROL NOTES: 2815E 3300 S, Salt Lake City, UT 84109 1. ALL SURVEY DATA IS BASED ON NAVD83 STATE PLANE (801) 305-4670 wvvw.edmpartners.com ' — (IDAHO WEST)AND / VERTICAL NAVD88 DATUM. II / \ DRAWBRIDGE SUBDIVISION I O O a • UNPLATTED \ 6 O O O II I - - 2 I I .11 SCALE: 1" = 60' •�� ^ BRID ISION N R — — � � � ^' �1 SUBDIVISION N0. 2 ZONING 0 30 60 120 180 5 RESIDENTIAL(R-4) 1 — — _ I I �I 25,898 SF 8,613 SF I 9,1232 SF W I I I 1 i DEVELOPER: — — 5,488 SF Z 19,85 ®, BLOCK 6 I s � _ o} - � 3 Z < Zu BLOCKI I \_ _ _ _ _ 2,0 0 SF - $ S I 11 846 SF 11,695 S'F o 0 o I I / I W BELLTOWER DR ■ �C wl _ D V L D P M � ~ W I� BLOCK 5 � JL — w I . . 8 7 6 W 2 UNPLATTED W BELL I OWER DR. I / 3 N ;, 9,148 SF ' 5,773 SF 11,118 SF 11,118 SF 8,595 SF UNPLATTED 6 111---_ o � I I I �� � NOTES: 0 — L - 3,756 SF;iaB K 2 I I II I 1. This drawing is considered preliminary unless affixed with a municipal approval or 1,950 SF _ I .,21 s II o accompanied by a separate approval document. 12 I I w I 2. All sanitary sewer improvements shall conform W BELLTOWER DR. 4P SF 7 I '• J I with the standards and specifications of the — O — _ _ v I i ,5501 City of Meridian. _ I I I I? 3. All culinary water improvements shall conform V — Z a Z " sand specifications of the - —— I with the standard s e •' - _ zZ l pZo 1 __ _-------. O N p N Q w City oMeridian. 4. All improvements in the public right of way r BLOCK 4 I II I I BRIDGETOWER shall conform with the standards and BLOCK 3 S 2 I I I SUBDIVISION N0. 2 specifications of the Ada County Highway 5 4 S 2 I 8 7 6 5 10 919 SF 11,799 SF 10,0338 SF , Q I I I I District (ACHD) and the Idaho Standards For 9,691 SF 9,698 SF 9,674 SF 8,620 SF 8, 9 797 SF 8,655 SF 8,774 SF 8,898 SF 9,196 SF 3 I I I Public Works Construction-ACH D Supplement >_ 12, 8 SF I I I (ISPWC-ACHD). 1 I I ZONING 970 O I ' I I I 5. All private improvements shall conform to Idaho 2 069 L1L J RESIDENTIAL(R-4) � I I Standards For Public Works Construction L W o - J L I —ri I I (ISPWC) standards and specifications. _ O I 6. Contractor to field locate and verify the 0 0 0 0 0 o G W. DOC LANE (PRIVATE) o 0 0 o I horizontal and vertical location of all utilities UNPLATTED I I prior to beginning work. I � � 0 PRELIMINARY PLAT DATA: W McMILLAN RD EXISTING ZONING: C-G RUT R-4 o R-4 PROPOSED ZONING: C-G R-4(MEDIUM LOW-DENSITY RESIDENTIAL DISTRICT) 0 L-O (LIMITED OFFICE DISTRICT) — R-8 SITE DATA: SITE AREA 386,207±SF SITE ACREAGE 8.87±ACRES C-N DIMENSIONAL STANDARDS (R-4): DIMENSIONAL STANDARDS (L-O): MIN.PROPERTY SIZE 8,000 SF MIN.PROPERTY SIZE N/A 0.18 ACRES R-8 L-0 SETBACKS: SETBACKS: a R-4 STREET(TO GARAGE): STREET LANDSCAPE BUFFER: LOCAL 20' LOCAL 10' COLLECTOR 25' COLLECTOR 20' o ALLEY 5' ARTERIAL 25' ADA R-2 R-4 STREET(TO LIVING AREA): SETBACK: Z CO• LOCAL 15' FRONT 0' COLLECTOR 25' SITE LOCATION L TO WE ALLEY 5' REAR 0' SIDE INTERIOR 5' SIDE 10' Lj cc: J REAR 15' ADA LANDSCAPE BUFFER: LANDSCAPE BUFFER: CO. D I-L Z Co. - COLLECTOR 20' RESIDENTIAL 20' ARTERIAL 25' pNA L F ENTRYWAY CORRIDOR 35' NG'/ w O. R-4 INTERSTATE 50' MAX.BLDG.HEIGHT 35' ADA C I-L MAX.BLDG.HEIGHT 35' 14176 o STREET FRONTAGE 60' (P�3/10/2 6 O 441 TOTAL LOTS: 34 F OF Q� y� RESIDENTIAL BUILDABLE LOTS 20 O R W COMMERCIAL LOTS 3 VICINITY MAP - MERIDIAN, ID COMMON LOTS 11 q SCALE: 1"= 500' TOTAL RESIDENTIAL(R-4) GROSS ACREAGE: 7.22 ACRES Blueberry Hills A TOTAL COMMON LOT ACREAGE: 1.15 ACRES v TOTAL BUILDABLE LOT ACREAGE: 4.50 ACRES �0 RIGHT-OF-WAY ACREAGE: 1.58 ACRES AVERAGE BUILDABLE LOT SIZE: 0.23 ACRES W TOTAL BUILDABLE LOTS: 20 LOTS Subdivision DWELLING UNITS PER ACRE(GROSS): 2.77 DU/ACRE Zoning Exhibit TOTAL LIMITED OFFICE(L-O)GROSS ACREAGE: 1.64 ACRES TOTAL COMMON LOT ACREAGE: 0.25 ACRES x TOTAL BUILDABLE LOT ACREAGE: 1.02 ACRES RIGHT-OF-WAY ACREAGE: 0.37 ACRES PROJECT: PROJECT# AVERAGE BUILDABLE LOT SIZE: 0.34 ACRES TOTAL BUILDABLE LOTS: 3 LOTS DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: No. DATE REMARKS U / 0 4 o. 0 w A b B x DATE: 5 March 10, 2026 v SHEET NUMBER: U EXH 3 1..1 y U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 VOLTERRA SOUTH COMMERCIAL 2815 E 3300 S, Salt Lake City, UT 84109 I SUBDIVISION (801) 305-4670 wvvw.edmpartners.com VOLTERRA HEIGHTS SUBDIVISION I / SCALE: 1" = 60' I / I I I I POTENTIAL FUTURE 0 30 60 120 180 DEVELOPMENT PLAN I / DEVELOPER: (BY OTHERS) FUTURE ROAD CENTERLINE — ■�� �_� (POTENTIAL) i� \ DEVELOPMENT — — - FUTURE RIGHT OF WAY - — _ 1 (POTENTIAL) NOTES: 1. This drawing is considered preliminary unless POTENTIAL FUTURE affixed with a municipal approval or DEVELOPMENT PLAN — ` accompanied by a separate approval document. (BY OTHERS) I I I UNPLATTED /� � 2. All sanitary sewer improvements shall conform (CURRENTLY) with the standards and specifications of the I �� DRAWBRIDG SUBDIVISION � City of Meridian. UNPLATTED I I 3. All culinary water improvements shall conform O8 O a with the standards and specifications of the OO4 O I City of Meridian. 2 4. All improvements in the public right of way ,I shall conform with the standards and _ specifications of the Ada County Highway BRIDGETOWER — District (ACHD) and the Idaho Standards For— — — — — — — — — — — — — SUBDIVISION NO. 2 Public Works Construction-ACHD Supplement _ I I I a (ISPWC-ACHD). 5 1 3 I I I I 5. All private improvements shall conform to Idaho 25,898 SF 8,613 SF I 9,122 SF 1 I Standards For Public Works Construction ,y, I j POTENTIAL FUTURE — — I ; BLOCK 6 Z DEVELOPMENT PLAN I 19 85 5,488 SF I (ISPWC) standards and specifications. s (BY OTHERS) I 6. Contractor to field locate and verify the horizontal and vertical location of all utilities 2 p - 5 4 3 o Z Z 1 BLOCK I --- _ — - = prior to beginning work. 2,020 SF IJjFUTURE RIGHT OF WAY , 38 S I 11,846 SF 11 695 Sly o 0 o I 1 BELLTOWER DR I� BLOCK 5 (POTENTIAL) I —=-==---------------- - - -� - POTENTIAL FUTURE I J s _ 8 7 W 2 DEVELOPMENT PLAN s 6 ''-' W BELLTOWER DR. I — — _- ------------- �J 3 N :. 9,148 SF UNPLATTED (BY OTHERS) , .: • 5,773 SF 11,118 5� 11,118 SF 8,595 SF (CURRENTLY) 6 I _ --� = — o E--- L J f 3,756 SF FUTURE ROAD � �" I 1 Bl#K 2 I CENTERLINE -11(POTENTIAL) — ___ 1,950 SF 21 I I o _ W BELLTOWER DR. r — 12 4P SF 1 I I L _ w s — — BLUEBERRY HEIGHTS SUBDIVISION — _ 1 I Y5 0l . . (PROPOSED) _ _ _ — o U I j r II I w • 0 I Z I N Uj l N in �F - r I I I B IDGETOWER BLOCK 3 3 2 I I I I SUE DIVISION NO. 2 5 I 4 11,799 SF 4 3 2 9 8 7 6 5 10,038 SF 10,919 SF Q I 1 1 9,691 SF 9,698 SF 9,674 SF 8,620 SF 8,797 SF 8,655 SF 8,774 SF 8,898 SF 9,196 SF 1 > 12,0 8 SF I I I 1 ,970 F O ` —� 069 LL w I I I I II I � J - - - - o UNPLATTED W -nOr I ANC /PRIVATFI --- / ------- --- BLUEBERRY HEIGHTS MAP - MERIDIAN, ID SCALE: 1"=60' 3 4j I ONAL F WI W McMILLAN RD o VOLTERRA HEIGHTS SUBDIVISION NO.4 I W o 14176 - a (P�3/10/26 O 4,, oW. LESINA ST �C VOLTERRA HEIGHTS SUBDIVISION w R W VOLTERRA SOUTH COMMERCIAL F Z N0.3 VOLTERRA HEIGHTS SUBDIVISION SUBDIVISION Z FUTURE ROAD W PIAZZA DR Blueberry Hills CONNECTION C� FUTURE ROAD A QUARTET NORTHEAST N. GIRASOLO AVE POTENTIAL FUTURE v CENTERLINE DEVELOPMENT PLAN • . . ti SUBDIVISION N0.2 (POTENTIAL) (BY OTHERS) (POTENTIAL) W. GRAND RAPIDS DR - W - W Subdivision a N POTENTIAL FUTURE _ 0 Future Development DEVELOPMENT PLAN UNP TTED o x UNPLATTED (BY OTHERS) (CU RENTLY) RAWBRIDG SUBDIVI ION Alternatives - - - _ Z Z PROJECT: PROJECT# r — BRI ETOWER / I S DIVISION L TOWE DRAWN BY: CLS TUREi - SITE LOCATION REVIEWED BY: ERB POTENTIAL FUTURE ° FUTURE ROAD DEVELOPMENT PLAN I—� W BELLTOWER DR - W REVISIONS:(BY OTHERS) CENTERLINE No. DATE REMARKS v (POTENTIAL) Z U BLUEBERRY HEIGHTS �— Z SUBDIVISION I I BRIDGETOWER (PROPOSED) SUBDIVISION I I I NO. 2 N CECINA PL A UNPLATTED -__-- -- -- ti UNPLATTED 0 DATE: 7 March 9, 2026 v VICINITY MAP - MERIDIAN, ID SHEET NUMBER: U SCALE: 1"=500' SUBDIVISION MAP MERIDIAN, ID XH 4 SCALE: 1"=200' U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 I .a� (801) 305-4670 w vw.edmpartners.com — I v SCALE: 1" = 60' � 2 180 70.00' u I 0 5 1 I1 I � I 3 B• I ALL-WEATHER GRAVEL Rzgoo W C' dFir"T —�aoo BLOCK 6 FIRE TURNAROUND. N II TO BE RELEASED UPON Q ROAD EXTENSION L— I J ` I I I I I I =TH GE I I BLOCKI I W� - - - - DEVELOPMENT — 2 — —! O y o 5 4 I 3 a BLOCK 5 20.00'TEMPORARY FIRE I I W I EX. 12"DISTRIBUTION ACCESS EASEMENT,TO I I L — — �— — — I WATER MAIN W I BE RELEASED UPON I _ _— — DR. $ 7 I I 6 I I 3 I I I I I W BELLTOWER� NOTES: N II I N SWEET MELODY LANE 3 \y I I I EX. 16"TRANSMISSION_ _ 1. This drawing is Considered preliminary unless —�20.00 PHASE 2 I 20 00' ALL-WEATHER r I %�PROPOSED HYDRANT I WATER MAIN affixed with a municipal approval or GRAVEL FIRE FUTURE CONSTRUCTION I I PROPOSED HYDRANT B I I I OO ` accompanied by a separate approval document. I TURNAROUND I I -1 L 1 ____- i I �K I 2. All sanitary sewer improvements shall conform RzBoo, L -PROPOSED HYDRANT © �I � O° I, I I I _ k 2 l I I N with the standards and specifications of the — I City of Meridian. W BELLTOWER DR. \ _ 20.00'TEMPORARY FIRE I I I 3. All culinary water improvements shall conform 3 ACCESS EASEMENT, TO I I N I I with the standards and specifications of the BE RELEASED UPON I LA " < ROAD EXTENSION I I City of Meridian. _ I I 4. All improvements in the public right of way shall conform with the standards and ZBoo, ( I I specifications of the Ada County Highway I I 5 I I I I I I aBLOCK 4 I I II II II ■ Distric t (ACHD)101-1 and the Idaho Standards For IBLOCK 3 ILI I I 4 I 3 I I Public Works Construction ACHD Supplement 4 I 3 1 2 9 8 7 6 5 I (ISPWC-ACHD). 3 5. All private improvements shall conform to Idaho } + 3 I I II I I Standards For Public Works Construction 0� �J I I I (ISPWC) standards and specifications. a J — — I L — — — J I — I I I I � / II I L 6. Contractor to field locate and verify the w I I I I I N horizontal and vertical location of all utilities R28.00— — —� I i prior to beginning work. 0 0 0 0 0 0 0 ����� �� �c� �����^I ` • '• I I Ln CN ISO I I � I N (M) Jkl I I I H PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SUPPLY WILL BE PROVIDED BY CITY OF MERIDIAN. 8"WATER MAINS WILL BE INSTALLED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN ON N. TEN MILE ROAD. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. PHASE 1 OF THE PROJECT WILL BE SERVED BY AN 8" SEWER MAIN CONNECTED TO THE EXISTING 27" SEWER TRUNK ON N. TEN MILE ROAD. PHASE 2 OF THE PROJECT WILL BE SERVED BY A CONNECTION TO FUTURE DEVELOPMENT WITHIN THE NORTH BLACK CAT TRUNKSHED. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN. 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 5. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. 6. STORM DRAINAGE SHALL BE COLLECTED AND ROUTED TO STORM RETENTION FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE STORM RETENTION FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED DURING FINAL DESIGN. 7. GRAVITY IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT (SID) IN COMPLIANCE WITH IDAHO ADMINISTRATIVE PROCEDURES ACT (IDAPA) SECTION 31-3805. SECONDARY IRRIGATION WATER SOURCE SHALL BE PROVIDED, AS REQUIRED, IN ACCORDANCE WITH CITY OF MERIDIAN SPECIFICATIONS. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER, DRAINAGE, SEWER, AND PRESSURE IRRIGATION. 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. 10. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. 11. ROAD SECTION FOR THIS PROJECT IS LOCATED ON THIS SHEET. 12. GRADING AND EARTHWORK IS NOT INCLUDED OR SHOWN ON THESE PLANS. ONAL FNG 13. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN F F STREET LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE 14. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 14176 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. (j�3/10/2644/ �0 �G�TF OF c� qR� R . c, v U U w � Blueberry Hills W o o Subdivision Fire Access Plan g 47.00' r. PROJECT: PROJECT# w DRAWN BY: CLS 16.50' 16.50' REVIEWED BY: ERB /r— 5.00' 2.00' 0 2.00' 5.00' 2.00/ 2.00% No. DATE REMARKS 3 \ 5 CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 3" ROLLED CURB PER Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 DATE: March 9, 2026 STANDARD DRAWING SD-702 SHEET NUMBER: QTYPICAL ROAD SECTIONX 111111111111111111116 w A Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, , Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 2815 E 3300 S, Salt Lake City, UT 84109 I PHASE LEGEND (801) 305-4670 wvvw.edmpartners.com I — \ I L-0 LIMITED OFFICE DISTRICT \ PHASE 1 3 BUILDABLE COMMERCIAL LOTS . / I 2 COMMON LOTS I � O a R-4 MEDIUM-LOW DENSITY RESIDENTIAL DISTRICT O OO4 O3 �i I 15 SFR LOTS SCALE: 1" = 60' 8 COMMON LOTS 0 30 60 120 180 ® _ _— - R-4 MEDIUM-LOW DENSITY RESIDENTIAL DISTRICT DEVELOPER: I a u _ PHASE 2 1 COMMON LOTS 5 �I I I I o I I 3 8 a I I I I I 1 I I W 11 A ® I I A _BLOCK 6 a I I I I �� �H �7�0J o L- - - ' y 3 1 I BLOCKI I � _ - - - - DEVELOPMENT 2 \ 5 I 4 I I I / W BELLTOWER DR - - -1 F - - - � - J \ — I� BLOCK 5 y I II I I I I 3 1 I I I I 1 I / °Lw ELLOWER DR.i 8 7 6 2 (LU 1 NOTES: r I � r — — _ I I 1. This drawing is considered preliminary unless 1 1 1 — — l 1 I //' affixed with a municipal approval or PHASE 2 I 6 p / �K2accompanied by a separate approval document. LB1.0 I I I 2. All sanitary sewer improvements shall conform ° p 21 , I o r with the standards and specifications of the — — City of Meridian. — W BELLTOWER DR. _ I 1 I I J 3. All culinary water improvements shall conform 11 with the standards and specifications of the O - - - F— I I - - I I I Z City of Meridian. — — 4. All improvements in the public right of way F — — — I — 1 II Z I shall conform with the standards and 1 PHASE 1 I specifications of the Ada County Highway BLOCK 4 I I I I I I I IBLOCK 3I 1r II II District (ACHD) and the Idaho Standards For1 I 1 3 2 Public Works Construction ACHD Supplement 5 4 11 3 I 2 9 $ 7 6 5 1 4 I Q I I I I (ISPWC-ACHD). 1 1 3 I I I 1 5. All private improvements shall conform to Idaho 1 1 1 ( I 1 1 1 1 Standards For Public Works Construction 1 I I I (ISPWC) standards and specifications. J I I i 1 1 1 1 1 I 0 L 1 I I I I 6. Contractor to field locate and verify the 1 — — — J LU I 1 11 I I horizontal and vertical location of all utilities prior to beginning work. � • :.. I I I I I I I I ANAL FNG/A F i~ 14176 N�3/10/26�0 44/ x �R F O O R . w v Blueberry Hills W Subdivision Phasing Plan x R PROJECT: PROJECT# DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: No. DATE REMARKS U i k O R S. O s. Q 'O s. c� x DATE: v March 9, 2026 SHEET NUMBER: U i m u m EXH � 7 r7 i U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 wvvw.edmpartners.com � I I \ DRAWBRIDGE SUBDIVISION I I UNPLATTED I\ $ O O O O I I I • 2 I SCALE: 1" = 60' •�� BRID R — � � � � SUBDIVISIONISION N0. 2 0 30 60 120 180 5 1 3 I I I I DEVELOPER: 1 I hw z BLOCK 6 J � Z aZ " ; - - -' 3 vIBLOCK pLU Z5 4 ooI �H G— C W BELLTOWER DR w wL I DEVELOPMENTBLOCK 5 � JL— I I = -- W � _ - - w ,• 2 I W BELLTOWER DR. I -__- --- _-_ 8 UNPLATTED � 7 6 3 I --- UNPLATTED 3 - 6 - — I I I �j NOTES: O A I K 2 1. This drawing is considered preliminary unless 1 I affixed with a municipal I � P approval or Pit ;71 q. k��' �::� — 21 I I o accompanied by a separate approval document. wI 2. All sanitary sewer improvements shall conform W BELLTOWER DR. — 1 I I J I with the standards and specifications of the -- ---- -----' — 3 m o I I — _ — U I I I I I City oMeridian. Z I s and specifications of the � All culinary water improvements shall conform za - � -- _ N w I with the standards s e ' Z BRID ET WER 4. - --- o N o City of Meridian. BLOCK 4:::::l ----- --- f way All improvements in the public right o a BLOCK 3 3 2 J I I I SUBDIVISION N0. 2 shall conform with the standards and 5 4 I 4 ' I I specifications of the Ada County Highway 3 2 9 8 7 j 6 5 Q I I I I District (ACHD) and the Idaho Standards For 3 I I Public Works Construction-ACHD Supplement 1 I I I (ISPWC-ACHD). • I 1 P 5. All private improvements rovements shall conform to Idaho �I LL O J � IIII I I I I L1 J � I I I Standards For Public Works Construction w - J L IJL I I I I (ISPWC) standards and specifications. _ _ I 6. Contractor to field locate and verify the W. DOC LANE (PRIVATE) o " o 0 0 I horizontal and vertical location of all utilities IUNPLATTED � L '• ;' I I prior to beginning work. SHEET INDEX UTILITY REPRESENTATIVE ACRONYM PHONE NUMBER PRELIMINARY PLAT DATA: WMCMILLANRD PP-1 COVER EXISTING ZONING: PP-2 EXISTING CONDITIONS & DEMOLITION RUT GAS INTERMOUNTAIN GAS IMG (208)377-6839 o PP-3 PLAT LAYOUT R-4(MEDIUM LOW-DENSITY PP-4 PRELIMINARY ENGINEERING R-4(MEDIUM LOW-DENSITY RESIDENTIAL DISTRICT) ELECTRICITY IDAHO POWER IPCO (208)388-6320 L-O (LIMITED OFFICE DISTRICT) PP-5 SEWER PLAN & PROFILE TELEPHONE CENTURYLINK C-LINK (208)385-2144 SITE DATA: SITE AREA 386,207±SF SITE ACREAGE 8.87±ACRES SEWER MERIDIAN PUBLIC WORKS MPW (208)887-1297 DIMENSIONAL STANDARDS (R-4): DIMENSIONAL STANDARDS (L-O): SURVEY CONTROL NOTES: MIN.PROPERTY SIZE 8,000 SF MIN.PROPERTY SIZE N/A WATER MERIDIAN PUBLIC WORKS MPW (208)887-1297 0.18 ACRES 1. ALL SURVEY DATA IS BASED ON NAVD83 STATE PLANE ROADS ADA COUNTY HIGHWAY DISTRICT ACHD (208)454-8135 SETBACKS: SETBACKS: (IDAHO WEST) AND VERTICAL NAVD88 DATUM. STREET(TO GARAGE): STREET LANDSCAPE BUFFER: LOCAL 20' LOCAL 10' a IRRIGATION SETTLERS IRRIGATION DISTRICT SID (208)344-2471 COLLECTOR 25' COLLECTOR 20' �EMOuj I I PROJECT GEOTECHNICAL REPORT: PROJECT GEOTECHNICAL ALLEY 5' ARTERIAL 25' o REPORT PREPARED BY ALLWEST TESTING Ft ENGINEERING FIRE MERIDIAN FIRE DEPARTMENT MFD (208)888-1234 STREET(TO LIVING AREA): SETBACK: LOCAL 15' FRONT 0' Z ON JUNE 4, 2025, PROJECT NUMBER 524-689G. COLLECTOR 25' 0 ALLEY 5' REAR 0' L TOWE SITE LOCATION SIDE INTERIOR 5' SIDE 10' z w J REAR 15' CONSTRUCTION PHASING MAP LANDSCAPE BUFFER: LANDSCAPE BUFFER: COLLECTOR 20' RESIDENTIAL 20' z // \ ARTERIAL 25' ON L ENTRYWAY CORRIDOR 35' FN ( I INTERSTATE 50' MAX.BLDG.HEIGHT 35' F C/ x MAX.BLDG.HEIGHT 35' 14176 5 1 r — STREET FRONTAGE 60' (P 3/10/26�0 44/ 3 T O TOTAL LOTS: 34q F OF P�� 4 3 I I RESIDENTIAL BUILDABLE LOTS 20 qR� R �J I COMMERCIAL LOTS 3 ao 8 7 6 3 2 J COMMON LOTS 11 6 , TOTAL RESIDENTIAL(R-4) GROSS ACREAGE: 7.22 ACRES VICINITY MAP - MERIDIAN, ID Q I I I I TOTAL COMMON LOT ACREAGE: 1.15 ACRES SCALE: 1"=500' Blueberry Hills _ TOTAL BUILDABLE LOT ACREAGE: 4.50 ACRES RIGHT-OF-WAY ACREAGE: 1.58 ACRES L _ 111 AVERAGE BUILDABLE LOT SIZE: 0.23 ACRES W 2 — I I I TOTAL BUILDABLE LOTS: 20 LOTS Subdivision 5 4 3 2 9 8 7 6 5 4 3 r i I I DWELLING UNITS PER ACRE (GROSS): 2.77 DU/ACRE 1 Preliminary Plat 1 I I I I TOTAL LIMITED OFFICE (L-O) GROSS ACREAGE: 1.64 ACRES OWNER ------- I TOTAL COMMON LOT ACREAGE: 0.25 ACRES Cover TOTAL BUILDABLE LOT ACREAGE: 1.02 ACRES J V RIGHT-OF-WAY ACREAGE: 0.37 ACRES 10 MILE DEVELOPMENT, LLC ECT#PRO I I AVERAGE BUILDABLE LOT SIZE: 0.34 ACRES P.O. BOX 190804 PROJECT: J TOTAL BUILDABLE LOTS: 3 LOTS BOISE, ID 83719 DRAWN BY: CLS OPEN SPACE: (208) 908-6763 REVIEWED BY: ERB R-4 REQUIRED QUALIFIED OPEN SPACE PERCENTAGE: 12% CONTACT: LYNN CARRILLO REVISIONS: CONSTRUCTION PHASE 1 R-4 REQUIRED QUALIFIED OPEN SPACE ACREAGE: 0.87 ACRES NO. DATE REMARKS L-O REQUIRED QUALIFIED OPEN SPACE PERCENTAGE: 0% SURVEYOR: L-O REQUIRED QUALIFIED OPEN SPACE ACREAGE: 0.00 ACRES U IDAHO SURVEY GROUP, LLC c TOTAL REQUIRED QUALIFIED OPEN SPACE ACREAGE*: 0.87 ACRES 9939 W. EMERALD ST. CONSTRUCTION PHASE 2 PROVIDED QUALIFIED OPEN SPACE ACREAGE**:0.94 ACRES BOISE, IDAHO 83704 a (208) 846-8570 *REQUIRED OPEN SPACE ACREAGE WAS CALCULATED PER MERIDIAN CITY CODE CONTACT: LAWRENCE KOERNER, PLS 3 1 1-2A-5, 1 1-2B-5, 1 1-36-7 AND 1 1-3G. **QUALIFIED OPEN SPACE INCLUDES 50%OF THE 25 MINOR ARTERIAL DATE: March 9, 2026 ti LANDSCAPE BUFFER AND 100%OF THE REMAINING OPEN SPACE LOT FOR CIVIUSITE ENGINEER: COMMON LOTS ADJACENT TO N TEN MILE RD. EDM PARTNERS SHEET NUMBER: PO BOX 6925 U BOISE, ID 83707 CONTACT: TED BURKE, PE pp�i U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 wvvw.edmpartners.com 30'INGRESS Et EGRESS Et / \ _ UTILITY EASEMENT INST / I BLOCK 2 EX. WATER,TO I NO. 110093891 Et INST I I DRAWBRIDGE SUBDIVISION BE PROTECTED NO. 94083262 I O — UNPLATTED 1 O EX. IRR BOX EX. OVERHEAD POWER, ` / \ 30'INGRESS Et EGRESS Et UTILITY TOP BOX: 2558.77' O I TO BE REMOVED / EX. 12'WIDE ACCESS EASEMENT — EX. GRAVEL EX. POWER SERVICE, EASEMENT INST NO. 110093891 Et INST I/\ I •� ,„EX. GRAVEL ROAD, NO. 94083262, INGRESS Et EGRESS TO INV 18"PVC W): 2554.56' 2 I SCALE: 1" _ (��� ,. EX. 15"CMP I � PLS 4998" \ — — — — _ ROAD,TO REMAIN TO BE REMOVED INV 10"PVC (W): 2554. 6' — I _ _ "PVC(S): 2554.32' I I�INV:2550.4T - T T T TO BE REMOVED BE VACATED WITHIN SITE BOUNDARY INV 18 d 30 60 120 180 1 - I EX. WALK,TO I EX. 15"CMP — - - - - - - - - - - - - - - - - - - _ �-� — INV: 2550.86' EX. DITCH, — — — — — EX.WELL, a EX. 12"RCP i — — — — — BE PROTECTED TO REMAIN 'TO BE PIPED \\ \ — -�� INV: 2552.32 — I EX. SDMH DEVELOPER: / l ��ss I J e• `\ — — \ — / — I RIM: 2557.55' I ® \ 1 \ • PARCEL"B" a- <<�I QS4 \ EX. OUT BLDG, \ L "\ \\ EX.TREE,TO ROS NO. 9814 \ DROP / EXISTING 50'WIDE ACCESS EX. IRR BOX — H L L Ln � S> \ \ REMAIN (TYP.) 1 5551 ^\ TOP BOX: 2558.77' EX.TREE,TO BE 61� / � ua — — L� / TO REMAIN 4325 N.TEN MILE RD. lti \ EASEMENT,TO BE VACATED \ \ 1.42 AC. REMOVED (TYP.) 1ti55 / ---1� /' \ INV 18"PVC(N): 2554.32' I �� �� 1 y511 // — I 1 INV 10"PVC (W): 2554.56' I — _ _ \ EX. OUT BLDG, r — EX. HOME, y / / •l� j 1 I I I '� \�� I r�• I , c I I D c V Ifs fl z t l �o INV 18"PVC(S): 2554.32 { I , / / � � �l � ,� � � > > .. I W BELLTOWER DR I EX. DITCH,TO BE \ TO REMAIN r TO REMAIN EX. WELL / / / )//� ` N N / EX. DRIVE AND WALK,TO BE I EX. DI AND CONCRETE PIPED AS NECESSARY \\ I I 1 �/ / /// / / i` / / REPLACED WITH DRIVE ENTRANCE I APRON, TO BE REMOVED Y =s / EX. GAS SERVICE, J EX. HOUSE,TO BE / // / ' / I / / EX. DRAINAGE TO BE REMOVED / DEMOLISHED 4 //// / \ / EX.WELL,TO PER ISPWC ACHD SD 701 �U I �I III •� —`_ �\ l / /� J / 11 j// \\ ( BE ABANDONED 1 BE DEMOLDISHOED I PIPE,TO REMAIN �� EX. SEPTIC TANK, / I I \\\ I - - NOTES: \ E AI�T-$LDG, — -� O EX. IRR BOX,TO REMAIN 1 / y — — II TO REMAIN \ < 1 �� / EX. FENCE, TO BE REMOVED_ _ I II I I C TO BE ABANDONED hh EX. SSMH 1. This drawing is considered preliminary unless EX. WALK,TO I RIM: 2556.98' \ \ 1 i III III affixed with a municipal approval or EX. CONCRETE I \ EX. DITCH,TO BE '\ , EX. FENCE,TO REMAIN / \ \ ' \ I EX. POWER, TO EX. GRAPE BE PROTECTED 27"PVC (N):2544.30' DITCH,TO REMAIN ' � — PIPED AS NECESSARY � � OR BE REPLACED \ � � I II accompanied by a separate approval document. \_ \ i \ l BE REMOVED VINEYARD,T� 1 I I I I( N 30"PVC (S):2543.71' T _ BE REMOVED `� I I L `I II �I _ 24"PVC (E):2544.54' 2. All sanitary sewer improvements shall conform — — _ — EX. FENCE,TO r `�� 1 \ I i I I w I * with the standards and specifications of the BE REMOVED v ( EX. FENCE,TO BE REMOVED / J I City of Meridian. I EX. FENCE,TO BE REMOVED I ;,, III \\ I r \ r� (�iII d 11 I 3. All culinary water improvements shall conform �II111 ( I t? \ N r with the standards and specifications of the I ' I L1 \ I II — I.— � City of Meridian. I II I II 111 I/ z PARCEL"A" I EX. BLDG,TO BE �� / IIII I I � 4. All improvements in the public right of way I \ I DEMOLISHED 11 I I shall conform with the standards and III ROS NO. 9814 I �— \ �, L I III I III `I 4315 N.TROS MILE RD. 9.16 AC. I // /I \\ I , I I specifications of the Ada County Highway\ I 1 ACHD PERMANENT I • I IM I I District (ACHD) and the Idaho Standards For EASEMENT INST. #2020-013502 IIII II I I Public Works Construction-ACHD Supplement (ISPWC-ACHD). I 5. All private improvements shall conform to Idaho Standards For Public Works Construction II \ I �Ss/ EX. T� RA 0 ER PAD I I� I I I 1 I I I ISPWC) standards and specifications. I EX. FENCE,TO BE REMOVED / ii S I III IIII F \ / ✓ _'`�� — 6. Contractor to field locate and verifythe EX. FENCE,TO BE REPLACED- — — — =��`\- 51,IDAHO POWER EASEMENT=— � "PLS 4998" �- I horizontal and vertical location of all utilities 155 INST#2020-141311:_ r � III r a UNPLATTED l �� _R 1 I I i prior to beginning work. I III I / Ex. IRR BOX, \ _ I I 1 III I TO REA AIN \\ EX. GRAVEL ROAD,TO REMAIN — — — EX. IRR BOX tA A, I I I 'I IRR BOX EX. 12"PVC PARTIALLY BURIED / TOP BOX: 2557.03' I I I l"� TOP BOX: 2556.95' INVINV 10'PP C(S): 2554.37' 1L ``k \� J I INV 12"PVC(W): 2553.75' / ROS 2024 INV 12"PVC (E): 2553.75' \ \ I INV 18"PVC(S): 2553.51' UTILITY WARNING: 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 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 NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. DEMOLITION NOTES: 1. ALL WELL ABANDONMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OD THE IDAHO DEPARTMENT OF WATER RESOURCES (IDWR) AND IDAHO CODE. THE CONTRACTOR SHALL RETAIN A LICENSED WELL DRILLER FOR ABANDONMENT. COORDINATE WITH ROB WHITNEY AT IDWR WESTERN REGION (334-2190) 2. EXISTING OVERHEAD POWERLINES SHALL BE RETAINED AND PROTECTED AS NEEDED TO MAINTAIN SERVICE TO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COORDINATE WITH IDAHO POWER COMPANY TO ABANDON OR RELOCATE ALL OTHER OVERHEAD POWER LINES AND POLES AS REQUIRED. 3. EXISTING SEPTIC SYSTEMS ASSOCIATED WITH ANY ABANDONED BUILDINGS ON THE SITE SHALL BE ABANDONED ACCORDING TO THE REQUIREMENTS OF THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE MANUAL. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE SEPTIC TANK, DRAINFIELD AND ALL APPURTENANCES. ALL INLET AND OUTLET PIPING SHALL BE DISCONNECTED FROM THE SEPTIC TANK. ALL BURIED PIPING SHALL BE EXCAVATED AND TRACED FROM THE SEPTIC TANK TO THE DRAINFIELD TO THE FULL EXTENTS. THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF A DRAINFIELD AND ANAL F SHALL EXCAVATED THE DRAINFIELD SOILS TO AT LEAST THE MINIMUM GROUNDWATER LEVEL OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER AFTER FIELD SITE INSPECTION OF X THE DRAIN FIELD AREA. THE DRAINFIELD SOILS SHALL BE DISPOSED OF OFF SITE OR MIXED WITH THE WETLAND STRIPPINGS IF AUTHORIZED BY THE ENGINEER. AFTER INSPECTION OF 14176 R EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH N�3/10/26�0 44/ J STRUCTURAL FILL. ���OF R a a ao v Blueberry Hills W Subdivision Preliminary Plat x Existing Conditions & Demolition R PROJECT: PROJECT# DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: No. DATE REMARKS U i k O R S�. O s. Q 'O s. c� X DATE: v March 10, 2026 SHEET NUMBER: U PP �2 m m r7 i U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, , Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 2815 E 3300 S, Salt Lake City, UT 84109 I1 (801) 305-4670 wvvw.edmpartners.com 30'INGRESS Et EGRESS 8t UTILITY I EASEMENT INST NO. 110093891 Ex INST NO. 94083262 / \ I I I1 DRAWBRIDGE SUBDIVISION I I O 30'INGRESS 8 EGRESS 8 UTILITY UNPLATTED O O EASEMENT INST NO. 110093891 8 O I SCALE: 1" = 60' MEE, KEVIN R L INST NO. 94083262, INGRESS Et _ 50'ACCESS EASEMENT,TO EGRESS EASEMENT TO BE VACATED 2 S89°08'57"E 517.38' \ - _ BE VACATED WITHIN WITHIN PROJECT BOUNDARY O - PROJECT BOUNDARY I 0 30 60 120 180 101.00' - S89°08'57"E 406.89' BRIDGETOWER 68.38' a7.00' 101.00' _ ` _ - o SUBDIVISION NO. 2 DEVELOPER: _ 27.39' 64.38' fIF 71.75' 178.54' 64.83' M 5 _ _3 - -- - 01 25898 SF 8613 SF I - ---------- ---' °° 9,122 SF � - w - --- I 3 7p .0 �• r 00 BLOCK 6 Ln C) J o N M I C I � 19 855 SF o I ��A �C a o N89°08'57"W 101.00'- L II o o !' N89°14'50"W 254.44' o M J Z w g I o BLOCK 1 I I DEVELOPMENT 101.38'- o w 52.44' 101.00, 101.00, o 0 o M o 5 4 4 r4 23.71' 64.83' ,538 S N 11,846 SF o 11,695 SF / C4 S89°14'50"E 88.53' I W BELLTOWER DR F o 0 2,020 SF o �, N LU I� - 3 z Icn o�, M o o -N89°08'57"W 101.00'� Z 3I� z BLOCK 5 M ? I z I C1 S89°14'S0"E 75.79' 60 1 0 0 0 o b� C. 0 0 I•-' _Z w '^ 2 co ��� I 1��q Q�' W BELLTOWER DR. I 0 6 o N89°14'50"W 88.89' $ w 7 I I o o ° UNPLATTED p� r I I Leo' NOTES: z 5,773 SF o 11,118 SF o 11,118 SF o 3 ^ ^ 3 0 9,148 SFco ��` 000� 13c� I� L�� C5 63.89' 25.00' 0 0 00 8,595 SF I I I I N�5 ooE a 3 I 1. This drawing is considered preliminary unless w w z I z o b�Q� 6 N I 1` 1j6�00 �� ��0./ I o a � C> I F `" 53.20' M e affixed with a municipal approval or �J ti 3 756 Sr I- I I �, accompanied by a separate approval document. a o I I -101.77'- , 72.81' L - - - J L - I � �p� 22.74' 0- _ _-- BLOCK 2 1 I w � F � 14.16' � S89°14'50"E 98.32'- � 92 78 - 2. A sanitary sewer improvements shall conform 0 52.44' 101.00' 101.00' 0 81.00' o o C� 1,950 SF N89°38'57 E 243.68' N82°55'13'E 110.78 2 � I o o with the standards and specifications of the z S89°14'50"E 349.60' z z C1� N89°14'46"W 81.85' 0.24' N82°55'13"E 226.3� 0 12,340 SF I City of Meridian. W BELLTOWER DR. I o _ C> ;r, o z ( J 3. All culinary water improvements shall conform 9 with the standards and specifications of the _ _ U hd N S89°14'50"E 518.79' N89°38'57"E 238.16' C3- 78.00,C8 C- ' ^ I ,550i S 393.13' � I H = 125.66' g�' N I I oo Z City of Meridian. S89°14'50"E 349.66' Z a Z a 80.75 -I I o N N I I w 4. All improvements in the public right of way 89.88 80.00' ,� (, 62.44' 19.95_ 60.06'� 80.01' - 80.01' 25.55' I I I i cm N89°14'50"W 112.73'- ,,, oN Z shall conform with the standards and 90.00' 89.78' �� �O 54.97' Ln N o H r I I co o o - - N specifications of the Ada County Highway �� I I iCD e0 Z 3 BLOCK 4 M � � I �, M N o I BRIDGETOWER District (ACHD) and the Idaho Standards For � 7 BLOCK 3 0 3 2 3 3 - � Z I SUBDIVISION NO. 2 Public Works Construction-ACHD Supplement 5 0 4 I w 3 2 I3o I I I o = I 5 I 4 3 I 10 919 SF o I 11,799 SF o } o I I I (ISPWC-ACHD). 0 9,691 SF I o 9,698 SF 9,674 SF o 8,620 SF o o W 9 0 $ 0 7 3 6 3 9 196 SF 0 10,038 SF o �, Q ( 5. All private improvements shall conform to Idaho 8,797 SF r, 8,655 SF 8,774 SF o I 8,898 SF o 0 C' 3 3 o I I o I En v I v o Ln .� 0 12,098 SF o Standards For Public Works Construction o I I I I I (ISPWC) standards and specifications. z Z o ,� o Z Z o 6 0 970 F O I 6. Contractor to field locate and verifythe 069 F z _ _ - I I J I J J I I :::E I I I _ I I horizontal and vertical location of all utilities 47 00' - J - - J - - J - - I prior to beginning work. 90.00' 90.00' 89.78' 80.00' 20.00' 82.44' 80.00 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' 20.00' 47.00' 112.47' 25.00', N 69°14'50"W 1263.69' I UNPLATTED W. DOC LANE (PRIVATE) BOWMAN, LARRY D UNPLATTED BOWMAN, DEBRA A VORBECK, ELIZABZABETH A WISKUS, JOHN E PRELIMINARY PLAT NOTES 1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED SUBDIVISION PLAT. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN. 3. GRAVITY IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT (SID) IN COMPLIANCE WITH IDAHO ADMINISTRATIVE PROCEDURES ACT (IDAPA) SECTION 31-3805. SECONDARY IRRIGATION WATER SOURCE SHALL BE PROVIDED, AS REQUIRED, IN ACCORDANCE WITH NOTE: CITY OF MERIDIAN SPECIFICATIONS. THIS PRELIMINARY PLAN SET IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES NO AGRICULTURAL OPERATION, TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR NOT INTENDED TO BE USED FOR PREPARATION OF FINAL ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION CONTRACTS. FINAL CONTRACTS SHALL ONLY PREPARED ON THE BASIS OF PLANS THAT HAVE BEEN FULLL Y WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE PERMITTED BY ALL NECESSARY REGULATORY AGENCIES RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES BETWEEN THE INFORMATION PROVIDED ON THESE PLANS 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS SUBDIVISION. AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL 6. ALL COMMON LOTS ARE SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM DRAINAGE, AND NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE PUBLIC UTILITIES. OWNER OR THEIR DESIGN CONSULTANTS. 7. LOT 5, BLOCK 1 IS A COMMON LOT THAT WILL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND IS SUBJECT TO A BLANKET ACCESS EASEMENT. THIS LOT SERVES AS A COMMON DRIVE WITH AN INGRESS/EGRESS EASEMENT IN FAVOR OF LOTS 4 AND 6, BLOCK 1. IN ADDITION, INGRESS/EGRESS RIGHTS ARE GRANTED TO 3417 W ELK BUGLE LN (PARCEL NUMBER SO434142354), WHICH IS OWNED, AT THE TIME OF THIS PRELIMINARY PLAT PREPARATION, BY KEVIN R. MEE. THIS INGRESS/EGRESS RIGHT IS TO REPLACE INGRESS/EGRESS RIGHTS PREVIOUSLY BESTOWED BY EASEMENT INSTRUMENT 110093891 Et 94083262, WHICH WILL BE VACATED ON THE PROJECT PROPERTY. ONAL F 8. LOTS 1, 5 Et 6, BLOCK 1; LOT 1, BLOCK 2; LOT 1, BLOCK 3; LOT 1, BLOCK 4; LOT 1, BLOCK 5; AND LOTS 2, 4, 5, Et 8, BLOCK 6 ARE COMMON LOTS -. F NG�A AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 9. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH FINAL PLAT. 14176 10. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. (P 3/10/2 6�o 11. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. �TF OF�pP 12. ADA COUNTY HIGHWAY DISTRICT STORMWATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. qR0 R 0J 13. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. x 14. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET RLIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE Blueberry Hills 15. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. Subdivision a 16. UNLESS OTHERWISE DIMENSIONED, ALL INTERIOR LOT LINES CONTAIN A 5.00-FT WIDE EASEMENT ON EITHER SIDE FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. Plat Layout r� / r. PROJECT: PROJECT# w DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: x No. DATE REMARKS s~ v a / U v O Cr k DATE: Q March 10, 2026 U Y SHEET NUMBER: PP �3 Q / A Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, , Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 2815 E 3300 S, Salt Lake City, UT 84109 I .-0—) 1 (801) 305-4670 wvvw.edmpartners.com SCALE: 1" = 60' � 2 _ _ 0 30 60 120 180 ON — DEVELOPER: L-1 1 EX. 16"WATER MAIN ~ 1 I I a = 4 I I 71 1C) - I Ly EXISTING GRAVITY IRRIGATION 3 I EX. SDMH 1 _ a ` - - I I I I 1 ��RIM: 2557.55' 02 PROPOSED GRAVITY IRRIGATIONA W I ( N a PROPOSED I 1 �HJI ® I PARKING AREABLOCK 6 I III II �� - - PROPOSED SOLID FENCE PROPOSED SINGLE WATER SERVICE DEVELOPM2NT O — PII PROPOSED OPEN-VISION FENCE 5 I 4 I 3 —BL—O—CKI PHASE 2 J PROPOSED WATER MAIN W BELLTOWER DR BLOCK 5 WFUTURE CONSTRUCTION � I EX. SSMH = _ — i I I NN 3w II 2 Q =_ 1RIM:2556.98'ca W BELL I QWER R.i 27"PVC (N):2 544.30' 8 7 1 1 6 30"PVC(S):2543.71' _ -- — NOTES: 24"PVC (E):2544.54 � 1. This d rawing is considered preliminary unless O I affixed with a municipal approval or PROPOSED WATER, Z PROPOSED PRESSURE IRRIGATION 6 L FUTURE PHASE / PROPOSED SEWER MAIN I �o accompanied by a separate approval document. � I I L — J 11 ° B I K 2 I I I 2. All sanitary sewer improvements shall conform I ��EX. 12"WATER MAIN with the standards and specifications of the o 21— _ I I City of Meridian. _ BE D o I I 3. All culinary water improvements shall conform SS SS — — — — — — — `J' 1 1 I N I I with the standards and specifications of the 0 O I 1 —I I — I Z I City of Meridian. PROPOSED STOP 1— — w I 4. All improvements in the public right of way L — — — — — — — — _ SIGN (TYP.) _ — r� z �, shall conform with the standards and PROPOSED SEWER, — — � � specifications of the Ada County Highway BLOCK 4 I PROPOSED TRAFFIC PROPOSED DUAL I I a — — I I District (ACHD) and the Idaho Standards For FUTURE PHASE CALMING (TYP.) I WATER SERVICE(TYP.) I BLOCK 3 I I 3 I 2 Z I Z I I I I 9 Public Works Construction-ACHD Supplement 5 � I 4 II 3 II 2 I I I 9 I � 8 7 6 5 I 4 I I 3 I a ' II I II ,1 (ISPWC-ACHD). PROPOSED SEEPAGE I I I I I ; 0- m rn I I I 5. All private improvements shall conform to Idaho BED(TYP.) I I I I I I I I 1 LU 0 1 w I11 Standards For Public Works Construction 1 0 I (ISPWC) standards and specifications. I I I II I J L — — I L — I INLET(TYP.) a 1 1I I I I — 6. Contractor to field locate and verify the I I 1 I I I horizontal and vertical location of all utilities PROPOSED DRAINAGE ClC1 ) prior to beginning work. EX. GRAVEL DRIVE,TO REMAIN NI CN I I � I N W Jkl I I I H PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SUPPLY WILL BE PROVIDED BY CITY OF MERIDIAN. 8"WATER MAINS WILL BE INSTALLED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN ON N. TEN MILE ROAD. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. PHASE 1 OF THE PROJECT WILL BE SERVED BY AN 8" SEWER MAIN CONNECTED TO THE EXISTING 27" SEWER TRUNK ON N. TEN MILE ROAD. PHASE 2 OF THE PROJECT WILL BE SERVED BY A CONNECTION TO FUTURE DEVELOPMENT WITHIN THE NORTH BLACK CAT TRUNKSHED. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN. 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 5. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. 6. STORM DRAINAGE SHALL BE COLLECTED AND ROUTED TO STORM RETENTION FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE STORM RETENTION FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED DURING FINAL DESIGN. 7. GRAVITY IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT (SID) IN COMPLIANCE WITH IDAHO ADMINISTRATIVE PROCEDURES ACT (IDAPA) SECTION 31-3805. SECONDARY IRRIGATION WATER SOURCE SHALL BE PROVIDED, AS REQUIRED, IN ACCORDANCE WITH CITY OF MERIDIAN SPECIFICATIONS. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER, DRAINAGE, SEWER, AND PRESSURE IRRIGATION. 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. 10. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. 11. ROAD SECTION FOR THIS PROJECT IS LOCATED ON THIS SHEET. 12. GRADING AND EARTHWORK IS NOT INCLUDED OR SHOWN ON THESE PLANS. ONAL FNG 13. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN F �' STREET LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE PUBLIC UTILITY EASEMENT 14. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A PUBLIC UTILITY EASEMENT 176 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. DRAIN INLET TO SUBSURFACE BUILDER TO CONSTRUCT REAR LOT PRIVATE /10/2 � BUILDER TO CONSTRUCT REAR-LOT PRIVATE INFILTRATION SWALE FOR LOT RUNOFF IN N 3/10/2 6 O 15. SEE FIRE ACCESS PLAN EXHIBIT (SHEET EXH-6) FOR DETAILS REGARDING EMERGENCY ACCESSES. DRAIN INLET TO SUBSURFACE INFILTRATION SWALE FOR LOT RUNOFF IN SEEPAGE BED ACCORDANCE WITH THE SUBDIVISION CC8R'S 44/ SEEPAGE BED ACCORDANCE WITH THE SUBDIVISION CC8R'S F- — — — — — AND ARCHITECTURAL DESIGN STANDARDS. NO �Z�TF OF — AND ARCHITECTURAL DESIGN STANDARDS. NO RUNOFF SHALL PASS ONTO ADJACENT SLOPE. qR0 R RUNOFF SHALL PASS ONTO ADJACENT SLOPE. IF HOME OWNER CHOOSES TO INSTALL A IF HOME OWNER CHOOSES TO INSTALL A L SUB-SURFACE STORM WATER FACILITY INSTEAD W SUB-SURFACE STORM WATER FACILITY INSTEAD OF A SURFACE SWALE,THE SEEPAGE BED OF A SURFACE SWALE,THE SEEPAGE BED MUST BE SIZED TO TREAT THE 100-YEAR '5 MUST BE SIZED TO TREAT THE 100-YEAR RUNOFF VOLUME AND MUST BE APPROVED BY Blueberry Hills RUNOFF VOLUME AND MUST BE APPROVED BY DIRECTION ACHD. ACHD. OF DRAINAGE 1 85, Subdivision o _ - -' _ $ 5 _ 4-1 II PreliminaryEngineering PROPERTY LINE 4 0 g g —III= = 1' II—III_ a 47.00' =1 I— - 1' I I I- o 11 ao =��I— J INDOW C-33 — —III— PROPERTY LINE PROJECT: PRO ECT#SAND WINDOW C-33 EXTENDINTO APPROXIMATE SAND TO EXTEND INTO IFREE-DRAINING SOILS DRAWN BY: CLS 16.50' 16.50' GRADE BREAK j 11 FREE DRAINING SOILS WIDTH PER TABLE REVIEWED BY: ERB ,� 5.00' 2.00' —� 2.00' 5.00' WIDTH PER TABLE INFILTRATION SWALE DETAIL (NTS) AN REVISIONS: 2.00% 2.00% DIRECTION INFILTRATION SWALE DETAIL (NTS) No. DATE REMARKS --J OF DRAINAGE ° 5 CONCRETE SIDEWALK 5'CONCRETE SIDEWALK k 3" ROLLED CURB PER PER ACHD SUPPLEMENTAL 5'coNCRETESIDEWALK ° x. 0 STANDARD DRAWING SD-709 ° • ° • • 3"ROLLED CURB 3"ROLLED CURB DATE: ° ACHD SUPPLEMENTAL March 10, 2026 q STANDARD DRAWING SD-702 PRIVATE DRAINAGE SYSTEM DETAIL SHEET NUMBER: PRIVATE DRAINAGE SYSTEM DETAIL LOTS 3-5, BLOCK 4 a TYPICAL ROAD SECTION LOTS 5-6, BLOCK 6 q TYPICAL LOTPP �4 A IW N N DM Partners O O - 2815 East 3300 South, Salt Lake City, UT 84109 52) / (801) 305-4670 www.edmpartners.com (25 - o - - _ I _ (2552) 1 -T T T�TLTLTLZT� _ o - - - - - as ail 1 254rJ8 2547 a I \1 • Y1 N - - 1 / II .• MH-21,48"0 I 8< • ° �ZL I I y STA: 1+75.46, 3.92'R RIM: 2554.40 /ASS �\ \ `` ` - - - I v 2 I L (2558)�l i IE OUT: 2551.13 8"(S) / z �. \ I, I MH-12,48"0 SCALE: 1" - 50' STA: 2+61.73, -1.97'L I I r, �51. I / - RIM: 2554.62 (2558),P� `f -J I ` / / _IE IN: 2546.57 8'(SW) J uc 2.0% 2.0% 7.1% . - - - - V.1 / 5 4 // /` I / ^� IE OUT: 2546.47 8"(E) I I I - - ti�h o - - / _� / / / I / , I / l ��b / 1 I I I I N 0 25 50 100 150 I ` •• C r?S I \ =--- - OWNER: I� I I i / M rn N o! I I ' J \ / I I MH 14,48"0 /i LS�It ��/ / / S I . - MH-11,48"0 =- I +00 STA: 1+13.16, 5.00'L - - I� L�y3 7 I I I W 2 ti / ' �� / / / ' I \ STA:4+11.48, 2552359 0 53 O� W oL 2+00 R. I I RIM: 2557.11 s I _ -_- J / / l� l 1 I III / v1 I N \\\ t- �� / / - /// / 1\ 1 I IE IN:2547.37 8"(W) ✓ - / �o x0� ? N I III I I IIE IN: 2544.29 E IN: 2545.88 8�(W)) PHASE 2 S \ \ - I IE OUT: 2547.27 8"(NE) ` - �3 a / 0 1 c=RADE , /_ IE OUT: 2544.29 27" (S)- - - �H GC III I MH 17,48"0 I I I \ \ - - / / 1 _ S I - FUTURE CONSTRUCTION BREAK - STA: 10+54.70, -5.00'L \ _ _ 6 l �� 2555 - 6 I N r J C V L P M E N T RIM: 2554.13 s ' MH 16,48"0 ( ) �` @O sue, MH 13,48"0 III I I III I IE IN:2550.29 8"(W) APPROXIMATE EXISTING SEWER STA: 6+77.MH 16,48'L -� I I o 1 STA: 3+24.49, -9.89'L I I � EX. SSMH N! - - IE IN:2550.29 8"(S)J N TRUNK SHED BOUNDARY RIM: 2553.68 o a k�0 RIM: 2552.94 `\(2555) I I Ip III y Rim 2556.98' ® IE IN:2550.29 8"(N) N 1 STA 8+19.97, 7.02'LT. IE IN:2548.68 8"(W) �.=A IE IN: 2546.92 8"(SW) ( I - III 27"PVC(N)2544.30' III ® IE OUT: 2550.19 8"(E) o / IE OUT: 2548.57 8"(E) ) \ o � - �\ IE IN: 2546.92 8"(S) S'rs'- J I III -� �" 30"PVC(S)2543.71' III (2551) 2553 ; \ . SS �� \ IE OUT: 2546.82 8"(NE) I I 24"PVC(E)2544.54' IIII 0.7% B - - - - - - - - - - - - - - - - - + tiro �� I NOTES: Z. PI: 3+23.83 N SS 6+00 _ , - o - 1. This drawing is considered preliminary unless I I 14+44 14+00 13+00 12+ 11+OOS SS S - - 1 1.7/ J I I o 10+0o rn 9+00- 8+00 7+00 o 'M \-) �� o I I I y �� affixed with a municipal approval or IIII } I r - 11 I J accompanied by a separate approval document. N _ o -_� IN N 2. All sanitary sewer improvements shall conform MH-18,48"0 a a N - \ I N - - - I1 r- o -- I Lr'N ;� I �i- i - I / I I with the standards and specifications of the I I I N I ae o STA: 11+47.78, 5.00'L N f 1 1 1 I N h N ?554 / ' � I I I City of Meridian. I III SE�ENGINEERING / I N RIM: 2554.30 r 255q� 0 0} o I I I` I I I /�S'. r �� . `�I I IE OUT: 2550.85 8"(E) "1 N I ni f I L -' 1 h I 11 I I 3. All culinary water improvements shall conform III I NOTES GRADE v - - Y �ss, I BREAK �ECr2559-z'� F&-2554-3i� J-o I I I I I I I I// / 3 2 2.0% 1 7� I I III -- I I I I g with the standards and specifications of the r I 5 4 2554 I I ss� I I / N I III s v City of Meridian. I_GRADE - o -8- G�RAD - 7 - I 6 I / I I IIII I I I I 4. All improvements in the public right of way BREAK - _ k - I I II 1 I I 1 = I IIII � s 2553 � I I I �55 N shall conform with the standards and i 255q I I J I g'i �1 IIII specifications of the Ada County Highway IIII I J I i I I I \ o I IIII I k District (ACHD) and the Idaho Standards For 2552 I O 1 I 2553 Ln! i! M! N l o I _ - I I i IIII I I I Public Works Construction-ACH D Supplement I I- o L 1 I= 255 I I I _ (ISPWC-ACHD). o 2552 - q- �o, _ _- 5. All private improvements shall conform to Idaho - - �, _ - _= I t� I I Standards For Public Works Construction + o' l v (ISPWC) standards and specifications. III I ) M I " •o •' ` I I` I 6. Contractor to field locate and verify the -T horizontal and vertical location of all utilities prior to beginning work. 2565 2565 In 10 N Ln Oco (74 ,O ^ ,p J W J Z J ? J co 0 u�•1 v ,ten v N APPROX. SEWER ri in 3 in 3 a, - n 2560 N MH 17 N Ln M TRUNKSHED BOUNDARY In N 0 N - CO 0O m - - m m 2560 ~' m STA 10+54.70, -5.00'LT.-`V Co. `� � `" oo r °r bo �' ° CO m m v N STA 8+19.97 m � Ir, ^' v a a o N Lq NO L+ MH-18 RIM: 2554.13- m l7 0 co ,o C6 rn ,n rn '0 o v N l7 `� W I� � N N R R N v N m STA 11+47.78, -5.00'LT. In IE IN: 2550.29 8" (W) ^ v N N v N m N U,ui ui In In RIM: 2554.30 IE IN: 2550.29 8" (S) N N + N N , M N N N ? N N N N j IE OUT:2550.85 8" (E) IE IN: 2550.29 8" (N) 7 1010 Z o a Z o = ? ? o = a ? o 2555 IE OUT: 2550.19 8" (E) � Ln a w w N w w " " 2.00% 2555 _ 7E 0.40% 2.00% 2.pp% / - - ,43% 0.70% - - - - 0.50% _ - - -0.51% - - - MH 11 0.47% STA 1+13.16, -5.00'LT. IE IN:2544.29 27" (N) 2550 2550 - -- - - - - -- - - - - IE IN: 2545.88 8" (W) 93.08 LF of 8"SDR END OF ROADWAY 35 SS @ 0.60% 378.42 LF of 8"SDR IE OUT: 2544.29 27" (S) CONSTRUCTION. FUTURE 35 SS 0.40% 270.93 LF of 8"SDR ROADWAY CONNECTION Y OTHERS 35 SS C�0.4a% 87.38 LF of 8"SDR 62.52 LF of 8"SDR___ 147.83 LF of 8"SDR 2545 35 SS C�0.40% 35 SS @ 0.40% 35 SS @ 0.40% APPROVED FOR CONSTRUCTION: These plans are valid for construction only with the 2540 2540 signature of the design engineer on the line below. 14+51 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 Approved Date ONA L FiyG/ ^ F F 14176 cn�3/10/26�0 � `9TF OF a gR� R ' 0J b v 0 Blueberry Hills Subdivision Grading and Sewer a Plan & Profile / v PROJECT: w DRAWN BY: CRS REVIEWED BY: ERB REVISIONS: x No. DATE REMARKS v a / U N O w R k DATE: a March 9, 2026 SHEET NUMBER: pp � 5 w / a Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho I DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 www.edmpartners.com � PAVEMENT SECTION TABLE WMcMILLANRD 0 OO FLEXIBLE PAVEMENT GRAVEL 5 MAP PATTERN 0 CONCRETE N/A N/A APSHALTIC CONCRETE 2.5" N/A SCALE: 1" = 60' 30'INGRESS Et EGRESS 8t UTILITY EASEMENT INST N0. CRUSHED AGGREGATE BASE 4.0" 14.0" 110093891 Et INST NO. 94083262 STRUCTURAL SUBBASE 10.0" N/A 0 30 60 120 180 _ COMPACTED SUBGRADE SEE GEOTECH SEE GEOTECH DEVELOPER: REPORT REPORT WIDEN GRAVEL DRIVE PER ISPWC SD-304 AND TIE EXISTING GRAVEL Uj DRIVE TO PROPOSED ASPHALT DRIVE Q A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS C 10' REAR SETBACK REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF 0 CTHA GC CONSTRUCTION. � � DEVELOPMEN T IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY ALLWEST Z TESTING Et ENGINEERING ON JUNE 4, 2025, PROJECT NUMBER 524-689G. 0 EX. GRAVE IVE Q I MATERIAL SPECIFICATIONS: OWE SITE LOCATION T — ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF 0 R2H.00 ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS — — — — N SHALL BE PLACED IN ACCORDANCE WITH ISPWC LU L Li I STANDARD SPECIFICATIONS FOR HIGHWAY NOTES: N CONSTRUCTION. No LU 1. This drawing is considered preliminary unless "'I AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR Z affixed with a municipal approval or CRUSHED AGGREGATE MATERIALS. accompanied by a separate approval document. STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING 2. All sanitarysewer improvements shall conform WITH THE REQUIREMENTS DETAILED IN THE P — — — — — — I STRUCTURAL FILL SECTION OF THIS REPORT EXCEPT with the standards and specifications of the THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE City of Meridian. THAN 3 THE COMPONENT THICKNESS.GRADATION AND 3. All culinaryter improvements shall conform 7.37'LANDSCAPE BUFFER SUITABILITY REQUIREMENTS SHALL BE PER ISPWC water p I SECTION 801,TABLE 1. with the Standards and Specifications Of the City of Meridian. 7.37 LOT WIDTH 4. All improvements in the public right of way B' VICINITY MAP - MERIDIAN, ID shall conform with the standards and CLOSED VISION FENCE I SCALE: 1"=500' specifications of the Ada County Highway District (ACHD) and the Idaho Standards For I \ Public Works Construction-ACHD Supplement 3 (ISPWC-ACHD). 5 5. All private improvements shall conform to Idaho 4 \ \ Standards For Public Works Construction (ISPWC) standards and specifications. \ 6. Contractor to field locate and verify the 22.37 LOT WIDTH horizontal and vertical location of all utilities COMMON DRIVE A-A' SECTION \ prior to beginning work. 20.00' ASPHALT J a DRIVE a 20.00' OPEN VISION FENCE 2.37 LANDSCAPE 10.00' 10.00, I BUFFER A' ---2.00% 2.00%—� I � \/ PAVEMENT SECTION, PER PROJECT \ GEOTECHNICAL REPORT\ /\ 20' FRO_SETBACK GARAGE) — — — — NOTE: 1. LOT 4 MAY TAKE DRIVEWAY ACCESS FROM W. BELLTOWER DRIVE OR COMMON DRIVE. 6 LIVING AREA) e 15' FRONT SETBACK d ° ° d ° Q ° ° G ° e ° COMMON DRIVE B-B' SECTION °° A d d ° 4 ° e tl° e — 27.37' ° ° c ° LANDSCAPE 10.00' 10.00' W 13ELLTCWER — — — BUFFER — 7 ° e ° 4d f—2.00% 2.00%— A 44 ° $ \ / PAVEMENT SECTION, PER PROJECT ° d / GEOTECHNICAL REPORT ONAL F v' . ° NOTE: 1. LOT 4 MAY TAKE DRIVEWAY ACCESS FROM W. a ° d4 _ BELLTOWER DRIVE OR COMMON DRIVE. 4176 Ud N�3/10/26Z�0 44/ O R . w - - - Blueberry Hills W Subdivision R , � Common Drive Exhibit x I I 8 6 30'INGRESS Et EGRESS Et OWNER PROJECT: PROJECT# _ UTILITY EASEMENT INST NO. 10 MILE DEVELOPMENT, LLC 110093891 Et INST NO. 94083262 DRAWN BY: CLS P.O. BOX 190804 BOISE, ID 83719 REVIEWED BY: ERB (208)908-6763 REVISIONS: CONTACT: LYNN CARRILLO No. DATE REMARKS SURVEYOR: — 10'REAR SETBACK U _ _ — — EX.GRAVE EVE UI IDAHO SURVEY GROUP, LLC 9939 W. EMERALD ST. o BOISE, IDAHO 83704 Q NI (208)846-8570 CONTACT: LAWRENCE KOERNER, PLS DATE: x CIVIL/SITE ENGINEER: March 10, 2026 ACCESS EASEMENT DETAIL SCALE: 1"=40' EDM PARTNERS PO BOX 6925 SHEET NUMBER: U BOISE, ID 83707 i CONTACT:TED BURKE, PE EXH �l U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho I DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 w vw.edmpartners.com � I I \ DRAWBRIDGE SUBDIVISION I I UNPLATTED I\ $ O O O O I I I • _ _ •�I SCALE: 1" = 60' 268.38' 101.00' 101.00' - - - • I I BRIDGETOWER - 27.39' 64.38' 71.75' 178.54' 64.83' •�� SUBDIVISION NO. 2 5 7 I� �, - - - r I � � I-I I � a I I 0 30 60 120 180 3 �I o I I I I I o DEVELOPER: ` o I N o BLOCK 6 �, I s 11 N s c o o N89°08'57"W 101.00'- O Z a w I N \ - N89°14'50"W 254.44' o rn �� �� 101.00' 1 F o o _ ao -101.38'- W w 3 z � I o? BLOCK 52.44' 101.00' 0 2 o i 5 c 4 I O z N z 23.71' 64.83' - N "' W BELLTOWER DR DEVELOP M >C w 0 N O N tt1 N O N N J Z O Q' Z ° 1 1 I i -N89°08'S7"W 101.00'� 31� BLOCK 5 I I - - I C1 S89°14'50"E 75.79' - o Co °° °� o z _ _ I - - - 0 0 0 cD 8 bo Z I 'ITI o a w l 2 UNPLATTED •� I / �� W BELLTOWER DR. I o w o I 7 I "' 6 3 N 0 3oo : W l I I / �tii ' 0 0 - ,n 3 N I I 13�' C 63.89' 25.00' UNPLATTED o 1 �c •N 10�00 0 3 r - - I - - - NOTES: z l I o I I z ' 53.20' M e 1 - -101.77'- Z 2 81' I 1. This drawing is considered preliminary unless J L - - 14.16' L S89°14'S0"E98.32' 1 o b�� 2.74 C1 B K I I affixed with a municipal approval or 52.44' o o .'92.78''..•. 78' I �J P PP 101.00' 101.00, 81.00' o ____N82'�5'13"E 110. I 21 o a° " N 226.33' - accompanied by a separate approval document. N82°55'13�E I I I w I 2. All sanitary sewer improvements shall conform _ _ _ _ � I I J I with the standards and specifications of the W BELLTOWER DR. - S89°14'S0"E 518.79' N89°38'57"E 238.16' C3- 79.00' Cy 0 I II 11 393.13' O O 125.66' gp.75' C8 v v I � City of Meridian. 0 U_ - I I - II I I? 3. All culinary water improvements shall conform O I r- I � �u i o 80.75' N 89.88' 90.00' 89.78' 80.00' 54.97' I I z a Z u- -- - N o I with the standards and specifications of the r- 62.44' _ 19.95 60.06'- -80.01' 80.01' - 25.55' I r I 1 oz z 00 0 N89°14' "W 112.73' J w oN Z N N Q Lu ON N City of Meridian. r r f I 1 I 4. All improvements in the public right of way I I I BRIDGETOWER 1 BLOCK 4 I BLOCK 3 � I J r 1 II I shall conform with the standards and 4 I o o _ I _ I _ I 4 3 2 I z I SUBDIVISION N0. 2 0 3 0 0 3 1 specifications of the Ada County Highway 5 w 0 1 0 0 3 3 2 3 -Ln 9 I w 8 I w 7 3 6 3 5 3 o I ;� Q I I I District (ACHD) and the Idaho Standards For a 1 o 0 0 1 � 3 I ( I Public Works Construction-ACHD Supplement v cD I o ' z t o 0 0 I I I I o I I I I I (ISPWC-ACHD). 1 Z N z Z I I I O 1 I I I I 5. All private improvements shall conform to Idaho _J I I I I I I I 1 I Standards For Public Works Construction L - 90.00' 90.00' I 89.78' J 80.00' - I20.00' 82.44' 80.00' .I I ISPWC standards and specifications. . 0 so.00 80.00' 80.00' so.00' 20.00' 25.00' 6. Contractor to field locate and verify t he W. DOC LANE (PRIVATE) horizontal and vertical location of all utilities UNPLATTED I I prior to beginning work. PROPOSED ZONING: R-4 Et L-0 OPEN SPACE LEGEND R-4 ZONING REQUIREMENTS: QUALIFIED OPEN SPACE MIN. LOT AREA: 8,000 SF W McMILLAN RD QUALIFIED OPEN SPACE REQUIREMENT: 12% NON-QUALIFIED OPEN SPACE o L-0 ZONING REQUIREMENTS: MIN. LOT AREA: N/A QUALIFIED OPEN SPACE REQUIREMENT: N/A PROJECT DATA PARCEL NUMBER: SO434142125 TOTAL PLAT ACREAGE: 8.87 ACRES PUBLIC ROAD ACREAGE: 1.95 ACRES NET LOT ACREAGE: 6.92 ACRES GROSS R-4 LOT ACREAGE: 7.22 ACRES a GROSS L-O LOT ACREAGE: 1.64 ACRES TOTAL REQUIRED QUALIFIED OPEN SPACE: 37,758 SF (9.78%) TOTAL PROVIDED QUALIFIED OPEN SPACE: 40,896 SF Z 0 TOTAL QUALIFIED OPEN SPACE ACREAGE: 0.94 (10.6%) L TOWE SITE LOCATION AVERAGE BUIDABLE R-4 LOT SIZE: 0.22 ACRES o NUMBER OF BUILDABLE R-4 LOTS: 20 LOTS MIN R 4 LOT SIZE: 8,595 SF W ONAL FN iA � G ^o Z FA) u ALL LOTS WILL HAVE PUBLIC UTILITY0. EASEMENTS AS FOLLOWS: 14176 o FRONT: 10' N�3/10/26�0 44/ N REAR: 10'TYP, 8' MINq TF OF 10 JQ� SIDE: 5' O R . � w a VICINITY MAP MERIDIAN, ID Blueberry Hills A SCALE: 1"= 500' on W Subdivision Open Space Exhibit OWNER PRO PROJECT: ECT# 10 MILE DEVELOPMENT, LLC J J P.O. BOX 190804 DRAWN BY: CLS i BOISE, ID 83719 REVIEWED BY: ERB 2 (208)908-6763 N CONTACT: LYNN CARRILLO REVISIONS: No. DATE REMARKS SURVEYOR: U IDAHO SURVEY GROUP, LLC a 9939 W. EMERALD ST. BOISE, IDAHO 83704 A (208)846-8570 CONTACT: LAWRENCE KOERNER, PLS 3 DATE: x CIVIL/SITE ENGINEER: March 10, 2026 ti EDM PARTNERS PO BOX 6925 SHEET NUMBER: U BOISE, ID 83707 i CONTACT: TED BURKE, PE EXH �2 CJ Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho IIL DM Ali Parcel Number SO434142125Partners 4315 N Ten Mile Road, Meridian, ID 83646 ISURVEY CONTROL NOTES: 2815E 3300 S, Salt Lake City, UT 84109 1. ALL SURVEY DATA IS BASED ON NAVD83 STATE PLANE (801) 305-4670 wvvw.edmpartners.com ' — (IDAHO WEST)AND / VERTICAL NAVD88 DATUM. II / \ DRAWBRIDGE SUBDIVISION I O O a • UNPLATTED \ 6 O O O II I - - 2 I I .11 SCALE: 1" = 60' •�� ^ BRID ISION N R — — � � � ^' �1 SUBDIVISION N0. 2 ZONING 0 30 60 120 180 5 RESIDENTIAL(R-4) 1 — — _ I I �I 25,898 SF 8,613 SF I 9,1232 SF W I I I 1 i DEVELOPER: — — 5,488 SF Z 19,85 ®, BLOCK 6 I s � _ o} - � 3 Z < Zu BLOCKI I \_ _ _ _ _ 2,0 0 SF - $ S I 11 846 SF 11,695 S'F o 0 o I I / I W BELLTOWER DR ■ �C wl _ D V L D P M � ~ W I� BLOCK 5 � JL — w I . . 8 7 6 W 2 UNPLATTED W BELL I OWER DR. I / 3 N ;, 9,148 SF ' 5,773 SF 11,118 SF 11,118 SF 8,595 SF UNPLATTED 6 111---_ o � I I I �� � NOTES: 0 — L - 3,756 SF;iaB K 2 I I II I 1. This drawing is considered preliminary unless affixed with a municipal approval or 1,950 SF _ I .,21 s II o accompanied by a separate approval document. 12 I I w I 2. All sanitary sewer improvements shall conform W BELLTOWER DR. 4P SF 7 I '• J I with the standards and specifications of the — O — _ _ v I i ,5501 City of Meridian. _ I I I I? 3. All culinary water improvements shall conform V — Z a Z " sand specifications of the - —— I with the standard s e •' - _ zZ l pZo 1 __ _-------. O N p N Q w City oMeridian. 4. All improvements in the public right of way r BLOCK 4 I II I I BRIDGETOWER shall conform with the standards and BLOCK 3 S 2 I I I SUBDIVISION N0. 2 specifications of the Ada County Highway 5 4 S 2 I 8 7 6 5 10 919 SF 11,799 SF 10,0338 SF , Q I I I I District (ACHD) and the Idaho Standards For 9,691 SF 9,698 SF 9,674 SF 8,620 SF 8, 9 797 SF 8,655 SF 8,774 SF 8,898 SF 9,196 SF 3 I I I Public Works Construction-ACH D Supplement >_ 12, 8 SF I I I (ISPWC-ACHD). 1 I I ZONING 970 O I ' I I I 5. All private improvements shall conform to Idaho 2 069 L1L J RESIDENTIAL(R-4) � I I Standards For Public Works Construction L W o - J L I —ri I I (ISPWC) standards and specifications. _ O I 6. Contractor to field locate and verify the 0 0 0 0 0 o G W. DOC LANE (PRIVATE) o 0 0 o I horizontal and vertical location of all utilities UNPLATTED I I prior to beginning work. I � � 0 PRELIMINARY PLAT DATA: W McMILLAN RD EXISTING ZONING: C-G RUT R-4 o R-4 PROPOSED ZONING: C-G R-4(MEDIUM LOW-DENSITY RESIDENTIAL DISTRICT) 0 L-O (LIMITED OFFICE DISTRICT) — R-8 SITE DATA: SITE AREA 386,207±SF SITE ACREAGE 8.87±ACRES C-N DIMENSIONAL STANDARDS (R-4): DIMENSIONAL STANDARDS (L-O): MIN.PROPERTY SIZE 8,000 SF MIN.PROPERTY SIZE N/A 0.18 ACRES R-8 L-0 SETBACKS: SETBACKS: a R-4 STREET(TO GARAGE): STREET LANDSCAPE BUFFER: LOCAL 20' LOCAL 10' COLLECTOR 25' COLLECTOR 20' o ALLEY 5' ARTERIAL 25' ADA R-2 R-4 STREET(TO LIVING AREA): SETBACK: Z CO• LOCAL 15' FRONT 0' COLLECTOR 25' SITE LOCATION L TO WE ALLEY 5' REAR 0' SIDE INTERIOR 5' SIDE 10' Lj cc: J REAR 15' ADA LANDSCAPE BUFFER: LANDSCAPE BUFFER: CO. D I-L Z Co. - COLLECTOR 20' RESIDENTIAL 20' ARTERIAL 25' pNA L F ENTRYWAY CORRIDOR 35' NG'/ w O. R-4 INTERSTATE 50' MAX.BLDG.HEIGHT 35' ADA C I-L MAX.BLDG.HEIGHT 35' 14176 o STREET FRONTAGE 60' (P�3/10/2 6 O 441 TOTAL LOTS: 34 F OF Q� y� RESIDENTIAL BUILDABLE LOTS 20 O R W COMMERCIAL LOTS 3 VICINITY MAP - MERIDIAN, ID COMMON LOTS 11 q SCALE: 1"= 500' TOTAL RESIDENTIAL(R-4) GROSS ACREAGE: 7.22 ACRES Blueberry Hills A TOTAL COMMON LOT ACREAGE: 1.15 ACRES v TOTAL BUILDABLE LOT ACREAGE: 4.50 ACRES �0 RIGHT-OF-WAY ACREAGE: 1.58 ACRES AVERAGE BUILDABLE LOT SIZE: 0.23 ACRES W TOTAL BUILDABLE LOTS: 20 LOTS Subdivision DWELLING UNITS PER ACRE(GROSS): 2.77 DU/ACRE Zoning Exhibit TOTAL LIMITED OFFICE(L-O)GROSS ACREAGE: 1.64 ACRES TOTAL COMMON LOT ACREAGE: 0.25 ACRES x TOTAL BUILDABLE LOT ACREAGE: 1.02 ACRES RIGHT-OF-WAY ACREAGE: 0.37 ACRES PROJECT: PROJECT# AVERAGE BUILDABLE LOT SIZE: 0.34 ACRES TOTAL BUILDABLE LOTS: 3 LOTS DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: No. DATE REMARKS U / 0 4 o. 0 w A b B x DATE: 5 March 10, 2026 v SHEET NUMBER: U EXH 3 1..1 y U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 VOLTERRA SOUTH COMMERCIAL 2815 E 3300 S, Salt Lake City, UT 84109 I SUBDIVISION (801) 305-4670 wvvw.edmpartners.com VOLTERRA HEIGHTS SUBDIVISION I / SCALE: 1" = 60' I / I I I I POTENTIAL FUTURE 0 30 60 120 180 DEVELOPMENT PLAN I / DEVELOPER: (BY OTHERS) FUTURE ROAD CENTERLINE — ■�� �_� (POTENTIAL) i� \ DEVELOPMENT — — - FUTURE RIGHT OF WAY - — _ 1 (POTENTIAL) NOTES: 1. This drawing is considered preliminary unless POTENTIAL FUTURE affixed with a municipal approval or DEVELOPMENT PLAN — ` accompanied by a separate approval document. (BY OTHERS) I I I UNPLATTED /� � 2. All sanitary sewer improvements shall conform (CURRENTLY) with the standards and specifications of the I �� DRAWBRIDG SUBDIVISION � City of Meridian. UNPLATTED I I 3. All culinary water improvements shall conform O8 O a with the standards and specifications of the OO4 O I City of Meridian. 2 4. All improvements in the public right of way ,I shall conform with the standards and _ specifications of the Ada County Highway BRIDGETOWER — District (ACHD) and the Idaho Standards For— — — — — — — — — — — — — SUBDIVISION NO. 2 Public Works Construction-ACHD Supplement _ I I I a (ISPWC-ACHD). 5 1 3 I I I I 5. All private improvements shall conform to Idaho 25,898 SF 8,613 SF I 9,122 SF 1 I Standards For Public Works Construction ,y, I j POTENTIAL FUTURE — — I ; BLOCK 6 Z DEVELOPMENT PLAN I 19 85 5,488 SF I (ISPWC) standards and specifications. s (BY OTHERS) I 6. Contractor to field locate and verify the horizontal and vertical location of all utilities 2 p - 5 4 3 o Z Z 1 BLOCK I --- _ — - = prior to beginning work. 2,020 SF IJjFUTURE RIGHT OF WAY , 38 S I 11,846 SF 11 695 Sly o 0 o I 1 BELLTOWER DR I� BLOCK 5 (POTENTIAL) I —=-==---------------- - - -� - POTENTIAL FUTURE I J s _ 8 7 W 2 DEVELOPMENT PLAN s 6 ''-' W BELLTOWER DR. I — — _- ------------- �J 3 N :. 9,148 SF UNPLATTED (BY OTHERS) , .: • 5,773 SF 11,118 5� 11,118 SF 8,595 SF (CURRENTLY) 6 I _ --� = — o E--- L J f 3,756 SF FUTURE ROAD � �" I 1 Bl#K 2 I CENTERLINE -11(POTENTIAL) — ___ 1,950 SF 21 I I o _ W BELLTOWER DR. r — 12 4P SF 1 I I L _ w s — — BLUEBERRY HEIGHTS SUBDIVISION — _ 1 I Y5 0l . . (PROPOSED) _ _ _ — o U I j r II I w • 0 I Z I N Uj l N in �F - r I I I B IDGETOWER BLOCK 3 3 2 I I I I SUE DIVISION NO. 2 5 I 4 11,799 SF 4 3 2 9 8 7 6 5 10,038 SF 10,919 SF Q I 1 1 9,691 SF 9,698 SF 9,674 SF 8,620 SF 8,797 SF 8,655 SF 8,774 SF 8,898 SF 9,196 SF 1 > 12,0 8 SF I I I 1 ,970 F O ` —� 069 LL w I I I I II I � J - - - - o UNPLATTED W -nOr I ANC /PRIVATFI --- / ------- --- BLUEBERRY HEIGHTS MAP - MERIDIAN, ID SCALE: 1"=60' 3 4j I ONAL F WI W McMILLAN RD o VOLTERRA HEIGHTS SUBDIVISION NO.4 I W o 14176 - a (P�3/10/26 O 4,, oW. LESINA ST �C VOLTERRA HEIGHTS SUBDIVISION w R W VOLTERRA SOUTH COMMERCIAL F Z N0.3 VOLTERRA HEIGHTS SUBDIVISION SUBDIVISION Z FUTURE ROAD W PIAZZA DR Blueberry Hills CONNECTION C� FUTURE ROAD A QUARTET NORTHEAST N. GIRASOLO AVE POTENTIAL FUTURE v CENTERLINE DEVELOPMENT PLAN • . . ti SUBDIVISION N0.2 (POTENTIAL) (BY OTHERS) (POTENTIAL) W. GRAND RAPIDS DR - W - W Subdivision a N POTENTIAL FUTURE _ 0 Future Development DEVELOPMENT PLAN UNP TTED o x UNPLATTED (BY OTHERS) (CU RENTLY) RAWBRIDG SUBDIVI ION Alternatives - - - _ Z Z PROJECT: PROJECT# r — BRI ETOWER / I S DIVISION L TOWE DRAWN BY: CLS TUREi - SITE LOCATION REVIEWED BY: ERB POTENTIAL FUTURE ° FUTURE ROAD DEVELOPMENT PLAN I—� W BELLTOWER DR - W REVISIONS:(BY OTHERS) CENTERLINE No. DATE REMARKS v (POTENTIAL) Z U BLUEBERRY HEIGHTS �— Z SUBDIVISION I I BRIDGETOWER (PROPOSED) SUBDIVISION I I I NO. 2 N CECINA PL A UNPLATTED -__-- -- -- ti UNPLATTED 0 DATE: 7 March 9, 2026 v VICINITY MAP - MERIDIAN, ID SHEET NUMBER: U SCALE: 1"=500' SUBDIVISION MAP MERIDIAN, ID XH 4 SCALE: 1"=200' U Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 2815 E 3300 S, Salt Lake City, UT 84109 I .a� (801) 305-4670 w vw.edmpartners.com — I v SCALE: 1" = 60' � 2 180 70.00' u I 0 5 1 I1 I � I 3 B• I ALL-WEATHER GRAVEL Rzgoo W C' dFir"T —�aoo BLOCK 6 FIRE TURNAROUND. N II TO BE RELEASED UPON Q ROAD EXTENSION L— I J ` I I I I I I =TH GE I I BLOCKI I W� - - - - DEVELOPMENT — 2 — —! O y o 5 4 I 3 a BLOCK 5 20.00'TEMPORARY FIRE I I W I EX. 12"DISTRIBUTION ACCESS EASEMENT,TO I I L — — �— — — I WATER MAIN W I BE RELEASED UPON I _ _— — DR. $ 7 I I 6 I I 3 I I I I I W BELLTOWER� NOTES: N II I N SWEET MELODY LANE 3 \y I I I EX. 16"TRANSMISSION_ _ 1. This drawing is Considered preliminary unless —�20.00 PHASE 2 I 20 00' ALL-WEATHER r I %�PROPOSED HYDRANT I WATER MAIN affixed with a municipal approval or GRAVEL FIRE FUTURE CONSTRUCTION I I PROPOSED HYDRANT B I I I OO ` accompanied by a separate approval document. I TURNAROUND I I -1 L 1 ____- i I �K I 2. All sanitary sewer improvements shall conform RzBoo, L -PROPOSED HYDRANT © �I � O° I, I I I _ k 2 l I I N with the standards and specifications of the — I City of Meridian. W BELLTOWER DR. \ _ 20.00'TEMPORARY FIRE I I I 3. All culinary water improvements shall conform 3 ACCESS EASEMENT, TO I I N I I with the standards and specifications of the BE RELEASED UPON I LA " < ROAD EXTENSION I I City of Meridian. _ I I 4. All improvements in the public right of way shall conform with the standards and ZBoo, ( I I specifications of the Ada County Highway I I 5 I I I I I I aBLOCK 4 I I II II II ■ Distric t (ACHD)101-1 and the Idaho Standards For IBLOCK 3 ILI I I 4 I 3 I I Public Works Construction ACHD Supplement 4 I 3 1 2 9 8 7 6 5 I (ISPWC-ACHD). 3 5. All private improvements shall conform to Idaho } + 3 I I II I I Standards For Public Works Construction 0� �J I I I (ISPWC) standards and specifications. a J — — I L — — — J I — I I I I � / II I L 6. Contractor to field locate and verify the w I I I I I N horizontal and vertical location of all utilities R28.00— — —� I i prior to beginning work. 0 0 0 0 0 0 0 ����� �� �c� �����^I ` • '• I I Ln CN ISO I I � I N (M) Jkl I I I H PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SUPPLY WILL BE PROVIDED BY CITY OF MERIDIAN. 8"WATER MAINS WILL BE INSTALLED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING 12" WATER MAIN ON N. TEN MILE ROAD. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. PHASE 1 OF THE PROJECT WILL BE SERVED BY AN 8" SEWER MAIN CONNECTED TO THE EXISTING 27" SEWER TRUNK ON N. TEN MILE ROAD. PHASE 2 OF THE PROJECT WILL BE SERVED BY A CONNECTION TO FUTURE DEVELOPMENT WITHIN THE NORTH BLACK CAT TRUNKSHED. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED DURING FINAL DESIGN. 4. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN REQUIREMENTS. 5. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. 6. STORM DRAINAGE SHALL BE COLLECTED AND ROUTED TO STORM RETENTION FACILITIES THAT MEET ACHD'S AND THE CITY OF MERIDIAN'S REQUIREMENTS. THE STORM RETENTION FACILITY TYPES, SIZES, AND LOCATIONS WILL BE DETERMINED DURING FINAL DESIGN. 7. GRAVITY IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT (SID) IN COMPLIANCE WITH IDAHO ADMINISTRATIVE PROCEDURES ACT (IDAPA) SECTION 31-3805. SECONDARY IRRIGATION WATER SOURCE SHALL BE PROVIDED, AS REQUIRED, IN ACCORDANCE WITH CITY OF MERIDIAN SPECIFICATIONS. 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER, DRAINAGE, SEWER, AND PRESSURE IRRIGATION. 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. 10. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. 11. ROAD SECTION FOR THIS PROJECT IS LOCATED ON THIS SHEET. 12. GRADING AND EARTHWORK IS NOT INCLUDED OR SHOWN ON THESE PLANS. ONAL FNG 13. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN F F STREET LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE 14. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 14176 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. (j�3/10/2644/ �0 �G�TF OF c� qR� R . c, v U U w � Blueberry Hills W o o Subdivision Fire Access Plan g 47.00' r. PROJECT: PROJECT# w DRAWN BY: CLS 16.50' 16.50' REVIEWED BY: ERB /r— 5.00' 2.00' 0 2.00' 5.00' 2.00/ 2.00% No. DATE REMARKS 3 \ 5 CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL 3" ROLLED CURB PER Q ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 DATE: March 9, 2026 STANDARD DRAWING SD-702 SHEET NUMBER: QTYPICAL ROAD SECTIONX 111111111111111111116 w A Blueberry Hills Subdivision A parcel of land lying in the SE 1/4 of the NE 1/4 of Section 34, Township 4 North, , Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 2815 E 3300 S, Salt Lake City, UT 84109 I PHASE LEGEND (801) 305-4670 wvvw.edmpartners.com I — \ I L-0 LIMITED OFFICE DISTRICT \ PHASE 1 3 BUILDABLE COMMERCIAL LOTS . / I 2 COMMON LOTS I � O a R-4 MEDIUM-LOW DENSITY RESIDENTIAL DISTRICT O OO4 O3 �i I 15 SFR LOTS SCALE: 1" = 60' 8 COMMON LOTS 0 30 60 120 180 ® _ _— - R-4 MEDIUM-LOW DENSITY RESIDENTIAL DISTRICT DEVELOPER: I a u _ PHASE 2 1 COMMON LOTS 5 �I I I I o I I 3 8 a I I I I I 1 I I W 11 A ® I I A _BLOCK 6 a I I I I �� �H �7�0J o L- - - ' y 3 1 I BLOCKI I � _ - - - - DEVELOPMENT 2 \ 5 I 4 I I I / W BELLTOWER DR - - -1 F - - - � - J \ — I� BLOCK 5 y I II I I I I 3 1 I I I I 1 I / °Lw ELLOWER DR.i 8 7 6 2 (LU 1 NOTES: r I � r — — _ I I 1. This drawing is considered preliminary unless 1 1 1 — — l 1 I //' affixed with a municipal approval or PHASE 2 I 6 p / �K2accompanied by a separate approval document. LB1.0 I I I 2. All sanitary sewer improvements shall conform ° p 21 , I o r with the standards and specifications of the — — City of Meridian. — W BELLTOWER DR. _ I 1 I I J 3. All culinary water improvements shall conform 11 with the standards and specifications of the O - - - F— I I - - I I I Z City of Meridian. — — 4. All improvements in the public right of way F — — — I — 1 II Z I shall conform with the standards and 1 PHASE 1 I specifications of the Ada County Highway BLOCK 4 I I I I I I I IBLOCK 3I 1r II II District (ACHD) and the Idaho Standards For1 I 1 3 2 Public Works Construction ACHD Supplement 5 4 11 3 I 2 9 $ 7 6 5 1 4 I Q I I I I (ISPWC-ACHD). 1 1 3 I I I 1 5. All private improvements shall conform to Idaho 1 1 1 ( I 1 1 1 1 Standards For Public Works Construction 1 I I I (ISPWC) standards and specifications. J I I i 1 1 1 1 1 I 0 L 1 I I I I 6. Contractor to field locate and verify the 1 — — — J LU I 1 11 I I horizontal and vertical location of all utilities prior to beginning work. � • :.. I I I I I I I I ANAL FNG/A F i~ 14176 N�3/10/26�0 44/ x �R F O O R . w v Blueberry Hills W Subdivision Phasing Plan x R PROJECT: PROJECT# DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: No. DATE REMARKS U i k O R S. O s. Q 'O s. c� x DATE: v March 9, 2026 SHEET NUMBER: U i m u m EXH � 7 r7 i U