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Preliminary Plat
Blueberry Hills Subdivision PIP,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 I 2815 E 3300 S, Salt Lake City, UT 84109 I (801) 305-4670 www.edmpartners.com � � I \ DRAWBRIDGE SUBDIVISION I I I UNPLATTED \ O O O O I I SCALE: 1" = 60' 268.38' 101.00' 101.00' - I BRIDGETOWER 27.39' 64.38' 71.75' 1 116.28' 123.09' SUBDIVISION NO. 2 4 N 1 .� I o I 0 30 60 120 180 5 N 3 I I I 1 3 DEVELOPER: 1 � I( 1 3 1 2 1 0 W ^ N 9 3 1 N 9°14'50"W 15.0 Ln o I r^ BLOCK 5 z o � _ M J J `' 0°53'20"W 25.0 \ .°Oo _z Q ' ' o N89°14'50"W 254.44' N89°08'57"W 101.00 w �� BLOCK " o b N89°08'57"W 101.38' w 5 w 4 z - o ? �I I I 1 52.44' 101.00, o o "v o z N z U_101.00, 0 2 O __ v o ni w M o C 0.03' 69.53' N N W BELLTOWER DR C C w ^' en w o o I DEVELOPMEN N89°08'57"W 101.00'� , ° z Z FIZE BLOCK 4 Z 0 0 Z 0 o o w Ln 2 N I LANDSCAPE /tiq >5 W BELLTOWER DR. I I� _ - 0 8 w 7 w 6 3 3 o UNPLATTED 00 BUFFER O O N � - W - �'.: I 00 P o 3 t/1 84.42' - - UNPLATTED Z o o I � �1$�3 / 6a r - - _ 14 00' I // - - = NOTES: Ln J 7 z 50.05' I / 1 LN89°14'46"W 101.77' 1� 72.81' K I I 1. This drawing is considered preliminary unless 14.16' S89°14'50"E 98.32' �^ 1 o ba' 2'74 CA 31� I affixed with a municipal approval or 3 I P PP 52.44' 101.00' 101.00' o0 81.00' c12 � o f92.7s - 0 26.00' accompanied by a separate approval document. I "' 0 CROSS-ACCESS I � I w I 2. All sanitary sewer improvements shall conform W BELLTOWER DR. - EASEMENT C� - s sT 30.00 1 2221.00' -u I with the standards and specifications of the g0.75' /LANDSCAPE ° iF City of Meridian. • - -____-----LAND BUFFER 1 1 I N 53'20"E 222.0 I • 80.75' _ - - �ZBU MIN.) 1 - 1 I I w I 3. All culinary water improvements shall conform 89.88' 90.00' 89.78' 80.00' r 72.13• � - f' - - I-- with the standards and specifications of the Cq 79.44' 77.0T 80.01' 80.01' 8.55' W N "W 155.14' Z _ 1 L I City of Meridian. M � 3 - - - - - I 1 4. All improvements in the public right of way BLOCK i 13 M C10 Ln 2.95' N M 5 3 W 4 1 I BRIDGETOWER shall conform with the standards and �: ^ Ln ^ N BLOCK rn �i M '� / I I SUBDIVISION N0. 2 CD o 0 o O 2 N � 6 3 0 0 1 1 specifications of the Ada County Highway 0 5 0 4 0 3 3 2 3 I w 12 w 11 w 10 3 9 3 8 3 0 o W N _ Z - / I 1 1 I I District (ACHD) and the Idaho Standards For o o � a o 1 " I Public Works Construction-ACHD Supplement Ln r In Inp O 7 O O W Z J N 0 / 1 1 O (ISPWC ACHD). 1 z Z o N W o Z 1 1 I I I 5. All private improvements shall conform to Idaho 0 1 I Standards For Public Works Construction -J L � 1 I I (ISPWC) standards and specifications. w 90.00' 90.00' 89.78' so.00' zo.00' 7.00 82.44' 80.00' 80.00' 80.00' so.00' ao.00 so.00' 30 00' I 6. Contractor to field locate and verify the _ . 153.47' W. DOC LANE (PRIVATE) horizontal and vertical location of all utilities IUNPLATTED L ' I prior to beginning work. I I I I I I I CONSTRUCTION PHASING MAP _ I 0 PRELIMINARY PLAT DATA: SHEET INDEX W McMILLAN RD PP-1 COVER EXISTING ZONING: PP-2 EXISTING CONDITIONS & DEMOLITION RUT - - PP-3 PLAT LAYOUT 5 1 3 - 1 2 o PROPOSED ZONING: PP-4 PRELIMINARY ENGINEERING - 4 i 31 I l i L-O((LIMITED OFEDIUM FICE CT)TY RESIDENTIAL DISTRICT) L - PP-5 SEWER PLAN & PROFILE 5 1 SITE DATA: 1 2 I- 1 SITE AREA 386,207±SF $ 7 6 3 1 SITE ACREAGE 8.87±ACRES 7 1 , DIMENSIONAL STANDARDS L-O 1 I � DIMENSIONAL STANDARDS (R-4): ( ) SURVEY CONTROL NOTES. 1 MIN. PROPERTY SIZE 8,000 SF MIN.PROPERTY SIZE N/A II 0.18 ACRES 1. ALL SURVEY DATA IS BASED ON NAVD83 STATE PLANE 5 4 SETBACKS: SETBACKS: (IDAHO WEST) AND VERTICAL NAVD88 DATUM. � 5 4 3 2 12 11 10 9 8 7 6 r 1 I STREET(TO GARAGE): STREET LANDSCAPE BUFFER: a LOCAL 20' LOCAL 10, 1 1 1 I o COLLECTOR 25' COLLECTOR 20' PROJECT GEOTECHNICAL REPORT: PROJECT GEOTECHNICAL o ALLEY 5' ARTERIAL 25' ------------------------------- ILAREPORT PREPARED BY ALLWEST TESTING Et ENGINEERING 1 z LOCAL 5' FRONT 0' Z STREET(TO LIVING AREA SETBACK: ON JUNE 4> 2025> PROJECT NUMBER 524-689G. 0 COLLECTOR 25' SITE LOCATION TOWE ALLEY 5' REAR 0' ONAL SIDE INTERIOR 5' SIDE 10, CONSTRUCTION PHASE 1 LuF � REAR 15'Lu � P LANDSCAPE BUFFER: LANDSCAPE BUFFER: 14176 z COLLECTOR 20' RESIDENTIAL 20' A Nj 5/18/2 6�0 44/ ARTERIAL 25' ENTRYWAY CORRIDOR 35' %�TF OF CONSTRUCTION PHASE 2 INTERSTATE 50' MAX.BLDG.HEIGHT 35' �RQ R . �J MAX. BLDG. HEIGHT 35' x STREET FRONTAGE 60' Blueberry Hills TOTAL LOTS: 36 RESIDENTIAL BUILDABLE LOTS 20 VICINITY MAP - MERIDIAN, ID COMMON COMMERCIAL LOTS 1 2 SCALE: 1"= 500' Subdivision i TOTAL RESIDENTIAL(R-4) GROSS ACREAGE: 7.22 ACRES TOTAL COMMON LOT ACREAGE: 1.24 ACRES Preliminary Plat UTILITY REPRESENTATIVE ACRONYM PHONE NUMBER TOTAL BUILDABLE LOT ACREAGE: 4.53ACRES OWNER Cover Q RIGHT-OF-WAY ACREAGE: 1.45 ACRES AVERAGE BUILDABLE LOT SIZE: 0.23 ACRES 10 MILE DEVELOPMENT, LLC TOTAL BUILDABLE LOTS: 20 LOTS PROJECT: PRO ECT# P.O. BOX 190804 J J GAS INTERMOUNTAIN GAS IMG (208)377-6839 DWELLING UNITS PER ACRE (GROSS): 2.77 DU/ACRE BOISE, ID 83719 DRAWN BY: CLS w TOTAL LIMITED OFFICE (L-O) GROSS ACREAGE: 1.65 ACRES (208) 908-6763 REVIEWED BY: ERB ELECTRICITY IDAHO POWER IPCO (208)388-6320 TOTAL COMMON LOT ACREAGE: 0.04 ACRES CONTACT: LYNN CARRILLO REVISIONS: TOTAL BUILDABLE LOT ACREAGE: 1.33 ACRES x NO. DATE REMARKS TELEPHONE CENTURYLINK C-LINK (208)385-2144 RIGHT-OF-WAY ACREAGE: 0.28 ACRES AVERAGE BUILDABLE LOT SIZE: 0.33 ACRES SURVEYOR: SEWER MERIDIAN PUBLIC WORKS MPW (208)887-1297 TOTAL BUILDABLE LOTS: 4 LOTS OPEN SPACE: IDAHO SURVEY GROUP, LLC WATER MERIDIAN PUBLIC WORKS MPW (208)887-1297 SEE EXHIBIT 9939 W. EMERALD ST. BOISE, IDAHO 83704 ROADS ADA COUNTY HIGHWAY DISTRICT ACHD (208)454-8135 CONTACT: L70 CONTACCT: LAWRENCE KOERNER, PLS k DATE: QIRRIGATION SETTLERS IRRIGATION DISTRICT SID (208)344-2471 CIVIL/SITE ENGINEER: May 18, 2026 u FIRE MERIDIAN FIRE DEPARTMENT MFD (208)888-1234 EDM PARTNERS SHEET NUMBER: PO BOX 6925 BOISE, ID 83707 Q (208) 891-9968 w CONTACT: TED BURKE, PE pp�i 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 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 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/\ , •� ,„EX. GRAVEL ROAD, NO. 94083262, INGRESS Et EGRESS TO INV 18"PVC W): 2554.56' 2 I SCALE; 1�� = 60� ,. EX. 15"CMP I � PLS 4998" \ — — — — _ ROAD,TO REMAIN TO BE REMOVED INV 10"PVC (W): 2554. 6' — I _ _ "PVC(S): 2554.32' INV:2550.4T - T T T TO BE REMOVED BE VACATED WITHIN SITE BOUNDARY INV 18 1 - I I EX. 15"CMP — - - - - - - - - - - - - - - - - - - _ �-� — INV: 2550.86' EX. DITCH, — — — — — EX. WALK,TO 0 30 60 120 180 EX.WELL, • EX. 12"RCP i — — — — — BE PROTECTED TO REMAIN TO BE PIPED \ \ — -�� 'INV: 2552.32 — � — ._•• —_— __ II I EX. SDMH DEVELOPER: l ��ss I J e• `\ — — \ — — I RIM: 2557.55' PARCEL"B - T— — —— —— — _ _I �I I — io , ►` EX. OUT BLDG, \ \ \ ROS N0. 9814 \ DROP / EX. IRR BOX N �. i°Ln % TO REMAIN REMAIN (TYPO 4325 N.TEN MILE RD. 1�5 i \ TOP BOX: 2558.7T I SS \ `\\ EX.TREE,TO BE �61 j \ EXISTING 50'WIDE ACCESS l \ EASEMENT,TO BE VACATED \ \ 1.42 AC. REMOVED (TYP.) 1ti55 INV 18"PVC(N): 2554.32' _� �1 I I / �� INV 10"PVC (W): 2554.56' \ I • I C '\ — _ _ �HA GC_ \ EX. OUT BLDG, EX. HOME, y / I 1 �` I ,� ,� r� �� INV 18"PVC(S): 2554.32 \ {I i� I W MILL MWER DR EX. DITCH,TO BE \ TO REMA TO REMAIN EX. WELL / / / )//� ` N LO h I EX. DI AND CONCRETE - s' C V h I z 1 �/ � � �-` /j I _APRON, TO BE REMOVED � PIPED AS NECESSARY I \ / �4 N EX. DRIVE AND WALK,TO BE I \ , Y EX. GAS SERVICE, //// / I ��� REPLACED WITH DRIVE ENTRANCE �'� I i Y \ i EX. HOUSE,TO BE / / PER ISPWC-ACHD SD-701 Shed I EX. DRAINAGE (� I TO BE REMOVED / DEMOLISHED //// / \ / EX.WELL,TO �VI I III •� —`_ �\ l / /� J / ll j/� \\ ( BE ABANDONED I . SHEDI TO I PIPE,TO REMAIN BE I \\\ \ \ \ I / / / / I �� EX. SEPTIC TANK, / I I y - — NOTES: EX:AI�T-$LDG, � �� — -� O EX. IRR BOX,TO REMAIN / / - — TO REMAIN \ 1 �� / O TO BE ABANDONED EX. FENCE,TO BE REMOVED_ — /��I I I EX. SSMH 1. This drawing is considered preliminary unless \ \ l.� / EX.WALK,TO"I r RIM: 2556.98' EX. CONCRETE III \ EX. DITCH,TO BE '\ \ \ I III III affixed with a municipal approval or EX. FENCE,TO REMAIN / \ \ I EX. POWER, TO EX. GRAPE BE PROTECTED I 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� I I I I( N 24"PVC (S):2543.54 _ BE REMOVED I I L `I II �I , 24"PVC (E):2544.54' 2. All sanitary sewer improvements shall conform EX. FENCE,TO r �� I , \_ \ J I� 1 I I w I with the standards and specifications of the BE REMOVED I EX. FENCE,TO BE REMOVED ( EX. FENCE,TO BE REMOVED I , I <N'�\_j I City of Meridian. II \ ) I \ �IiII d II I- L I 3. All culinary water improvements shall conform Ln I III r w with the standards and specifications of the City of Meridian. z �� III PARCEL"A" I EX. BLDG,TO BE � j / 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 N0. 9814 I �—� \ �,. L I � I III `I 4315 N.TROS MILE RD. 9.16 AC. I // /I \\ I -\ I I specifications of the Ada County Highway III \ I 1 ACHD PERMANENT I • I IM I I District (ACHD) and the Idaho Standards For I / / 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 I 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 INST#2020-141311:_ r � prior to beginning work. UNPLATTED I II I EX. IRR BOX, \ I I I\\ I I TO RE IN \/I EX. GRAVEL ROAD,TO REMAIN \ TOP BOX: 2557 EX. IRR BOX i \ EX. 12"PVC PARTIALLY BURIED — — — N I IRR BOX INV 10"PVC (W): 2554.18' � I � � TOP BOX: 2556.95' ` J INV 18"PVC(N): 2553.41' / INV 12"PVC (S): 2554.37' L `k \� 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 ONAL 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 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 EXCAVATED SOILS, THE CONTRACTOR SHALL BACKFILL THE DRAINFIELD AREA WITH cn�5/18/26�0 4U STRUCTURAL FILL. 9TF OF 3 qR0 R . x v Blueberry Hills Subdivision Preliminary Plat Q Existing Conditions & Demolition v r. PROJECT: PROJECT# w DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: x No. DATE REMARKS v a / U v O Cr k DATE: Q May 18, 2026 Y SHEET NUMBER: PP �2 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 I1 (801) 305-4670 wvvw.edmpartners.com 30'INGRESS Et EGRESS 8t UTILITY I EASEMENT INST NO. 110093891 Ex INST NO. 94083262 / \ 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' 116.28' 123.09' _ N C 4.00' cl� N I 3 - - -- -- -L--- 25898 SF `" 8613 SF I� Z 6, - - ---- --- ----_CD 3W ° ' ° 3 EASEMEN' ' °O 9 122 $F o w I I °a` 2 25.00'LANDSCAPE ---- " I 3 N89°14'50"W 15.00' -_CD 1 BLOCK 5 M N ry p I ^ N Ln 1 �� �� L- `l N ^ 14,432 SF " SO°53'20"W 25.00'00o J r °O o N89°08'S7"W 101.00'- J o .o N89°14'50"W 254.44' N o 2 0 coM w N89°08'57"W 101.38' o Z 4 o I o W BLOCK -19.00' 13 I DEVELOPMENT 52.44' 101.00, 1 F101.00, 0 2 020 $F o b M o oN 6 v I �" c.i 5 I 10.03' 69.53' 538 $ 11,694 $F I C2 S89°14'50"E 88.53' I W BELLTOWER DR 0 0 ' N J N 11,846 SF / Q o� _ I Z o o -N89°08'57"W 101.00'� Z CD Z BLOCK 4 M ? I z I I C1 S89°14'50"E 88.48' o 0 0 Z o b� 0 0 0 0 o Z v W I I o 25,00'LANDSCAPE W 3415 W ELK BUGLE LANE O v W BELLTOWER DR. J o I p W 2 ^ �� nj EASEMENT q 1� 8 7 w 6 o 0 0 UNPLATTED O I I �� p1 C3 N89°14'50"W 88.42' I NOTES: w I 3 3 3 9,148 SF o w I a i za ^ 5,773 $F 11,118 SF o 11,118 SF o 8 595 SF Lr'^ N I I �'� c p'E 1Q 84.42' Z °° I h I I o°o -4.00' I W 1. This drawing is considered preliminary unless u w M z I I o o bra 7 N I 1s�3 \\6b° 3ti a� �- a affixed with a municipal approval or a � - Z �' J F z 50.05' � �5�' 6�' ° z O accompanied b a separate approval document. o L - - - -1 L - I N89°14'46"W 101.77' �O1 3,756 Sf 72,s1' c5 000`N M I p Y p pp 14.16' ss9°14'50"E 98.32'- �^ 1 0 b b�1 22.74 C� S65 �� BLOCK 2 w 2. All sanitary sewer improvements shall conform 0 52.44' 101.00, 101.00' A0 81.00' C12 b o �� g2.78 p 33 N o o c, 1,950 SF C, N89°38'57"E 243.68' 2 u0 o with the standards and specifications of the Z S89°14'S0"E 349.60' z z L N89°14'46"W 81.85' 0.24 N82°55'13"E 226.3� o �A 3Q� 16,774 $F W BELLTOWER DR. I - - c6 / o I City ul Meridian.water p _ N ss9°14'50"E 518.79' Z 3. All culinary water improvements shall conform - - m - N89°38'57"E 238.16' C7 �i 222.00' s7' 00 with the standards and specifications of the s. p 393.13' � < � N - - NO°53'20"E 222.00' a a 125.66' 80.75' � � -I 26.00'CROSS ACCESS City of Meridian. s89°14'50"E 349.66' z z a �go.7� I ^ AGREEMENT I 4. All improvements in the public right of way 89.88' 90.00' 89.78' 80.00' �� L L 72.1 r I � r-- S q 79.44' 77.07' f 80.01' f 80.01' 8.55' � I I � WN89'14'50"WI55.14' J1 shall conform with the standards and N I I N I 5 ^ 4 3 - - SF specifications of the Ada County Highway BLOCK 3 BRIDGETOWER ( ) M M c10 2 95 I M I 3 I District ACHD and the Idaho Standards For N I N BLOCK 2 M N M 6 12,426 SF o ,471 I SUBDIVISION NO. 2 Public Works Construction-ACHD Supplement 5 Io o o 7 3 w 4 I w 3 2 I I I 8 I 3 I 11,106 SF o o (ISPWC ACHD). ri I o 0 3 3 3 13 w 12 w 11 10 9 3 10 225 SF o o 0 9,691 SF 9,698 SF 9,674 $F o I 8,620 SF a o w 46 0 8,883 SF 8,677 SF 8,801 $F I 8,924 SF o I 9,349 SF o ;n I 3 Nr 5. All private improvements shall conform to Idaho V_ Standards For Public Works Construction v M in o in in in E C' ri o o � I � I � 7 C> o I N 16,578 $F o (ISPWC) standards and specifications. Z Z oN Z o 0 0 0 I J L - - - I - ID - - 069 F Z N I N I I I 25.00'LANDSCAPE 6. Contractor to field locate and verify the I 25.00'LANDS APE horizontal and vertical location of all utilities _ _ J EASEMENT EASEMENT a7.00' _ _ _ L - J _ 4.00' prior to beginning work. 90.00 90.00' 89.78' 80.00' 20.00' 7.00 82.44' 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' - 30.00' 153.4T � N 69°14'50"W 1263.69' I UNPLATTED W. DOC LANE (PRIVATE) BOWMAN, LARRY D UNPLATTED BOWMAN, DEBRA A I 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 CITY OF MERIDIAN SPECIFICATIONS. 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR NOTE: ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE THIS PRELIMINARY PLAN SET IS PROVIDED FOR OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY INFORMATIONAL PURPOSES ONLY AND AS A CONVENIENCE WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL TO ALL INTERESTED PARTIES. THE PRELIMINARY PLANS ARE FACILITY OR EXPANSION THEREOF. NOT INTENDED TO BE USED FOR PREPARATION OF FINAL 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS SUBDIVISION. CONTRACTS. FINAL CONTRACTS SHALL ONLY BE PREPARED 6. ALL COMMON LOTS ARE SUBJECT TO BLANKET UTILITY EASEMENTS FOR CITY OF MERIDIAN FACILITIES, PRESSURE IRRIGATION, STORM ON THE BASIS OF PLANS THAT HAVE BEEN FULLY DRAINAGE, AND PUBLIC UTILITIES. PERMITTED BY ALL NECESSARY REGULATORY AGENCIES 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 AND ISSUED FOR CONSTRUCTION. ANY DISCREPANCIES BLANKET ACCESS EASEMENT. THIS LOT SERVES AS A COMMON DRIVE WITH AN INGRESS/EGRESS EASEMENT IN FAVOR OF LOTS 4 AND 6, BLOCK BETWEEN THE INFORMATION PROVIDED ON THESE PLANS AND THE FINAL PLANS ISSUED FOR CONSTRUCTION SHALL 1. IN ADDITION, INGRESS/EGRESS RIGHTS ARE GRANTED TO 3417 W ELK BUGLE LN (PARCEL NUMBER SO434142354), WHICH IS OWNED, AT THE NOT PROVIDE A BASIS FOR ANY ACTION AGAINST THE TIME OF THIS PRELIMINARY PLAT PREPARATION, BY KEVIN R. MEE. ACCESS RIGHTS ARE ALSO GRANTED TO 3415 W ELK BUGLE LN. THIS OWNER OR THEIR DESIGN CONSULTANTS. INGRESS/EGRESS RIGHT IS TO REPLACE INGRESS/EGRESS RIGHTS PREVIOUSLY BESTOWED BY EASEMENT INSTRUMENTS 110093891 Et 94083262, WHICH WILL BE VACATED ON THE PROJECT PROPERTY. 8. LOTS 1, 6 Et 7, BLOCK 1; LOTS 1, 4 Et 13 , BLOCK 2; LOT 1, BLOCK 3; LOT 1, BLOCK 4; AND LOTS 2, 4, 5, Et 8, BLOCK 5 ARE COMMON LOTS 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. 10. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. 11. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. 12. ADA COUNTY HIGHWAY DISTRICT STORMWATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. ONAL FN% 13. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. F F 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 LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE 14176 15. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 10.00-FT cn�5/18/26�0 4U WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 16. UNLESS OTHERWISE DIMENSIONED, ALL INTERIOR LOT LINES CONTAIN A 5.00-FT WIDE EASEMENT ON EITHER SIDE FOR PUBLIC UTILITIES, 9TF OF HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. qR0 R 6J x v Blueberry Hills Subdivision Plat Layout Q / 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 May 18, 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 O O5 4 3 y� SCALE: 1" = 60' � 2 �I 4=A P 0 30 60 120 180 iDEVELOPER: a _ 1 y EX. 16"WATER MAIN 3 I - i�EX. SDMH p 5 1 a= a = I EXISTING GRAVITY IRRIGATION I RIM: 2557.55' PROPOSED GRAVITY IRRIGATION a I LU d `=`L a s - - I I I 25.00'LANDSCAPEI I I PR� OISED I 2 25'ILANDSCAPE I I h Z I ® �Z Y' BUFFER 3 I PARKING AREA I BLOCK 5 O J ��t��` PROPOSED SOLID FENCE I I I (IN EASEMENT) I PROPOSED SINGLE WATER SERVICE I BUFFER .. W svDEVELOPMENT p ►-��- I HA G E 4 BLOCKI�1-� 1 I I �� — _ — _ 0 U v PROPOSED OPEN-VISION FENCE 6 5 I I I I I I -'I I — - PHASE 2 — _ J � �Q PROPOSED WATER MAIN a W BELLTOWER DR FUTURE CONSTRUCTION � BLOCK 4 U��, I I 1- W J. H 41 I I- / - I I RIM:2556.98' - - w I 2 I m O W BEI I TOWER DR.I s ( ): $ 7 - _ ' 27"PVC N 2544.30' - - - 6 I I 3 �\� _ = I I I I X , I 30"PVC(s):2543.71' NOTES: 3 N to I I \\\ 3 124"PVC (E):2544.54'- - - 1. This drawing is considered preliminary unless 1 I »>III I - - 0 I affixed with a municipal approval or PROPOSED WATER, Z 7 PROPOSED SEWER MAIN cy FUTURE PHASE I PROPOSED PRESSURE IRRIGATION 1 I OO accompanied by a separate approval document. — J 1 I LE� o K 2 L I 2. All sanitary sewer improvements shall conform IK 1 EX. 12"WATER MAIN with the standards and specifications of the 1 I N � Cityof Meridian. _ BE D — / I I I w 3. All culinary water improvements shall conform SS SS — — — — — �— I I 25'LANDSCAPE I I J SS 25.00'LANDSCAPE i I BUFFER N I I with the standards and specifications of the 0 I BUFFER City of Meridian. 1— —— — I — I ~ I 4. All improvements in the public right of way shall conform with the standards and F I I — I I— — —I , — — I I I I I II f I I 1 I I PROPOSED SEWER, I F1 II ,1I I I ■ specifications of the Ada County Highway FUTURE PHASE rPROPOSED TRAFFIC PROPOSED DUAL 4 wr - - - District (ACHD) and the Idaho Standards F orBLOCK 3 13 WATER SERVICE(TYP.) a CALMING (TYP.) BLOCK 2 1 z I Public Works Construction-ACHD Supplement 5 6 I (ISPWC ACHD).10 9 PROPOSED SEEPAGE w m rn I I I 5. All private improvements shall conform to Idaho BED(TYP.) I I I I I I I 1 w I I I Standards For Public Works Construction PROPOSED DRAINAGE I I I I 1 o I I I (ISPWC) standards and specifications. L _ INLET(TYP.) I I I 1 I I II 6. Contractor to field locate and verify the horizontal and vertical location of all utilities — — — 1— �� J I prior to beginning work. i J \ GRAVEL DRIVE,TO REMAIN = /gyp lip"/gyp"/�p ��p L 1 Ln CN J Iy I N (M) I 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 F 13. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE PUBLIC UTILITY EASEMENT O FF7, 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 148/2 � BUILDER TO CONSTRUCT REAR-LOT PRIVATE INFILTRATION SWALE FOR LOT RUNOFF IN N 5/18/2 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 1` 44/ SEEPAGE BED ACCORDANCE WITH THE SUBDIVISION CC8R'S F- - - - - - AND ARCHITECTURAL DESIGN STANDARDS. NO �G9TF OF - AND ARCHITECTURAL DESIGN STANDARDS. NO RUNOFF SHALL PASS ONTO ADJACENT SLOPE. 9iQ� F2 RUNOFF SHALL PASS ONTO ADJACENT SLOPE. IF HOME OWNER CHOOSES TO INSTALL A IF HOME OWNER CHOOSES TO INSTALL A 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-I �I Preliminary Engineering PROPERTY LINE �, 4 -III_ p t ry g g a 47.00' - ' -III- 'r' =III- - 1' II-III =III- 1' ao - SAND WINDOW C-33 - -III- PROPERTY LINE III III PROJECT: PRO ECT# SAN III -� SAND WINDOW C-33 D TO EXTEND INTO J J W APPROXIMATE SAND TO EXTEND INTO j FREE-DRAINING SOILS DRAWN BY: CLS 16.50' 16.50' GRADE BREAK j lI 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 0 3" ROLLED CURB PER PER ACHD SUPPLEMENTAL 5'CONCRETE5IDEWALK ° ACHD SUPPLEMENTAL STANDARD DRAWING SD-709 3"ROLLED CURB 3"ROLLED CURB DATE: y ' q May 18 2026 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 _ \ \ / I � I � N �, I11 I / � I 8 -� v IN � � ' III s � - -/ I� I O O 5 4 1� � � O O I l i i \'L�,�,3\ \ � - 0 2 1 �II I I � v/ \ � - - - - - - _ _ O � I � I 2815 East 3300 South, Salt Lake City, UT 84109 _ / ( � I (801) 305-4670 vvww.edmpartners.com I I - - - - (2552) - o - - _ I � � _ � � (2552)�1 � -T- T T�TLTLTLZ�� � _ � o - - � - - o- dS- - S ��_ _ - � I � `��\ ,� � - � � � '� _-- - - - - _ - _�S-a - - a5 O O O -� ----- ---- � - 116.28' ----- r i - 0 0 �� \ '1.����49 2548 \ a \ - - - a ��_ � - � � � LANDSCAPE BUFFER 4.00' % o � `- I 5 2547 I ,� I .o I \ _Y1 cn \ - - \� � I I I /fir, a MH-21,48"0 - � a< n �Z I z L � _ _ SS6 I � � I � „� STA: 1+75.46, 3.92'R I � � � � \� \_ I � I I� 25' LANDSCAPE BUFFER •• I I`i I � I� �\ RIM: 2554.40 �\, �/ASS � ��\ \ ` ` - - - I � \ � i I U �(2558)�l I \ �� I l l I ` I y�. ��s I IE OUT: 2551.13 8"(S) ,,J` / z �• � � � \ \ I, � I I I I MH-12,48"0 �I .• `� 1\� � n - r SCALE: 1 - 50 1� I m I -~ /\ s� I I / � _ \\ � �\ I I .. ASS STA: 2+61.73, -1.9T L I I - - I � ° ? hh`'' t s � \ Y � \ � � - �� ( I /� / ( I S RIM: 2554.62 ( '(2558), _ I �� _ PI n, � � � I � LJ � / / �. � IE IN: 2546.57 8"(SW) 1 � � � --/^ _ I h I 1 hh�i � � �- - - - 6.1% 2.0% >0 2.0% _ - 7.1% � � - � � / / / 6 5 // /\ I hb / ^� � 10.03' I/ IE OUT: 2546.47 8"(E) II I `�- I � `�^ � - - Q 25 50 100 150 � N I \ I Lh I � o � � ��' h /� � �� ��\ I ��� � � / 2555 � N � � / sg � � L � i�zss8i \�__-_ - OWNER: 1 1 N � M f"1 I h I h I I I � / I I I W Dt �' / - I I `„ / "� o! ti r\\�" � O J / � i MH-14,48"0 'L5� /� / � � ,�A, rn � MH 11,48"O =- I 5 ,o Jam' ^ � +00 STA: 1+13.16, -5.00'L - 1I I� 3 lil b' � � � s 2+00 ,Lc�S I I 2 h � � / / � STA:4+11.48, -18.23'L o �' \ .(� �, � ,o S I =� �, I III 7 6 I I W I I ti hM �- -__ - J � � / / /�J / � I � RIM:2552.59oo �'Lc�53 13-�' / �� 0 / N /I I RIM: 2557.11 I III � PHASE 2 $ / � N \\\ `- ��\ / �i / � - �/ // � 1\ � I IE IN:2547.37 8"(W) ✓ - / 3"� �� v � I I IE IN: 2545.88 8�(W)) � �� _ _ IE OUT: 2547.27 8"(NE) - _ / � a _ I III I _ GRADE I MH-17,48"0 I I I \\\ - �� ' �i� � - �� o I � � � � � � � � - ,� SS � � -�`rS I , �_ � IE OUT: 2544.29 27" ($)- _ _ �H GC FUTURE CONSTRUCTION - - srA: 1o+54.70, -s.00'L \ - - � l � �� 0 6 / I III BREAK � � % ' 7 � �' 1g. (2555)- - ��� I I I � (� O J�'l,' \ D C V � L � P M E N T I I � I RIM: 2554.13 I � � � - 53,E MH-16,48"0 l � � �(I I I I I o � o I ?5S4 o IE IN:2550.29 8"(W) agppROXIMATE EXISTING SEWER � STA: 6+77.60, -10.25'L� �� I I I I II 111 I N s + _ j - IE IN:2550.29 8"(S)J TRUNK SHED BOUNDARY RIM: 2553.68 (2555) � I III � EX. SSMH - � N � `� N o o IE IN:2548.68 8" W °° ,o AkpO II I I � Y Rim 2556.98' I I � ® IE IN:2550.29 8"(N) N � STA 8+19.97, 7.02'LT. �\ ( ) . ,, l � �� ASS I I I � I III �� 27"PVC(N)2544.30' I I ® IE OUT: 2550.19 8"(E) o / \ � IE OUT: 2548.57 8"(E) j I III �� 2553 � o � � _ _ � -O.a � ' 2 S; I I I��y �? � I 24"PVC(E)2544 54' �,«„ _��- III -,- -r. 0.7� (2551) B - - - . . - - - - - - - - - - - - ,� 5+00�- SS �� �6 / �o I ��� I NOTES: - 0.4% - - - PI: 3+23.83 �_N 6+00 _ v .. � �ti � � I III 14+44 14+00� 13+00 12+ �5��` s v S �_ __ -o �^' � � I� '� \ '�'� J 1. This drawing is considered preliminary unless IIII � 11+00 \ 0 10+00 rn 9+00- SS 8+00- JJ - 7+00 �•�� - o � � . -1 f � I � � "I'� affixed with a municipal approval or III � N . ,, �� �- N i r � � I I � I � � accompanied by a separate approval document. I L + o � _ I s N o � f �S, - � � °: � N_ - � I ^ 2. All sanitary sewer improvements shall conform III S �° � y- - - - � / I � � - � `" II IIII o � -I I r-- MH-18,48"0 a - � a � � - N �-.� � , I I I with the standards and specifications of the � STA: 11+47.78, -5.00'L � o � � I �' ,"'n `�� ^'�N� 25 � ' o �e N i �1 J o f � I h � � 54 � -( -{� I I � I City of Meridian. I IIII I SE ENGINEERING N � N I �1 RIM: 2554.30 13 I ?554 �1 I o 1 �1 I " � I� � 5 � is J4 � �� �� I � I_ � I >Yc 3. All culinary water improvements shall conform GRADE � I IE OUT: 2550.85 8"(E) `" N �i L -' y � I IIII NOTES ��5 I BREAK ��559-3-t �FG:-2554-3� J-p III Y �' ' � �� I I I I � I � g 2.0% � �25' LANDSCAPE BUFFER " � I I, .. I � I � g with the standards and specifications of the I I i r I � 5 I 4 � ss I I 17 �� I I /i��� I s �, I C I ^,.� City of Meridian. I II 2554 I I I GRADE - v i �� � o � 12 11FRADE -'I O 9 � I I III � `� I �av 4. All improvements in the public right of way I IIII e �Ss� �;j � �1 I v� � � BREAK � I �55 - L - J��/ - _ I I LANDSCAPE BUFFER II � I I I N = shall conform with the standards and I I � 2553 I I 25g I I /1 T � �`"'� �� _ I I I � s ecifications of the Ada Count Hi hwa I II I s � I _ � \ 4_ - I I � I � I �� II r P ( ) Y g Y I I J I � �I � � � � � � � III I I k District ACHD and the Idaho Standards For 1 � � � Il y Public Works Construction-ACHD Su lenient � I I 1SS, 2552 0 N I 2553` �� M 1 � ae � _ - � 1 N I � _ _ � I � �I I l I I I PP � - - - - - - - I- - - I M "� II I �+ - - � II _ � _ ,� (ISPWC-ACHD). o ® u, 2552 L � I I- -' - _�- 255q I I , ,�_ _ _ = - - = � � � i I � I r 5. All private improvements shall conform to Idaho L � � \ - - 7- _- _ - - I \ \ I I Standards For Public Works Construction I I / o' l v (ISPWC) standards and specifications. III � I � / � � � � � � � � � � � � � � I " • ''III ` � , I I� I 6. Contractor to field locate and verify the III � // \ � '•• I\\ � I I I I� horizontal and vertical location of all utilities prior to beginning work. 2565 � 2565 .� N � 00 N � v � v N APPROX. SEWER ri in 3 in 3 n >�, 2560 � N MH-17 � N u�i M TRUNKSHED BOUNDARY � N _ � N - CO 0O �' � 2560 'V' m STA 10+54.70, -5.00'LT. m tm7 m � STA 8+19.97 m � 00 � � °O N N � � � � MH-18 RIM: 2554.13-� � m l7 0� � co �rn ,^� � li �.No"' v m STA 11+47.78, -5.00'LT. IE IN: 2550.29 8" (W) � ^ ° � N � N � N m � ,�� N � RIM: 2554.30 IE IN: 2550.29 8" (S) � � N N � � + N N � � N N N N IE OUT:2550.85 8" (E) IE IN: 2550.29 8" (N) � a Z o � a Z o = � � ? o 2555 IE OUT: 2550.19 8" (E) � N � w w � ,�„ � w w � " � "-' -" 2.00% 2555 - - - - ,43% -0.70% - - - - 0.50% _ - - -0.51% - - - MH-11 - 0.47% STA 1+13.16, -5.00'LT. - - - - - RIM: 2557.11 IE IN:2544.29 27" (N) 2550 2550 - -- - - - - -- - - - - IEIN: 2545.888" (W) 93.08 LF of 8"SDR END OF ROADWAY 35 SS C�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 C�0.40% 35 SS C�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 F,yG� F F O F� 14176 �N�5/18/26�0 � eu 'z,9R0 R ,\ OJ�� B b v 0 �. Blueberry Hills SubdivisiOri 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 May 18, 2026 .. .. SHEET NUMBER: a 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 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 DRIVE TO PROPOSED ASPHALT DRIVE a A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS 10_' REAR SETBACK REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CTHA GC CONSTRUCTION. DEVELOPMENT 1 IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY ALLWEST _ TESTING Et ENGINEERING ON JUNE 4, 2025, PROJECT NUMBER 524-689G. Z 0 EX GRAVE �IVE Q MATERIAL SPECIFICATIONS: SITE LOCATION TOWE X.— ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF 0 R2H.00 ISPWC,SECTION 810 CLASS III PLANT MIX. MATERIALS — — — — V SHALL BE PLACED IN ACCORDANCE WITH ISPWC LU w STANDARD SPECIFICATIONS FOR HIGHWAY NOTES: p N CONSTRUCTION. LU 1. This drawing is considered preliminary unless 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 — — — — — — 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 VICINITY MAP - MERIDIAN, ID shall conform with the standards and CLOSED VISION FENCE SCALE: 1"=500' specifications of the Ada County Highway District (ACHD) and the Idaho Standards For Public Works Construction-ACHD Supplement 4 (ISPWC-ACHD). 5. All private improvements shall conform to Idaho 5 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. 0.00 J ASPHALT J a DRIVE a 20.00' OPEN VISION FENCE 2.37 LANDSCAPE 10.00' 10.00' BUFFER A' 2.00% 2.00%—� \/ PAVEMENT SECTION, PER PROJECT \ GEOTECHNICAL REPORT\ /\ I GARAGE) _ — _ _ — — NOTE: 20' FRONT SETBACK 1. LOT 4 MAY TAKE DRIVEWAY ACCESS FROM W. _ BELLTOWER DRIVE OR COMMON DRIVE. 7 LIVING AREA) e 15' FRONT SETBACK ° a d e Q ° ° G d e COMMON DRIVE B-B' SECTION ° d° e / d d W ° 4 ° d ° O7.37' 27.37' ° e DR — wgELLTCWE= — LANDSCAPE BUFFER 10.00' 10.00' — ° — ° _ ° ea s' PAVEMENT SECTION, PER PROJECT ZZ /\ GEOTECHNICAL REPORT ONAL F NOTE: F� d L 1. LOT 4 MAY TAKE DRIVEWAY ACCESS FROM W. 44 ° BELLTOWER DRIVE OR COMMON DRIVE. 14176 (P�5/18/26�044/ 3 �G9TF OF -o qR0 R . A 0 - - - Blueberry Hills W Subdivision Common Drive Exhibit Q I I 8 O 30'INGRESS 8 EGRESS Et 6 PROJECT: PROJECT# W 1�UTILITY EASEMENT INST NO. OWNER DEVELOPMENT,MILE DEVEL 110093891 Et INST NO. 94083262 P 0. BOX 190804 C1 LL C DRAWN BY: CLS BOISE, ID 83719 REVIEWED BY: ERB (208)908-6763 REVISIONS: CONTACT: LYNN CARRILLO No. DATE REMARKS v - - - - - - - - - - - - - - - - - - _ _ �Oo R 10'REAR SETBACK SURVEYOR: IDAHO SURVEY GROUP, LLC EX.GRAVE IVE al y w' 9939 W. EMERALD ST. v BOISE, IDAHO 83704 0 of (208)846-8570 F. CONTACT: LAWRENCE KOERNER, PLS CIVIL/SITE ENGINEER: DATE' May 18, 2026 A ACCESS EASEMENT DETAIL SCALE: 1"=40' EDM PARTNERSSHEET NUMBER: PO BOX 6925 BOISE, ID 83707 (208)891-9968 AW CONTACT:TED BURKE, PE EXH �l 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 PHASE LEGEND (801) 305-4670 wvvw.edmpartners.com — \ I L-0 LIMITED OFFICE DISTRICT I \ I PHASE 1 4 BUILDABLE COMMERCIAL LOTS . Ii 2 COMMON LOTS O O O a R-4 MEDIUM-LOW DENSITY RESIDENTIAL DISTRICT 15 SFR LOTS SCALE: 1" = 60' � O4 O3 I I 9 COMMON LOTS 0 30 60 120 180 R-4 MEDIUM-LOW DENSITY RESIDENTIAL DISTRICT : I PHASE 2 1 COMMON LOTS 5 1 I 3 LU ® I i 1 I BLOCK 5 - - - o f 3 a I I I I �� =TH GE -1 F — 2 0 \\y 6 I 5 4 I B LO C K I I 1 I I _ - - - - DEVEL PMENT — w I I I W BELLTOWER DR — — IZE BLOCK 4 w I / / LU 2 I I o W 0 NOTES: BELLTOWER DR. I 8 7 6 I I 3 I I I I �- 3 �n V - r I 1. This drawing is considered preliminary unless 7 I I // affixed with a municipal approval or PHASE 2 I I— I / accompanied by a separate approval document. L — — J — J I I 1 �K 2 I I I I 2. All sanitary sewer improvements shall conform r with the standards and specifications of the City of Meridian. W BELLTOWER DR. _ J 3. All culinary water improvements shall conform O p — with the standards and specifications of the p 1 I I City of Meridian. L4. All improvements in the public right of way PHASE 1 I I I I Z shall conform with the standards and r I I specifications of the Ada County Highway BLOCK 3 5 I 4 r — — — 13 i I District (ACHD) and the Idaho Standards For I BLOCK 2 I I I 6 I I I II I Public Works Construction-ACHD Supplement 5 I I 4 11 3 I 2 I I 12 I 11 I I 10 I 9 I I 8 I 7 I I I I II (ISPWC-ACHD). I 5. All private improvements shall conform to Idaho I I Standards For Public Works Construction 1 I I I I I I I I (ISPWC) standards and specifications. 6. Contractor to field locate and verify the L horizontal and vertical location of all utilities I prior to beginning work. Ir I I I I I I � I I I I I 0NAL O F7, 14176 N�5/18/26�0 44/ OF a G�RO R •\ 6J�� a Blueberry Hills N W Subdivision Phasing Plan Q / r. PROJECT: PROJECT# w DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: x No. DATE REMARKS s~ v a U .0 O Cr k DATE: Q May 18, 2026 Y SHEET NUMBER: EXH �2 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 DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 SURVEY 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 I — (IDAHO WEST)AND / VERTICAL NAVD88 DATUM. � I\1 DRAWBRIDGE SUBDIVISION I I UNPLATTED I I 6 O O 3 II SCALE: 1" = 60' .�� BRID ISION N R — � � � � � SUBDIVISION N0. 2 ZONING _ _ _ 25.00' 25.00' T7 I LANDSCAPE BUFFER I 1 0 30 60 120 180 5 RESIDENTIAL(R-4) 1 — LANDSCAPE BUFFER I r 1 I I I 25,898 SF 8,613 SF I 3 DEVELOPER: 9,122 SF I 1 2 w - - o f 3 1 110,198 SF I I I R J BLOCK 5 Z � 1 0 �, J 14,432 2 0 6 5 4 oZ oo BLOCKI I- - - - I 1315 2,020 SF 38 S 11,846 SF 11,694 S N w ^' � I I �H GC W BELLTOWER DR DEVELOPMENT I� BLOCK 4LU 8 ILL!7 6 2 UNPLATTED I o W BELLTOWER DR. I __ ___ --- --_ 0 3 N 9,148 SF 5,773 SF 11,118 SF 11,118 SF 8,595 SF NOTES: UNPLATTED RI 7 1 I �� O 1 3,756 SF �K 2 1 i I // 1. This drawing is considered preliminary unless 1,950 SF 1 I affixed with a municipal approval or _ I o accompanied by a separate approval document. 7 7 _ 1 q,714 SF I 1 2. All sanitary sewer improvements shall conform _ W BELLTOWER DR. _ — I 1 I J I with the standards and specifications of the 0 0 — — — 0 25.00 I ::E City of Meridian. O af 4, I LANDSCAPE 4UFFER Z 3. All culinary water improvements shall conform v Z a Z U_ 1— — — — 1 I-_ I with the standards and specifications of the o Z o o z 1 City of Meridian. N LU Ln 2 1 4. All improvements in the public right of way BLOCK 3 12 456 SF w r I I II I 1 BRIDGETOWER shall conform with the standards and BLOCK 2 6 J 1 I SUBDIVISION NO. 2 5 8 7 11 3 2 13 12 11 10 9 10,225 SF 1 I I specifications of the Ada County Highway 4 I ,106 SF I I District (ACHD) and the Idaho Standards For I 1 9,691 SF 9,698 SF 9,674 SF 8,620 SF 9 46 F 8,883 SF 8,677 SF 8,801 SF 8,924 SF 349 SF 25.00' � Public Works Construction-ACHD Supplement(ISPWC-ACHD). LANDSCAPE BUFFER 5, 8 SF 1 1 1 ZONING I 1 1 I I 5. All private improvements shall conform to Idaho 2 069 ESIDENTIAL(R-4) I 1 1 I Standards For Public Works Construction (ISPWC) standards and specifications. _ 1 6. Contractor to field locate and verify the 0 0 0 0 0 0 o I W. DOC LANE (PRIVATE) " o 0 0 0 1 horizontal and vertical location of all utilities • ; .:UNPLATTED � � I prior to beginning work. I I 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) 0 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' 0 COLLECTOR 25' SITE LOCATION L TOWE ALLEY 5' REAR 0' O ccf SIDE INTERIOR 5' SIDE 10' w J ZZ F REAR 15' ADA Uj LANDSCAPE BUFFER: LANDSCAPE BUFFER: CO. ADA I-L Z COLLECTOR 20' RESIDENTIAL 20' Co. _ ARTERIAL 25' ONAL F ENTRYWAY CORRIDOR 35' N(; DA CO. R-4 INTERSTATE 50' MAX. BLDG. HEIGHT 35' A -L MAX.BLDG.HEIGHT 35' 14176 STREET FRONTAGE 60' �p(P/18/2 0 44/ \ TOTAL LOTS: 36 `z TF OF RESIDENTIAL BUILDABLE LOTS 20 �RQ R . COMMERCIAL LOTS 4 x VICINITY MAP - MERIDIAN, ID COMMON LOTS 12 w SCALE: 1"=500' TOTAL RESIDENTIAL (R 4) GROSS ACREAGE: 1.22 ACRES Blueberry Hills TOTAL COMMON LOT ACREAGE: .24 ACRES N TOTAL BUILDABLE LOT ACREAGE: 4.53 ACRES cn RIGHT-OF-WAY ACREAGE: 1.45 ACRES x 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: 1.65 ACRES Q TOTAL COMMON LOT ACREAGE: 0.04 ACRES v TOTAL BUILDABLE LOT ACREAGE: 1.33 ACRES RIGHT-OF-WAY ACREAGE: 0.28 ACRES PROJECT: PROJECT# AVERAGE BUILDABLE LOT SIZE: 0.33 ACRES w TOTAL BUILDABLE LOTS: 4 LOTS DRAWN BY: CLS REVIEWED BY: ERB REVISIONS: x No. DATE REMARKS s~ v a U .0 O Cr k DATE: Q May 18, 2026 U Y SHEET NUMBER: a Q EXH 3 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 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 o 0 o District (ACHD) and the Idaho Standards For Public Works Construction-ACHD Supplement (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 I 2 I I Standards For Public Works Construction Z POTENTIAL FUTURE — — I 3 I 110,198 SF I I (ISPWC) standards and specifications. BLOCK 5 Z DEVELOPMENT PLAN � (BY OTHERS) 14 432 I I 1 \\ 6. Contractor to field locate and verify the 2 p 4 � BLOCK I I I— — — — I 13� _ _ - - horizontal and vertical location of all utilities O 6 5 I prior to beginning work. 11,694 SF 2,020 SF w FUTURE RIGHT OF WAY 38 S 11,846 SF I - I BELLTOWER-DR I� BLOCK 4 � (POTENTIAL) — — —I— -__ ~ POTENTIAL FUTURE �� W � _ _ $ 7 6 w 2 DEVELOPMENT YOTHERS LAN I o W BELLTOWER DR. 5,773 SF 11,118 SF 11,118 SF 3 N 9,148 SF UNPLATTED ( ) 8,595 SF (CURRENTLY) I 7 I // f I 3,756 SF K 2 FUTURE ROAD 1 I I 1,950 SF CENTERLINE (POTENTIAL) 1 , f4 SF s W BELLTOWER DR. I I I J _ BLUEBERRY HEIGHTS SUBDIVISION o 0 (PROPOSED) o UJI Z I BRIDGETOWER SUBDIVISION NO. 2 BLOCK 5 4 BLOCK 3 2 12,426 SF ,471 S 7 6 5 4 3 2 13 12 11 10 9 8 10,225 SF 11,106 SF 9,691 SF 9,698 SF 9,674 SF 8,620 SF 1 46 F 8,883 SF 8,677 SF 8,801 SF 8,924 SF 9,349 SF I I I 1 ,518 SF I I I I II I I 2 069 UNPLATTED W -n0r1 Aft€ /PRIVATE\- - _�� -------- --- BLUEBERRY HEIGHTS MAP - MERIDIAN, ID SCALE: 1"=60' I F W McMILLAN RD ONAL VOLTERRA HEIGHTS SUBDIVISION NO.4 LU 14176 NP5/18/26�0 44/ oW. LESINA ST W VOLTERRA HEIGHTS SUBDIVISION I w R� R . NO.3 VOLTERRA SOUTH COMMERCIAL F c Z VOLTERRA HEIGHTS SUBDIVISION SUBDIVISION Z 5 FUTURE ROAD W PIAZZA DR CONNECTION FUTURE ROAD POTENTIAL FUTURE Blueberry Hills cn QUARTET NORTHEAST N. GIRASOLO AVE DEVELOPMENT PLAN SUBDIVISION NO.2 (POTENTIAL) CENTERLINE BY OTHERS — (POTENTIAL) ( ) W. GRAND RAPIDS DR - w Subdivision ao a POTENTIAL FUTURE W_ wo Future Development A DEVELOPMENT PLAN UNP TIED _ Alternatives i UNPLATTED (BY OTHERS) (CU RENTLY) RAWBRIDG SUBDIVI ION BRIDGETOWER SUBDIVISION Z PROJECT: PROJECT# DRAWN BY: CLS W / NO 2 SITE LOCATION L TOWE POTENTIAL FUTUR REVIEWED BY: ERB E N DEVELOPMENT PLAN I— e - W BELLTOWER DR - W REVISIONS: co FUTURE ROAD CENTERLINE (BY OTHERS) r , _ NO. DATE REMARKS (POTENTIAL) H BLUEBERRY HEIGHTS SUBDIVISION I i I I BRIDGETOWER PROPOSED SUBDIVISION NO. 2 .v (PROPOSED) I j I N CECINA PL o -�----- -_---------- - - UNPLATTED -- - - - � UNPLATTED k a. DATE: STORAGE FACILITY A i May 18, 2026 (PROPOSED, FUTURE) VICINITY MAP - MERIDIAN, ID SHEET NUMBER: C. SCALE: 1"=500' A SUBDIVISION MAP MERIDIAN, ID EXH 4 SCALE: 1"=200' 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 DM Ali Parcel Number SO434142125 Partners 4315 N Ten Mile Road, Meridian, ID 83646 91 I � I 2815 E 3300 S, Salt Lake City, UT 84109 (801) 305-4670 wvvw.edmpartners.com I � � I I / IIN, DRAWBRIDGE SUBDIVISION I I O O a • UNPLATTED \ 6 O O O II I 7, — — — — 'II SCALE: 1" = 60' BRIDGETOWER — — J— — — — SUBDIVISION NO. 2 0 30 60 120 180 1 I 3 DEVELOPER: ---- — — 125 PROPOSED 20'ASPHALT I 2 W Q Z COMMON DRff Z o f 3 I I I I I 11 V 0 J Y PROPOSED SOLID FENCE v I I I W \\\ o W 4 — ! PROPOSEDOPEN-VISION FE E 6 BLOCKI o Z z 0 NC �HAC53GE -� 2 -----'� 2 2 5 N o ( W W BELLTOWER DR DEVELOPMENTUj Uj - - BLOCK 4 W W / — \ $ 7 6 3 — UNPLATTED I / � 3 �, ! I r -- -� - - - NOTES: FUTURE PHASE 7 UNPLATTED PROPOSED WATER, O - � � r I � I I /�� O 1. This drawing is considered preliminary unless 1 PROPOSED WATER �K 2 I I affixed with a municipal approval or _ I o accompanied by a separate approval document. W J. \ _ I ILLI BE D2. All sanitary sewer improvements shall conform /� I I with the standards and specifications of the ss ss — — 0 10 SS 0 I I I i City of Meridian. — I I LU I 3. All culinary water improvements shall conform with the standards and specifications of the _ --- --- Z I City of Meridian. ------ BLOCK J \ PROPOSED SEWER, PROPOSED TRAFFICTYP. PROPOSED SEWER 5 5 4 4 — —— — I 4. All improvements in the public right of way 13 CALMING ( ) \ \ I I BRIDGETOWER shall conform with the standards and FUTURE PHASE \ BLOCK 2 6 I I I I SUBDIVISION N0. 2 I I I specifications of the Ada County Highway PROPOSED PRIVATE 3 2 12 11 10 9 $ I I I I District (ACHD) and the Idaho Standards For STORMWATER SYSTEM I I I Public Works Construction-ACHD Supplement (TYP.), SEE DETAIL I I I . 5. All private imp Lrovements shall conform to Idaho 0 0\ — — L Standards For Public Works Construction I I I I I I I I I I — II (ISPWC) standards and specifications. I 6. Contractor to field locate and verify the W. DOC LANE (PRIVATE) o o� o o \ I horizontal and vertical location of all utilities I UNPLATTED L I prior to beginning work. I I � � 0 PRELIMINARY ENGINEERING NOTES 1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. 8" WATER MAINS WILL BE INSTALLED THROUGHOUT THE SUBDIVISION W McMILLAN RD CONNECTING TO THE EXISTING 8"WATER MAIN ON N. TEN MILE RD. 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY WILL BE SERVED BY AN EXTENSION TO THE EXISTING 8" SEWER TRUNK ON N. TEN MILE RD. 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 W a CITY OF MERIDIAN SPECIFICATIONS. 0 8. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE STANDARD MERIDIAN CONSTRUCTION NOTES: WATER, DRAINAGE, SEWER, AND PRESSURE IRRIGATION. Z 9. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN. 0 10. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT. SITE LOCATION O L TOWE 11. REFER TO PP-3 FOR STREET SECTIONS. W 12. GRADING AND EARTHWORK IS NOT INCLUDED OR SHOWN ON THESE PLANS. 13. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET W LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE ONAL F Z 14. 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. 15. UNLESS OTHERWISE DIMENSIONED, ALL INTERIOR LOT LINES CONTAIN A 5.00-FT WIDE EASEMENT ON EITHER SIDE FOR PUBLIC UTILITIES, 14176 HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. (P 5/18/26�0 44/ a �Rp OF R a p VICINITY MAP - MERIDIAN, ID SCALE: 1"=500' Blueberry Hills 0 U W Subdivision Concept Plan Q OWNER r P o MILE 1D 80VELOPMENT, LLC PROJECT: PROJECT# w BOISE, ID 83719 DRAWN BY: CLS (208) 908-6763 REVIEWED BY: ERB CONTACT: LYNN CARRILLO REVISIONS: x No. DATE REMARKS SURVEYOR: IDAHO SURVEY GROUP, LLC 9939 W. EMERALD ST. BOISE, IDAHO 83704 o (208) 846-8570 CONTACT: LAWRENCE KOERNER, PLS k Q CIVIL/SITE ENGINEER: DATE• May 18, 2026 EDM PARTNERS PO BOX 6925 SHEET NUMBER: BOISE, ID 83707 Q (208) 891-9968 w CONTACT: TED BURKE, PE EXH � 5 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 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 wvvw.edmpartners.com _ I v SCALE: 1" = 60' 2 �I N I , 0 30 60 120 180 !aacl . -70!.00'U 5 3 LU 2ALL WEATHER GRAVEL FIRE TURNAROUND, 3 , P J I ROAD EXTENSION Q III te r�•��� Nrn lI II h ® DEVEL OP E HA G E U 1 � — _ =BLOCK 5 TO BE RELEASED 2 � 6 5 I I DEVELOPMENT O © EX. 12"DISTRIBUTION W BLOCK 4 20.00'TEMPORARY FIRE WATER MAIN _ - I W ACCESS EASEMENT,TO BE $ 7 6 2 RELEASED UPON EXTENSION W BELLTOWER DR.' NOTES: OF SWEET MELODY LANE I I I I i —� I I EX. 16"TRANSMISSION_ = 1. This drawing is considered preliminary unless PHASE 2 zo oo• 7 I I � � / I WATER MAIN affixed with a municipal approval or I FUTURE CONSTRUCTION r PROPOSED HYDRANT — , I— — I �° ` accompanied by a separate approval document. L — J 1 o© �( 2 2. All sanitary sewer improvements shall conform J o 1 m PROPOSED HYDRANT I I I I with the standards and specifications of the A I I II I N — City of Meridian. W BELLTOWER DR. _ -26.00'TEMPORARY FIRE I I I 3. All culinary water improvements shall conform o _ — _ _ -ACCESS EASEMENT,To I I N I I with the standards and specifications of the -BE RELEASED N a -ROAD EXTENSION UPON I I I City of Meridian. 0 I — I _ I I I 4. All improvements in the public right of way — — — I I I �, shall conform with the standards and RZBoo,r < < I I I I J j I I " specifications of the Ada County Highway BLOCK 3 5 4 13 I I I I I District (ACHD) and the Idaho Standards For a I I L BLOCK 2 I I 6 I 1 0 I I I I ■ Public Works Construction-ACHD Supplement 5 I I 4 11 3 II 2 I I 12 I 11 I I 10 I 9 I I 8 I I I F/ I I II �I (ISPWC-ACHD). I I 5. All private improvements shall conform to Idaho 3 I I I I Standards For Public Works Construction 1 I I I I a I I (ISPWC) standards and specifications. J I I I I I I I I II I 6. Contractor to field locate and verify the I — I I I I I N horizontal and vertical location of all utilities — — I — I— -J I J I I v prior to beginning work. L I P N I I I � I N (M) I 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. 0 N A L F 13. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN 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. (P 5/18/26�0 44/ c� y�F O F �JQ- 0 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 REVISIONS:5.00' 2.00' 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: May 18, 2026 STANDARD DRAWING SD-702 SHEET NUMBER: Q TYPICAL ROAD SECTIONE__j X w A