HomeMy WebLinkAboutPre-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
I
2815 E 3300 S, Salt Lake City, UT 84109
(801) 305-4670 wvvw.edmpartners.com
I
DRAWBRIDGE SUBDIVISION
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UNPLATTED $ O O O O II I •
2 1I
II SCALE: 1" = 60'
BRIDGETOWER
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— — — — — — — — — — — — — — SUBDIVISION NO. 2
.11 I 0 30 60 120 180
4 1 3
I DEVELOPER:
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N 2 o o W BELLTOWER DR
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DEVELOPMENT
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I� BLOCK 5 5 _
2 w W BELLTOWER DR. I I =_- ___ ___
6 5 3 2 UNPLATTED
A.
UNPLATTED I //
NOTES:
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1. This drawing is considered preliminary unless
3 I 1 BLOCK 2 I affixed with a municipal approval or
2 I o accompanied by a separate approval document.
_ _ 1
w I 2. All sanitary sewer improvements shall conform
— —W BELLTOWER DR.— with the standards and specifications of the
V I City of Meridian.
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0 U I I I? 3. All culinary water improvements shall conform
' Z a Z U- I I with the standards and specifications of the
0 Z o o I Z I City of Meridian.
2 I 4. All improvements in the public right of way
BLOCK 4 I I BRIDGETOWER shall conform with the standards and
BLOCK 3 2 I I SUBDIVISION NO. 2
3 specifications of the Ada County Highway
5 4 3 2 I 9 8 7 6 5 4 Q I I I District (ACHD) and the Idaho Standards For
3 I Public Works Construction-ACHD Supplement
1 >- I I (ISPWC-ACHD).
1 O I I I 5. All private improvements shall conform to Idaho
�ILL! Standards For Public Works Construction
(ISPWC) standards and specifications.
_ _ I 6. Contractor to field locate and verify the
W. DOC LANE (PRIVATE) o� I horizontal and vertical location of all utilities
UNPLATTED I I prior to beginning work.
I I �
SHEET INDEX
UTILITY REPRESENTATIVE ACRONYM PHONE NUMBER PRELIMINARY PLAT DATA: WMcMILLANRD PP-1 COVER
EXISTING ZONING: PP-2 EXISTING CONDITIONS & DEMOLITION
GAS INTERMOUNTAIN GAS IMG (208)377-6839 RUT o PP-3 PLAT LAYOUT
PROPOSED ZONING:
ELECTRICITY IDAHO POWER IPCO (208)388-6320 R-4&L-0 PP-4 PRELIMINARY ENGINEERING
SITE DATA: PP—rJ SEWER PLAN & PROFILE
TELEPHONE CENTURYLINK C-LINK (208)385-2144 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):
MIN.PROPERTY SIZE 2,000 SF MIN.PROPERTY SIZE N/A
WATER MERIDIAN PUBLIC WORKS MPW (208)887-1297 0.04ACRES
SETBACKS: SETBACKS:
ROADS ADA COUNTY HIGHWAY DISTRICT ACHD (208)454-8135 STREET(TO GARAGE►: STREET LANDSCAPE BUFFER:
LOCAL 20' LOCAL 10' w
COLLECTOR 25' COLLECTOR 20' a
IRRIGATION SETTLERS IRRIGATION DISTRICT SID (208)344-2471 ALLEY 5' ARTERIAL 25'
STREET(TO LIVING AREA): SETBACK:
FIRE MERIDIAN FIRE DEPARTMENT MFD (208)888-1234 LOCAL 15' FRONT 0'
COLLECTOR 20' REAR 0' Z
ALLEY 5' SIDE (PROPOSED) 10' Q
SIDE (FROM EX. L TOWE
SIDE INTERIOR 5' REPURPOSED HOME) 5' SITE LOCATION
o �
REAR 10' Ld
LANDSCAPE BUFFER: LANDSCAPE BUFFER: Z pNAI F
g COLLECTOR 20' RESIDENTIAL 20'
ARTERIAL 25' RESIDENTIAL(FROM EX. Z F F�
ENTRYWAY CORRIDOR 35' REPURPOSED HOME) 10'
x INTERSTATE 50' 14176
MAX.BLDG.HEIGHT 35' MAX. BLDG. HEIGHT 35' (P� 10/9/25�044/
STREET FRONTAGE 60' yR F OF
O R •
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TOTAL LOTS: 32
RESIDENTIAL BUILDABLE LOTS 20
COMMERCIAL LOTS 3
COMMON LOTS 9 VICINITY MAP - MERIDIAN, ID OWNER
q SCALE: 1"=500' 10 MILE DEVELOPMENT, LLC Blueberry Hills
v TOTAL RESIDENTIAL GROSS ACREAGE: 7.22 ACRES
-U TOTAL COMMON LOT ACREAGE: 1.09 ACRES P.O. BOX 190804
TOTAL BUILDABLE LOT ACREAGE: 4.55 ACRES BOISE, ID 83719 Subdivision
W RIGHT-OF-WAY ACREAGE: 1.58 ACRES
R AVERAGE BUILDABLE LOT SIZE: 0.23 ACRES CONTACT:6 YNN CARRILLO
o TOTAL BUILDABLE LOTS 20 LOTS Preliminary Plat
DWELLING UNITS PER GROSS ACRE: 2.77 DU/ACRE
x TOTAL LIMITED OFFICE GROSS ACREAGE: 1.64 ACRES ARCHITECT: Cover
v TOTAL COMMON LOT ACREAGE: 0.25ACRES STUDIO H ARCHITECTURE PROJECT: PROJECT#
TOTAL BUILDABLE LOT ACREAGE: 1.02 ACRES 1335 N MAIN ST.
RIGHT-OF-WAY ACREAGE: 0.37 ACRES DRAWN BY: CLS
i AVERAGE BUILDABLE LOT SIZE: 0.34 ACRES MERIDIAN, ID 83642
o TOTAL LOTS: 5 LOTS (208) 649-8306 REVIEWED BY: ERB
CONTACT: JESSICA HEGGIE, NCARB REVISIONS:
No. DATE REMARKS
1Z SURVEYOR:
SURVEY CONTROL NOTES:
v 1. ALL SURVEY DATA IS BASED ON NAVD83 STATE PLANE (IDAHO WEST) AND IDAHO SURVEY GROUP LLC
K VERTICAL NAVD88 DATUM.
0 9939 W. EMERALD ST.
o BOISE, IDAHO 83704
a (208) 846-8570
CONTACT: LAWRENCE KOERNER, PLS
3
x DATE:
v
CIVIL/SITE ENGINEER: October 9, 2025
EDM PARTNERS SHEET NUMBER:
PO BOX 6925
U BOISE, ID 83707
CONTACT: TED BURKE, PE pp�i
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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 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 8 EGRESS 8
_ UTILITY EASEMENT INST I \ BLOCK 2 EX. WATER,TO
I / NO. 110093891 £t INST I DRAWBRIDGE SUBDIVISION BE PROTECTED I
I / NO. 94083262 O
— _ UNPLATTED I O
EX. OVERHEAD POWER, ` / 30'INGRESS Et EGRESS 8 UTILITY EX. IRR BOX
TOP BOX 2558.77' O I
TO BE REMOVED / EX. 12'WIDE ACCESS EASEMENT _ EX. GRAVEL EX. POWER SERVICE, EASEMENT INST NO. 110093891 8 INST 2 , •� (A I r� r
I/\ "PLS 4998" 1 ROAD,TO REMAIN TO BE REMOVED EX. GRAVEL ROAD, INV 18"PVC W)2554.32' — '^ I SCALE: 1 = 60
NO. 94083262, INGRESS Et EGRESS TO
_ TO BE REMOVED BE VACATED WITHIN SITE BOUNDARY I
INV 10"PVC (W)2554.56' I EX. 15"CMP \ _ INV 18"PVC (S)2554.32' I I N
_ _ �� —
INV: T T T I I—f T T1r LrL I -� aS -
IEX. 15"CMP - - - - - - �
b EX. DITCH, — — — — — — — _ EX. WALK,TO 0 30 60 120 180
EX. V, __ INV:2550.86' • EX. 12"RCP _ _ — — — — BE PROTECTED
TO REMAIN TO BE PIPED \\ \ INV: 2552.32'
zs J` �_ II I EX. SDMH DEVELOPER:
I L/ l, \ass J e• • \ — —— — \ \ ——— —%= I RIM 2557.55',
PARCEL„B„ — .r— —— " —— ——�.— — — I �I I — , �•
«NI /1s \\ EX. OUT BLDG, \ L "\ \\\ EX TREE,TO ROS NO. 9814 \ 1 DROP / ^ \ EXISTING 50'WIDE ACCESS EX. IRR BOX I H _
"' l \\ EASEMENT,TO BE VACATED TOP BOX 2558.77'
���n \ REMAIN (TYP.) 55 \=\ INV 18"PVC N 2554.32' o I ar\
«v v / TO REMAIN 4325 N.TEN MILE RD. EX.TREE,TO BE 61 / I un T L
_
REMOVED (TYP.) 1 .1�5511 1 I I 11� INV 10"PVC (W)2554.56' I I I N _ =THA G Fm
1 \ EX. OUT BLDG, EX. HOME, y / / J 1 —�`I I h ,n r� �� INV 18"PVC(S)2554.32 \I I L �{ I I I W BELLTOWER DR D E V E' l— � F1 M E N T
I / / 1 // N N h I EX. DRIVE AND WALK,TO BE IEX. DI AND EX. DITCH,j 0 BE \\ TO REMA� I TO REMAIN / / EX. WELL / / ��)� / I APRON, TO BOENREMOVED =s
PIPED AS NE SSARY \ I I �/ / \ i / REPLACED WITH DRIVE ENTRANCE 71 1
I EX. GAS SERVICE, J EX. HOUSE,TO BE /� /� / I PER ISPWC-ACHD SD-701 Shed I EX. DRAINAGE
TO BE REMOVED / DEMOLISHED ��/� \ EX.WELL,TO �VI I I / — --�
BE ABANDONED I BE . SHEDISHOED I PIPE,TO REMAIN
�� EX. SEPTIC TANK,
— — � I -_ _— NOTES:
AkfT-$LDG, � �� — -� O / / l i� EX. IRR BOX,TO REMAIN I I / 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
^ \ \ 1 Iv EX. WALK,TO I III I RIM 2556.98' affixed With a municipal approvalor
EX. CONCRETE I EX. DITCH,TO BE '� , EX. FENCE,TO REMAIN / \ \ ' \ I EX. POWER, TO EX. GRAPE I peappr a
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� � I 1 I 1( � 30"PVC (S)2543.71'
T _ BE REMOVED 24"PVC Cr- (E)2544.54' 2. All sanitary sewer improvements shall conform
EX. FENCE,TO r `�� I \ I L 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 — \ I EX. FENCE,TO BE REMOVED I N
III \ I \ r� (��11 II Z I 3. All culinary water improvements shall conform
�I111I r ( I �? with the standards and specifications of the
I IIII I >\1 I I \ 11II111 Z I ,+ City of Meridian.
III PARCEL"A" I EX. BLDG,TO BE / Jill I I ILA 4. All improvements in the public right of way
1 I \ I DEMOLISHED 11 I I � shall conform with the standards and
III ROS NO. 9814 I �—� \ �,. L I �
I III `I 4315 N.TROS MILE RD. 9.16 AC. I // /I \\ I specifications of the Ada County Highway
III \ I 1 ACHD PERMANENT • 1 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).
5. All private improvements shall conform to Idaho
II \ I EX. FENCE,TO BE REMOVED // �!isss/ EX. T� RA p ER PAD �III1IIII 1 1 1 1�1 I Standards For Public Works Construction
J . — 111� I (ISPWC) standards and specifications.
EX. FENCE,TO BE REPLACED- — — —/ / ✓ <��c N
I � � IDAHO POWER EASEMENT'— I � I 6. Contractor to field locate and verify the
III "PLS 4998" _ 11II horizontal and vertical location of all utilities
�,_ ` •1�5551: INST#2020 141311:_ r r
I it r \1 p p p —R I I i prior to beginning work.
UNPLATTED -i
i
III 1 EX. IRR BOX,
TO REMAIN \ EX. GRAVEL ROAD,TO REMAIN \ IRR BOX
i \ EX. 12"PVC PARTIALLY BURIED TOP BOX 255— — — H I IRR BOX
/ I I p TOP BOX 2556.95'
INV 10"PVC (W)2554.18' ` 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' \ \ 1 , 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.
on ONAL F
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v 14176
(P� 10/9/25 O
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Blueberry Hills
W Subdivision
Preliminary Plat
x Existing Conditions & Demolition
R PROJECT: PROJECT#
DRAWN BY: CLS
REVIEWED BY: ERB
REVISIONS:
No. DATE REMARKS
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October 9, 2025
SHEET NUMBER:
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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
(801) 305-4670 wvvw.edmpartners.com
30'INGRESS Et EGRESS 8t UTILITY / \
EASEMENT INST NO. 110093891
Ex INST NO. 94083262 / \
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'
_ INST NO. 94083262, INGRESS Et
\ - _ EGRESS EASEMENT TO BE VACATED 2
S89°08'57"E 517.38' \ 7 - - _ WITHIN SITE BOUNDARY
268.38' 101.00' \ - _ _ O _ - - - - _ - I 0 30 60 120 180
S89°08'57"E 406.89' BRIDGETOWER
- a7.00 101.00' - _ 20.02' 71.75' 71.75, 178.54' 64.83' 10 SUBDIVISION NO. 2 DEVELOPER:
i - - - - �, bo
^
�� I �I �, - - - - - - - - - _ _ _ _ _
4 N 1 3 - - - -
- - - - - - - - - - -
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N V -
31,670 SF 01 9,118 SF I 9,122 SF � w I I 3 1 b
w I _ I I 2 0 5,490 4 I _
BLOCK 6 M Q N N I N 19,861 SF � I �� �C
� �o J � � M o °° o
101.00' S89°14'S0"E 202.00' N 101.00, - I ow w -101.38'- oN Z w w - N
"' � I 3 o BLOCK I I DEVELOPMENT
101.00' w nMi O o 4 b I 23.71' 64.83'
11 694 SFin
o 3 "T 3:: N 13,170 SF I M / 4 I W BELLTOWER DR
N J C S89°14'50"E 88.53'
60CD
o� o� I z I� z BLOCK 5 M b�0 5 Z o I Z C1 S89°14'50"E 75.79'
I � o
0 0 o f En I-- I o 630 Z -
UNPLATTED _ 6 ., co v, 3
o Z ^ 2 o V LU 2 0 0`` I I q Q�• W BELLTOWER DR. I
LL' w 5 3 9 109 SF Io 0 3 9 148 SF UNPLATTED O� � I / 16�' N89°14'50"W 88.89' I NOTES:
0 11,118 SF I o LU
11,118 SF - I N N ° I I°° ��� ;* I G�G� 13 tiCS 63.89' 25.00'
N�5 of 31 - - I 1. This drawing is considered preliminary unless
Ln a,
w Z Z o I - bp° 6 J I � tit `a Ns,S 33 / I affixed with a municipal approval or
o L 101.00'- J tiF Z I� 53'20 M �b� I I �° accompanied by a separate approval document.
o -101.77'- 3 ; 3,341 SF 80.30' Ln
M
L 14.16' o $ I 1 0 �b b�1 20.34' _ _� BLOCK 2 I w 2. All sanitary sewer improvements shall conform
6 52.44' 101.00, 101.00' s1.00'1 934 SF o �� 87.69 N82°55'13"E 241.53' p , - 110.78' o
Z �� r� 1,950 SF �, N89°38'57"E 243.68'
S89°14'S0"E 349.60' 0.24' - o N82°5513E 12 340 SF I 'M^ with the standardsan specifications oft e
N89°14'46"W 81.85' N82°55'13"E 226•33 o City of Meridian.
W BELLTOWER DR. _ �� � 1 o ( ILL! 3. All culinary water improvements shall conform
with the standards and specifications of the
_ o Z J p
- S89°14'50"E 518.79' N89°38'57"E 238.16' _ C3� - 78.00'C8 �-0'IT ' ^ ,550
393.13' 125.66' g0,75' N o
I City of`" I I I w 4. All improvements in the public right of way
S89°14'50"E 349.66' 80,75' ri
90.00_ g0.00' ,� (, 62.44' 19.95_ 60.06'� 80.01' - 80.01' 25.55' I I I i cm N89°14'50"W 112.73' ,,, Z shall conform with the standards and
89.83' C O � N o
89.78' . 54.9T l H
N I I c ^ o - - N specifications of the Ada County Highway
�� 1 I I W � I N N Z 3 I I I BRIDGETOWER District (ACHD) and the Idaho Standards For
BLOCK 4 L2 Nrn
0 0 ,� BLOCK 3 3 2 3 3 Z I SUBDIVISION NO. 2 Public Works Construction ACHD Supplement
0 5 I ow 4 l 0 3 3 I 2 3 3 I I 9 I w $ I cow 7 0 l g I 5 3 I 4 0 l 10,919 SF o f 11,799 SF o o a o
(ISPWC ACHD).
9,689 SF 9,698 SF r, 9,674 SF I 8,620 SF a o W _o 0 3 3 9 196 SF o 10,038 SF �, ( 5. All private improvements shall conform to Idaho
I Ln I 8,797 SF 8,655 SF 8,774 SF o f 8,898 SF o f o o 3
Lin En 0En LnLn Standards For Public Works Construction
o o v v oN I I v v v `r o 1 > 12,098 SF o
0I
(ISPWC) standards and specifications.
Z Z o 0 0 o 6. Contractor to field locate and verifythe
J L - - - I - - 069 F Z I I o f N I I I I ,970 F w I i
- J J J - I I I I horizontal and vertical location of all utilities
47 00 - 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' 47I00'
112.47' 25.00',
N89°14'50"W 1263.69'
UNPLATTED W. DOC LANE (PRIVATE)
I
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.
11. 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
12. 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
13. 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
14. 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.
15. LOT 5, BLOCK 1 IS SUBJECT TO A BLANKET ACCESS EASEMENT AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION, OR
ASSIGNS. LOT 5 WILL ENCOMPASS A COMMON DRIVE THAT WILL PROVIDE ACCESS FROM EXISTING ELK BUGLE LN. TO PROPOSED W BELLTOWER DR.
16. 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 3 AND 4, BLOCK 6 ARE COMMON LOTS AND
SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
17. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH FINAL PLAT.
18. ALL STREETS NOT LOCATED WITHIN A COMMON LOT SHALL BE DEDICATED TO ACHD. ONAL FN%
19. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED DURING FINAL DESIGN.
X 20. PUBLIC UTILITIES LOCATED WITHIN THE SITE SHALL BE HOUSED IN A PUBLIC UTILITY EASEMENT.
14176
R 21. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS-OF-WAY CONTAIN A 10.00-FT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET N 10/9/25 0
40
LIGHTS, HOMEOWNER'S ASSOCIATION IRRIGATION AND LOT DRAINAGE r
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22. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 10.00-FT WIDE9R�R
EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE.
23. 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. Blueberry Hills
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W Subdivision
Plat Layout
x
R PROJECT: PROJECT#
DRAWN BY: CLS
REVIEWED BY: ERB
REVISIONS:
No. DATE REMARKS
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October 9, 2025
SHEET NUMBER:
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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
(801) 305-4670 wvvw.edmpartners.com
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I "
O
SCALE: 1" = 60'
0 I I
•II � I
0 30 60 120 180
I� � -- w1 �� ��
- - - - - - - - - - -
® - - C - _ �.I DEVELOPER:
Hd l I EXISTING GRAVITY IRRIGATION ;� I
p 4 I I I $ I a< I I EX. SDMHInc
PROPOSED GRAVITY IRRIGATION W - I I I I ,� I .. � � RIM 2557.555' r"^+
2 I N II �r
BLOCK 6 la I I ®
IR PROPOSED SINGLE WATER SERVICE I =THA GE
DEVELOPMENT
�- - - - } i - - -1 I 3 BLOCK 1 - - -- - _
F 0 0 OJ y I 4 I I PROPOSED WATER MAIN / III
w W BELLTOWER DR
I� BLOCK 5 I I EX. SSMH
w I - - I Rim 2556.98'
2 w I 2 I I VV BELL I UWER R.I I I 27"PVC (N)2544.30'
6 5 I I I I 30"PVC(S)2543.71' NOTES:
to \\� I 24"PVC (E)2544.54'- - -
1. This drawing is considered preliminary unless
g affixed with a municipal approval or
FIRE TURNAROUND L 6 PROPOSED SEWER MAIN
PROPOSED PRESSURE IRRIGATION I I I accompanied by a separate approval document.
I I L J � �.�� O
19 K _ BLOCK 2 I II I 2. All sanitary sewer improvements shall conform
W - -er I 2 I I II t o
with the standards and specifications of the
' - W - SS � N I � City of Meridian.
E - W W W - SS �„ I I I I J 3. All culinary water improvements shall conform
cS - -�� SS - - - - SS I N I with the standards and specifications of the
�/ PROPOSED STOP I I Z City of Meridian.
f I I I I Ir I I II I( I II II II I II
SIGN (TYP.) w 4. Ashlla improvements
hi nt hthe
s tpaunbdlaicr dright
d o f way
Gn
specifications ofthe Ada County Highway
PROPOSED TRAFFIC PROPOSED DUAL BLOCK 4 CALMING (TYP.) WATER (TYP.) 3 District (ACHD) and the Idaho Standards ForI I I 3 Public Works Construction-ACHD Supplement
5 3 I 2 g (ISPWC-ACHD).
$ 7 6 I Ln
PROPOSED PRIVATE PROPOSED Ln 5. All private improvements shall conform to Id aho
Standards For Public Works ConstructionSTORMWATER SYSTEM BED(TYP.)(TYP.), SEE DETAIL
I - PROPOSED DRAINAGE I I I I 1 �O (ISPWC) standards and specifications.
J L 0 I 0 0 INLET(TYP.) I I �, 6. Contractor to field locate and verify the
-fi I I I horizontal and vertical location of all utilities
prior to beginning work.
p p p p p p EX. GRAVEL DRIVE,TO REMAIN
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Preliminary Engineering Notes ENGINEERING NARRATIVE:
1. Domestic water service will be provided by City of Meridian. 8" water mains will be installed throughout the subdivision connecting to The project is primarily located in the White Drain Sewer Trunkshed
the existing 8" water main on N. Adkins Ave. Lots 8 Et 9 Block 3, Lots 2-5 Block 4, Lots 2-3 Block 5 and Lots 1, 2, 5, Et 6 Block 6 are located in the North Black Cat PUBLIC UTILITY EASEMENT
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 Sewer Trunkshed. There are no viable connections for this project in the Black Cat Sewer Trunkshed. Therefore, this
trunk on N. Adkins Ave. preliminary plat is requesting that the named lots be allowed to drain to the White Drain Sewer Trunkshed. DRAIN INLET To SUBSURFACE- \ BUILDER TO CONSTRUCT REAR LOT PRIVATE
p y p q g � INFILTRATION SWALE FOR LOT RUNOFF IN
3. Water and sewer line sizes and locations are preliminary and will be refined during final design. SEEPAGE BED ACCORDANCE WITH THE SUBDIVISION CC&R'S
4. All domestic water mains and sanitary sewer will be installed in accordance with the Idaho Department of Environmental Quality and To accomplish this, the gravity sewer main must be extended to the last buildable lot. This will require importing fill and F- - - AND ARCHITECTURAL DESIGN STANDARDS. NO
City of Meridian requirements. filling to a maximum of approximately 4.23-ft above existing grade in the Right-of-Way. In an effort minimize fill and RUNOFF SHALL PASS ONTO ADJACENT SLOPE.
-5. All streets not located within a common lot shall be dedicated to ACHD. elevation, the buildable lots will slope away from the back of sidewalk. This results in a house that is located below the IF HOME OWNER CHOOSES TO INSTALL A
L SUB-SURFACE STORM WATER FACILITY INSTEAD
6. Storm drainage shall be collected and routed to storm retention facilities that meet ACHD's and the City of Meridian's requirements. road grade and sewer main. of A SURFACE SWALE,THE SEEPAGE BED
The storm retention facility types, sizes, and locations will be determined during final design. MUST BE SIZED TO TREAT THE 100-YEAR
7. Gravity irrigation water has been provided by Settlers Irrigation District (SID) in compliance with Idaho Administrative Procedures Act In order to transfer sewage from the named individual lots, each home will be required to utilize a private sewer ejector RUNOFF VOLUME AND MUST BE APPROVED BY
IDAPA Section 31-3805. Secondary irrigation water source shall be provided, as required, in accordance with City of Meridian um This um will lift the sewage from the home to gravity sewer service that is terminated at the Right-of-Way line. ACHD.
( ) Y � g P q Y pump. pump g g Y g Y
specifications. Please see the detail on this sheet. This will apply only to Lots 3-5 Block 4 and Lots 5 Et 6 Block 6.
8. Construction of the following improvements will be in compliance with the Standard Meridian Construction Notes: water, drainage, _
8'S sewer, and pressure irrigation. In the event that the City determines not to grant the Out-of-Shed request, the lots named above will be restricted to 4
3 9. City of Meridian sanitary sewer and water easement locations to be determined during final design. non-buildable status, by final plat, until public sewer is made available via adjacent development. "' , - = ANAL
10. Public utilities located within the site shall be housed in a public utility easement.
w 11. Refer to PP-3 for street sections. =1 _ _
- -III-
12. Grading and earthwork is not included or shown on these plans. -III SAND WINDOW C-33 III-I I r
SAND TO EXTEND INTO
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, III 14176
Homeowner's Association irrigation and lot drainage FREE DRAINING SOILS cP 10/9/25 O
g g WIDTH PER TABLE r 40
14. Unless otherwise dimensioned, all lot lines common to the subdivision boundary and all rear lot lines contain a 10.00-ft wide 9TF OF
cT easement for public utilities, Homeowner's Association pressurized irrigation and lot drainage. INFILTRATION SWALE DETAIL (NTS) �Rp R 6J
a
on
v � �
Blueberry Hills
o o f
W 5'CONCRETE SIDEWALK Subdivision
• ' ' PreliminaryEngineering
3"ROLLED CURB
x 47.00'
PROJECT: PROJECT#
PRIVATE DRAINAGE
SYSTEM DETAIL DRAWN BY: CLS
16.50' 16.50' REVIEWED BY: ERB
REVISIONS:
5.00 2.00 2.00% 2.00% _� 2.00 5.00 No. DATE REMARKS
5 CONCRETE SIDEWALK
3" ROLLED CURB PER PER ACHD SUPPLEMENTAL
x STANDARD DRAWING SD-709 DATE:
v
ACHD SUPPLEMENTAL October 9, 2025
STANDARD DRAWING SD-702
SHEET NUMBER:
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TYPICAL ROAD SECTIONPP �4
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4 ti � MH-21,48"0 1 8< ° rn \ S6 �p �
/( hp STA: 1+75.46, 3.92'R I I /
IE OUT:525511.13 8" (S) `�Y \��SS \ \ ` rT� \ \ ` I �' 2 MH I12 48"0 I L �(2558)ill
SJ, �� \�\ M I I I 1p STA: 2+61.73, -1.97'L I I SCALE: 1" = 50'
z SS RIM: 2554.62 a I ( (2558), _ -
°b P - T� -I o I t \ I i -IE IN: 2546.57 8"(SW) J ) -
I 6.1% _ - 2.0% >0 2.0% 7.1% - - -< \ / \ / /- I b 1 / IE OUT: 2546.47 8"(E) 11 I r�I � - �W�
- - o - - / \� / /4 0 25 50 100 150
JN I I I =F ` �b��h� �P ® I vNi ENi,� I / / /� / rn �S / III Iv I \
/I I /► ti N v Ln �n U 2555'` h 4; / ,f Ss► L r?S \ ---- - OWNER:
o h (A '� \ O "/ o cry I I S87 h I SE GINEERING ^ SEE ENGINEERING N N O I h o a^ I A - -
N NOTES I N Q I I I MH 14,48"0 /� �5 / / ° S + STA: 1+13.16 5.00'L =
NOTES v o h o J 5. s MH 11,48"0 I
2 W 2 h� l I �� STA:4+11.48, -18.23 L a " \ o� 2+00 R. I I 00 -
III 6 5 RIM: 2552.59 CD
/ LgS'' \ N ' . �I I RIM: 2557.11
IE IN: 2544.29 27" .^
III MH 18,�48"0 t/1 I h \\ \\ I / / / / �� \\ I IE IN: 2547.378" (W) ✓ - / fo x00 k I N
r� I I I - / L _ -' / IE OUT: 2547.27 8"(NE) ` - - �3 �'� a I I IE IN: 2545.88 8" (W)
III STA: 13+64.19, 5.00 L MH 17,48"0 II I \ _ _ _ i - _ o �S I / IE OUT: 2544.29 27" IS)- - -
�,., RIM: 2555.30 STA: 10+54.70, -5.00'L I \ _ � qh l -� � �� w _ � ;,,��e J-
LL,L(I IE OUT. 2551.72 8"(E) RIM: 2554.13 / ��S MH 16,48"0 0� 6 \ (2555)- - I o J'� DEVELOPMENT
MH 13,48"0 I 0
IIII o > GRADE - - - - L- - s� ' L_ - Iflgl M III `o IE IN: 2550.29 8" (W)- APPROXIMATE EXISTING SEWER STA: 6+77.60, 10.25'L L ��
� s K ` b� STA: 3+24.49, -9.89'L I M I � EX. SSMH
,g�A IE IN: 2550.29 8" S N TRUNK SHED BOUNDARY RIM: 2553.68 ` (2555) I Ip1 o III y Rim 2556.98'
III L- \� L rn ( ) o o kp0 RIM: 2552.94 \ r "' 27"PVC N 2544.30'
I oo N '� 5 IE IN: 2550.29 8" (N) p p STA 8+19.97, 7.02'LT. \ IE IN: 2548.68 8" (W) �� l / �,=A _ IE IN: 2546.92 8"(SW) I I I III
I z IE OUT: 2550.19 8"(E) oo _ - N89°38'57"E 243.68' IE OUT: 2548.57 8"(E) a n� IE IN: 2546.92 8"(S) SSS- J I °I L 30"PVC(S))2543.71'
24"PVC E 2544.54'
III -ram 3.9%• (2551)� 25�555' LLTOWER DR J=�/_�_�- - - - - - - - - M - - - - - - - - 5+00 �� S� IE OUT: 2546.82 8"(NE) �\ ti�� oo 1 i O NOTES:
II D - 0.4% - - - - - - - / � I Z
PI: 3+23.83. p0
S 6+00 W_ 4 1.7% I 1. This drawing is considered preliminary unless
I I 14+44 14+00� 13+00 S 12+00 11+005 SS S _ - \ I "f'+ J affixed with a municipal approval or
I I 10+00 U-9+00 8+0o SS -�7+00- • _ \-1 I II y P PP
IIII I N = ��_ N i I I - I \ I accompanied by a separate approval document.
IIII ��ss,� - - - - _� - _ N - I s NI I L ` j -`1 I 2. All sanitary sewer improvements shall conform
GRADE N - -- - f - I N N e N 255' N - - - I I I I with the standards and specifications of the
EG: 2551.30 FG: 2554.31- �i h Ln c.n 4
I I BREAK 255 o I I I I N r I I City of Meridian.
I I I SEE EN ERING SS I 4 N o} o ti I �1S e 1i �I
/ N 1 I I I � I_ � I � 3. All culinary water improvements shall conform
IIII NOTES v SEE ENGINEERING I 255E ENGINEERING I\� I I / I I / 2 2.0% v I \ I I 11 p
IIII P 5 �� NOTES I I I 'ss I \ N I 1.7% J II y I l I City of Meridian.
NOTES I I 3 I I a with the standards and specifications of the
rI 4 M 2553 3 M 2 - - -$- GRA�D - 7 - I - 6 - I I / N I II IIII I I I 4. All improvements in the public right of way
IIII 6 ss M I BREAK �55 L -I� - - - I a \ I 3 II \ I I I shall conform with the standards and
I IIII I I I 2554 Il Y� I L� IIII I I I specifications of the Ada County Highway
it I I ass I I o I ' I I I \ o I � III I I I District (ACHD) and the Idaho Standards For
2552 7 `� 2553` � M M l N I l I I I IIII I I I Public Works Construction ACHD Supplement
- - - - - - L - - � - I ' - - - N1 ' 25 I �I I ::E - - ( ).
ISPWC-ACHD
DI
Ln 2552 �- - -54- �� _ __- - = I •• r I I I 5. All private improvements shall conform to Idaho
DI
Standards For Public Works Construction
L J N89°14'50"W 1263.69'
- c ' l (ISPWC) standards and specifications.
6. Contractor to field locate and verify the
horizontal and vertical location of all utilities
prior to beginning work.
2565 2565
Ln
Ln 10
O N Ln
Ln
u', O O J W J Z J 5 ? J 5 Cm7
m � iv N APPROX. SEWER
2560 MH 17 Eft N ,n M TRUNKSHED BOUNDARY L `" 00 N m 0O 00 - - 2560
~' MH-18 STA 10+54.70, -5.00'LT.-`v � `v Ln N o con 00 co � �' ° °' °' 00 °' v
ni m m STA 8+19.97 m � ,n N N N N
,`i; STA 13+64.19, 5.00'LT. RIM: 2554.13-� m t7 o W ,COO 06 0o" M I-, rn '6 '6 v .NO "' v
m RIM: 2555.30 IE IN: 2550.29 8" (W) ^ ° N N N m N Ln � � N .o L � N
FUTURE ROADWAY IE IN: 2550.29 8" (S) ,�; N + N M N N N N N N N
CONNECTION BY OTHERS IE IN: 2550.29 8" (N) ° < ' Z 0 v `" Z = a z z p = a z o=
IE OUT: 2550.19 8" (E) NSW New gN � ww w gNEw w 2.00%
2555 END OF ROADWAY - -
/ 555
CONSTRUCTION
3 q1% 0'`}4% 2.00% 2.pp% 0.50% 0.51% - - - 43% MH-11
- - - - - - - - 0.47% STA 1+13.16, -5.00'LT.
_ _ - - - - - RIM: 2557.11
IE IN: 2544.29 27" (N) 2550
2550 309.49 LF of 8"SDR O IN: 545. 9 8" (W)
35 SS C�0.46% IE OUT: 2544.29 27" (S)
378.42 LF of 8"SDR
35 SS 0.40% 270.93 LF of 8"SDR
35 SS C�0.44% 87.38 LF of 4 SDR 62.52 LF of 8"SDR 147.83 LF of 8"SDR 2545
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/
ER
LAOTERALSLMUSTJBE BEDDED 5' MAX.
IN 3/4" MINUS GRAVEL. 12" BETWEEN
o ENGINEERING NARRATIVE: SEWER SERVICE NOTES: BELOW & s" ABOVE, UNLESS CLEANOUT
IN ROCK, THEN 12' ABOVE AND 14176
The project is primarily located in the White Drain Sewer Trunkshed 1. LOT 20 WILL BE SUBJECT TO A DEED RESTRICTION TO SERVE AS A & BELOW PIPE. BUILDING FOUNDATION WALL FOUNDATION (P�10/9/25 0 �
Lots 8 Et 9 Block 3, Lots 2-5 Block 4, Lots 2-3 Block 5 and Lots 1, 2, 5, TEMPORARY TURNAROUND UNTIL THE CONTINUATION OF THE PUBLIC Z
C. Et 6 Block 6 are located in the North Black Cat Sewer Trunkshed. There ROAD UNLESS AN ALTERNATE TURNAROUND IS APPROVED BY MERIDIAN UNDERGROUND TRACER �rF of
are no viable connections for this project in the Black Cat Sewer FIRE DEPARTMENT. WIRE, CONTINUOUS REFER TO CS 300.17 O R �J
� P � � DETAILS 300.17
GRADE MUST SLOPE
/ Trunkshed. Therefore, this preliminary plat is requesting that the 2. LOTS 18, 19, 26, Et 27 REQUIRE AN EJECTOR PUMP PUMPING TO A
b0 named lots be allowed to drain to the White Drain Sewer Trunkshed. GRAVITY MAIN COLLECTION SYSTEM. SEE DETAILS THIS SHEET. w�J AWAY FROM PUMP
01(n b UNDERGROUND SEE SANITARY SEWER
It<. TRACER WIRE, CLEANOUT DETAIL 300.17 R •
qTo accomplish this, the gravity sewer main must be extended to the t1o'I coNTlNuous - Blueberry Hills
last buildable lot. This will require importing fill and filling to a INSTALL UTILITY o
FINISHED GRADE WARNING TAPE 2'
maximum of approximately 4.23-ft above existing grade in the TO 3' ABOVE PIPE a Subdivision
wRight-of-Way. In an effort minimize fill and elevation, the buildable POWER/ALARM
R lots will slope away from the back of sidewalk. This results in a house INSTALL UTILITY WARNING 5' MIN. BUILDING o PONDILCONNECTUJ
TAPE, 2' TO 3' ABOVE PIPE FOUNDATION Grading and Sewer
that is located below the road grade and sewer main. I
CY
APPROVED RESTRAINING CONCRETE � INSTALL TEST � Plan & Profile
x In order to transfer sewage from the named individual lots, each home TO COUPLING TEE WITH
R will be required to utilize a private sewer ejector pump. This pump SEWER 2" MIN. SLOPE j PLUG
MAIN (1/4" PER FT) o PROJECT'
3 will lift the sewage from the home to gravity sewer service that is DRAWN BY: CRS
y 18' MIN. 5' MIN. UTILITY Z CHECK VALVE
terminated at the Right-of-Way line. Please see the detail on this WARNING AND SHUTOFF - REVIEWED BY: ERB
sheet. �' VALVE -
o CHECK VALVE
REVISIONS:
PRESSURE LATERAL TO SADDLE WYE WITH
In the event that the City determines not to grant the Out-of-Shed EJECTOR PUMP TO BE CONCRETE No. DATE REMARKS
• request, the lots named above will be restricted to non-buildable
TESTED AT MANUFACTURES THRUST BLOCK
status b finalplat, until public sewer is made available via adjacent RECOMMENDATION CONNECT TO BUILDING
PSEWER WITH APPROVED
U development. SADDLE WYE W/ CONCRETE
LATERAL PIPE COUPLING
R INSTALL TEST TEE W/ PLUG
BUILDING SEWER
p REMOVE OR CUT OFF CAP
Q ENGINEERING NOTES:
1. LOTS 3-5 BLOCK 5 AND LOTS 5 Et 6 BLOCK 6 TO UTILIZE PRIVATE I EXISTING LATERAL STUB (VERIFY LOW PRESSURE GRINDER PUMP
, LOCATION PRIOR TO CONNECTION) INSTALL TEST TEE WITH COMPRESSION STATION
FITTINGS AND THREADED PLUG E-ONE OR BARNES LOW
o SEWER EJECTOR PUMPS. EJECTOR PUMPS WILL BE OWNED AND EYBUILDER CONNECT TO EXISTING 1-1/4" HDPEPRESSURE PUMP SYSTEM DATE:
41
MAINTAINED BY PRIVATE HOMEOWNER. EJECTOR PUMPS WILL LIFT NER LATERAL STUB AT COMPRESSION FITTING (INSTALL PER MANUFACTURERS October 9 2025
v SEWAGE TO A GRAVITY SEWER SERVICE LINE THAT TERMINATES AT THE RECOMMENDATIONS)
RIGHT-OF-WAY. SEE DETAIL, THIS SHEET. SHEET NUMBER:
V oaAwry er: DR-Rr:
/ CHECKED ar: SANITARY SEWER PRESSURE LINE CHECKED BY: LOW PRESSURE LATERAL STUB
REV DAZE: TO GRAVITY LINE CONNECTION pE"°°"' TO BUILDING CONNECTIONpp �5
CJ