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z OWNER OWNER OWNER'S REP
x STONEHILL CROSSING SUBDIVISION '°° '°° 2O° 6
N STONEHILL CHURCH, INC. MILLS PROPERTIES I, LLLP& CONTACT: DON SLATTERY N o ) 0 -
CONTACT:CHRIS McELWEE MILLS FAMILY REVOCABLE TRUST (208)908-4873 SCALE (FT) Q U)
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CD VICINITY MAP �� LOCATION SITUATED I N THE N E I /4 O F THE N W I /4 AND THE N 1 /2 O F THE N E I /4 1608 N MERIDIAN ROAD CONTACT: KENT MILLS dons@tpchousing.com 2
MERIDIAN, IDAHO 83642 799 W AMITY ROAD Q
w Address City&ACHD staff report z
OF SECTION 36, T.3N., R. IW., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO (208)629-7775 MERIDIAN, Q p o
2 O 2 3 Chris@stonehill.church 1 comments incl. lot layout,right-of-way • �
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PERMIT #
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SURVEY NOTES PLAT NOTES Approver
1. PER BOISE-KUNA IRRIGATION DISTRICT,THE CALKINS LATERAL HAS A STATUTORY 1. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN 7. UNLESS OTHERWISE SHOWN AND DIMENSIONED,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A 13. DEVELOPMENT DRAINAGE TO BE ADEQUATELY TREATED AND DISCHARGED TO ON-SITE FACILITIES. PROJECT MANAGER
56'-WIDE EASEMENT BEING WON EACH SIDE OF THE CENTERLINE.THE BELLE EFFECT AT THE TIME OF RE-SUBDIVISION. PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION,AND LOT DRAINAGE OVER THE 5-FEET 14. LOT 3, BLOCK 1 IS ANTICIPATED TO BE RE-SUBDIVIDED IN THE FUTURE.THIS LOT IS LOCATED
SUB LATERAL HAS A 50'-WIDE EASEMENT BEING 25'ON EACH SIDE OF THE THE 2. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE ZONING AND ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE 5-FEET ADJACENT TO ANY REAR LOT ENTIRELY WITHIN THE MERIDIAN ROAD SEWERSHED AS IDENTIFIED ON THE 2015 CITY OF MERIDIAN J. S HYU
CENTERLINE. SUBDIVISION REGULATIONS AT THE TIME OF ISSUANCE OF THE BUILDING PERMIT OR AS LINE OR SUBDIVISION BOUNDARY. SEWER PLANNING MAP(DELINEATED ON SHEET PP3).SANITARY SEWER SERVICE TO FUTURE
2. 310'RADIAL EASEMENT FOR LAYING GROUND WIRES IN A RADIAL MANNER FROM SPECIFICALLY APPROVED AND/OR REQUIRED. 8. ADDITIONAL RIGHT-OF-WAY DEDICATION SHOWN AT INTERSECTION OF W.AMITY ROAD AND S.OAK RESIDENTIAL LOTS IS ANTICIPATED FROM THE NORTH(AMITY ROAD)AND FROM THE SOUTHEAST PROJ. NO. cl 264
THE BASE OF RADIO ANTENNA TOWERS(INSTRUMENT NO.308419). 3. ALL DEVELOPMENT WITHIN THIS SUBDIVISION SHALL BE CONSISTENT WITH THE CONDITIONS OF BRIAR WAY(COLLECTOR ROAD EXTENSION FROM NORTH) IS BASED ON ADA COUNTY HIGHWAY (MERIDIAN ROAD)DUE TO TOPOGRAPHY LIMITATIONS WITH SOME LOTS BEING SERVED BY A FUTURE
CL 3. 10'-WIDE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY EASEMENT DEVELOPMENT WITHIN THE DEVELOPMENT AGREEMENT(INSTRUMENT NO.2016-007090)AND ANY DISTRICT MULTI LANE ROUNDABOUT(CENTERED RIGHT-OF-WAY), FIGURE A 17(NOVEMBER 2011). SEWER TRUNK LINE ROUTE THROUGH CURRENTLY UNDEVELOPED NEIGHBORING PROPERTIES DATE 7/6/2023
w (INSTRUMENT NO.7945851). SUBSEQUENT MODIFICATIONS TO THE DEVELOPMENT AGREEMENT. 9. A PRESSURIZED IRRIGATION SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
OWNED BY OTHERS.
� CO 4. 15'-WIDE IDAHO POWER EASEMENT(INSTRUMENT N0.96003804). 4. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY. MERIDIAN AND BOISE PROJECT BOARD OF CONTROL STANDARDS AND SHALL BE MAINTAINED AND 15. LOT 1, BLOCK 2 IS ANTICIPATED TO BE RE-SUBDIVIDED IN THE FUTURE.THIS LOT IS LOCATED PROJECT STATUS
OPERATED BY THE SUBDIVISION OWNERS ASSOCIATION. ENTIRELY WITHIN THE LINDER ROAD SEWERSHED AS IDENTIFIED ON THE 2015 CITY OF MERIDIAN
Q " 5. 50'-WIDE NON-EXCLUSIVE ACCESS, PUBLIC,AND PRIVATE UTILITIES EASEMENT 5. DIRECT LOT ACCESS FROM COLLECTORS&ARTERIALS IS PROHIBITED UNLESS APPROVED BY THE
a C° (INSTRUMENT NO.2017-124187). ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN. 10. THE ENTIRE SUBDIVISION LIES WITHIN ZONE X(0.2%1500-YEAR ANNUAL CHANCE FLOOD)AS SEWER PLANNING MAP(DELINEATED ON SHEET PP3).SANITARY SEWER SERVICE TO FUTURE CUP SUBMITTAL
o IDENTIFIED ON THE FLOOD INSURANCE RATE MAP(FIRM), PANEL#16001CO250J, EFFECTIVE DATE RESIDENTIAL LOTS IS ANTICIPATED FROM THE NORTH(AMITY ROAD VIA WINDROW SUBDIVISION)AND
N 6. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OCTOBER 2 19,2003. FROM THE WEST(CINDER ROAD)DUE TO TOPOGRAPHY LIMITATIONS WITH SOME LOTS BEING SHEET NO.
w w IRRIGATION,AND LOT DRAINAGE OVER THE 8-FEET ADJACENT TO ANY PUBLIC STREET.THE SERVED BY A FUTURE SEWER TRUNK LINE ROUTE THROUGH CURRENTLY UNDEVELOPED
Q o EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACE DRIVEWAYS,WALKWAYS, 11. SANITARY SEWER SERVICE TO BE PROVIDED BY THE CITY OF MERIDIAN. NEIGHBORING PROPERTIES OWNED BY OTHERS.
w o LANDSCAPE, PARKING, FENCING OR OTHER SUCH NON-PERMANENT STRUCTURES. 12. DOMESTIC WATER SERVICE TO BE PROVIDED BY THE CITY OF MERIDIAN.
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APPLICANT IS REQUESTING APPROVAL FROM THE CITY OF MERIDIAN TO DEFER
_____________________________ CONSTRUCTION OF 10'-WIDE MULTI-USE PATHWAY(AND ASSOCIATED UTILITY CO co 2 ~
- --------------------------- _ RELOCATIONS)UNTIL RE-SUBDIVIDING OF SINGLE-FAMILY RESIDENTIAL LOTS. I a a
- APPLICANT IS ALSO REQUESTING APPROVAL FROM ACHD(WITH SUPPORT FROM I L Q 0 cu
THE CITY OF MERIDIAN)TO DEFER PAVEMENT WIDENING UNTIL RE-SUBDIVIDING I ¢ �' ¢ o
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EXISTING CALKINS PROPOSED 20'-WIDE PAVED DRIVEWAY TO PROPOSED 20'-WIDE PAVED EMERGENCY VEHICLE I I 4� FO Ftn
LATERAL BOX CULVERT CALKINS LATERAL&FUTURE EMERGENCY VEHICLE ACCESS ACCESS WITH BOLLARDS OUTSIDE OF RIGHT-OF-WAY 264
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APPLICANT IS REQUESTING APPROVAL FROM THE CITY OF MERIDIAN PROPOSED IRRIGATION POND&PUMP PROPOSED STORMWATER
TO DEFER CONSTRUCTION OF 10'-WIDE REGIONAL PATHWAY ALONG STATION INCLUDED WITH INITIAL BASIN WITHIN NEW EASEMENT \ W }' J
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PUID ESMT= PUBLIC UTILITY, HALF ROAD WIDTH
6.50' IRRIGATION,&DRAINAGE EASEMENT
38' USE PERMIT NO.
PUID
ADJACENT PARKING STALL ESMT R/W 50'HALF R/W
ENGTH TO BE 17'WITH 2'BUMPER Approver
OVERHANG INTO LANDSCAPING 8.5' 10.0' ±9.3' ±6.7' 3.0' 17.0'
20.00' I LANDSCAPE CONCRETE 4:1 4:1 PROJECT MANAGER
LANDSCAPE BUFFER STONEHILL CHURCH I I PATHWAY 2.00'
R/W � R/W R/W � R/W
PARKING LOT J. SITYU
_ 8.00' _I_ 30'HALF RIW _ _ 30'HALF R/W _ _ 8.00' _E _ 8.00' _ _ 35'HALF R/W _ _ 35'HALF RIW _ _ 8.00' _E I 1.50% °
E PUID ESMT T PUID ESMT E E PUID ESMT T PUID ESMT E °%------------------------= PROJ. NO. c1264
c� I5.00' 6.00' 6.00' 11.50' 11.50' 6.00' 6.00' 5.00' I I 5.00' 6.00' 6.00' 11.00, 11.00, 11.00, 6.00' 6.00' 5.00' 9.00, I STONEHILL CHURCH 1-------------------------
SIDEWALK LANDSCAPE BIKE THRU THRU BIKE LANDSCAPE SIDEWALK I ? SIDEWALK LANDSCAPE BIKE THRU TURN THRU BIKE LANDSCAPE SIDEWALK LANDSCAPE PARKING LOT
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DATE 7/6/2023
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CUP SUBMITTAL
PUBLIC UTILITY, IRRIGATION,& PUBLIC UTILITY, IRRIGATION,& SHEET NO.
OAK BRIAR WAY (COLLECTOR ROAD) SECTION (2 LANES) DRAINAGE EASEMENT OAK BRIAR WAY (COLLECTOR ROAD) SECTION (3 LANES) DRAINAGE EASEMENT NEW PAVEMENT SECTION PER ACHD REQUIREMENTS
Z o (60'-WIDTH RIGHT-OF-WAY) 3 (70'-WIDTH RIGHT-OF-WAY) 2 PROPOSED AMITY ROAD WIDENING SECTION
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HIGH GROUNDWATER AND NATIVE SOILS J. SITYU
1. SEE GEOTECHNICAL INVESTIGATION FOR STONEHILL CHURCH
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PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC (REPORT PROJ. NO. cl 264
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a 2. SEASONAL HIGH GROUNDWATER DEPTHS TO REMAIN GREATER
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CO THROUGHOUT THE YEAR.
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w FEET BELOW GROUND SURFACE SHOULD BE ANTICIPATED TO
EXPOSE NATIVE POORLY GRADED GRAVEL WITH SAND SEDIMENTS. SHEET NO.
AN INFILTRATION RATE OF 8 INCHES PER HOUR IS RECOMMENDED
Z o FOR DESIGN OF STORMWATER FACILITIES.
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