HomeMy WebLinkAboutPublic Utility Plan z 51225347182 I CURVE LENGTH=31.63' 5438��5 CONDITIONAL USE PERMIT for _
Y CURVE RADIUS= 1498.50 2 2543g40
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UCURVE A1U33°09'410 CURVE RADIUSCURVE H 298.50' ADA OOU DENSITY - - - - - - - - - - ACCESS WITH BOLLARDS OUTSIDE OF RIGHT-OF-WAY pZpA COU DENSITY Q 2
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PARKING SUMMARY U - 2 2
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Of Of 10-WIDE CONCRETE MULTI-USE PATHWAY ` -
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a \ m ---{- ---- -- WORSHIP FIXED SEATING 983 SEATS 2/8 SEATS 983/4=245.75 ±12.5 EXISTING [L E co
\ 0 + ` 12 g 10 27.00' WORSHIP NON-FIXED SEATING 438 SEATS 2/8 SEATS 483/4= 109.5 PUID ESMT= PUBLIC UTILITY, HALF ROAD WIDTH Ln N 0 E o
CLR ♦♦ TOTAL PARKING REQUIRED 356 STALLS 6.50' IRRIGATION,&DRAINAGE EASEMENT M o aoi
5 PROPOSED MONUMENT SIGN ` ACCESSIBLE PARKING REQUIRED 301 400=8 8 STALLS ID ESMT R/W 38 U °�' g
0 \ ♦ ADJACENT PARKING STALL 50'HALF RAN o -�
41 \ (SEPARATE APPLICATION) _ o �
1236212 D \ I �� ♦ PHASE 1 PARKING PROVIDED 545 STALLS LENGTH TO BE 17 WITH 2 BUMPER
PARCEL #AMITY ROAD LLLP \ �\ w `♦ PHASE 2 PARKING PROVIDED 269 STALLS OVERHANG INTO LANDSCAPING 8.5' I 10.0' ±9.3' ±6.7' 3.0' 17.0' �'
0- 0 � �, QCo
PHASE 1 2 PARKING TOTAL PROVIDED 814 STALLS ; LANDSCAPE CONCRETE 4:1 4:1 U
905
PROPERAI�RES \\ \ M = 26.00' ♦ PHASE 1 ACCESSIBLE PARKING PROVIDED 8 STALLS STONEHILL CHURCH I MULTI-USE vj Q -2 - O a
MILL 460 4 = ` PATHWAY 2.00' O ;_ �a
q.8• R� � - PHASE 2 ACCESSIBLE PARKING PROVIDED 0 STALLS �
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CITY OFOW DENS \ 0 14 12 _ 1.5�� 2.0%____-_-__________________ - Q o
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FLUMRESIDENTIAL I I o 18 _ / ♦♦ TOTAL BICYCLE PARKING REQUIRED 1/25 STALLS 356125= 15 I _--_------ O
Z, 155
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w "' 9 / \ TOTAL BICYCLE PARKING PROVIDED 32 STALLS Z `o
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GRAVEL SHOULDER
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CURVE RADIUS=835.00' ' I J��� ° ��� 6'WIDE CONCRETE / $ ` 60 g0
CURVE A= 17'32'10" / I 1 lla I 12 ���.Z.� ��5��° ° o00 ♦ 1210 1210 �' P
CHORD BEARING=N09°20'12"E i i it W i 16 7 pP° �O� song @° SIDEWALK(TYP) ♦ 1236 IA 1236 S
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CHORD LENGTH=254.56 / , i� i a I I �� o OO�Q o �C���C __1 `♦ 9'W x 17'L PARKING STALLS R N S �� SE N T 7/6/2023
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// / i 1 i ► ' p��� D������ (DWI , AT SITE PERIMETER(TYP), TOW)'-
ACRES S�ANAGEgM ACRES
U 8 oOnV 9 W x 19 L PARKING STALLS(TYP) ♦ 2'OVERHANG INTO LANDSCAPING ZONE. UNTY Y ZONE" UNTY
i i 1 C� UNLESS NOTED OTHERWISE ♦ CO SIT CO SITY
o a` / ; ;i ; - ME IAL ME ' IAL
f �O� � AERIAL FIRE APPARATUS ACCESS ROUTE, ADA D DEN LUApA D DEN
' ' I 7 12 ` MIN. UNOBSTRUCTED WIDTH OF 26 FEET FLUM ESIDENT F M ESIDENT i i I f Qb
m - - / // / �a� // ij i Ab f 10'-WIDE CONCRETE BLOCK 1 I ♦\ PER IDAHO FIRE CODE SECTION D105.2(TYP) R R
`.\5 // ,' 7 Ab f SIDEWALK I ♦♦
•
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LOT 1 I 17 ER •
RADIO TOW
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- - - - II ► ���° pg�5 - 11 5'-WIDE MIN. BUFFER WIDTH INCREASED I •
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#S12 OAD INC 1 r TO 7'WITH 2'BUMPER OVERHANG(TYP) •
PAR\N AMITY R RCN 12
r NU 1
1 a ► I[_� C ES FtAD�US 20'-WIDE FIRE TRUCK ACCESS TURNING •
w STONE O1 A R 4 I 1 3�OVEY NO(EZl WIDTH WITH 28'INSIDE TURNING RADIUS
MIN. LANDSCAPE BUFFER& 3 ZONE• RIDIAN IgUR AND 48'OUTSIDE TURNING RADIUS(TYP)
BACK OF 8'-WIDE PUID EASEMENT CITY OF ME ;'
` 23
REQUESTED VARIANCE:
/ j / '`, \�; ; ; ; `K• I _ \\ 13 STALLS WITHOUT •
25'-WIDE DRIVE AISLE WIDTH i / / <' `�\l i ,�', 36120700 ` "��� ���� ,► LANDSCAPE ISLAND - -
(TYP EXCEPT ALONG FIRE / 6 :111/ ::°,- -- S12 D M `\
# OA \
ACCESS ROUTE) ► i __F y g e PAR AMITYNURCH, INC-
APPARATUS
184, N EN I LL 850 ` ` \` \` %� ` ��R
�.. ,; sTo 6. R,4 N \\ ; SURVEY NOTES - -
6 20 ZONE: MERIDIA \` ��\ \\ \\ \\� 25 < `\ `\\ \ 12 �\� ► 1. PER BOISE-KUNA IRRIGATION DISTRICT,THE CALKINS LATERAL HAS A STATUTORY
CITY 0 `\ �\ �\� 64'-WIDE EASEMENT BEING 32'ON EACH SIDE OF THE CENTERLINE.THE BELLE
10 SUB LATERAL HAS A 50'-WIDE EASEMENT BEING 25'ON EACH SIDE OF THE THE
BLOCK 2 CURVE LENGTH-234.43' ► m ► 0 10'WIDE CONCRETE \\ \\ `\ f CENTERLINE.
SIDEWALK ® \ \ \ \ \ ` \ \ •
CURVE RADIUS=765.00' ► �G���LF'y/ / �� ��ff\X \ \ \\ \\ \� �\
\ �` 2. 310 RADIAL EASEMENT FOR LAYING GROUND WIRES IN A RADIAL MANNER FROM
CURVE A= 17 3329 1 ► �% C' I� `� `• �\ ` �'\ \ ��\ `-' THE BASE OF RADIO ANTENNA TOWERS(INSTRUMENT NO.308419). NO. DATE COMMENT
LOT 1 CHORD BEARING=S09°19'32"W ' ' c�tiG BIKE RACKS(8 BIKES), �, �� lI +\ \ ` ` \ \ \y
► 1 � 'f' TYP OF 4 LOCATIONS 'k \\ III `. \ \ \ \ ` ` ` \ , may~ `J�
CHORD LENGTH=233.51' 1 9/20/23 UPDATES
1 ' 1 g
\, 30'DISTANCE FROM AERIAL FIRE APPARATUS
m ACCESS ROUTE TO BUILDING(MAX.ALLOWED
1
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PER IDAHO FIRE CODE SECTION D105.3) �` I ♦ I III `� `� \ \ \ \M 'or a\ � -
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1 --I /� ` �` \ ` \\ PROPOSED 12.5'-WIDE PERMANENT ACHD I
9 W x 17 L PARKING STALLS AT LANDSCAPING, •, / , I G \ � 1 l I � aC � \ y � ,� �®
g , /' oP0\\� N \ \� hl -----i----- -----1----- -- --� I Ill �� �\ (SIDEWALK),
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o- PROPOSED CROSS-ACCESS EASEMENT 621.67 /
TRASH ENCLOSURE PER REPUBLIC 5-WIDE MIN. BUFFER WIDTH, INCREASED REQUESTED VARIANCE: REQUESTED VARIANCE: /
Uj
) SERVICES REQUIREMENTS 9'W x 17'L PARKING STALLS / / _ C
I I � (RELOCATION OF DRIVEWAY ACCESS TO LOT 2 (TYP) 14 STALLS WITHOUT 15 STALLS WITHOUT �
FA TO 7'WITH 2'BUMPER OVERHANG TYP AT SITE PERIMETER(TYP), /
LANDSCAPE ISLAND / CURVE LENGTH = 110.35' U LANDSCAPE ISLAND 2'OVERHANG INTO LANDSCAPING / 310.0,RAD�US / / CURVE RADIUS= 165.50' Uj •0
I i a 1 (SURVEYNOTE2) // / CHORD BEARING 15S52°52'14"W J J
CHORD LENGTH= 108.32' J a J
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SEE PRELIMINARY PLAT TO BE ADJUSTED(TYP),
SEE PRELIMINARY PLAT I / / TOWER Z E Z
10 I i EX RADIO 0 a O W
24 1 I I / ��
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PARCEL #AMIR�ER I LLLP ,
9 ROPE RES ; I EX NOMEN i / v� / SHEET INDEX V) V) V)
MILS P 460 ACRE 1 I I TO RE / CUP-1 STONEHILL CHURCH SITE PLAN
ZONE' R RIDIAN CUP-2 STONEHILL CHURCH ENGINEERING PLAN
OF ME SITY , i LOT 3 1 / CUP-3 STONEHILL CHURCH SEWER PLAN & PROFILES .. U w
CITY LOW TIAL I I 120810 1 / a' w � LU
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FLUMRESIDEN I I I EL #S1 TY ROAD ST 1 // �� / ,' PROJECT CONTACTS
PAR W AMIABLE TRU 1 U z a z Q z
799REVOC ORES 1 / / OWNER OWNER
I I MILLS 3.08Z A R-4 N 6212410 \ STONEHILLCHURCH, INC. MILLS PROPERTIES I, LLLP& BUILDING PERMIT NO.
ZONE: RIpIA I 5123 AD / CONTACT:CHRIS McELWEE MILLS FAMILY REVOCABLE TRUST
CITY OF WEDENSITY LOT 2 PARCEL #AMITY ROI LLLP / / 1608 N MERIDIAN ROAD CONTACT: KENT MILLS PERMIT #
FLUMRES pENTIAL 9 S PROPOERAICRES `� / / (2 8)629 7775HO 83642 MERIDIAN,D ANITY IDAHOAD
O 83642
MIL 48.460 . R-pIAN chrls@stonehlll.church
USE PERMIT NO.
CITY OLOWEpEN�DENSITY `\ // '�S/s CIVIL ENGINEER ARCHITECT Approver
FLUMRESIDENTIA �R�FY RENNISON DESIGN PLAIN JOE STUDIOS ARCHITECTURE
LANDSCAPEOBUFFER `� �' N��F�j 2025CONTE. RIVERSIDE DRIVERYAN ,SUITE 200 73045 PAUTEJCREEK DRIVE PROJECT MANAGER
ca i RIW R/W \ EAGLE, IDAHO 83616 CORONA,CALIFORNIA 92881 J. SITYU
'L I 8.00' I 35'HALF R/W l 35'HALF R/W I 8.00' E (208)484-3747 (909)489-4502
m I E PUID ESMT T PUID ESMT I bryan@rennisoncompanies.com jeff@storylandstudios.com PROJ. NO. C1264
I I I5.00' 6.00' 6.00' 11.00' 11.00, 11.00, 6.00' 6.00' 5.00' 9.00, E STONEHILL CHURCH
SIDEWALK LANDSCAPE BIKE THRU TURN THRU BIKE LANDSCAPE SIDEWALK LANDSCAPE -' PARKING LOT I � % SURVEYOR LANDSCAPE ARCHITECT
o I � I ' W/TREES W/TREES ' I
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O I 1.00' I I 1.00' IDAHO SURVEY GROUP IDLA INC. DATE 7/6/2023
w v I I +� �` CONTACT:CODY McCAMMON, PLS CONTACT:THOMAS PHELPS, PLA
1.50% I \ 9955 W EMERALD STREET PO BOX 170129 PROJECT STATUS
CO N I N I 1 1.50% 141 �% 2.0%� o
= CO
41
J M I I - \ BOISE, IDAHO 83704 BOISE, IDAHO 83717
o W I PUID ESMT- \ ` (208)846-8570 (208)906-1300 CUP SUBMITTAL
o I I PUBLIC UTILITY, IRRIGATION,& \ \ \ codym@idahosurvey.com the@idlainc.net
OAK BRIAR WAY (COLLECTOR ROAD) SECTION (3 LANES) DRAINAGE EASEMENT \\ \ OWNER'S REP
Q Q j i (70'-WIDTH RIGHT-OF-WAY) ` CONTACT: DON SLATTERY
z
0
w p I I SCALE: NOT TO SCALE 2 \ \
I
a I (208)908-4873
dons@tpchousing.com
z _ CONDITIONAL USE PERMIT for _
o EXISTING FIRE _ T EXISTING CALKINS EXISTING OVERHEAD POWER Address City&ACHD staff report 40 0 40 80 °O
HYDRANT(TYP) =�' LATERAL BOX CULVERT LINES TO BE RELOCATED OUTSIDE STONEHILL CHURCH ±920 LF EXTENSION OF SEWER MAINLINE Q comments Incl.lot layout, right of way T o
'ITOF NEW RIGHT-OF-WAY(TYP) PER STONEHILL CROSSING SUBDIVISION PROJECT, dedication,utilities,etc. 76
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x \'` \\\ \`\ O /` ' / `�" `\ HIGH GROUNDWATER AND NATIVE SOILS
J. SITYU
1. SEE GEOTECHNICAL INVESTIGATION FOR STONEHILL CHURCH
PREPARED BY ATLAS TECHNICAL CONSULTANTS, LLC (REPORT PROJ. NO. cl 264
\\ \\ — #B220447 DATED 3/29/2022.
�- 1� g�' DATE 7/6/2023
\ X` ��QQ ,,—' �3`\ ____----- 11 ♦ \\ 2. SEASONAL HIGH GROUNDWATER DEPTHS TO REMAIN GREATER
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CO i I i r X�xJ 11 y `\ THAN APPROXIMATELY 20 FEET BELOW GROUND SURFACE PROJECT STATUS
Z o I I ?4 \\ THROUGHOUT THE YEAR.
a i i \ `\\\ \\ \\\ \ 1 A `\ 3. EXCAVATION DEPTHS RANGING FROM APPROXIMATELY 3.2 TO 7.7 CUP SUBMITTAL
w I Nsr3, \ \,, \ 1\�\ M FEET BELOW GROUND SURFACE SHOULD BE ANTICIPATED TO
F \` 2�1 �\ ' N EXPOSE NATIVE POORLY GRADED GRAVEL WITH SAND SEDIMENTS. •
w W 4¢` \\\ \ —,,\ AN INFILTRATION RATE OF 8 INCHES PER HOUR IS RECOMMENDED
Q o i I `�„' /' \ \` c� I FOR DESIGN OF STORMWATER FACILITIES.
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o _________ _________ ________ ---____ _ EXISTING AMITY ROAD PAVEMENT � �
_ � ■ HORIZONTAL SCALE (FT)
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� 05.7 LF 8"SS @ 0.40% I - _ STA:4+52.69
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IN OUT N 2710.56 8" INV IN (S)=2708.04(8 ) RIM=2719.74� SSMH S11 IN 305.7 LF 8"SS @ 0.40% 339.7 LF 8"SS 0.40% - ( ) ( ) -
@ - INV INS =2706.94 8 STA:0+52.69 2 2 - 8)
SSMH S10 339.7 LF 8 SS o 1 - _______INV OUT ( ) INV OUT N -2706.84 8
w STA:28+18.527
(N)=2707.94 8"
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Q RIM=2742.73 7STA:25+12.83 @ 1.00% - Q U
a 2720 STA:22+07.14 SSMH S8 ---- _ _ _ 2720
INV IN =2727.20 8 RIM=2747.18 ( )- ( ) Z • Z) N o m cc 0
INV OUT(E)=2727.10(8") INV IN(W)-2725.88(8") RIM=2748.69 STA: 19+01.45 SSMH S7 ''----___ INV OUT N =2703.74 8" "' � E co
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a INV IN W 2724.56 8" RIM=2744.18 STA: 15+61.77 3pO.g�F _________ _ EX SSMH S1 L -0 - o
INV OUT(E)=2725.78(8") INV OUT(E)=2724.46(8") I ( )_ (8") RIM=2737.85 8 SS@2.SQo - �__ � °' `o C6 °'
INV IN W 2723.24 � STA:0+00.00 ,,,� M o � �, s
INV OUT(E)=2723.14(8") INV IN (W)=2721.78(8") 1 / RIM=2715.00
2710 I INV OUT(E)=2721.68(8") I 335.E LF 8"SS @ 0.75% INV IN(S)=2703.53(8") N - .
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GRHH AMITY LLC PROPERTY FRONTAGE GRHH AMITY LLC PROPERTY FRONTAGE 1 @ O E .� � c
AMITY ROAD-SEWER BY STONEHILL CROSSING SUBDIVISION DEVELOPER I AMITY ROAD-SEWER BY OTHERS AMITY ROAD-SEWER BY OTHERS 1 GRHH AMITY LLC PROPERTY '
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� = � 20 -a 0,
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• NEW SSMH S3 O - _
SEWER STATIONING BASED ON PIPE CENTERLINE. LABELED PIPE LENGTHS ARE CENTER OF STRUCTURE TO CENTER OF STRUCTURE, PIPE SLOPES ARE BASED ON LABELED PIPE LENGTHS. �' 2-2 E
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2750 2750 2750 2750 _j 3 = o L
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EXISTING RESIDENCE RESIDENTIAL SUBDIVISION RESIDENTIAL SUBDIVISION STONEHILL CHURCH SEWER LINE '6' PROFILE STONEHILL CHURCH AMITY ROAD SEWER LINE 'C' PROFILE N � 2
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2740 EXISTING GROUND SURFACE PROFILE AT SEWER STA:2+81.35 2740 2740
RIM=2735.35 SSMH S12
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4"SS SERVICE @±1.00% -� -
--- ______ INV OUT(N)=2728.32(8") 1 RIM=2732.91 _- INV IN(SW)=2728.42(8") n C A
312.3 LF 8 SS @ 0.60% 1 INV OUT(NE)=2729.26(8") --' - INV OUT(N)=2728.32(8") G V '�i�268.E LF 8"SS @ 0.40% SSMH S11 2730 140.0 LF 8"SS @ 0.60% 2730
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2730 SSMH S15 281.1 LF 8"SS @ 0.40%
HORIZONTAL SCALE (FT) STA: 12+11.06 SSMH S14 STA:28+18.52
O 100 200 RIM=2740.74 STA:8+98.78 SSMH S13 RIM=2742.73 I 1',q
- STA:6+30.18 0 N APP 7/6/2023
RIM=2736.82 1 INV IN (S)=2727.20 8
INV IN (NW)=2733.29(4 SERVICE) - RIM-2736.37 ( )
INV OUT E -2732.96 8" INV IN(W)=2731.09(8") INV OUT(E)=2727.10(8")
O I O 2 O ( )- ( ) INV IN(S)=2729.92(8")
VERTICAL SCALE (FT) INV OUT(N)=2730.99(8") INV OUT(NW)=2729.82(8")
15+00 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 0+00 3+00 2+00 1+00 0+00
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PERMIT #
Address City&ACHD staff report
\ \ \\ \ \• \\ \, /, `� \ � ��\ � \�\� \\\\ ' - \\ \ \ --' /' '/ U ' g r y USE PERMIT NO.
comments incl. lot layout, right-of-way
dedication,utilities,etc.
8"GI 8"GI�,4 8�� 1 \ ---�_=______'_ __-_-- \I \ ��\\ ,�\ \ \ `\ \ ` \
Approver
- - - - - - - - - - - PROJECT MANAGER
PROPOSED IRRIGATION TAILWATER PROPOSED IRRIGATION POND&PUMP STATION TO SERVE EXISTING IRRIGATION DELIVERY J. SITYU
PIPING SYSTEM TO OFFSITE I ENTIRE STONEHILL CROSSING SUBDIVISION(-65 ACRES) I TO DELIVER WATER TO NEW \
DISCHARGE INCLUDED WITH INITIAL INCLUDED WITH INITIAL SUBDIVISION IMPROVEMENTS IRRIGATION POND I PROJ. NO. cl 264
oSUBDIVISION IMPROVEMENTS cT
4500 4400 4300 �G DATE 7/6/2023
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36131200 ALLURE SUBpI�ISIO O CUP SUBMITTAL
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#S12RTON I ALL PRE-PL3614182 SHEET NO.
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CO PAPERCy FARM 100 o 100 200
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