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Notes Plat Showing
1. THIS SUBDIVISION IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS MEDINA SUBDIVISIONTHAT ARE TO BE FILED FOR RECORD AT THE ADA COUNTY RECORDERS OFFICE.
2. ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, SITUATED IN A PORTION OF THE NE 1 /4 , SEC . 249
DRAINAGE AND IRRIGATION EASEMENT OVER THE TEN (10) FEET CONTIGUOUS TO AND
PARALLEL WITH ROAD RIGHTS-OF-WAY AND THE SUBDIVISION BOUNDARY. HOWEVER TOWNSHIP 3 NORTH RANGE 1 WEST B . M .
THIS SHALL NOT PRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE ' ' ' J G
DRIVEWAYS FOR ACCESS TO EACH INDIVIDUAL LOT. ANY SPECIAL EASEMENTS ARE CITY OF MERIDIAN r
SHOWN ON THE PLAT. '
3. EACH SIDE OF COMMON LOT LINES HAVE A FIVE (5) FOOT PERMANENT PUBLIC ADA COUNTY, IDAHO
UTILITIES, IRRIGATION AND DRAINAGE EASEMENT, UNLESS OTHERWISE NOTED. 2008
4. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING
REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION.
5. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF N 1/4 CORNER SECTION 24 100 50 0 100 200 300
THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. FOUND BRASS CAP
CP&F INSTRUMENT NE CORNER SECTION 24 SCALE IN FEET
N0. 107153516 �7 �7
6. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER FOUND BRASS CAP
SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED WATER MAINS SHALL BE CP&F INSTRUMENT
CONNECTED TO EXISTING CITY OF MERIDIAN WATER MAINS TO PROVIDE SERVICE TO r7 NO. 107073987 Sheet Index
THE SUBDIVISION. • . . . . . . . . . . . . . . . .S 89'47'20" E 2618.71..
13 . . • . . . . 13 18 SHEET 1 - SUBDIVISION PLAT MAP
2093.71' .525.00'.
7. ALL LOTS WITHIN THIS SUBDIVISION ARE COMMERCIAL LOTS AND WILL BE PROVIDED ° °
WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PROPOSED SEWER 24 323.82' } 24 .19 SHEET 2 - CERTIFICATE OF OWNER
MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN SEWER MAINS TO J W.J OVERLAND ROAD
PROVIDE SERVICE TO THE SUBDIVISION. p•S88'43'38"E 180.99' S89'47'20"E 272.70' SHEET 3 - CERTIFICATES AND APPROVALS
Lo
8. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH PRESSURIZED IRRIGATION FOUND 5/8" L� 253.51' 10 \ `�
STEEL PIN MARKED
SERVICE. SERVICE SHALL BE PROVIDED FROM CITY OF MERIDIAN PRESSURIZED "PLS 9368" L41 J ACHD SLOPE/CUT EASEMENT
IRRIGATION SYSTEM. 35' LANDSCAPE I SEE DETAIL BELOW Legend
BUFFER g
9. PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. 5' S' ACCESS POINT FOR
o I 1 OVERLAND ROAD 10 ;� 19 FOUND BRASS CAP
10. ACCESS TO ALL LOTS SHALL BE PROVIDED VIA A BLANKET CROSS ACCESS, 2 �S L sEE NOTE tt M
0o I 1 N ® FOUND ALUMINUM CAP
INGRESS/EGRESS EASEMENT. N 00 I J °00
r 35' LANDSCAPE • FOUND 5/8" STEEL PIN
•
11. ACCESS POINT IS THIRTY-SIX FEET WIDE FROM BACK OF CURB TO BACK OF CURB 30" STEEL PIN WYPC
MERIDIAN BUFFER o I I CITY OF
AND CENTERED ON THE RIGHT-OF-WAY LINE 13.55 FEET EAST OF THE NORTHWEST I $ I (�SEWER/WATER EASEMENT I io O SET 5/8"MARKED " X 5617"
CORNER OF LOT 1, BLOCK 1. OTHER THAN THIS ACCESS POINT, AS APPROVED BY f'-10 o I I SEE NOTE 18 0'•
ACHD, DIRECT LOT ACCESS TO W. OVERLAND ROAD IS PROHIBITED. o 'r' V_ o SET 1/2" X 24" STEEL PIN WYPC
L -1 Bo.97' r - -N90'00'00"E 302.41' + = MARKED "HWE 5617"
12. ACCESS POINT IS THIRTY-SIX FEET WIDE FROM BACK OF CURB TO BACK OF CURB - - 3 x
N90'00'00"E 234.81' 24�$•�l'-T "' 0 CALCULATED POINT NOTHING FOUND OR SET
CENTERED ON THE SOUTHEAST CORNER OF LOT 4, BLOCK 1. OTHER THAN THIS ;n L `� '
ACCESS POINT, AS APPROVED BY ITD, DIRECT LOT ACCESS TO S. MERIDIAN ROAD IS z °O o I I M LO
PROHIBITED.. D � I a I I �" 1 14 LOT NUMBER
I _ � L
13. THIS SUBDIVISION IS SUBJECT TO A MUTUAL INGRESS/EGREES CROSS ACCESS o '� rn 3 � 4 - o N r a Z 0 BLOCK 2 BLOCK NUMBER
EASEMENT PER INSTRUMENT NUMBER 107013677. c 8 I r� ai
N CITY OF MERIDIAN I N m � CD
Z WYPC WITH YELLOW PLASTIC CAP
M SEWER/WATER EASEMENT o 7' D'LI ROW CV Q >,
14. THIS PLAT IS SUBJECT TO A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT M
g ui SEE NOTE 18 I �� DEDICATE TV ITD 57' �
NUMBER 105134293 AND AN AMENDED DEVELOPMENT AGREEMENT RECORDED AS z I (oila A
3 m SUBDIVISION BOUNDARY LINE
INSTRUMENT NUMBER 107099630 OF ADA COUNTY RECORDS. +4 -S90'00'00"W 237.04'-� `_-S90'00'O0"W 2450 LL - - INTERIOR LOT LINE
15. THE MAINTENANCE OF ALL LANDSCAPE BUFFERS ADJACENT TO OVERLAND AND _ _ _ _ _ _ _ _ _ -_ _ _ _ _
MERIDIAN ROADS AND ADJACENT TO THE SOUTHERLY PROPERTY BOUNDARY, AS 5' pEASEMENT LINE
DEPICTED ON THE FACE OF THIS PLAT, SHALL BE THE RESPONSIBILITY OF THE LOT .r ACCESS POINT FORto 0� CITY OF MERIDIAN z MERIDIAN ROADOWNERS ASSOCIATION. g SEE NOTE 123 {� RIGHT-OF-WAY LINE
SEWER/WATER EASEMENT d Q16. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF SEE NOTE 18 m SECTION LINE
12-INCHES ABOVE THE HIGHEST KNOWN NORMAL GROUND WATER ELEVATION. cam'., 6 5 $
M - - - - - - - - - - SEWER/WATER EASEMENT LINE
17. LOT OWNERS ARE RESPONSIBLE FOR MAINTENANCE OF ANY IRRIGATION/DRAINAGE 35' LANDSCAPE 3
PIPE OR DITCH CROSSING THEIR LOT. I LA BUFFER LANDSCAPE BUFFER LINE
n
18. ALL LOTS SHOWN HEREON ARE SUBJECT TO A CITY OF MERIDIAN SEWER AND - - - 25' LANDSCAPE . • • • • • • • . DIMENSION LEADERS
WATER EASEMENT RECORDED AS INSTRUMENT No. 107141995, RECORDS OF ADA 10' BUFFER 65'
COUNTY, IDAHO. 239.69'- -232.41'-
References N89'47'00"W 472.10' L8 ° L17 L16
FOUND 5/8" 1 BEGINNING � I �
1. ELK RUN SUBDIVISION AS FILED IN BOOK 63 OF PLATS AT PAGES 6303 & 6304, ELK RUN SUBDIVISION
STEEL PIN MARKED
RECORDS OF ADA COUNTY, IDAHO. "PLS 11118" FOUND 5/8"
2. SLOPE/CUT EASEMENT IN FAVOR OF ACHD, INSTRUMENT NO. 106165921 RECORDS STEEL PIN MARKED o �� �/ �A
OF ADA COUNTY, IDAHO. LINE TABLE JUB PELS 3260" 5 17
3. RECORD OF SURVEY NO. 7459, RECORDS OF ADA COUNTY, IDAHO. LINE LENGTH BEARING .4
co
4. WARRANTY DEED INSTRUMENT NO. 104104041, RECORDS OF ADA COUNTY, IDAHO. L1 37.95' S41'25'00"E n 0 � •
L2 8.00, S89'22'54"E a �►. Et��'
L3 15.00' N89'22'54"w TSE LAND GROUP
L4 21.67' N90'00'00"E n+DDMFONAM
L5 68.04' N0012'44"E
Owner:
525.00'
L6 39.81' S00'37'06"W -Landscape Architecture
�
WILLIAM E. and MARY J. HOWELL _ Engineering
cv L7 19.19, S89'47'21"E _Sue Planning
•- W. �� ROAD E 1/4 CORNER SECTION 24 -Golf course ation
J L8 65.00' N89'47'00"W BOISE, IDAHO 83702 & Engineering
8.65' FOUND ALUMINUM CAP 7204 BRENTWOOD
11.34'
Graphic Covanu eicatio�n
S88'43'30"E 180.99' 10.54 S8947'20"E 272.70. • • • • • • • • • • • L9 8.00' S00'12'22"W NO. 91INSTRUMENT _Lana Surveying
° _ L10 18.43 S58'24 22 W
° ° I I ° ! L11 18.00, N00'37'03"E
or
° S LOPE/CUTN89'420"W 272.7 � L12 59.87 S00 37 29"W Developer:12.O � N88'43'40"W 153 ' I I EASEMENT L13 63.00' S00'12'40"W 462 East Shore Drive,
2 1 I CIT WIDE L14 38.97 S06ro WHITE-LEASURE DEVELOPMENT COMPANY Suite 100
20' 6'S5"W Eagle, Idaho 83616
L4 I CITY OF MERIDIAN � � "
SEWER/WATER EASEMENT L15 34.11 S06'06 55 W 416 SOUTH 8TH STREET, SUITE 200 Phone (208) 939-4041
SEE NOTE 18 1 L16 7.00' 1 N89'22'54"W BOISE, IDAHO 83702 Fax (208)939-4 45
SEWER/WATER AND SLOPE/CUT EASEMENT DETAIL L17 8.00' N89'22'54"W www.thelandgroupinc.com
SCALE: 1"=60' 06066 0: CAD Ea le Transfer Files 06066 CAD _06066_final lat.dw SHEET 1 OF 3
Plat Showing
MEDINA SUBDIVISION
SITUATED IN A PORTION OF THE NE 1 /4, SEC . 249
TOWNSHIP 3 NORTH , RANGE 1 WEST, B . M . ,
CITY OF MERIDIAN ,
ADA COUNTY, IDAHO
2008
Certificate of Owner
KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED ARE THE OWNERS OF THE REAL PROPERTY HEREAFTER DESCRIBED.
A TRACT OF LAND SITUATED IN THE NORTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SECTION 24, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE
MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND BRASS CAP MONUMENTING THE NORTHEAST CORNER OF SAID SECTION 24 ON THE CENTERLINE OF SOUTH MERIDIAN ROAD (IDAHO STATE
HIGHWAY NO. 69), FROM WHICH AN ALUMINUM CAP MONUMENTING THE EAST ONE QUARTER OF SAID SECTION 24 BEARS SOUTH 00'37'06" WEST A DISTANCE OF
2,649.91 FEET;
THENCE FOLLOWING THE EASTERLY LINE OF SAID SECTION 24 AND THE CENTERLINE OF SAID SOUTH MERIDIAN ROAD, SOUTH 00'37'06" WEST A DISTANCE OF 753.55
FEET TO A POINT;
THENCE LEAVING SAID EASTERLY LINE AND SAID CENTERLINE, NORTH 89'47'00" WEST A DISTANCE OF 65.00 FEET TO A FOUND 5/8—INCH STEEL PIN ON THE
NORTHERLY LINE OF ELK RUN SUBDIVISION (A RECORDED SUBDIVISION ON FILE IN BOOK 63 OF PLATS AT PAGE 13303, RECORDS OF ADA COUNTY, IDAHO) BEING THE
POINT OF BEGINNING.
THENCE FOLLOWING THE NORTHERLY LINE OF SAID ELK RUN SUBDIVISION, NORTH 89'47'00" WEST A DISTANCE OF 472.10 FEET TO A FOUND 5/8—INCH STEEL
PIN:
THENCE LEAVING SAID NORTHERLY LINE, NORTH 00"37'06" EAST A DISTANCE OF 693.85 FEET TO A FOUND 5/8—INCH STEEL PIN ON THE SOUTHERLY
RIGHT—OF—WAY LINE OF WEST OVERLAND ROAD;
THENCE FOLLOWING THE SOUTHERLY RIGHT—OF—WAY LINE OF SAID WEST OVERLAND ROAD THE FOLLOWING FOUR COURSES:
SOUTH 88'43'38" EAST A DISTANCE OF 180.99 FEET TO A SET 5/8—INCH STEEL PIN;
SOUTH 89'47'20" EAST A DISTANCE OF 272.70 FEET TO A SET 5/8—INCH STEEL PIN;
SOUTH 41'25'00" EAST A DISTANCE OF 37.95 FEET TO A SET 5/8—INCH STEEL PIN;
SOUTH 89'22'54" EAST A DISTANCE OF 8.00 FEET TO A SET 5/8—INCH STEEL PIN ON THE WESTERLY RIGHT—OF—WAY LINE OF SAID SOUTH MERIDIAN ROAD
THENCE LEAVING SAID SOUTHERLY RIGHT—OF—WAY LINE AND FOLLOWING THE WESTERLY RIGHT—OF—WAY LINE OF SAID SOUTH MERIDIAN ROAD THE FOLLOWING
THREE COURSES:
SOUTH 00'37'06" WEST A DISTANCE OF 461.96 FEET TO A FOUND BRASS CAP MARKED STATION 428+57.72, 50' LT.;
NORTH 89'22'54" WEST A DISTANCE OF 15.00 FEET TO A FOUND BRASS CAP MARKED STATION 428+57.72, 65' LT.;
SOUTH 00'37'06" WEST A DISTANCE OF 200.26 FEET TO THE POINT OF BEGINNING.
THE ABOVE—DESCRIBED TRACT OF LAND CONTAINS 7,65 ACRES, MORE OR LESS.
IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE
PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT.
NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED
OTHERWISE ON THIS PLAT. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC FOREVER ALL PUBLIC STREETS AS SHOWN ON THIS PLAT.
IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA MERIDIAN IRRIGATION COMPANY IN COMPLIANCE WITH IDAHO CODE 31-3805(b), LOTS
WITHIN THE SUBDIVSION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA
MERIDIAN IRRIGATION DISTRICT. PURSUANT TO IDAHO CODE 50-1334, THE CITY OF MERIDIAN HAS AGREED IN WRITING TO PROVIDE WATER
SERVICE TO ALL OF THESE UNITS SHOWN HEREON.
15�4L sh.10 1-7,00e
LLIAM E. HOWELL MARY J. #OWV
••• KREIyp01 Aft D.
617 0
Acknowled ment � f
STATE OF )
ss
COUNTY OF )
ON THIS_�DAY OF- � U�— . 200 7 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND 1 E LAND GROUP
FOR SAID STATE, PERSONALLY APPEARED WILLIAM E. HOWELL AND MARY J. HOWELL, HUSBAND AND WIFE, KNOWN OR IDENTIFIED Owner:
TO ME TO BE THE PERSONS WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY
'L
EXECUTED THE SAME. WILLIAM E. and MARY J. HOWELL -C" Architecture
Engineering
Sits Planning
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN 7204 BRENTWOOD -"f Course Irrigation
THIS CERTIFICATE FIRST ABOVE WRITTEN. BOISE, IDAHO 83702 _GraphicComm Comm nun£c
ation
-Land Surveying
RESIDING AT
NOTARY PUB FOR STATE F MY COMMISSION EXPIRES v 13 Developer:
462 East Shore Drive,
WHITE-LEASURE DEVELOPMENT COMPANY Suite 100
Eagle, Idaho 83616
416 SOUTH 8TH STREET, SUITE 200 Phone (208)939-4041
BOISE, IDAHO 83702 Fax (208)939.4445
www,thelandgroupinc.com
06066 0: CAD Ea le Transfer Files 06066 CAD —06066—final lat.dwg SHEET 2 OF 3
6 z D
Plat Showing
MEDINA SUBDIVISION
SITUATED IN A PORTION OF THE NE 1 /4, SEC . 249
TOWNSHIP 3 NORTH , MANGE 1 WEST, B . M . ,
CITY OF MERIDIAN ,
ADA COUNTY, IDAHO
2008
Certificate of Surveyor Approval of Central District Health Department Certificate of the County Treasurer
I, HUGH W. EDWARDS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, LICENSED
BY THE STATE OF IDAHO, AND THAT THIS PLAT OF MEDINA SUBDIVISION AS DESCRIBED IN THE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN SATISFIED THIS IS TO CERTIFY THAT THE UNDERSIGNED, PER THE REQUIREMENTS OF IDAHO CODE 50-1308, DOES
CERTIFICATE OF OWNERS WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR
SUPERVISION AND THAT THIS PLAT ACCURATELY REPRESENTS THE POINTS THEREON AND IS IN THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE—IMPOSED, IN ACCORDANCE WITH THE PROPERTY INCLUDED IN THIS PLAT HAVE BEEN PAID IN FULL THIS CERTIFICATION IS VALID FOR
CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. THE NEXT THIRTY (30) DAYS ONLY.
�>,L L Gt�+ 1�,� �Drf
,2 A'2/0 7 � „��� ,��/f � a; ADA COUNTY TREA UFJER
0 4 a�+ r
DATE DISTRICT HEALTH DEPARTMENT, EHS r '-
HUGH W. EDWARDS ,a DATE
OF
Approval of Meridian City Engineer Certificate of Ada County Surveyor Certificate of Ada County Recorder
ACCEPTED AND APPROVED THE 2.2— DAY OF c0 A.D. 200-7. BY THE CITY ENGINEER OF COUNTY SURVEYOR IN AND FOR ADA COUNTY IDAHO DO HEREBY CERTIFY THAT STATE OF IDAHO)
THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, I THE UNDERSIGNED, � � ss
I HAVE CHECKED THIS PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO COUNTY OF ADA)
PLATS AND SURVEYS.
c. _ NGI'CITY .` INSTRUMENT NUMBER f' 9 OD 77-"
ERIDIAN ENEER ' `" 2'
I HEREBY CERTIFY THAT THIS PLAT WAS FILED AT THE REQUEST OF Lwn /� AT
`. - MINUTES PAST_ O'CLOCK�.M THIS� ++DAY OF �'� ra A.D.
' 200 IN MY OFFICE AND WAS DULY RECORDED IN BOOKI&120F PLATS AT PAGES,
DATE _ �j a; AIIA COLATY SURVEYOR 1I. XTHRU
D EX—OFFICIO RECORDER
FE .
Approval of the City of Meridian Approval of Ada County Highway District _
1,-�•`•'�^ '�•'�=' '` rrCITY CLERK IN AND OR THE CITY OF MERIDIAN, ADA COUNTY)2AHO, DO THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT �1 � �
HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF COMMISSIONERS ON THE ire DAY OF J ,2007. �� ow
��
� . 200—*Z THIS PLAT WAS DULY ACCEPTED. QW
j •/ ,� ." �:�z,< `~ ADA COL14TY H GHWAY DISTRICT
1 'f � p• 6
MERIDIAN CITY CLERK f %ZA 440(— THE LAM GWUP
arao�
l ` CHAIRMAN Owner:
F p rc -Landmape ArchUeetwe
`'•;; WILLIAM E. and MARY J. HOWELL .
a
-golf Cwars. hyVdien.
7204 BRENTW000 ,
BOISE, IDAHO 83702
Developer:
462 East Shore Drive,
WHITE-LEASURE DEVELOPMENT COMPANY EagSuite 100
le, Idaho 83616
Phone(208)939-4041
416 SOUTH 8TH STREET, SUITE 200 Fax(208)939.4445
BOISE, IDAHO 83702 www.thelandgroupinc.com
06066 0:\CAD\Eagle Transfer Files\06066\CAD\06066_finalplat.dwg SHEET 3 OF 3
ROS
Legend: Record of Survey $ Property Boundary Adjustment
0 FOUND 518"MONUMENT.PLS 5617 OR AS SHOWN
O* FOUND 112"NIOFIUMENf,PLS 5617 OR AS SHOWN for
Q SET 518"x24'REB.'1R',^011,31IC CAP'PLS 7880' Oft AW
f S11;T11/2'x}241 iREBAR WiFLASTIG GAP'PLS 7080' WIM
r��� ww �n ��� k3OMDARY LIFE_ ERNO P I Ch AMF-"
k h 01 9 G40kn dAft r W a 3-a-
y a pp
A--- - - - - ORIGINAL LOrLI;`J= roBEADJUSTED C tl Kate Of a Dunt Recorder
ADJUSTED PARCEL LINE ■ � • x ■
- - - - - _ _ — ADJUSIETPARCERTYLLINEJE Being Lot S, lock 1 of Medina Subdivision STATE OFIDAHO)ys
EASEMENT LINE } �y COUNTY OF ADA) /
Situate in he NE1//�T o1f Sectio„1 2 � IPISTRUh�1EPlTNUIr181 R ��? - 15-6 Z1 97 ... _._.
0 40' 80` �,'� �j��q ®�+} ' '+� I HEREBY CERTIFY THAT THIS PLAT WA5 FILED AT THE REQUEST OF���
Township 61 North, Range I West, Boise Meridian,dian, AT MINUTES PAST O'CLQ1 K M. THIS�
SCALE: 1' 40, City of Meridian Ada County, Idaho DAY OF ,A.D.2021, IN141Y OFFICE AND WAS DUTY RECORDED.
DC EX-OF CIO RECORDER
W. OVERLAND ROAD FEE.
PLS 9366
588'43381 180.9 S89'47`20 19.19' ILL EDIBLE CAP
Certificate of Owner
CITY OF MERIDIAN _ � i \ TH15 IS TO CERTIFY THAT HOWEL L RESIDUARY TRUST, IS THE OWNER OF THE PROPERTY DEPICTED ON THIS SURVEY AND
SLCPEICUT EASEMENT SEWER/WATER EASEMENT \
I � I �� � -FRAY fT IS TI-iEl;�INTENTION TO INCLUDE SAID LAND IN THIS PiTOPERT'f BOIJNUgRYADJUSfhIIEP•lT.
- ^ _ _ - - - - _ - - - I I S00°12'44"W 68.04'=_I•- .-j - - - - - - - - -- - - - - - - _ __ — _
I PUBLIC UTILITIES,DRAINAGE J
AND IRRIGATION EASEMENT � i I i � I i HOV)ELL RESIDUARY TRUST
P•W00'0Q`V1 21.67' I I
I 35'LANDSCAPE BUFFER 1— I I I I • fl wt2 ((� HOW E
BY: � S � � ,h�1AA1AG_�� ►-tM.
j I ILLEGI LE GAP j Acknowledgment
j I I STATE OF IDAHO
I I I I j
j PUBLIC UTILITIES, DRAINAGE I I ( I I I I COUNTY OF ADA �
AND IRRIGATIONEASEhr1El'1T
I I I I ON TH!S_&DAY OFF,29?1 BEFORE ME,THE UNDERSIGNS ,A NOTARY PUBLIC IN AND
FOR SAID STATE, PERSONALLY APPEARED KNOWN OR IDEN'r1FIED TO ME
I j j j j I I TO BE THE AUTHORIZED SIGNATORY OF HO'�'fEL RESIDUARY TRUST,-[HAT EXECUTED THE ViITHIN INS Tf UNIEW ON
i j j I I BEHALF OF SAID HO`+WELL RESIDUARY TRUST,AND ACaJOWLEDGED TO ME CHAT SAID HOWELL RESIDUARY TRUST
EX_CUTED THE SAME.
NOT A PART j ,
IAI WITNESS WHEREOF, I ;TAsI_HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS
o I ( I GERTIFICATEFIHSTAUOVEWRIITEN,
o I I �� RESIDING AT
I I I i i I NOTARY P BLIC FO STATE OF� MY C01`41116SION EXPIRES f
`T I PUBLIC U fILI TIES,DRAIN i .i � DRAINAGE .+ +¢
I AND iRRIGATION EASEMENT I I i `` a;4°�•a.� +,
I I I I MEDINA SUBDIVISION j j ETA C'
#
co I
I I I BLOCK 4
+ "
I clr(OF MERIDIAN I I I I 1 Plu°Li�: r
SEVIEWNATER EASEhYIENT Lman
L (BASIS OFBEARING)- - - ._ .._.. .... - - - - - - - - - - - - -PARCEL "C" _ _ _ _ _ {_ - - — __ - - - - - - - - _ _ _ _ -- _- - - - -- - I a._N94 40'44`_ 483.38 — — _ '�' (IOii@iJ . AREA:+l'3,566 SO.r"T. I _I_ _ _ . .r ._ - OQOa E 53.8k .—.— -._-N94'4a00 r ?48.57_�1LL..UI�3LE GAP--- - —t- —
oLu F_ (1.69AC) � � — i - - - � _ — � Reference Survey Table:
I j I I 1
N I I PARCEL LINE BEING ADJUSTED I
I R1. MEDINA SUBDIVISION, BOOK 100 AT PAGE 12`48, INSTR. No. 108001183, ADA COUNTY RECORDS.
I
Survey Narrative:
I I ( I E THIS SURVEY IS L3E1NG PERFORI,1#_D AT THE REQUEST OF cP1C SHIFTS CAR`tJt1SH• THE INTENT IS TO ADJUST THE
I COMMON LOT LINE: Br"_ VJEEN LOTS 2 AND 3, BLOCK 1 OF t,lEr}lAit SUBDIVkSIOlJ. r0UNf11ti10PJIJF�1ENTS
SUBSTANTIALLY FIT RECORD DATA.THE BASIS OF BEARING WAS ESTABLISHED FROM FOUND NIONUNIENTS AT THE
I I I I I I NOW H` EST CORNER OF LOT 3 AW THE NORIHEAST CORNER OF LOT 4.
I i II L _ _ _ _J_ _
3 z l o b I
! F - - - - - - �- - _Certificate 0f Surveyor
1 g I I
NEW PARCEL LINE I �� � hJ 0 T A PART R T j i � I i L DAMES rR.WASHBURN, DO HEREBY CERTIFY THAT I A€•, A_,_,_PROFESSIONAL LAND SURVEYOR, LICENSED BY THE
I I I PROF_
I I I STATE OF IDAHO,AND THAT THIS MAP HAS BEEN PREPARED FROM AN ACTUAL_SURVEY MADE ON THE GROUND
I I j UNDER MY SUPERVISION,AFID THAT THIS MAP IS AN ACCURAf1: REPRESENTATION OF SA10 SURVEY.
�• I h19a`04'00"I 182.55'
LAiVoV�I T H E
I PARCEI, "T I � I I I I I ���� t �- �,Q�t�,�; r_s� �►
`'I I AREA_A:->_-20712 SO,FT. I I I M I j I I f Ivlf' LAND
(048 AC) 80 Fop
2-07-/ G R 0 U P
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E I ROS 48919 I ' I ROSr 8919
f I NOT APART I I NOT A PART L - -1 _J I INDEX No.;314.24-1-a-a-10e-129,18 PN 121098 S€TEE r 1 OF 1
Sheet Notes:
K 0V RL24ND ROAD 9� THE
A. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT 1ir� /
ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION. LAND
B. COORDINATE INSTALLATION OF ELECTRICAL AND IRRIGATION CONDUIT AND GROUP
S89°47'20"E 19.19' SLEEVES WITH RESPECTIVE CONTRACTORS.
o — — — - - - S88°4n8"E 1 80 99j-
- C. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE
OF FOUNDATION, EDGE OF WALLS OR CENTER OF POST.
_ D. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE
i — — — FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S
° wV REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING WITH THE WORK.
I
6 I E. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS OR COLUMNS IT SHALL HAVE
o B AN EXPANSION JOINT.
o6
— — — — — V 0 w u F. PROVIDE JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE
PIRR �� - - - - - - —
�'1 c� R.-W PiR IRR PIRR PIRR PIRR DESIGN AND SHALL NOT VARY FROM PATTERNS AND LOCATIONS SHOWN.
a W CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE
° I o DESIGN.
ICI °
° G. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE
6,_ I SMOOTH AND CONTINUOUS.
° H. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5%. CROSS SLOPE OF
I
r N9000'00"�E '�67' _ SIDEWALKS AND PEDESTRIAN RAMPS SHALL NOT EXCEED 2%. SLOPES WITHIN
I I I � / � I
PEDESTRIAN RAMPS SHALL NOT EXCEED 12:1 SLOPE IN ANY DIRECTION.
�` / / ' • FLATWORK ADJACENT TO THE BUILDING SHALL NOT EXCEED 2.0%CROSS SLOPE OR
107.58' I / / _ _ _ _ HAVE CROSS SLOPE LESS THAN 1.0%.
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W I 10 1 W 1. 02.17.2022 AGENCY COMMENTS
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Project No.: 121098
Date of Issuance: 12-17-2021
Project Milestone: Construction Documents
— — — — — — N90°00'o0"E 182.55' — — — — — — Construction Documents
50
Site Layout Plan
Site Layout Plan 20' 40'
Horizontal Scale: 1" = 20'
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