HomeMy WebLinkAboutREVISIONS 4-17-17 - 17-00187 - Approx 801 W 7th S - Juniper Sands Subdivision Phase 1CONSTRUCTION DRAWINGS FOR:
JUNIPER SANDS SUBDIVISION PHASE 1
(SEC. 36 T. 6 N., R.39 E.B.M.)
REXBURG, IDAHO
INDEX TO PLAN SHEETS
SHEETC1
COVER SHEET
SHEET C2
GENERAL NOTES
SHEET C3
QUALITY CONTROL TESTING
SHEETC4
GENERALLAYOUT
SHEET C5
HORIZONTAL CONTROL
SHEET CB
PLAN & PROFILE -7TH SOUTH, Sta. 1+00 to 5+50
SHEET C7
PLAN & PROFILE -7TH SOUTH, Sta. 5+50 TO 7+50
SHEET C8
PLAN & PROFILE- CORNELISON AVE Sta. 1+00 to 5+50
SHEET C9
PLAN & PROFILE- CORNELISON AVE Sta. 5+50 TO 7+50
SHEET C10 BEST MANAGEMENT PRACTICES
LAND BURVEYING 1 30 SCANNING I DESIGN SURVEYING
CIVIL AND STRUCTURAL ENGINEERING I MATERIALS TESTING
800 W. judicial Street • Blackfoot, Idaho 83221.Office Phone: 208.785.2977 • Fax: 208.785.2990
460 Lincoln Street • American Falls, Idaho 83211.office Phone: 208.226.5764 • Fax: 208.226,5767
985 N Capital Avenue Idaho Falls Idaho 63405 Offlce Ph 208 524 0217 P • 208 524 0229
PROJECT LOCATION
GENERALNOTES
All matedels, workmamMp, and onabucfon of aIle improvements shall mad or exceed the work standards
..u....Hr...w...a r„dh iw Ina CITY OF REXBURG Warier. Sheat, and Swill Departments mabor
or as ed forth INJ whichever is more reslddiw.
The Contractor is cautioned that the testier endler elevation of exis fig Witlee, as shown on these
plans, Is based on records ofthe various utility ompenles and where possible, measurements taken in the
field. The Contrada mud call the local utility lreagon center at ked 40 hors before any exc wafion
to request exact field locations 0 the Wililies.
A Preonstlucliom Conference shell be held a rdMmum d three (3) working days Pala to alar of work.
All Contractors, SuboMredas aaflor Utility OmbadON shall be present.
All Id s m milons and easements are to be taken from the Final Plat of the recorded subdidslon p4s.
The Contractor well maintain all adding dralaim fivAilies will the construdio area wdl the drainage
Improvements we In ph" and hael trg.
All Owimato swork, will the pmjed beundades as nesponside fa omplisno with 0 epplimtle
safety leers or any jurisdictional body ind Wing but not Noted to, barricades, safety dMAJ ontrd or
beffa, exsavdion, trenching shomg, and sewumy within and around Me ondruc0o wee.
Contractors must lurnish prof that all materiels Installed on If project meet the requirements of Note
02 show a the request ofthe agency andlor Engineer.
HARPER-LEAVITT ENGINEERING most giw approwl prior to (a) bulling lrenehas for pipe; (b) pledrg of
aggregate base; (c) pledng of canaete;(d) ploong d asphalt pavement WoA do. whhoul such
approval shall ad relieve IM Contractor from the responaiNlily of Performing the work in an marquees
manner. Contred wakwill nut be secapted by the CITY OF REXBURG withotme apaovd of the Projed
Engineer.
i. Inspection SHALL be onduded by the CITY OF REXBURG, Public Works Inspedw on all work performed
will the Wbre road right al -way. Twenty-four (24) hours notice shall W given prior to any onslaudion
and Inspedion.
Oewkpmental drawings musk be lateral 10 the CITY OF REXBURG PUNIC Works Dept. pdm to find
epproal.
L Only plan We marked-Apaowd far ConslrvWan' $Wt be Used by the proled onlracim(s). Use d wry
plans on the job without the "APpmead for Construdion'stemp shall be grounds for the issuance Of s dap
work oder. Contractor must else melnoln a ad of plans damped with approval by the Department of
EnNronmaMal Cuddy on site.
1. Each CummWa shall be responsible for acquiring any neosseq NPDES Permits, filing my N01's or NOT's, and
preparing a Storm Water Pa0ution Preys don Plan (SWPPP) In soordance will the Envfronmental Protection
Agency. Coated the EPA at 200.378.6776 for the required Informagon. Said permit shall he presented to
the Engineer al least fell (48) hors prior to the beginning d ondmdion.
1. The Comrade shall be respodbk fa keeping roadways 1.9 a W tlew dell construction debris and did
backed In Gem the site.
5. NJ measures possible shed be taken to ensure erosion control with Best Management Practice.
3. Quantities shown are estimates by the Engineer. The Contractor must verity dl quantities_ Iflhembra
large dlsaepaney contact the Engineer.
T. All work mud me at standards set fond by the American Dieabillime Act (ADA),
B. Trench backfill Type 2A Com odion "Vyeler Barging" will net be an acceptable method of bench Noll
compaction.
9. NI order valves, hlov-oris and manholes Wil as pleced o es of to onflid with any oncrem orb. Wswu,
wllay gutter, and sidewalk improvements.
0. Harper -Leavitt Enginedig an&w lrePeda shellrreke periodicvidte ler the prgeti
ed lwco to ensure that
IN elk Improvamenls meat a exceed elaWards and design as per the approved conabvdion dre Ings.
1. To mcdw rind acceptances, Conlradormust submit opy of field plans compete with onstruogon notes
and As -Built Information, comedians. changes, de.
2. COMredwmwthmiSPWCManwl(mrmi diUw)on-enedudrgellpmmsdorebudion. Falurelo
do so may msmt In o ,acceptance of the site by DEC, Engineer, Cony, do.
'3 A opy of the Quality Control Signature sheet (with all applicable signatures) shell be ddiwred to HUE
prbrluthewalk-Ihm.
STREET CONSTRUCTION
1. AIFFCMe�fmM'I(hldpuUldAght-divay stall oolamtothe current a ditiodlhelSPVIC. Noexoptions
to Pricy Standards and the ISPWC will be allowed unless spedfiolly and prevlody approved inwdbg by
the CITY OF REXBURG.
2. No coustradow shall begin before IN Pre-Condmdion meeting, which the Cordmdwr is required to
stand.
3. Earlier, sewer and slam drain manhole sWdures shall be at to spedfed elevation by (heir
rearmal oMredom. All remaining menhde matstlals, drapi orwrde cddam. mo el to onsWct
manhole to firisherl grade In pawners areas shall be furnished by the Conlrscia Ie placement at finished
Wade. For manholes not within pawmenl areas, the manhole rings shell be sat to finished grade by their
respediw wmrede. Comracta shall oMact the CITY OF REXBURG twenty-four (24) (lours pea 10
Poring concrete cutlers.
4. Contractor shall onstmd(hr. and one-half worse(3'12') of asphalt prwmenl thickness at joint
locations fa all pavement mall
5. All relMaced oasde pipe shall confam to ASTM C-76 Specifications for the deal of pipe Indicated. and
shed be Installed watedim.
6. all work will ba Inspected by the CITY OF REXBURG in ecotdence with the latest ediew of the
'CondnKtio Quality Assurance Manuar.
7. Borrow shell be obtained from somas designated or approretl In writing by the Engineer.
0. Clewing and gmbhing shall ondd d lemal all natural and edi0cial obledioneble modules, Underno
dromslanos shell roadways be placed on frozen or objeesomMe material.
9. The subgrade end be excavates end laded to remaw all unewn areas and to secure a uMlam wtlam
true to grade and line. The subgmde material shall Nen be scanned to a depth of eight lahes IS).
aQusled ter within approximately ^ d optimum mdstum omen( and ompaded to IN minimum density
required as slated In ISPWC.
10. All awards used shall be Class 4 and hew a strength of for thousand (400)) PSI in twentl (28)
days. The mix design for tats onader shall be approved by the Engineer. All onade shill be ored by
a liquid membrane -forming curing compound mdllod, unless drarAfse spedfed In wdirg by the Engineer.
11. All road stripping and excess topsoil shell be stokpided of of the dghl-al-way and stored at CalbedC(e
expense.
EASEMENT LINE - -
LEGEND
DESCRIPTION
EXISTING
CENTERLINE
--
RIGHT OF WAY LINE
SANITARY SEWER
EASEMENT LINE - -
- -- ------
CONTOUR
FENCE
—•
WATERLINE
SANITARY SEWER
---e
SEWER�-
STORM SEWER
POWER LINE
am -
GAS LINE--
CABLELINE
`"-'-
TELEPHONE LINE
SANITARY MANHOLE
STORM MANHOLE
CATCH BASIN
FIRE HYDRANT
WATER VALVE
POWER POLE
STREETLIGHT
TELEPHONE PEDESTAL
SIGN
TREE
WATER SERVICE
8ANIATRY SERVICE
DEVELOPER
1 ST WESTERN(BRON LEATHAM)
318 N. 1ST. WEST
REXBURG. ID 83140
PHONE: (XII)227-8303
INTERMOUNDAN GAS COMPANY
PHILLIPCOLBORN
12584 VEST TYHEE
POCATELLO, IDAHO 83M
(208) 637
IDAHO POWER
WENDYHAMMOND
REXBURG, IDAHO 83NI
(208)23&7848
(20a) Set 3060
CENTURY LINK
DANAFAIRCHILD
830 WEST CENTER
POCATFILO. IDAHO 53305
(208)234x075
PROPOSED
CONTACTS
REXBURG PUBLIC WORKS
KEITH DAVIDSON
35 N 1STE
REXBURG. IDAHO W221
(208)359-W20
REXBURG WATER DEPARTMENT
CHUCKVELMAN
REXBURG, IDAHO 83221
DOE)7j6-i344
REXBURG SEWER DEPARTMENT
DONNAARCHIBALD
525 N 5TH W
REXBURG, IDAHO 83221
Own, 359.3035
�3}
CIVILENGINEER
HARPER-LEAWTT ENGINEERING, INC.
LUKEJOLLEY.P.E.
800 NEST JUDICIAL
REXBURG, IDAHO 83221
(2081705-2971
REXBURG STREET DEPARTMENT
BILLBLNR
425N STH W
REXBURG, IDAHO W221
(200)358-3X20
CABLEONE
HEINZ SHREIER
20th 580.2401
10
NLEINDPEGTCW CrIn W9PEGlOW
STORM SYSTEM TESTING P9ao axcr D". mm
1. Approval of alcmklne bedding material am placemen per ISPM
Section M.
2. Inspect pipe to writ' that type. dass. and lNCkceaa am utlbrm
as per plane.
3. Approval of shamans placement and venOweron of is' Sarmatian
from ell podDb waleams.
4. provide papa campoeton a sounder, tr poll Test Compadion
of 9nM every 1.5 feet. Mind bandiention led-Imananls established
In ISPWC arms. 309.
5, provide proper compedon arwrd all storm drains and manholes.
Meet Lompadion raquimment eMlabtabed In ISPWC Section 3%.
6. PropedY Plan nmatMk pmutlrq aro.d al plpirp ond/erolher __
odds In mien basins and manholes per ISPWC Sedbn 502.
1. Provide coTk4eto calla!, around all manelas Corea, alb.
shat wrtaln pother relnlureemenl and conform to ISPWC standard!
erewtrg So Mia.
S. clean out all manllales and tuen storm linos to prorMe a debris
(re, storuinkin system.
ROADWAY TESTING
1. Approval adamant, and growing, native material. Cerny
removal of all aganks.
2. Approval of wbgred. maledala.S.dyamcomps" em-
grede o meet.mpadbn requirements per governing
apedaaims C.... hired, Goal repod.ISPWc, eta)
3. Approval of sutrWse matedels(pit had, Lin placement not to
exceed 9'. Provide targeted camprstion to meet resettlement
pergovemrg speanraeions (i.e. wn0aa. Ga01esT regal,
IsPVJC. etc)
4. Approval of aggregate base materials (14' eua n, Lin
ple.mr,nl nal to ex.ed W. provide sufficient campaccun to
meet rewiremenls per governing spedfi.tms (Ione. cmlred.
GeoteA report. ISPwc. ate.)
5. Apply asphall Isel MI on canted sudams of haroverse am
.Id KKplludlnel ].are,
6. Approval of asphalt Ascemml. Asphalt mal neat at mn.
lindrem regaremenls after.mpadlon. Protide saerclent
canpadlon to meet mWirements per governnsp spedLeations
Lc contrail. GmAlich ream. ISPWC, etc.)
NLEINSPECTOW CI11FIN,PECTOW
FREE. ^€c, PATE E91E
CONCRETE TESTING
I. Approval of aggregate bele,.mp m. and mbar Plaremeal
Lot to body, of Gmaae.
2. use a impmsi. beftnamaledal in sidewalk, slabs, and other
Items es required pa ISPWC Seca. 103.
3. Provide Wdpm surfacing. edging, am small" Is as deserted
by ISPWC Sedions 103 em 105.
4. Coa/ae leaning for slump, or emrainmenl, am.mpresdve
Minister shall Do pedormeal for meth ..to such. goon
caro,sidewalk. dabs. ooekrps, walls, etc.). TMdingsegared
every 100 w. yd. Inner InGWduel.lemar day per ISPWC
Son lon 103.
LLEMBPEG1d11 CIT/INSPECTOW
111EG11E. VAIE PATE
NOTES:
1. Quality control testing must be performed to ensure that all construction methods and materials
are in accordance with ISPWC standards.
2. The testing also aids the Project Engineer and appropriate governing body (i.e. city, county, etc.) in the
process of certification and final acceptance of the development.
3. Completion of this form will signify the preliminary acceptance by the Project Engineer and recommendation of
the proposed development for final approval.. Ultimately, final approval is at the discretion of the governing
body of the proposed development (i.e. city, county, etc.)
4. Failure to perform required testing and/or to receive Initialization from Project Engineer will result in non
acceptance of the the development.
5. Contractor assumes responsibility to contact Project Engineer 24 hours prior to required testing. Should
scheduling conflicts edge due to failure to provide sufficient notice, said Contractor must reschedule as his/her
own cost.
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ALL EMITING UTIM LGGTIQNS
BEST MANAGEMENT PRACTICES NOTES
1. This plan should be revised and updated to address changes In site conditions, new or revised
government regulations, and additional on -Site storm water pollution. Additional erosion control
measures may be required. -
2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form.
3. Current versions of the SWPPP, the NOl, and the NOC will be kept on site for the duration of the
project. These Items will be available for the use of all operators and site personal Involved with
erosion and sediment controls, and be available to EPA visiting the site. A notice will be posted
near the construction enhance during construction, containing the SWPPP, the NOI and the NOC.
4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers
as needed on dry areas of the site.
5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation
controls and for ensuring the SWPPP Is implemented.
S. Prior to beginning earth -moving activities, including clearing and grubbing, all clearing limits,
easements, setbacks, sensitive areas and their buffers will be dearly marked to prevent
environmental damage both on and off the site.
7. If sediment is accidentally transported on to the street it will be removed from the street surface on
a daily basis.
B. All off-site construction shall be stabilized at the end of the working day.
9. All waste material will be collected and stored In a securely lidded dumpster. The dumpster will meet
all local and state solid water management regulations.
10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste
will be collected regularly for the portable units by an approved Sanitary waste management contractor.
if. All exposed soils will be stabilized with vegetation or covered no more than 14 days alter the
construction activity In that portion of the site has temporarily or permanently ceased.
12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the
contamination of storm water with sediment.
13. The contractor shall be responsible for adjusting the erosion Control measure; due to grade changes
during the development of the project.
14. Maintain on the site or have readily available Sufficient oil and grease absorbing materials to contain
and clean up fuel or chemical spills and leaks.
15. Adequate energy dissipation, erosion control, and soll stabilization measures will be provided for all
point Source discharges of storm water, Including ninon discharges and outlets for onsite discharges.
10. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the
velocity of runoff and enhance paNde sealing.
17. Consistent with the general permit requirements, all potential pollutants other than sediment will be
handled and disposed of in a manner (hat does not affect Contamination of stormwater.
t B. Materials used during construction with the potential to Impact storm water, will be stored, managed,
used, and disposed of in a manner that minimizes the potential for releases to the environment and
especially in the storm water.
19. If a spill of pollutants threatens storm Water at the site, the spill response procedures must be
Implemented in a Unsay manner to prevent the release of pollutants.
20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired
as needed to assure Continued performance of their Intended use.
21. Al temporary erosion Control and Sediment Control BMPs will be removed within 30 days after final
------she-stabllizationis achieved or after the temporary BMPs are no longer needed.
22. Regardless of recommended maintenance schedule, all Control measures and inspections shall be
performed within 24 hours fallowing any storm of 0.5 Inches or greater. An Inspection (epod shall
be kept at all times and should be retained for at least three (3) years Rom the date the site Is stabilized.
23. All contractors providing Services on the project which may cause storm water pollution will be given
a Copy of the SWPPP and appropriate training regarding starmwaler pollution prevention.
I
REXBURG
LDS CHUR(
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JUNIPER SANDS
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CITY OF REXBURG, MADISON COUNTY, IDAHO.
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RN.%1T M MY LAVE
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LEGAL DESCRIPTION
PMT OF ME NE1/4 NEI/4 OF SECTION J6, TOW P 6 NORRI,
PAE/GE 59 FAST, B.N., A M£ CNY OF RD 64M AHOISON COUNTY.
KW/O OESCRIRED AS.
CL^NNEAYINO AT ME NORMFAST CMNER OF SAO SECTPoN 36,
MENCE S 89'4618' W TWAT FEET ALONG WE AGRM LAE OF
SVD SECDMC MENCE S 0022'00' E JEW FEET TO ME
SONNERLY R OF MY W' 2M SOUM ANO ME POLM OF
MWMW TNEIME S 89'4618" W 1600 fEET ALONG 540 fi J OF
My. MENCE $ W22W' C292.00 FEE/ A MC ME WLST LAE OF
MED INSMUNEIVT NO. 287023, MEA N 89'46'28' E 19141 FEET
KONG ME Sp//N LME M SNO OFID ASIRUMENf N ME
NORTNISESRRLY R OF WAY OFIW W/AAV PACIFICR48AG .
MENCE $ JO'M'OB' W 1W.06 FEET ALOW SAG RXAT OF WAY TO
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89'49'19' W 522.M fEET ALONG 540 NORM UM TO W EAST
UNE OF MED A5IRUNENT WM77W,MEAYE N 0021'56' W
54650 FEET ALONG 640 EAST LME MENCE N 88,4618' E 161.50
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JUNIPER SANDS
I SEC. 36, T. 6 N., A 39 E. B.M.I
2
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LEGAL DESCRIPTION
PMT OF ME NE1/4 NEI/4 OF SECTION J6, TOW P 6 NORRI,
PAE/GE 59 FAST, B.N., A M£ CNY OF RD 64M AHOISON COUNTY.
KW/O OESCRIRED AS.
CL^NNEAYINO AT ME NORMFAST CMNER OF SAO SECTPoN 36,
MENCE S 89'4618' W TWAT FEET ALONG WE AGRM LAE OF
SVD SECDMC MENCE S 0022'00' E JEW FEET TO ME
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MWMW TNEIME S 89'4618" W 1600 fEET ALONG 540 fi J OF
My. MENCE $ W22W' C292.00 FEE/ A MC ME WLST LAE OF
MED INSMUNEIVT NO. 287023, MEA N 89'46'28' E 19141 FEET
KONG ME Sp//N LME M SNO OFID ASIRUMENf N ME
NORTNISESRRLY R OF WAY OFIW W/AAV PACIFICR48AG .
MENCE $ JO'M'OB' W 1W.06 FEET ALOW SAG RXAT OF WAY TO
ME AYAPM LINE OF MED ASTROIIIENT NO.J ,#M,' MENM S
89'49'19' W 522.M fEET ALONG 540 NORM UM TO W EAST
UNE OF MED A5IRUNENT WM77W,MEAYE N 0021'56' W
54650 FEET ALONG 640 EAST LME MENCE N 88,4618' E 161.50
FEET,.' THENCE N MYRI S8' W ]]100 FEET TO ME NGPM LINE OF
S4D SECM2N J6,' MENCE N 89'4618' E 570.42 FEET ALONG SVD
SE'CTXA LAE TO ME PORT OF BEOINNAG.
JUNIPER SANDS
I SEC. 36, T. 6 N., A 39 E. B.M.I
2
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0.19ACRES
INSTRUMENT #324693
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SCALE: NTS
25N
J5 I PLSS LO%JER LONTRM
PLACED 5/8= X 24' LRON ROO IfIV
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EASE NEM
RA/L.RON AND N/GNWAY
RN.%1T M MY LAVE
POB. PORT OF L2ECAWAG
LEGAL DESCRIPTION
PMT OF ME NE1/4 NEI/4 OF SECTION J6, TOW P 6 NORRI,
PAE/GE 59 FAST, B.N., A M£ CNY OF RD 64M AHOISON COUNTY.
KW/O OESCRIRED AS.
CL^NNEAYINO AT ME NORMFAST CMNER OF SAO SECTPoN 36,
MENCE S 89'4618' W TWAT FEET ALONG WE AGRM LAE OF
SVD SECDMC MENCE S 0022'00' E JEW FEET TO ME
SONNERLY R OF MY W' 2M SOUM ANO ME POLM OF
MWMW TNEIME S 89'4618" W 1600 fEET ALONG 540 fi J OF
My. MENCE $ W22W' C292.00 FEE/ A MC ME WLST LAE OF
MED INSMUNEIVT NO. 287023, MEA N 89'46'28' E 19141 FEET
KONG ME Sp//N LME M SNO OFID ASIRUMENf N ME
NORTNISESRRLY R OF WAY OFIW W/AAV PACIFICR48AG .
MENCE $ JO'M'OB' W 1W.06 FEET ALOW SAG RXAT OF WAY TO
ME AYAPM LINE OF MED ASTROIIIENT NO.J ,#M,' MENM S
89'49'19' W 522.M fEET ALONG 540 NORM UM TO W EAST
UNE OF MED A5IRUNENT WM77W,MEAYE N 0021'56' W
54650 FEET ALONG 640 EAST LME MENCE N 88,4618' E 161.50
FEET,.' THENCE N MYRI S8' W ]]100 FEET TO ME NGPM LINE OF
S4D SECM2N J6,' MENCE N 89'4618' E 570.42 FEET ALONG SVD
SE'CTXA LAE TO ME PORT OF BEOINNAG.
JUNIPER SANDS
I SEC. 36, T. 6 N., A 39 E. B.M.I
2
JUNIPER SANDS
PART OF THE NE 1/4 OF THE NE 1/4 OF
SECTION 36, TOWNSHIP 6 NORTH, RANGE 39 E.B.M.
CITY OF REXBURG, MADISON COUNTY, IDAHO
LEGAL DESCRIPTION
PART OF THE NEl/4 NEI/4 OF SECTION M,, TOWNSHIP 6 NORTH, R E 39 EASE BY.
IN THE CITY OF REXBURG. MADISON COUNTY, LQM0 DESCRIBED AS
COMMENCING AT THE NORMEAST CORNER OF SAID SECTION 36,THENCE S 894628' W
1707.93 FEET ALONG ME NORTH LINE OF SAID SECTION, W£NCE S 0021100' E 32.00
FEET TO THE SOUMERLY RIGHT OF WAY OF IM SOUTH AND WE POINT OF BEGINNING,'
MENCE S 89'4628' W IBM FEET ALONG SAID RIGHT OF WAY,' MENCE S 00'22'00' E
292 TV FEET ALONG WE WEST UNE OF DEED INSTRUMENT NO. 287023; MENGE
N 89'46'28" E 193.41 FEET ALOWG ME SOUR LINE OF BAD? DEED INSTRUMENT TO ME
NORTHWESTERLY RIGHT DF WAY OF ME UNION PACYFTC RAILROAD,' THENCE S 30'0808' W
115306 FEET ALONG SAID RICHT OF WAY TO ME NORTH UNE OF )CED INSTRUMENT
W..32469J THENCE S 89'49'19' W 522011 FEET ALONG SAID NORM LINE TO WE EASE
LINE OF DEED INSTRUMENT W..327MT THENCE N 0071'56' W 54550 FEET ALONG SAID
FAST LINE,' THENCE N 89'4628' E 351.50 FEET,' MENCE Al 00'21'58' W 77300 FEET TO
WE NORM UNE OF SAID SEDDON 36,THENCE N 89'4628' E 570.42 FEET ALONG SAID
SECTION UNE TO WE POINT OF BEGINNING.
PARCEL CONTAINS 18.99 ACRES.
CITY'S ACCEPTANCE
ME FOREGOING PUT WAS DULY ACCEPTED AND APPROVED BY WE CITY OF REXBURG, IDAHO
BY RESOUGVN ADOPTED MIS _ RAY OF . 201_.
MAYOR
CITY ENGINEER
PLANNING AND ZONING
TREASURERS CERTIFICATE
1, ME UNDERSIGNED COUNTY MEASURER IN AND FOR THE
COUNTY OF MAO/SON, STATE OF /LITHO, PER ME REOUIREMEMS
OF SECTION 50-1308 OF ME IDAHO CODE DO HEREBY CERRFY
RMT ALL COUNTY PROPERTY TAXES WE FOR ME PROPERTY
INCLUDED IN THIS PROJECT ARE CURRENT:
LATE__—_—
MADISON COUNTY ME451,RER
RECORDERS CERTIFICATE
l HEREBY CERTIFY THAT ME FOREGOING PUT OF JUNIPER SANDS, WAS
FILED IN ME OFFICE OF WE RECORDER OF WOISON COUNTY, IONTO ON
ME __DAY OF 101__ AT __—__ AND
RECORDED AS INSMU446NT NO.___
MADISON COUNTY RECORDER
HEALTH DEPARTMENT
CERTIFICATE OF APPROVAL
SANITARY RESTRICTIONS AS REWIRED BY IDAHO CODE, RILE 50, CH4PTER
13 HAVE BEEN SATISFIED BASED ON OEPARWENT OF ENNRWMEWAL
DUALITY REAEW AND APPROVAL FOR WE DESIGN PLANS AND
SPECIF/CATIWS AND WE CW&ROMS IMPOSED ON WE DEVELOPER FOR
CONTINUED SARSFACRON OF SANITARY RESTRICTIONS WATER AND SEWER
LINES HAVE BEEN COMPLETED ANO SERWCES CERTIFIED AS AVAILABLE.
SANITARY RESMICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION
50-1326, IDAHO CODE, BY M£ ISSUANCE OF A CERTIRCATE OF
DISAPPROVAL.
DATE
HEALTH 0/SIRICT SIGNATURE
FL00D PLAIN DESIGNATION
ZONE X PER COMMVNITY-PANEL NUMBER 1606500020 D WITH
AN EFFECTIVE DATE OF JUNE J 1991.
DRINKING WATER CERTIFICATE
PURSUANT TO I.C. 9 50-ITT4, WE, WE OWNERS CERTIFY PVT THE
LOTS SHOWN ON MIS PLAT ARE ELIGIBLE TO RECEIVE WATER FROM
ME CRY OF REXBURG MUNICIPAL WATER SYSTEM ANO SAID CITY ALS
AGREED IN WRITING TO PROAOE CULINARY WATER SERWCE TO SAID
LOU
IN WIWESS WHEREOF, I HAVE HEREUNTO SET MY SIGNATURE THIS
BAY OF , 101_
MOO CORNMWH - WIAGING MEMBER
HIGH COUNTY SECURRES LLC
IRRIGATION CERTIFICATE
WATER RIGHTS AND ASSESSMENT ORLI04DON5 ARE NOT
APPURTENANT M WE TANGS INCLUDED WITHIN MIS PLAT:
LOU WIM/N MIS SUROMSION WILL HOT RECEIVE A
WATER RICH
OWNERS DEDICATION
KNOW AL1 MCN BY THESE PRESENTS THAT THE UNDERSIGNED HIGH COUNTY SECURITIES UG
AN 1OAHO LIMITED LNBIUTY COMPANY IS THE LAWFUL OWNER OF ME MOT OF LAND INCLUDED
WITHIN THE BOW NRY DESCRIPTION SHOWN HEREON AND HAS CAUSED THE SAME M BE PLATTED
ANO OMOEO IMO BLOCKS, LOTS AND SMEM, WHICH PLAT SHALL HEREVTER BE KNOWN AS
JUNIPER SANDS, AN ADDITION TO WE CITY OF REXBURG, MAOISON COUNTY, IDAHO.
BE AT FURTHER KNOWN, THAT IT DOES HEREBY DEDICATE CRANE AND CONVEY TO ME PUBLIC, ALL
SHEETS AND RICHT-OF-WAYS SHOWN HEREON, TENT IT ALSO GRANTS AND CONVEYS TO WE CID'
OF REXBURG ALL EASEMENTS SHOWN ON WE PUT AND MAT IT HEREBY WARRANTS AND SHALL
DEFEND SUCH DEOICATTON AND CONVEYANCES IN WE DUI£T AND PEACENL POSSESSION OF WE
PUBLIC OR ME CITY OF REXBURG, AS ME CASE MAY BE, AGA/NST SAID OWNER AND MSIR HEIRS
AND ASSIGN£ AND AGAINST FVERY PERSON WHOMSOEVER WHO LAWFULLY HOLDS OR WHO LATER
CLAIMS TO HAVE LAWFULLY HEW ANY RIGHTS IN SAID ESTATE AS OF WE DATE HEREOF.
OWNER, AND THEIR HEIRS AND ASSIGNS, AGREE MEY WILL CONSTRUCT NO PERMANENT
STRUCTURE WITHIN OR UPON ANY PUBLIC UNLRY EASEMENT SHOWN HEREON, AND WE CITY OF
REXBURG AND ITS SUCCESSORS, ASSIGNS OR PERMIMa SHALL ALSO HAVE ME RIGHT, AT ME
OWNERS OR MSIR HEIRS; SUCCESSORS' OR ASSIGNS' EXPENSE, TO REMOVE, CUT OR MlM ANY
TREES BRUSH, ORNAMENTAL SHRUBBERY OR PLANT WHICH MAY INJURE OR INTERFERE WIM WE
USE MEREOF FOR ITS INIENOED PURPOSES.
IN WIMESS WHEREOF, I HAV£ HEREUNTO SET MY SIGNATURE MIS ___MY OF
201_ .
TODD CORNELISON - MANAGING MEMBER
HIGH COUNTY SECURITIES LLC
ACKNOWLEDGEMENT
STATE OF f
SS.
COUNTY OF T
ON MIS __DAY OF _____20 _, BEFORE ME ME UNDERSIGNED, A NOTARY
PUBLIC IN AND FOR SAID STATE, PERSON4ZLY APPEARED TODD CORNELISON KNOWN OR IDENTIFIED TO
ME, TO BE A MANAGING MEMBER OF HIGH COUNTRY SECURITIES LLC, WHO SUBSCRIBED SAID UCS
NAME TO WE FOREGOING OWNER'S DEDICATION AND WE DRINKING WATER SISLEY CERTIFICATE AND
ACAINOWLFOGED TO ME THAT HE EXECUTE) WE SAME IN SAID UCS NAME AND AS A PERSON
AUTHORIZED TO MND SAID LLC.
IN WTMESS WHEREOF, / HAVE HEREUNTO SET MY HAND AND AFTTXEO MY OFFTCW. SEAL ME 04Y AND
ME YEAR IN MI5 CERTTFICATE FIRST ABOVE WRITTEN.
NOTARY PUBLIC FOR WE STATE OF
RL3/0/NG AT.-
"MISSION
nCOMMISSION FXPRARON HTE.'
SURVEYORS APPROVAL
I CERTIFY P{4T I HAVE EXAM/NEO MIS PLAT AND FTN) MAT IT
COMPLIES WITH SECTION 50-1305 OF WE /ONTO CODE
)ATF' —_—
EXAMINING SURVEYOR, P.L.S. NO. __
SURVEYOR'S CERTIFICATE
I,BRYCE 0. ✓OGLE✓, A LICENSED PROFESSIONAL LAND SURVEMR IN AND FOR
ME STATE OF /OHIO W HEREBY CERTIFY THAT WE SURVEY OF MIS
SUBDMSION, OESIGNATFO AS JUNIPER SANOS; WAS WOE UNDER MY
DIRECTION, ANO M4T SATO SUBONIS,ON IS TRULY AND CORRECTLY STAKED
AS PRONDEO BY LAW AND IN ACCORDANCE WITH ME ACCOMPANYING PLAT
AS DESCRIBED HEREON.
P.L.S. 5360