20240823Attachment C.pdf

CURVE TABLE
1 3->:1 PER V V ®OD CROSSING G SUB � VI`SION Line No. LINE SABLE Distant
DIVISION NO. 3 L1 544"51*2" 2JL?
Curve No. Delta Radius An L2 N4*W5M 912 P'
CI 01°lifl0' 4220.00'W 9os4• C.L.ROAD CHORDS L3 SOMOS58"E 20-W
01.0 1- ,22D.ar 9436 JEFFERSON COUNTY IDAHO L4 N49.3754"W 28.1IV
C3 01"01.11" 4_OW 96.9T '1 Line NO. Bearing Distance LS S39°1911'W 27.87'
Ci 0I'WOO' 4=0.00' 73.3ar6F LOCATED IN THE SE I/4 OF SECTION 36,T4N R38E,B.M. C66 NOrIl'43"W 2d.go' L6 N45-0"5lrW' 65.W
CS 01"00'00" J_''0.00' �J.6r NOTES: C71 N°5°4D'.1±"W 1311.8R' L7 NgrSI'02'E 20.0°•
C6 n0^Ifi'IS' T_20.ar ±OAS' NOTE I:This Subdivison falls onside the 500 flood Plain as C72 NOl°192g"E 357.3?' 1.8 N3wi5'S9"E 21.29,
L7 19"00'00' 4250.Oo' 14093. year (7t1 NO0"33V2"W 4R7,4R' L9 N18.180I'W ?9.01'
Ce at"10'n0• 42Aa.ar $7.15' FIRMMop No.1605TC0375 B. CR8 NOl'I1'S8'E 197.2J' LIO S89.29'I4.1V 9.01,
C9 DI°Isgp- 4'_90.Oo' 9335' NOTE 2:The Basis of Bearing wm obtained from Idaho Tmnspunation
ncs-ol RecoNMS-e I C92 N04°4425'E 1±521' LII 589`29'16'W 30.18'
CIO 01"1604' 42R0.00' IV NOT y ttai,Sula i,ion 89,o C41 N93^_I'Sg'E 19TIT Ll2 N69°31'S2•E 30.00'
C11 !00°I6'04' 42PO.ar 20A0 NOTE 3:The im.ded use of this SttMliaisi,m is for Hesidmtial Single C33 NR2'JI'S8'E 1R8.ifi' L13 N36'S92U'w 27.31'
CR 017V00' 42R(1,00' 112.05' ramil)Dwelling Units. C32 siRA"7811Z"E 658.U9
CIS 01'±5'S3' J280.ar 106.92' NOTE4:All lotsmbexrved by Cemral W.c,-dSew. r""i 1 - - Lli N52°33'09"E 29.W
C27 NJrl 1'30"E ±27.SS' LIS N89°51'02'E W.ar
CI4 01.15'00" 4280.00 93 tB -_-- - _ f I_" t C4R N°2`4k)0•'ty 4±6.93' L16 N89'°JI'SYE 20.00
C75 01°IV00" 428aA9 37.15' _ t C56 N?2°21.03•E 114.60
C16 01'woo' 42" 74.70 L17 S37°3621•W 27.79'
1 C57 N6,21t12"E IId,gO
c17 %'01.15- Iw9.o2• la6.o� BOUNDARY DESCRIPTION �,� LIB S52.16ro6•E 28.62•
A Parcel of lam)Situated in Jeff-,C' Slmcof Idaho.I-W.i 4 Numb,RIm 38 F n ofthe Boise 4.' C7 S89.33'02"E 1402.90 L14 Naa-OrSP'W 10.52'
CIS 08.54'W" 1039.02' 161A2' n"'ay' P - - ) cis NW36UM3V 161 fy
C19 04030*00" 1069-02, 33.W M.idian.Section 36.Mors Pankularl)Described as F.Reays:Beginning at the Southexa C'stmer of Section L20 NOVOMSS'W IO.W
C20 W-24'04' 106u.02' ffi.12 36.Township 4 Noah.Range 38 East.B.M. _ woos.*_ _ .-j•• C23 NW°36'°0'LV 161.25' L21 mtr o$rss.W I0,80
C'1 04"50'al' Itl(N.02' 85.12' Thence NOD°0359'W along the Fast line of Senior 36 fo a Distance of 1555.60 fen o the True Poim of /-
a2 w'oi•IN^ 1009.0±• 71 bt. Beginning , SURVEYOR LAND DEVELOPER
C73 ,6 14•W^ 1039,02 161 A2' Thence Sg9'±91 S•W for a IYL--e 91 195.00 f t: '/' 9 Kevin L.Thompson,P.L.S. it.B-
C24 u6"I5'1 r I069.02 116.70, Theme Sa0"ORSR'E f a Dismrce of 215_50 feel to Ilse Northwest Corner of Lot 1.Black 5 of y/''� �� 215 ranuwonh W'ay 3S94 East 2W NotA
C 2 5 2vWOv I SO.ar Peppmrod Gosling SuWa istoa Divis4m No.I,Jeff on Cuuntp.Iddo.62.93' ?i'
Rigby.ID.83442 Rigby,East
83442
0O.N
C_6 1P°40 2
56• 180.00' 53.69, Thence S89"9 ab 19•W ng the N-h Li-of said Suhdisisinn for a Distance of 17811.82 fah m llle "•'---- -- - '"-- -_""--i',• (108)74W"l 1?09)145-7979
C27 46°4U56" 150,00' 23935, Northwest Comer ofPcpperwwd Crossing Subdivision Divimn No.2: )
C28 nl`32'4V 120M. 191.7T Project).tc:alion
C29 07"OS'IO^ 120-W 14.11. I Qaler($S•W' forao36. of1321.62 fcctmlhe NonAline ofdc•Nonh HanlN i)of[hc South 1
C30 al"56'01r^ Fast Qtuner lSE'/.)af section 36.
67o.ar 9oA9 WATER RIGHTS STATEMENT
C31 (W36'00' 2670.ar 27.96• r-t Li a of S l'S2"E along said North Line of id Nnvlh Half IN%)i r a Uemrce of 7963.67 fah to the
East Line of Section 36:
Cl2 14"fq'00' '700,ar 659.IT - Cmm�y Lax Read ._I Water righm and assrssmem obligations ray n
C73 M`W'00' ±?09'W.00` IS830' TI ce S00°08'3rE along said Lass line f a Distance of 1084.60 fah to the True Pxim of Beginning, 1- -._., ga iota are apsa mart to the lands inclWee
Containing 58.58 Acres More or Less. � eo�'�'wt5� within this plaL
l74 01°35'00' 2130.ar 75.44' S-
C35 01°55.00• 2730.110' 91,32'
L:w (10-5111" 2TJo.ar 20.W VICINITY MAP
C37 Ol°soao• 2rO.ar 873s' (NO Scale) RECORDER'S CERTIFICATE
Leg 01'a6'5R- 273a.ar 77.ar PUBLIC UTILITY EASEMENT NOTE
C39 02"5T44' 273U.ar 14121• I Hereby Certif ten the Forgoing Pen or,he PEPPERWOOD CROSSING
C40 w°hoar I9MW N3.65' Unties shall have hcri Ito innau.maintain amo aefie e y TREASURER'S AND ASSESSORS CERTIFICATE
C41 05.40Y10• 200D.00 147 Say within
per quipmrnt above awl may cce and all I'm! ISION. Divistm No.J. Jeff Cdlnly. ffic- was Filed
G2 0?'^_0'00• 2030.ar 82.6T deerrelated prtoi inwithinthe ices within C•ern¢ he1identified on Wthispadmap may Ise necessaryo fw '8 n 1h off� of ate Recorder for Jefferson Coemn ,m
dcsin a in h 11-iling wilily the
within adwi1119l,the ids ide into heftsdi including dtc rightm we,the Uingresicd County Treasurerper the
Counry Asses a C flare County li Jefferson, Stale of 'hi, Day of�2007.a1 1n•7C
C44 01'0V0°' 4631.54• $4.14' s msuch fxililie Gael the right oreyuir<tsmnvxl of any oMtrtx7kminclurling stnNturew bars and IdaM,hoving reviewed this Plots Per the Requirements of Idaho Cale S(a130JC do Hereby Cerlif that all 'tt4h_-.3�
C43 01`0227' 4631-14' 200t, xs etelion Ilut ma be placed within the PIJG The utility ma the Id owner to remove all Nnctures C uray lases far ale Pm ny shown and described on IN,Plat as being S)div'nle 1.am Current. �J 1 �A Cd5 ar'14.31' i67134' _DAI' .it > P ac y requirepe rg.u { `(
C46 0"743' 4631 N' 77.76' .it in the PLIE al the Id mtnets apnue.AI nu tine may any Ill,
R)cm th u t us,be Phased x ithin the Iminrm a,Number:
C47 a0'JT.r g631 S1' 36.9K PUE or any other obstruction which iderfem with the use of the Pl1E without ate prhx wrinen approval - $g 33�tna "�'���..��tL�/11 // p
C48 OS°19'04• 4601.54: 417.08' or list radities with facilities in the PILE. .leJ.� 43At r)RI'O4N3/F]+Jn00 IDPQ�S.>7&4&Ll Q�'aj7 JeBe-Caamry itexdrr.� nZ.
C49 01"±6'39' 4571.SJ' 1 I533' idle n County Ass. Parcel Number Comes Trcasvrcr Da1c
C30 01`0731 4571.54' 93.(12'
C51 OWIS'03• 4571 v -0.01, HEALTH DEPARTMENTCERTIFICATE
Cs2 OVOTOO• 4571.54' 79.79 OWNER'S CERTIFICATE COUNTY APPROVAL
C34 10°50'00• 4120"• 66.J9 71.11C.
etY Certify Ihot Jte Sanitary ResVicuom R,11hel by Idaho C,elc Title 11.Cl,,,-11.bass ham Visfed The ForegoingFinal Plan was Duly Ace
C55 11.11 . 120.00' _%55' 111.11.l�m the DEQ 4Ppmvnl of the deign Plmw and spe.f tire and the conditions impoeed am the deselnp.far egcd and AP W by lefkrson
CSS PO°OODO' I±0.00' 16755' .maasod saw ion ofmnimryrenral-Buyer ucmaLme flawtherinc olfhu approval,nu dunking wm. KNOWN ALL A4F.N flV THESE PRESENFS:11W I Ilte uaA»igra 1,:ore the Ow7mr ml'the Tract of County.Olahu,by Rasolwirat.4doq d Ihis r)Day of
C56 44"W5r 1.10.00• I I7.8I' ur xew..'.ep1ic facslain w.e coe4mctd.Bwldmg cvn tmninn can be al4wved wish aPmnPdntc buadw is Laad Included within the Boundary Description Shown Hereon and lane catered s,same m be Planed ts.d✓ _(t�
C57 JS°00'00' I50.00, 117Ji1' irdnakmt ureter or x..a.facial-have since here cuss-,al or,f,h,dcvca, g N 1 into Blacks.Lots,and Streets Io lc hercafer known.be PEPPERWOOD CROSSING SUBDIVISION, n �}-
pc:di stm.f DEudv,:cam atng Division No.3.Jefferson Counry.Idaho:red 1 do hereby dedicate to lhe Public all streets and
C38 li'OVIq' ISO 43.95 0atsc ri ow are.If des skvekp.fails a canter fide Ti..roch the oho coon sonu,.f DER mnn omeas Ri .f--W' h heremn.Tc Easena7tts,lawn hereon me net dedicwed to the blic but the ri•1R
C60 09°0920' 1N.00 25.76 .17.1y om ve in fmx,in acca,l doow h Idaho Code Title 50,Chou.l7,section and mcxmtnxnrn gM aysass own pu b many
mrsatoner Chairman
C61 A9'41'12' 2a.ar 3131' ofany building nr ahei:n rcquinng dr:nk:ng svm.mava.'sciaie facilid.Shallbe alkw.cd t91e5e said fuumcnts arc herclw perlctwlly rexevd Wr Public Utilifioorfxam nOter uv:dus r, ed 9n
C61 SD`00.00• 60.017 S236' the Pau.1 ales Ceniry ate the Lots Shown nn this Ptz will lc Screed by a Central Wm.S)stam.
C62 .2°001)0" ,-W0W0, 73A0 /
C64 29w9v4• SOZ 30AS �J ,M1 _ n og
In W;ttwxs Wh¢rcpf dte Undersigned Have only Signed this Crnifeme this_9 ra' Day M PLANNING AND ZONING COMMISSION C64 23°0920" IAO.ar T±.75' -J/j-(/i�rti/t CJr••F•vi-II(
C65 W 4516- 2000.W ±RJaY r E.H.S.No.242 oat SRP ra.,•61r/t .:OIJ$ I.Foregoing Final Plat Ims been Approved by Ne Jeff-('-Is
c66 oo°iz^s" 2ooD.00• ±iJ)0'
C67 OW36.49^ I970.°a ;IAA* I`lanniagand Zoning Commission
C69 07�5110' 20J0.ar 67.91' Is ark Dowell.morn Pm terries L.L.C. -t/f�•.1A A
C70 0__ra0' 20J0.ar 87.17 SURVEYOR'S CERTIFICATE /.•, .4L 4 l Ln.r•`-
C'70 02°15'00' 2030.ar 79.72'
l'llat an le
C71 0345U0' 2000 130.90 I.Kevin L.Thompson,a RegL.k W Professional Land Surveyor in tic Gee of Idaho,do Hereby Certify that
CT 10°IS•00' 20Do.ar a57.79 the-,,cy ofihi,subdivision designated as he PEPPERWOOD CROSSING SUBDIVISION.Division 1 mud' fanny'nc htcmher
C73 02�1757" 1970.00' M,05• No.3.Jefferson County.Idaho,sans made by me or aria my direction,and hem said sutdivisinn is ouly
C74 02_IT4r I Ina-W So.67 Ind 1 and PI THOMPSON ENGINEERING,INC.
C75 02'^_V00' 1970,ar 801 M'.aw ern g
L76i o•too" ' i �W io:� �056
ACKNOWLEDGMENT CONSULTING ENGINEERS
C-79 01°IOW' 2030:00' 4134' RIGBY,IDAHO 83442
C79 0)OOW' 2030.ar 106.v9staleurhaaholL•BD 02NOIDID• 2030A0' WAS, p - -/9-o cmmay mricrr,m,) 9S.
C81 14°ar00' 20DO.ar 488.69 N r P.L.S.Lieense No.10. Nate
CS_'' D24a-OD- 197D.a0 91.1, fill j1T �.o= FINAL PLAT
CYl 0-*'35'00• I97U.00 8S.R2' Z'j FOF C,Q9 Onmis 97'V IAty of�/i�6'°+sl ,in the Year n121st1�before me
C84 (W45'00' 1970.W 25 79' 'v 1. TIM' K6✓2 nL.T/M.OS*W ,Ikndmlly ApKamd JIM BERNARD.Known 9r Id.nifN m me to 1 the LOCATED IN THE SE V4 OF SECTION 36,TOWNSHIP 4
cis U5'30'OD' 679.±7' 65.11• maruging member or Landmark Deve)oplamm Propenic,L.LC.,ssitose nannes ate s.bacrihcd m the wilhin
C96 OT'00'OD' 079.±T 32, lntammcal,and Acknowledged to me that they c.ccuk d the sane NORTH,RANGE 38 EAST,JEFFERSON COUNTY,IDAHO
C87 Us100'00" 6782T 39,19, EXAMINING SURVEYORS CERTIFICATE
see 7'30roo' 618.7 vP.Do Project Name: Jim Bernard
C89 12'4221' 6182T 137.11' 1 Hereby'Cenify flea I eve Esanined this Sandi-wa Plat nrd find al..to Analytically Command .-y l Job Number: 2004-53 C" 02`30*00' 6s9.52, ?6.76 S Notary I'uhlk: ✓r__' =1 J3+- Scale
Accepmbk as Required in Section 50-130.5 ofthe Idaho Sraae Code. KEVINtiHO/LPION �r CoGo File: Bef7)aJd]im(CnryROed) N/A
C91 OT'S5'06' 689.5Y 91.15' E Notary Pu6tc
C'92 l0J•06" 68932- 1.538' A Sim.oflaaho Sly(:,mmiss:mENtirec �e-2)-ZC/y
C94 Ill111' 719.52' 67.I5' 07 L Date March 19,2007
C94 01°Ss'06' s_U30.ar 67.9T DcnnisL.Jon9-s 4 P.LS.Lk-No.'W Dam Survevor K.L.T. Sheet Of
Drawn By: J.W.T. 1 2

ACREAGE LEGEND SURVEYOR'S CERTIFICATE FINAL PLAT
Total Subdivision----58.58 Acres 0 St,518"X 30"Iron Rod Wislaslic Cap No.1 U56J
135 Tmn1 Loss-------46.R8 Acres 0 Se1 IR"X 24"irm Rod WIPlaStic Cap No.10563 I.Kevin L.Thompson,a XtBisstred Pmfmi,"f pnd Swveyor in the Stet of Idaho. LOCATED IN THE SE 114 OF SECTION 36,TOWNSHIP 4
5 Common Lots----- 2.51 Aerna 0 Found 5/9'X 10•Iron Rod W inslie Cpp N.A050 do Heseby Cenify fiat the interim mmumen0 f Ink Alas,de g.n ted as PEPPP.MOOD NORTIL RANGE 38 EAST.JEFFTRSON COUNTY,TOM 1
rhdimurd Covniy Rowl---t 1.70 Acme 0 Fotmd 1/2'X 24"Iron Rod WIPlnssic C p Ne.10563 CROSSING SUBDIVISION,Dh�61Ua Na.3,Je l County.Idaho,will be so in Is
Adjaccm Property Line aocordmta with Seclion 50-1303,Jdaho Codc,on or belle October 1.2010. a gg - Project Name: Jim Bernard
THOMPSON ENGINEERING,INC. 12'Wiliy Ememmt llnles.°Nmai Ot1wmist LU :3 Job Ntamb- 2004.53
TECONSULTINGENGINEERS dI 5oa1U
187 COGo Pile: DemOdlim(G7tyRoadl
RIGBY,IDAH083442 NOTES: + "b 1•�laa
NOTEI:This Subdivision fells outside the 500year IOwd n,TPlainuper DLpnMap No.16U51C1650C, t Date March 19,2007
NOTE": No Buis of Beoring wsu nMailxd fmm 7dahn Tm cpodpsi+n Deponemem 0.ennl of Survey -'{ �7_J2-e 9
Of
NOTES:lospoVa" No.i-nde, e, I DraSLKVCwn
K.L.T, jh-
7
NOTE3:All 'ss1.bnu>eof Nis Subdivision'sI'a Raidsadui Single Family OsscllinN Units. ¢"yT Cp P.LS.I.icenst Ka.1D56) l7Dle Dras371 9y' J.W.T.
NOTE 4:All loss to be served by CemrDl tauter and � Dcw1,A"
0 100 200 30D North Line M L. T1i See Detail"A"
® Graphic Scale s0uda ut Qnygr r'1W93J32'El963.67'IRI41' / L12 12 I1d.7S 38.W 86.00' BF.00' SR.W' 88.OV R8.00' "'w 85,00' RS.W tlS.OD' SS.W' SS.IV eS.W asw 104.49' 170.D: 4a In an O C D�Easemei 30'(3}lnn_, � U26 ns. `¢' 3 Q $ $175.79' '� 6'6.3T{ u2 A°i 0.t3 Aa O © O m ® © Sc © .ze © .^ a zukL- C �• 0.3J 'c 0303]ne p "nap Ac.m ae U3'Ar.s. - t= -03T Ae. U Ae.a -O]6 Ae�alsabID2„w CI... <. p P •,�[ Z z ��A i, o3onc
o31 At. Ili._aG•"$� _ - .'C7 _CI o O J4S 8 Cs P7.
,21,p �yCA
CJ- .CI ...._ ..� C .(;......_ _.Cq Cq G1 C4 `��_RZ5
163.66
�® LaI \z Util1w OR C9.. (, 1 C16 {4 zasl ne. O 3 C9. C73e• Enxtnem 3 eta UnfityN89°1I'I '' 6� C13'60 eiD.... el" elz.. . c12 S a F�ement uq16149' r Y_ 3 `3 'g „� a ^'LLT ® Lu.34 Ae Q0©e. © y ® a• '^ ® iJ+ ,9, ® © ® 9u '6 ® Y $, vp3© c.
W i -U.17 Rc.° - ten 0.r A,.
n3J n.. 1 -U31 Au U 71 Ar '¢� 037 AC '-•. 4.7.At. -a31 r1c $ - S89°Q'49�
c!' ® 'z g •'p� =p75 At°.d n.:R At.'�-' D37 M. $ o.3±nc •�, r: •� 7 x
C 5719`5G'37"p m `l �r 105911' 34.93'53,32' z z z %T 145.a2'
LL /°� 170.06' 8S.W go- 92.Oa IOO.OV 92.W 9t.d9 619•Slo:'w Ir+.us'1a1p71R+'h'n2.o7 aW`aM9 t11.91 O.7t•ar�v ma.US' 92SY $9.90, 100Aa a
I--J F s SR8°3733'W]?9A3' NR:'9V)Ily,alit 60W sDvslnz"w r7.ar SN l°31'02'W S39°5I'02'W 589°31'OTW 87.15• 89.OU• A9,OC 89.OV 38_W 589`Slro2'W 584°51'02"W' S89°51'D2•W ! o31 Ae
M r D x ®c I ® $ r< ® P 'f f 9.© B R L 3 O 3 C 3 K 3 3 g :l N�°51 D2 E
NFS°15'10"C o3o ne. 8 �JA.9�6 o,i]Ae. Ya ® _ ''S ® $ S, $ a $ - �I$ 14<AO'
n _
r5�,
z 1'R.51' Stl8%8'49'F. % 9.4U,3e. 1.+ -0.31 At. a 0.7®s. p® e� n© o ® E v' ® a `c9' P '" ® 'n ® e ® w ® - I'.4i'
o 1 77 Q1-�. 1 133.3T C62 x c - '` x; - `8 193u.u.a =93unt8 -o3p A<g �O.r Ar.� =a3e A°.� -9.3o ne. -- 6.n n..e1 x Oj M
t�l Z I,,,, Oq `� ' ® z c 4 z z Z x z 7 z o31 n.. 8
�j f-�C> Ola nc. a Oj i3 0 kIAc Ca•� CUa B6.76' 92.W 9149' L7 87,1S- A9.W WOO` 89jwr � 8R_W� WAS'�� RS.W 80.W105pV �/ m
F J y NA8'47ro7"E 0.31.4 8 :L -�P' )J'
"•60' C 589'S1V2'Mr SBU'31'02'W' iS S89°51ro2"W i4
IR3.06' N88"3434"E 589°08'411' �C�- {1-•--,QQ•-"""•-•^•'--^•---_____���_______-_-
Q r1aSi' -_� 214 W
cl' a 00 ® . 1 1 131.01' 3 ]20.73' _..._ �_-_--- _
5 Z^ w]Ac V , qQ © g $C1 ® Cgi. g �'y 6a.'J6' w4.W `'. Io2RW L7 102sa Im_sa- $ -15sao• �� .�. 1^.'J.00•....3 Iz
m 569•DT3]"E LI 031 Ac _ O.I.At J O =_ cast... a.n+<s
ISS.7a I n '�/ ar 3 _ $ o.® I e o®a. 8 0 s I •�
E rn N89'1F:5"6 U 0.71 Ae. i - 6 a _h U31Ae
T k N 1 N83°5332' S I NB9.51'02"$ a s z e ='• + 3 t Z 0-12 A. -
,A..,//t" ].4.2a ? S8V45'0OT b N89°51'O2TE N97$1'02"E I N89•Slro:•E Y Fi+ - st o3f ti< V I 134' o:®.. ` d..�e m p.i©n `ai A. z m li
183.9V IT5.01' I 143.00' 3 141.31' 6 145.W
Z S87°aorol"E 1 4 „IY403D.1c. r_ ^ a+ x z
8 B L O C I ® A• �/ 5
{ o32At y, NR3 47'"o ti 93Oe. m `z K E 1 0 a ® E 4 $ $ $
r' (j 0.]I As u39 Al
I.r Q E L I u.3a M 9w
r'l.3a R79"542fi' t48.44• N8R°16'S2'E 10131' 102.00' 102.SV IU2.Sa '' -
® W K::
.� ' N89'Sfro2'EN69°514WE
® 186.s1 SB9°51'02"w 10.31' S89.5l'U2"w 2D5•W 193.00' 3 lalsl' Ias.Da e
171.34• 0_]OAt. - w+s+"'•']� I d. ir. Common Area/Park ® g I' G @ S
...� ® ,� t5A?4 z g2 0.14.K. C4~ ` iN3.NT '9' jfiU cvZ I a 031 Al. '- 9JDAc. c. `y 175.01• 14L00' yz� 141.51, 0
O S �i 611o°10d0 7 4A.96' lO it f S 1 I 8 D33 A. 8
[7 r �u } 'Sa!'W'I10-fis n t OCSI N89"51'02"B ±.O7 Ac. F I]
tbdR
589°3622"E vw'tWu'F 's . O 4 'y zl 1BSA9' N0o°et•SN"W 589'd3tl0'E s :7 , NIc9'S1'02'E
G DJI Ac. } °� ',� 589°51'0:W 264 1' D.17 Ae.
161.5"• r ,,, P 8 E ITs.01• 143.W 141.31• m 14$.W
,9 039 Ac. N83°13.2.1- 1 9,3J,te.
® }" NAMJ9'S3"E LSO.iA' u J 16'S3"ti.1R3.7%' tl 'd M90°Olt'00'E 189.73' N9V'00'00'E 276.W ©
rJ 3 NA2° 9d 434 K a i1 AC. 0.W Ac.
.73' 95.D0' 92.W 92W 77
s-3S 999`59"WE 1 y '63.06 '� 1 ® 9&73• AS•Op N a•@?c
3 �t S9U°OD'OD"E N89.51'0+_"E $ P N89°51'02"E P z I^ NSY51�"k a
DOc i� 09+gR^E s i o. a N a e 125.W 143.W 3 141.51' 1 U5.W
II o NA,. � ' 3 A
® sS - © g lasr 4 I NR<fz'DA"E 't n3tn.eM ^o_G?i O ^D33- 62..• g® ry ®� o.:sn°, g p D.;1Ae.
ts4.9D b10 cTS Q -431Aee -n32ne=° S_ e ® sx $ ® 7
fi, �632As. Jy�
S89°56'54"8 165-W1 L W Lam. j z x p!- 1 - •n laO 8
PaqO S a € 0.32 ne„^, +d 032 Ae S$t'OC23"F. �y 9°51'0°'E P
158.06 6,0, 0.1RAc ` 0.33 ns. t <y...CJR C37 .. .-C77- ... C37.. .. CIS--.... ^ G i5J.64' 42
Cam.. .� �, �5 C� y / y NS141 cl• _ J
_ '1 47 Sd9"19'75"rY 78106'
0.32 At.PLA
V ` {p _ ._C40 _ _�._
1 � r���-�-�-� � � l n3T At. 9.79 A[. R
58U°3GG4"P
160.93, -�U mom~r l - C30 .CaD C'30. 00 ..C30. _. C.70- ...40„. 5 ryAT N ?„NR9`51'U''E
u3O1 gg r C71 f30. 12'C30• ....c30•. C25- - BMW
°. G C42' 3 3 Fasemnni 5 c e - rJ •w :w m u• sih 042A, e.©c
S89°59'36'E :- S ® e ® ® ~® NC n �pp = i, •'ryS• „a N99.51'0_•F. ^ 1
167.53' u, © '•' 34 Ru33 Ac^ nU34MA, ^UVnr.1 u3s Ar.S ^ ® ® .°. ® N e
a 0.N At.v 0,34 A.b ^ ">,p C4` 195.Os•
J ® 3^^no33At.m - 8 - z Y' ^ D3]A° ® p to c�Q
® 12'Utility °� �03 na. p t T z { -'%31 A,. -fx-yrAe i% 0.J3Ae. ^' 1 3
N,RSement 0+ C66 031 As. c - L B L O 0' K 6 -
&
177.91' S LI II 105.00' 95.Oa a3.W' 95.00' 83.OV 77.35' RO,W Eo.00' 90.00, IDS.W WOW 120A0' IW.W' 217.17 3 u.....................
sa9.29•ls••Ir•J:aaa2' : �� 31 2
D I V I S 1 .0 N N O. 2 D I I S 1 0 N N O. 1 1 6 ne

�S\ONAL fN
��71fR��i,
PEPPERWOOD DV . OA aPJq 05/20//21
v TfOF
RyAN LOF�J
2 MPROVEMENT DRAWNGS
U
EUR
d'OALENE JEERER SON COUNTY, IDAHO
90
LEGAL DESCRIPTION00
95 A PARCEL OF LAND IN JEFFERSON COUNTY IDAHO,
TOWNSHIP 4 NORTH, RANGE 38 EAST OF THE BOISE 0
MOSCOW MERIDIAN SECTION 36, MORE PARTICULARLY DESCRIBED AS
FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF "" b
SECTION 36, TOWNSHIP 4 NORTH, RANGE 38 EAST,B.M. •,P—I 10 o
THENCE N 00°08'58 W ALONG THE EAST LINE OF SECTION bL
12 36, 1555.60 FEET TO THE TRUE POINT OF BEGINNING. vi G4
THENCE S 89"29'15"W 185.00 FEET; THENCE S 00°08'58" E W CO 0 0
PEPPERWOOD CROSSING235.50 FEET TO THEORNER D VISIONF No.T1, JBEFOFERSONOF a P-.
COUNTY, IDAHO; THENCE S 89°29'15 W ALONG THE NORTH
LINE OF SAID SUBDIVISION 1780.82 FEET TO THE
NORTHWEST CORNER OF PEPPERWOOD CROSSING DIVISION
No. 2; THENCE N 00°03'25" W 1321.62 FEET TO THE
95 NORTH LINE OF THE NORTH HALF (Y2) OF THE SOUTH
SALMON EAST QUARTER (SEY4) OF OF SECTION 36; THENCE N
89°31'52"E 1963.67 FEET ALONG THE NORTH LINE OF SAID
93 NORTH HALF (NY2) TO THE EAST LINE OF SECTION 36;
THENCE S 00°08'58"E 1084.60 FEET TO THE POINT OF
TRUE BEGINNING.
PROJECT CONTAINING 58.58 ACRES MORE OR LESS
65 20
5 PROJECT LOCATION - -
_ - t a;--
LOCATION
- -w's
BOISE -
� � '3 Ez
SUN VALLEY 20 IDAHO20 <¢p o
3
FALLS
0 26
20 ABERDEEN 15 BLACKFOOT - -
84 93 86 POCATELLO °
-
30 30
TWIN - w
FALLS {
84 M W
~ o
PROJECT LOCATION - ;:'`�" ;- '^ r o 00
Lu
SHEET INDEX w
W
SHT. 1 COVER SHEET, VICINITY MAP & NOTES W
SHT. 2 GENERAL LAYOUTEarth
- a O
SHT. 3 PLAN/PROFILE — CURRANT LN ••• '�'" LLJ
SHT. 4 PLAN/PROFILE — HEMLOCK RD U
SHT. 5 PLAN/PROFILE — HEMLOCK RD
SHT. 6 PLAN/PROFILE — HEMLOCK RD
SHT. 7 PLAN/PROFILE — PEPPERWOOD DR o
SHT. 8 PLAN/PROFILE — PEPPERWOOD DR
SHT. 9 PLAN/PROFILE — NOTES
SHT. 10 PLAN/PROFILE — NOTES °B" 2021.010
DAre APRIL 2021
���� DRAWN By CHECKE-DD
By
JTL JRL
REVISIONS DATE
CALL BEFORE YOU DIG!
SHEET NO.
DIGLINE INC.
DIAL 811 OR TOLL FREE AT 1-800-342-1585 OF 10

N yS�ONAL fN
871
05/20/21 p
P H /Q\ � � � � W E �gTFOFIOP�g
�YqN
N
B L O C K 11
- o s
- 0 -I
_------ W lnut r 80 0 80 160 y co
-- - SCALE:V=80 ;..l d O
- U (SCALE FOR 24"x36"PRINTS ONLY) 4 d'
<0 Lo
cz 00
w Q)
I w 0 0
4 4
I - - - - - - - - - - a
� b
©
0.12 Ac.
© B L O C K 9
0.37 Ac. ® 0.3®c. 0.30 Ac. 0:©c. 0.3©c. 0.3©c. 0.3®c. 0.2©c. 0.3®c. 0.3©c. 0.33�Ac. O W
0.40 Ac. 0.31 Ac.
® - 1 0.31 Ac.
0.41 Ac. /
SS: S SS SS( SS S css
oc U � M
_ _ - - -
Pe erwood Dr 0.404Ac. 0.3©c. 40 0.°c ci.
/ 0.35 Ac. ; 0.32 Ac. -
40 0.43 Ac. 0.42 AD. 0. Ac. 0.43 Ac. i `o s
0.30 Ac. ® B L O C K 10 @ ® ® o w � t�w3
0.36 Ac. 0.31 Ac. 0.30 Ac. z=� a;m z o
T \ O 0.38 Ac. ; 0.33 Ac. y a o o az o
v © ` o "y
u4 U
0.27 Ac.
O VVELL
O 0.35 Ac. LOT N
42 0.14 Ac. 0.36 AC. 0.31 AD. 0.30 Ac.
2.10 0.333 Ac.
, �
0 0.28 Ac. O 3 c.
0.36Ac. PHASE 3 A o ® ® 0 0
0.36 Ac. 0.31 Ac. 0.30 Ac. 0.34 Ac. Q
F-� M 0.300 Ac. n o
o > QQ
pQ I N I O ® O 32 © © o pq a o - J
0.29 Ac. 0.i I Ac 0.32 Ac. 033 Ac. 0.35 Ac. 19 18
0.31 Ac. 0.29 Ac. 0.31 Ac.
- O 0.32 Ac. 0.32 Ac. / N 0.33 Ac. Of 0
F�`� I �,0.35 Ac. W
0.38 Ac. - I _ _ - -- - _ m
_ 4 w 0 Q
s
0.3©c. I - SS
6s 6S e lock d s ss s s s ,' o.3©c. o.®�. S a o
w w
a �
Vr yy �
- _ - - - - - - - - _ 0 a E
11 0 ® w
Z
I _ - _ -
_I 0.42 Ac. 0.29 Ac. ' ' I
0.33 Ac. � L.Li
0.34 Ac. 0.3®c. 0.34 Ac. 0.35 Ac. 0.35 Ac. 0.3®c. 0 Q Q
0.3©c. 0.3©c. O 0 3 c 0.33 Ac. 0.30 AD. 0.42 Ac.
1Q I 0.31 Ac.
0.35 Ac. 0.37 Ac.
JOB NO. 2021.010
DATE APRIL 2021
DRAWN By CHECKED By
JTL JRL
REVISIONS DATE
SHE NO.
2
OF 10

yS�ONAL Fb
F, FR�ci
871
05/20/21 p
v 9lFOF01
�YqN LOF
o Jlj
N
ai CO M
pip o 0 0 0 0 o yC\2
w(Z� ~� co WoO d
00
SSN 'f� U C)
>~
w � 00
+
�d
0 0o M1+o M +oo M +oo M Ma+oo ® Ms+oo M �� M M+ M o� +o� s+oo ao+oo + o
MH 16 �J v
369' of 8" PVC 0 0. Urr n n J LSSMH 15 SSM 1 14 SSMH 13 SSMH 12 �I
B L O C
cn O O O O O o O O O O
Z W W W W W w W W W W
WO � O WO WO WO ""' I--+ ~' N O W '_' z ._ ww
a a V.
;�yC
T
B L O C W�° oW.
w=�� �w3
c�i z� ';Ez`o
y¢o o nz o
ws
40 0 40 80
SCALE:V=40
0
(SCALE FOR 24"x36"PRINTS ONLY) +
rn
0 0 ^,
Currant Ln PROFILE
+ u Station Q W
—1, 00 0+00 1+00 2+00 3; 0 4+00 5+00 6�g0 7+00 8+00 o
486 p Q O
U1N W� Jj Jj p
a a Q
Q NoJ Q m Q j j m 0
v IQ w II SSMH 5 cn Ln II ~ �110—
m o w STA:14+15.85 OFF:355.7 R ?14i?ti o> 2 ?
? SSMH 16 RIM:4853. 7 cry Ofw Q LU >O Z J
�> vN STA:12+ 3.66 OFF:417.76R ""' INV IN:4846.15 8" P C + caw O f1r`J/\
ofw o J RI M:485260 INV OUT:4846.05 8" P C `� `� ro ro O
o IN OUT: 1147.62 8" PVC - 01% 0.02 0 d Z
0. 0% S MH 13 d \V
S :4+81.85 OFF:10.00R S A:7+8 w o'
o ° RI IA:4853.52Ld
IN :OUT:4 7 IN IN:4845.49 8" PVC d L
g IN OUT:4846.66 8" PVC w
485 � g
i 2
g
g 369' of 8" PVC p 0.40% �
8"W TER 3c 0' of 8"
-11
STALL 8"x 8"TEE INSTALL 8"x8 X8
INSTALL PLUO
JOB NO. 2021.010
DATE APRIL 2021
484 DRAWN BY CHECKED By
JTL JRL
REVISIONS DATE
SHE NO.
3
483 L
10

yS�ONAL Fb
F, FR�ci
cn z
871
05/20/21�p
v OF�OP(J�
40 0 40 80 RYAN LOF
SCALE:1"=40
(SCALE FOR 24"x36"PRINTS ONLY) M
co M
co Lo
U.J2 AC. M �� 0.31 Ac. U y a
O 45
0.32 Ac. 00
bk
CQ
0.35 Ac. II -- - - - — — -- -- — _ _ 0
0.38 Ac. — I - - _ _ _ ;� Ilr� Q)
CO- + SSMH 17 — M w 0
12 -- -- - -
_ SSMH 18 8+00
00
V o
0.32 Ac. 4+00— - _ — _ Oo 3 a' 0 8'" PVC @ a 4O9 9+ �
_I 8" C a+ EXISTING SSMHi 37 o{ &z
349 of P
n
-
P C: +55. 00 _ — - --- -- ---- --
ock
1 1
- * -- ---- --- - - ----- ---- --
it
0.33 Ac. a
I
0.34 Ac. 0.35 Ac. 0.35 AC.
21 0 0.30 c. o.3s Ac. 0.36 Ac. 29 30 3 - _ =o
O O O ��� 3mN��
I 20 n 27 A,. 0.32 AC. 0.37 Ac. 0 11 Ac
w -3ow•
Wto° W.
c0i zEz ii
Hemlock Rd PROFIO
s
Station
—1 00 0+00 1+00 2+00 3+00 104+00 5+00 6+00 7+00 8+00 9+00 10+00
486 0 +
CD
+
�o
a�
C,Y� W
W LEI W a _
m
03 C9 co q II M O
Q O
ow +� 0.26% Q 0 ^^L
485 n Do it
Z O I..L
_ LU O z o 06
° m
STA:3+93.00 OFF:-21.43L SSMH O
SSMH 18
o g STA 1+03 54 OFF:-5. w Z
c, g RIM:4849.76 STA:7+51.6 OFF:-1.17L
LRIM:
SSMHi z INV OUT NV IN 37.780 8PPVC RIM:4850.4 RIM:4851 d
NV IN:4842 66 8" PVC 34911y�4L fGR63�FO.,$9$'ATER w
2.75 OFF:13.32 = g INV OUT: w \�
6.97 gV EAST:4841.13 a LL. 7.14 8" PVC ;a NSTALL 1733 L.F.L 5"WATER �° L,
Ii
484
379' of 8" VC @-0.37%
JOB NO. 2021.010
DATE APRIL 2021
DB-N By CHECKED By
I-r1 JTL JRL
0
Li REVISIONS DATE
Q 483
0
SHE NO.
4
OF 10

AL
U 3 6 44 U ON ERF�i
0.36 Ac. @ 0.31 Ac. 0.30 Ac. 0.34 Ac. 871
a o
o_ J 05/20/21�o
(n Z 9TFOF�O�5
° RYAN LOF
P 1 +05 33�*
0 21 1 3 5 ® m c�
0.32 Ac. 0.33 Ac. 0.35 Ac. 19 1$
SMH 20 0.29 Ac. 0.31 Ac.
0.32 Ac. 0.32 Ac. �� I-E,
© 0.33 Ac.a40 0 40 80
SCALE:1"=40 o0'JSCALE FOR 24"x36"PRINTS ONLY) yCO
_ 0SSMH 18 co - o'` M� 4 4a+oo 0.37 Ac. a 00
i 0.30 Ac. .,. o
349 of 8" P C @ MH
CQ
WCID 0 0
0.42 Ac. 0.29 Ac. o
Cfi
D 28 9
5 Ac. 0.36 Ac. SMH 16� 30 31 32
0.37 Ac.
0.33 Ac. 0.30 Ac. 0.42 Ac. 4$
C K 6 0.37 Ac.
OIF 00.0
a -
U _
z 3wyc
w 30wn
z w CUB
} WLOwW3
c0i z� n;Ezo
yaw w iz o
Hemlock Rd PROFILE c wy
M
Station o
0 8+00 9+00 10+00 11+00 12+00 13+10 1
m
m
SSMH 20
STA:12+ 7.77 OFF:-12.16L No
RIM:4851.83 Q
J INV :4844.86 8" PVC II
j INV OU :4844.76 8" PVC J Ch
ZW > Q
O
Q
0.26% _ Z 0o
1�.�(
LU
LU rV
o w OU
SSMH 18 SSMH 19 O
STA:7+51.6 OFF:-1A7L STA11+0354 OFF:-5.00L of 8" PVC 0 1 4' of - PVC @ 0.40% w
RI M:4850.4 RIM:4851.38 147' .40%
INV IN:4842 66 8" PVC 349 INgT181 WRY 9PFD,40*A TER AV I '
NV OUT
17+32
2+88 W
411,
INSTALL 8"x8"45'ELBOW INSTALL 8"x8"4' [BOW
SOB NO. 2021.010
DATE APRIL 2021
DRAWN BY CHECKED By
JTL JRL
REVISIONS DATE
SHE NO.
5
OF 10

yS�ONAL Fb
SMH , O �O O p OO ; p ERFGi
� NO r oo `� •" , LL o� O 871
a a a 05/20/21�O
x �TFOF�OP 5
o, RYAN LOFT
c
00 Os o + W
lJO M O ^ wO
N � SSMH 21 SSMH 22
. . . . . . . . . . . SM S 13+ 4' of 88" PV y 14+00 1n 5+y vy' 16+000 17+000 17 �
y it II 11 I1 y S 2 n 0 —1-1
m
o N C
O +
N W O co Lo
a
O
� w
a
p N , I o
wW o 0 o O ® aO C-) c\2
c�
Oo r- CO P�
+ ^� d
0
o
w
a � O O o 0 0 o I
uj� oO � o� oO
a a o w w
w
w -3ow
�azw
2 z" 2Z=
c0i z� n;Ezo
y a o iz o
< W.
(n Z
Hemlock Rd PROFILE
M �
M nj
Station +0 +
M
00 9+00 10+00 11+00 12+00 13+1 0 14+00 15+00 16+00 17+00 18+00 19+00 m
860 ^,
In N
aro M
SSMH 20
STA:12+ 7.77 OFF:-12.16L
RIM:4851.83 ti j �,ti j mw II 40 0 40 80 Q Q O
J� INV :4844.86 8" PVC INV OU :4844.76 8" PVC II Z 2 2 �� 0
w W W w a w SCALE:1"=40 L
o Q v Q ro Q SSMH 22 (SCALE FOR 24"x36"PRINTS ONLY) Q 0
2� +co `+c�+co STA:15+51.91 OFF:-10.21L Z O
v v v RIM:4852.08 0
+ 0.07% INV OUT:4846.12 8" PVC m j
0.26% tl
00 06
4850 w z
a o g cow w
g _
SSMH 19 13T 8" PVC 0.4t. a w
OFF:-1.17L STAI1+0354 OFF:-5.00L 1 4' of 8" PVC 0 0.40%
RIM:4851.38 147' of 8" PVC 0.40%
INSTAII 1733 L.F. 8"WATER
66 8" PVC 349 1AWT �L W
18RM OF0.4'0*ATER f3V 1r
12+88 L74+21 14+71 IN TALL 8"x8"X8""LEE
INSTALL 8"x8"48'ELBOW
17+32 INSTALL 8"x8"4 LBOW INSTALL 8"x8"X8"TEE
SSMH 21
STA:14+15.27 OFF:-12.74
840
INV IN:4845.57 8" PVC
INV IN:4844.57 8" PVC roe No. 2021.010
INV OUT:4845.43 8" PVC DATE APRIL 2021
DRAWN By CHECKED By
JTL JRL
REVISIONS DATE
830 SHEET NO.
6
OF 10

"IW1 ~O �1001 ON AL
w c> �� a a
I >O I
> a 871
v 9TFOF�OP(J�
O d
�YqN LOF
N O �
01 Z
a I I 1
•" � I I �`1
L U
II O N ( K 9 W m H
II B � v O
o o w a o C\2
0
O O°
0 �
O 40 0 40 80 y
l jo II SCALE:V=40 �„� I C\2
(
a I I \ SCALE FOR 24"x36"PRINTS ONLY) co Lo
II I II co O a b 00
SSMH 24 1 Q)
M M M M w 0
w m M 1+ sx �` a
a 0 00 00 b
oOC- + 5.
+ SSMH 17
- —o Pe rwDr
oo
w
a
y� y 0 o O o \ p
0
62. z - Y -
w;
o N v" =30
Wto° W.
z Ezo
y a° ° z5.
o Bo
-1 00 0�00 1+00 2+00 3+00 4+00 5+00 a 6+00 7+00
486 +
u
II ¢
Q _
Y M _
JL m Q, m / O O
Q J II h w II 0 Q 'T
¢w h�< 2W ¢ L
Z
485 ±� 0.08% 850 oo Lu
� -D ,��(
_ STA:5+49.3 OFF:-72.61L w 0 W
SSMIFT IS RIM:4850.17 U
STA:3+05'84 OFF:8.3OR INV NV OUT:
40. .1 8" PVC d Z
I 484).14 8' PVC 0
RIM:IN 4830 d ul
NV IN:4838.90 8" PVC LLILd
Ld
INV IN:4839.00 8' PVC d
SSMH 17 A
STA:3+93.00 OFF:-21 43L
RIM:4849.76 INSTALL 1760 L.F. 8"WATER w
INV ft4837+70 8" PVT
INSTALL 8"x8 90'ELBOW 350' of 8" PVC Q 0.40%
-00+16
INSTALL 8"x8"x8 TEE 283
484 284 of s -
JOB NO. 2021.010
DATE APRIL 2021
DRAWN BY CHECKED By
JTL JRL
REVISIONS DATE
m
0 483
o'
SXEEf N0.
7
OF 10

N
yS�ONAL Fb
F, FR�ci
871
w E 05/20/21�o
v�TFOF�O1
�YqN LOF
S
40 0 40 80
SCALE:1"=40 V
(SCALE FOR 24"x36"PRINTS ONLY)
37 Ac. U U 34 33 31 30 29 28 20 20 0.40 Ac. 0.31 Ac. i �
0.31 Ac. 0.30 Ac. 0.29 Ac. 0.30 Ac. 0.30 Ac. 0.30 Ac. 0.29 Ac. 0.31 Ac. 0.30 Ac. 0.33 Ac. y °'
o CQ
co Lo
� � b
•r o
SSMH 24 350' co
8" PVC @ .4 9 SSMH 25 SSMH ��j(`�' v
N +0 00 S +0 1 +00 11 00 12+00 1 +00 EP: 17+51. J' 14+00 15+00 16+00 pl: 7+67.917 0 ^ [z' Q)
1N VY Vv 1N VY W
a
14
x O
9 o
I o0.32 Ac. 40
0.35 Ac. Pep� erwo o Dr 0.40 Ac. ;
0.32 Ac.
i 10 11 12
I
c: +27. 0.43 Ac. 0.42 Ac. 0. Ac. 0.43 Ac. o ;
9
8 38 41 = _
+ _ . w;
o B L O K 10 15 0 0o ;���
n �6 Ac _ _ _ n �� A� n 2n Ac w =3owa
Wtow3
c0i z� n;Ezo
ya o nzo
Pepperwood Dr PROFILE
Station
5+00 a 6+00 7+00 8+00 9+00 10+11 00 11+00 111 2+00 11 3+11 00 14+11 00 15+00 Q. 16+00 17+00
4�
SSMH 27 m
n W m
Y o STA:13 63.64 OFF:-13.92E � w II M
w �' RIM:4852.18 Q Q o
INV IN:4843.96 8" PVC 2 O O
ti Q m II 2 INV C T:4843.85 8" PVC ti "' _
Q
w Q
+ n ro 0.52% Q
SSMH 13 Of
.,oo SSMH 26 STA:7+82.05 RIM:
w OO Z J
STA:12+00.75 OFF:-12.76E RIM:4853.52 m > > f1r`J/\
STA:5+49.3 OFF:-72.61E INV IN:4845.49 8 PVC w O
RIM:4850.17 STA:8+60.27 FF:-11.18L INV IN:4843.19 8" PVC INV IN:4845.46 8" PVC 2 w O
INV IN:4840. 4 8" PVC IM:4850.95� INV OUT:4843.09 8" PVC = d Z
INV OUT:484 .14 8" PVC INV IN:4841 74 8" PVC d O
INV OUT:4841 64 8" PVC
INSTALL 1760 L.F. 8"WATER w n- M
LLd
INSTALL 1760 L.F. 8" WATER
d L
o �
3+73
INSTALL 8"x"X8"TEE
INSTALL 8"x8 90•ELBOW
350' of 8" PVC @ 0.40%
JOB NO. 2021.010
DATE APRIL 2021
DRAWN BY CHECKED By
JTL JRL
REVISIONS DATE
SHEET NO.
8
OF 10

ys\ONAL FN
F, FR�ci
871
05/20/21 p
v�TFOF\OP�g
�YqN LOF
GRADING NOTES:
GENERAL NOTES 1) CONTOURS SHOWN ARE EXISTING GROUND ELEVATIONS PRIOR TO DISTURBANCE AT V
THE SITE. SPOT ELEVATIONS SHOWN ARE FOR FINISHED PAVING, SIDEWALK, SLAB, OR WATER GENERAL NOTES
ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF GROUND. ADJUSTMENT TO SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY. DIMENSIONS SHOWN ARE TO THE CENTER OF THE PIPELINE UNLESS OTHERWISE NOTED. H
CONSTRUCTION. IN THE CASE OF ANY CONFLICTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER C\2
2) ALL DISTURBED AREAS THAT ARE UNSURFACED OR ARE NOT DESIGNATED AS p -1IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. DISTANCES SHOWN ALONG PIPELINES ARE HORIZONTAL DISTANCES AND NOT ACTUAL PIPE
LANDSCAPE AREAS ARE TO BE SEEDED, WATERED, AND FERTILIZED UNTIL A HEALTHY d' -ISTAND OF DRY LAND GRASS IS OBTAINED. LENGTH. MORE PIPE MAY BE REQUIRED TO COMPLETE CONSTRUCTION THAN IS DIMENSIONED y co m
THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, ON THE PLANS. co
DITCHES CULVERTS, SIGNS, MAILBOXES, UTILITIES, SIDEWALKS AND ANY OTHER MISCELLANEOUS ITEMS. ANY
DAMAGE TO THESE ITEMS BY THE CONTRACTOR SHALL BE REPAIRED TO THE SATISFACTION OF THE PRIVATE 3) IF DURING THE OVER LOT GRADING PROCESS, CONDITIONS ARE ENCOUNTERED WHICH ALL WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PROJECT PLANS UNLESS 4 �
OWNER WITHOUT ANY EXPENSE TO THE OWNERS. COULD INDICATE THAT AN UNIDENTIFIED SITUATION IS PRESENT, THE ENGINEER RELOCATED IN THE FIELD BY THE ENGINEER. co Lo
SHALL BE CONTACTED FOR RECOMMENDATIONS.
ALL CONCRETE REQUIRED ON THIS PROJECT SHALL BE 4000 PSF (28 DAY) CONCRETE DETAILED IN IDAHO MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES co °D
STANDARDS FOR PUBLIC WORKS CONSTRUCTION SECTION 700. 4) UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED THREE (3) �� U o
HORIZONTAL TO ONE (1) VERTICAL. ALL SLOPED AREAS MUST BE PROTECTED FROM (EXCEPT SEWERS) SHALL BE FIVE FEET HORIZONTALLY. SEPARATION BETWEEN WATER � v
LINES AND OTHER UTILITIES SHALL BE 10' MIN.
WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO EROSION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL STORM WATER Lz+ Q)
ELIMINATE ANY ADVERSE IMPACTS TO THE ADJACENT PROPERTY AND RESTORE THE EASEMENT TO ITS PERMITS, AND PROVIDE ALL REQUIRED STORM WATER CONTROLS. THRUST BLOCKS SHALL BE PLACED ON WATERLINES AT ALL DIRECTION CHANGES, FITTINGS, W co O
ORIGINAL CONDITION. ALL BACKFILL SHALL BE COMPACTED TO 95% OF MAX DENSITY. BENDS, ELBOWS, FIRE HYDRANTS AND GATES VALVES IN ACCORDANCE WITH THE � co 4
5) IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE REQUIREMENTS OF ISPWC. a
A SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PROVIDE ALL WATER REQUIRED FOR DUST STOCKPILED ON THE SITE, TOPSOIL MAY BE PLACED TO A HEIGHT OF EIGHT (8) FEET.
ABATEMENT, COMPACTION ETC. THROUGH THE COMPLETIONN OF THE PROJECT. THE CONTRACTOR IS SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE STOCKPILE AND THE MINIMUM COVER FOR WATERLINES SHALL BE FIVE FEET, SIX FEET MAXIMUM, MEASURED TO ~
RESPONSIBLE FOR DUST ABATEMENT AND ANY LIABILITY ISSUES RELATED TO DUST AT ANY LOCATION WHICH STOCKPILE SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING THE TOP OF PIPE UNLESS OTHERWISE SHOWN ON THE PLANS.
MAY BE CAUSED BY THIS PROJECT. OPERATIONS ARE COMPLETE.
THERE SHALL BE TEN FEET MINIMUM SEPARATION BETWEEN ALL NEW WATERLINES AND
APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN SHOWN ON THE PROJECT PLANS. THEY ARE 6) ON - SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS NEW SEWER LINES EXCEPT WHERE THE LINES CROSS AT APPROXIMATE RIGHT ANGLES. A
TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY BEYOND 5' (FT.) OF ANY BUILDING SHALL BE COMPACTED IN ACCORDANCE WITH MINIMUM OF OF 18 INCHES VERTICAL SEPARATION SHALL BE MAINTAINED AT ALL
THE APPROPRIATE UTILITIES PRIOR TO THE START OF ANY CONSTRUCTION. IT SHALL BE THE CONTRACTORS GUIDELINES PRESENTED BY THE SOILS ENGINEER. CROSSINGS.
RESPONSIBILITY TO HAVE THE UTILITIES MARKED / LOCATED IN THE FIELD BY THE APPROPRIATE AGENCIES
PRIOR TO THE START OF WORK. CONTACT "DIG-LINE" AT 1-800-342-1585. ANY DAMAGE OR DISTURBANCE 7) SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL COORDINATE ALL WORK OR MANIPULATION OF THE WATER
OF EXISTING UTILITIES AND THE COST FOR IMPACTS AND RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT SYSTEM, INCLUDING TAPS, EXTENSIONS, OR OUTAGES WITH THE ENGINEER.
THE CONTRACTOR. ANY CONFLICTS OR DISCREPANCIES WITH EXISTING UTILITIES SHALL BE BROUGHT TO THE APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. SPOT ELEVATIONS
ATTENTION OF THE ENGINEER IMMEDIATELY. AND SPECIFIC PROFILE DESIGNS SHALL BE USED FOR SETTING ELEVATIONS OF CURB, CHLORINATION WILL BE DONE BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. THE
GUTTER, AND UTILITIES. CONTRACTOR IS TO USE SODIUM HYPOCHLORITE TO CHLORINATE THE SYSTEM AS OUTLINED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIALS, WATER, IN SECTION 401.3.9.13.2.a&B OF DIVISION 400 OF THE ISPWC. THE CONTRACTOR IS TO
WASTE SITES, AND ANY OTHER MATERIALS SOURCES AS REQUIRED FOR PROJECT COMPLETION. 8) BENCHMARK VERIFICATION: CONTRACTOR SHALL USE BENCHMARKS AND DATUMS FOLLOW THE FILLING PROCEDURE OUTLINED IN SECTION 401.3.9.B.b.4 IN DIVISION 400 OF = ,o w:
THE ISPWC. THE CONTRACTOR IS ALSO TO FOLLOW THE FINAL FLUSHING AND
ANY WORK DONE WITHIN A PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE APPROPRIATE SHOWN HEREON TO SET PROJECT BENCHMARK(S), BY RUNNING A LEVEL LOOP BACTERIOLOGICAL TESTS AS OUTLINED IN SECTION 3.9.C&D OF DIVISION 400 OF THE w
BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES OF SUCH '_°"•
TRANSPORTATION AGENCY AND SHALL MEET THE REQUIREMENTS OF THAT AGENCY AND THE REQUIREMENTS TO THE PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. ISPWC. �az�2 o _�-
OF ANY RIGHT-OF-WAY OR SPECIAL USE PERMITS.
ALL WATER SYSTEM COMPONENTS SHALL BE INSTALLED, PRESSURE TESTED, AND wQ; r;m=o
9) ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS,VAULTS, BOXES, ETC.) CHLORINATED. THE TESTING IS TO INCLUDE FLUSHING AND DISINFECTION AS OUTLINED IN n
CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACCESS AND RELATED TRAFFIC CONTROL WITH THE WHETHER NOTED OR NOT SHALL BE ADJUSTED TO FINAL GRADE AFTER TO THE FINAL SECTION 401.3.9 OF DIVISION 400 OF THE ISPWC. Wy
COUNTY, CITY, AND STATE ROADWAY DEPARTMENTS. THE ENGINEER SHALL REVIEW ALL TRAFFIC CONTROL LIFT OF ASPHALT.
PLANS. ALL GATE VALVES SHALL BE LOCATED NEAR TO TEES OR CROSSES AND THEIR
10) ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH ASSOCIATED REDUCERS AS SHOWN ON THE PLANS.
CONTRACTOR SHALL RECORD THE LOCATION OF VALVES, SERVICES AND ANY CHANGES TO THESE PLANS ON THE RECOMMENDATIONS IDENTIFIED IN THE SOILS REPORT OR IN ACCORDANCE WITH
A SET OF RECORD DRAWINGS. DRAWINGS SHALL BE RETURNED TO THE ENGINEER AT COMPLETION OF THE ISPWC STANDARDS. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED ALL CROSSES AND TEES SHALL BE INSTALLED WITH THE BRANCHES HAVING THE SIZE OF
PROJECT. COPY OF THE SOILS REPORT ON SITE AT ALL TIMES. THE LARGEST ADJOINING PIPE UNLESS OTHERWISE SHOWN. THE CONNECTION TO THE
SMALLER LINES SHALL THEN BE MADE BY MEANS OF REDUCERS.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL NECESSARY TRAFFIC CONTROL FOR PROTECTION
OF THE WORK AREA. THE CONTRACTOR SHOULD REFERENCE THE MANUAL FOR UNIFORM TRAFFIC CONTROL 11) GRADES WITHIN THE CONCRETE/ASPHALT PARKING AREAS SHALL BE CONSTRUCTED WATERLINE MATERIALS SHALL BE AWWA C900 DR18 PVC PIPE PE 4710
DEVICES. THE TRAFFIC CONTROL PLAN MUST BE APPROVED BY THE CONTROLLING ROADWAY AGENCY AND TO WITHIN 0.05 FEET OF THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL LOCATE WIRE TO BE INSTALLED PER ISPWC M
THE ENGINEER. MAINTAIN POSITIVE DRAINAGE IN ALL PAVEMENT AREAS AND ALONG ALL CURBS.
CURB AND PAVEMENT AREAS WHICH DO NOT PROVIDE PROPER DRAINAGE MUST BE ALL CANAL AND/OR DITCH CROSSINGS SHALL BE REPAIRED WITH 4" OF BENTONITE p o
ALL CONSTRUCTION ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH IDAHO STANDARDS FOR REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. p o
PUBLIC WORKS CONSTRUCTION (I.S.P.W.C. CURRENT EDITION).CONTRACTOR SHALL BE RESPONSIBLE FOR Q p W
STORM WATER PREVENTION PLAN (S.W.P.P.P.) OR LOW EROSIVITY WAIVER Z O
12) WHERE NEW CURBING IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR W O
CONCRETE PAVEMENT, THE FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF pp o O
THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR ALL UTILITY INSPECTIONS PRIOR TO ANY CONCRETE THE CONTRACTOR SHALL VERIFY THE GRADE AND CROSS SLOPE OF W
BACKFILLING. THE CURB AND GUTTER FORMS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 7
IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE DESIGN OF d coL
THE CONTRACTOR IS RESPONSIBLE TO OBTAIN THE SERVICES OF A PROFESSIONAL SURVEYOR OR ENGINEER TYPICAL CROSS SECTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR W 0-
Ld
TO ESTABLISH CONTROL STAKING FOR THE ROADWAY, WATER, AND SEWER AS DETAILED IN THESE PLANS. CURB AND GUTTER PLACED WITHOUT THE APPROVAL OF THE ENGINEER. 0-
THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH THE APPROPRIATE 13) IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT
UTILITY PERSONNEL. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR
THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS WITH THE ENGINEER. AT A MINIMUM, THE ENGINEER BETTER.
SHALL BE NOTIFIED TO INSPECT: 1) SEWER PRIOR TO BACK FILLING, 2) WATER PRIOR TO BACK FILLING, 3)
STORM SEWER PRIOR TO BACK FILLING, 4) CURB & GUTTER AND FORMS PRIOR TO POURING, 5) ROADWAY 14) THE CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY
GRADES PRIOR TO PAVING, 6) ASPHALT DURING PAVING, 7) SUBGRADE PRIOR TO PLACING FILL MATERIALS. TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE BETWEEN NEW AND EXISTING
CONSTRUCTION.
ACCEPTANCE OF ALL IMPROVEMENTS BY THE OWNER SHALL CONSTITUTE SUBSTANTIAL COMPLETION OF THIS JOB NO. 2021.010
PROJECT. 15) CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM ANY STRUCTURES AND DATE APRIL 2021
IN ALL NATURAL AND PAVED AREAS.
DRAWN By CHECKED By
HARD SURFACE DRIVEWAYS AND APPROACHES SHALL BE BORED. JTL JRL
16) TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY OTHERS. IF -SIGNS DATE
CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS
HE SHALL HAVE MADE, WITHOUT EXCEPTION AND AT HIS OWN EXPENSE, A
TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE
OWNER FOR REVIEW.
SHEET NO.
9
OF 1 0

�SONAL Fy
871
GENERAL SEWER NOTES: sTgT5/oF�o\Dl�°
e �5
CYAN LOF
1 , INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS
CONSTRUCTION
U
H
2, PRIOR TO EXCAVATION CONTACT DIGLINE AT 1 -800-342-1585 TO HAVE EXISTING UTILITY LOCATIONS MARKED.
.� ycov-I
3. RELATION TO WATER MAINS, SURFACE WATER, AND PROPERTY LINES SHALL BE FIELD VERIFIED. � o N
4. HORIZONTAL AND VERTICAL SEPARATION 10
a
�
SEWERS SHALL BE LAID AT LEAST 10 FT HORIZONTALLY FROM ANY EXISTING OR PROPOSED w
WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. W
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED y
ABOVE, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP—ON OR MECHANICAL �.
JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE AGENCY AND
BE PRESSURE TESTED TO 150 PSI TO ASSURE WATER TIGHTNESS BEFORE BACK FILLING.
5, CROSSINGS
SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE
CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. THE CROSSING SHALL BE _ w=
ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE
WATER MAIN JOINTS. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT A °° J3
SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. N<o T'a=a
< �
W,
WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED
ABOVE, ONE OF THE FOLLOWING METHODS MUST BE SPECIFIED:
a. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE
PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACK FILLING.
b. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED N A WATERTIGHT CARRIER PIPE
WHICH EXTENDS 10 FT ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR o > < (n
TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY �J
AGENCY FOR USE IN WATER MAIN CONSTRUCTION. z o
of o �
wco
z 0
2w
6. SERVICE AND CONNECTING LINES SHALL BE 4 INCH PVC, ASTM D3033 TYPE PSP OR EQUAL. 0 z
w
w
JOB NO, 2021.010
BTE APRIL 2021
DRAWN By CHECKED By
JTL JRL
BE\nsoHs DAZE
SHM NO.
10
OF 10

•
900 N.Skyline Drive,Suite B Brad Little,Governor
Idaho Falls, ID 83402 • [phone] Jess Byrne, Director
August 2, 2023
By email: [e-mail]
Jim Bernard
Landmark Development Properties, LLC
2 N. Landmark Ln, Suite 4
Rigby, ID 83442
Subject: Record Drawings Accepted— Pepperwood Crossing Division No. 3, Water and
Wastewater Improvements DEQ No. 23-07-26
Dear Mr. Bernard:
The Idaho Department of Environmental Quality (DEQ) received record drawings for the subject project
submitted to DEQ on August 2, 2023.The record drawings are sealed and signed by Ryan Loftus, PE.
The system appears to be operating as intended and the record drawings for this project are accepted
per Idaho Code § 39-118(3).
If you have any questions or comments, please contact me at [phone] or
[e-mail].
Sincerely,
Carlin Feisthamel, P.E.
Regional Engineering Manager
EDMS: 2023AFM1063
c: Troy Saffle, Regional Administrator, [e-mail]
Ryan Loftus, PE, Aspen Engineering, [e-mail]
Kellye Johnson, EIPH [e-mail]
Nathan Taylor, EIPH [e-mail]
Vincent McHenry, EIPH [e-mail]

Aspen
Engineering, Inc.
743 S. Capital Ave. Idaho Falls, ID 83402
Phone: [phone] • ryankaspeneng.net
August 2, 2023
Carlin Feisthamel
Idaho Department of Environmental Quality
900 N. Skyline Drive
Idaho Falls, Idaho 83402
RE: DEQ NO. 23-07-26 Pepperwood Crossing Division 3A As Builts
Dear Mr. Feisthamel,
This Project has been constructed according to the plans previously submitted. Please accept this
letter in lieu of as built drawings.
Sincerely,
Aspen Engineering, Inc. T
8712
BAN
Ryan Loftus, PE
CC: Kelly Johnson, EIPH
Nathan Taylor, EIPH
Tyler Ayers, DEQ
Jim Bernard