HomeMy WebLinkAbout2026-04-15 UTC CIVIL CONSTRUCTION PLANS_secureMAP OF IDAHO
NOT TO SCALE
%OISE
35O-ECT
LOCATION
5E;%85*
VICINITY MAP
SCALE 1 1000
ENGINEERING PAGE
01 OF 29
C-1.1
SHEET #
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
CONST58CTION 3LANS )O5
UNIVERSITY TOWNE CENTER
LOCATE' IN THE NO5THEAST 14 O) SECTION 3 TO:NSHI3 NO5TH
5AN*E 39 EAST %OISE 0E5I'IAN 0A'ISON CO8NT< I'AHO
35O-ECT NO. 2025011
A35IL 202
Know what's
Callbefore you dig.
below.
!!! CONTRACTOR TAKE NOTICE !!!
CONT5ACTO5 SHALL %E 5ES3ONSI%LE )8LL< CO03L< :ITH
ALL I'AHO 3OLL8TANT 'ISCHA5*E ELI0INATION S<STE0
(I3'ES) 5E48I5E0ENTS AN' IS E;3ECTE' TO 0O'I)< THE
S:333 AS NECESSA5< TO ENS85E 35O-ECT CO03LIANCE.
AS THE 5ES3ONSI%LE 3A5T< THE CONT5ACTO5 :ILL %E
5ES3ONSI%LE )O5 ALL )INES AN' 3ENALTIES INCL8'IN*
THOSE ACCESSE' TO EITHE5 THE O:NE5 O5 EN*INEE5
)O5 )AIL85E TO )8LL< 0EETI03LE0ENT STO50 :ATE5
CONT5OL 0EAS85ES THE 35O-ECT S:333 O5 I3'ES
5E*8LATIONS.
DETAIL REFERENCES NOTE
THE 'ETAILS AN' S3ECI)ICATIONS ON THIS 3LAN SET SHALL
*O9E5N THIS 35O-ECT. I) THE5E IS AN A33A5ENT CON)LICT
%ET:EEN THESE 'OC80ENTS A *O9E5NIN* STAN'A5'
THE 0O5E ST5IN*ENT 5E48I5E0ENT SHALL %E 'EE0E'
TO *O9E5N 8NLESS OTHE5:ISE A335O9E'.
PROJECT SPECIFICATIONS
THE S3ECI)ICATIONS 8SE' ON THIS 35O-ECT O8TSI'E
:HAT IS 'ETAILE' ON THESE 3LANS A5E THE I'AHO
STAN'A5'S )O5 38%LIC :O5.S CONST58CTION (IS3:C)
AN' CIT< O) 5E;%85* STAN'A5'S S3ECI)ICATIONS
C855ENT E'ITIONS. I) A CON)LICT OCC85S %ET:EEN
THESE S3ECI)ICATIONS THE 0O5E ST5IN*ENT
5E48I5E0ENT SHALL %E 'EE0E' TO *O9E5N O9E5 THE
35O-ECT AS 'ETE50INE' %< THE EN*INEE5.
KEY CONTACTS
KNUDSEN ENGINEERING KNUDSEN ENGINEERING
EN*INEE5 O) 5ECO5'
05. T<SON .N8'SEN 3.E.
09 :EST 0A3LE ST5EET
3OCATELLO I' 83201
(208) 4170522
35O-ECT 0ANA*E5
05. -OEL 3HILI3 'I;ON
09 :EST 0A3LE ST5EET
3OCATELLO I' 83201
(208) 4170522
DEVELOPER DEQ
TC 5E;%85* IN9EST0ENTS LLC
05. T<SON CICHOS (0ANA*E5)
(801) 520905
I'AHO )ALLS 5E*IONAL O))ICE
900 NO5TH S.<LINE '5I9E STE. %
I'AHO )ALLS I' 83402
(208) 528250
CITY OF REXBURG CITY OF REXBURG
38%LIC :O5.S 'I5ECTO5
05. .EITH 'A9I'SON
35 NO5TH 1VW EAST
5E;%85* I' 83440
(208) 3593020
CIT< 3LANNE5
05. ALAN 3A5.INSON
35 NO5TH 1VW EAST
5E;%85* I' 83440
(208) 372217
PROJECT REVISIONS
5E9ISION 'ATE 'ESC5I3TION
1 325202CIT< 5E9ISIONS
2 415202'E4 CIT< 5E9ISIONS
3
S
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
U
S
H
I
G
H
W
A
Y
2
0
US
H
I
G
H
W
A
Y
2
0
UNIVERSITY BLVD
U
N
I
V
E
R
S
I
T
Y
B
L
V
D
W 7TH SW 7TH S
S
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
W POLELINE ROADW POLELINE ROAD
UNIVERSITY BLVD
PROJECT LOCATION
SHEET LIST TABLE
SHEET SHEET TITLE
C1.1 TITLE SHEET
C1.2 35O-ECT NOTES
C2.1 SITE S859E< 'E0OLITION 3LAN
C3.1 SITE 3LAN O9E59IE:
C3.2 <ELLO:STONE HI*H:A< A5EA SITE 3LAN
C3.3 SO8TH:EST A5EA SITE 3LAN
C3.4 SO8THEAST A5EA SITE 3LAN
C3.5 NO5TH A5EA SITE 3LAN
C4.1 E5OSION SE'I0ENT CONT5OL 3LAN
C5.1 *5A'IN* 3LAN O9E59IE:
C5.2 <ELLO:STONE HI*H:A< A5EA *5A'IN* 3LAN
C5.3 SO8TH:EST A5EA *5A'IN* 3LAN
C5.4 SO8THEAST A5EA *5A'IN* 3LAN
C5.5 NO5TH A5EA *5A'IN* 3LAN
C.1 3LAN AN' 35O)ILE O9E59IE: SHEET
C.2 3LAN 35O)ILE )O5 0I;E' 8TILIT< ALI*N0ENT A
C.3 3LAN 35O)ILE )O5 0I;E' 8TILIT< ALI*N0ENT %
C.4 3LAN 35O)ILE )O5 0I;E' 8TILIT< ALI*N0ENT C
C.5 3LAN 35O)ILE )O5 0I;E' 8TILIT< ALI*N0ENT '
C.3LAN 35O)ILE )O5 0I;E' 8TILIT< ALI*N0ENT E
C.7 3LAN 35O)ILE )O5 0I;E' 8TILIT< ALI*N0ENT )
C.8 3LAN 35O)ILE )O5 <ELLO:STONE HI*H:A< ALI*N0ENT
C7.1 35O-ECT SI*NA*E ST5I3IN* 3LAN
C7.2 LAN'SCA3E 3LAN
'1.1 35O-ECT 'ETAIL SHEET
'1.2 35O-ECT 'ETAIL SHEET
'1.3 35O-ECT 'ETAIL SHEET
'1.4 35O-ECT 'ETAIL SHEET
'1.5 35O-ECT 'ETAIL SHEET
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
02 OF 29
C-1.2UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PROJECT NOTES
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1 CIT< 5E9ISIONS -3' T5H 2020325
2
Know what's
Callbefore you dig.
below.
GENERAL NOTES
1.ALL 'ISTANCES AN' 'ATA SHALL %E CHEC.E' %< THE CONT5ACTO5 35IO5
TO THE STA5T O) CONST58CTION. IN THE CASE O) AN< CON)LICTS THE
CONT5ACTO5 SHALL NOTI)< THE EN*INEE5 I00E'IATEL< SO THAT
CLA5I)ICATION 0A< %E 0A'E 35IO5 TO THE STA5T O) :O5..
2.THE CONT5ACTO5 SHALL 5ETAIN AN' 35OTECT O5 5E0O9E AN' 5E3LACE
ALL LAN'SCA3IN* T5EES 'ITCHES C8L9E5TS SI*NS 0AIL%O;ES
8TILITIES SI'E:AL.S AN' AN< OTHE5 0ISCELLANEO8S ITE0S. AN<
'A0A*E TO THESE ITE0S %< THE CONT5ACTO5 SHALL %E 5E3AI5E' TO
THE SATIS)ACTION O) THE 35I9ATE O:NE5 :ITHO8T AN< E;3ENSE TO
THE O:NE5S.
3.ALL CONC5ETE 5E48I5E' ON THIS 35O-ECT SHALL %E 4000 3SI (28 'A<)
CONC5ETE AS 'ETAILE' IN THE I'AHO STAN'A5'S )O5 38%LIC :O5.S
CONST58CTION SECTION 700. CLASS 4000% O5 4000%) I) )L< ASH IS
S3ECI)IE' O5 5E48I5E' %< LOCAL A8THO5IT<.
4.:HE5E :O5. IS 3E5)O50E' ON EASE0ENTS THE CONT5ACTO5 SHALL
TA.E E9E5< 35ECA8TION TO ELI0INATE AN< A'9E5SE I03ACTS TO THE
A'-ACENT 35O3E5T< AN' 5ESTO5E THE EASE0ENT TO ITS O5I*INAL
CON'ITION. ALL %AC.)ILL SHALL %E CO03ACTE' TO 95 O) 0A;
'ENSIT<.
5.IT SHALL %E THE 5ES3ONSI%ILIT< O) THE CONT5ACTO5 TO 35O9I'E ALL
:ATE5 5E48I5E' )O5 '8ST A%ATE0ENT CO03ACTION ETC. TH5O8*H
THE CO03LETION O) THE 35O-ECT.
.THE CONT5ACTO5 SHALL %E 5ES3ONSI%LE )O5 SEC85IN* SO85CES )O5
*5AN8LA5 0ATE5IALS :ATE5 :ASTE SITES AN' AN< OTHE5 0ATE5IALS
SO85CES AS 5E48I5E' )O5 35O-ECT CO03LETION.
7.THE CONT5ACTO5 SHALL TA.E 35ECA8TIONS TO ENS85E A'E48ATE
IN)O50ATION ON S8%S85)ACE CON'ITIONS 35IO5 TO %I''IN* THE
35O-ECT AN' SHALL CON'8CT :HATE9E5 S8%S85)ACE IN9ESTI*ATIONS
A5E NECESSA5<.
8.AN< :O5. 'ONE :ITHIN A 38%LIC 5I*HTO):A< SHALL %E
COO5'INATE' :ITH THE CIT< O) 5E;%85* AN' SHALL 0EET THE
5E48I5E0ENTS O) THE CIT< O) 5E;%85* AN' THE 5E48I5E0ENTS O)
AN< 5I*HTO):A< O5 S3ECIAL 8SE 3E50ITS.
9.THE CONT5ACTO5 IS 5ES3ONSI%LE )O5 '8ST A%ATE0ENT AN' AN<
LIA%ILIT< ISS8ES 5ELATE' TO '8ST AT AN< LOCATION :HICH 0A< %E
CA8SE' %< THIS 35O-ECT.
10.CONT5ACTO5 SHALL COO5'INATE ALL CONST58CTION ACCESS AN'
5ELATE' T5A))IC CONT5OL :ITH THE CO8NT< CIT< AN' STATE
5OA':A< 'E3A5T0ENTS. THE EN*INEE5 SHALL 5E9IE: ALL T5A))IC
CONT5OL 3LANS.
11.CONT5ACTO5 SHALL HI5E A 0ATE5IALS TESTIN* )I50 TO 35O9I'E ALL
TESTIN* NECESSA5< TO CO03L< :ITH THE 5E48I5E0ENTS O) THE CIT<
O) 5E;%85* AN'O5 IS3:C C855ENT E'ITION. CONT5ACTO5 SHALL
.EE3 A CO3< O) THE IS3:C ON SITE.
12.CONT5ACTO5 SHALL 5ECO5' AN< CHAN*ES TO THESE 3LANS ON A SET
O) '5A:IN*S 0A5.E' AS 5ECO5' '5A:IN*S AN' .E3T ONSITE.
5ECO5' '5A:IN*S SHALL %E 5ET85NE' TO THE EN*INEE5 AT
CO03LETION O) THE 35O-ECT. EN*INEE5 :ILL 35O9I'E A 'I*ITALL<
ALTE5E' CO3< O) 5ECO5' '5A:IN*S TO THE CIT< O) 5E;%85* 83ON
CO03LETION.
13.THE CONT5ACTO5 SHALL %E 5ES3ONSI%LE TO 35O9I'E ALL NECESSA5<
T5A))IC 3E'EST5IAN CONT5OL )O5 35OTECTION O) THE :O5. A5EA.
THE CONT5ACTO5 SHO8L' 5E)E5ENCE THE 0AN8AL )O5 8NI)O50
T5A))IC CONT5OL 'E9ICES.
14.ALL CONST58CTION ON THIS 35O-ECT SHALL %E 3E5)O50E' IN
ACCO5'ANCE :ITH I'AHO STAN'A5'S )O5 38%LIC :O5.S
CONST58CTION (I.S.3.:.C. C855ENT E'ITION) INCL8'IN* S3ECIAL
35O9ISIONS AN'O5 5E9ISIONS %< THE CIT< O) 5E;%85*.
15.THE CONT5ACTO5 SHALL COO5'INATE ALL INS3ECTIONS (CON)I50
C5ITE5IA )5E48ENC< AN' NOTI)ICATION 5ES3ONSI%ILIT< '85IN*
35ECONST58CTION 0EETIN*).
1.ACCE3TANCE O) ALL I035O9E0ENTS %< THE CIT< O) 5E;%85* EN*INEE5
AN' O:NE5 SHALL CONSTIT8TE S8%STANTIAL CO03LETION O) THIS
35O-ECT.
17.COO5'INATE ST5EET SI*NA*E :ITH CIT< O) 5E;%85*.
18.ALL 38%LIC AN' 35I9ATE 8TILITIES 08ST %E CONST58CTE' 35IO5 TO
CONTIN8IN* 5OA':A< CONST58CTION %E<ON' S8%*5A'E.
EROSION CONTROL NOTES
1.THE CONT5ACTO5 IS 5ES3ONSI%LE TO ENS85E THAT ALL 0EAS85ES CONTAINE' IN THIS 3LAN
SHALL %E 0AINTAINE' IN )8LL< )8NCTIONAL CON'ITION 8NTIL )INAL STA%ILI=ATION O) THE
SITE. ALL E5OSION AN' SE'I0ENTATION CONT5OL 0EAS85ES SHALL %E CHEC.E' %< A
48ALI)IE' IN'I9I'8AL AT LEAST ONCE E9E5< 2 :EE.S AN' :ITHIN 24 HO85S O) THE EN' O) A
5AIN)ALL E9ENT AN' SHO8L' %E CLEANE' AN' 5E3AI5E' IN ACCO5'ANCE :ITH THE
)OLLO:IN*
1A.INLET 35OTECTION 'E9ICES AN' %A55IE5S SHALL %E )I;E' O5 5E3LACE' I) THE< SHO: SI*NS O)
8N'E50ININ* O5 SHALL %E 5E3LACE' I) THE< SHO: SI*NS O) 'ETE5IO5ATION.
1%.ALL SEE'E' A5EAS SHALL %E CHEC.E' 5E*8LA5L< TO SEE THAT A *OO' STAN' IS 0AINTAINE'.
A5EAS SHO8L' %E )E5TILI=E' 5ESEE'E' AN' :ATE5E' AS NEE'E'.
1C.SILT )ENCES SHALL %E 5E3AI5E' TO THEI5 O5I*INAL CON'ITIONS I) 'A0A*E'. SE'I0ENT SHALL
%E 5E0O9E' )O50 THE SILT )ENCES :HEN IT 5EACH ONETHI5' (13) TO ONEHAL) (12) THE
HEI*HT O) THE SILT )ENCE.
1'.THE CONST58CTION ENT5ANCE SHALL %E 0AINTAINE' IN A CON'ITION :HICH :ILL 35E9ENT
T5AC.IN* O5 )LO: O) 08' ONTO 38%LIC 5I*HTSO):A<. THIS 0A< 5E48I5E 3E5IO'IC
5E3LACIN* TO TO3 '5ESSIN* O) THE CONST58CTION ENT5ANCES :ITH CLEAN 5OC. AS
CON'ITIONS 'E0AN'.
1E.THE TE03O5A5< 3A5.IN* AN' STO5A*E A5EA SHALL %E .E3T IN *OO' CON'ITION (S8ITA%LE
)O5 3A5.IN* AN' STO5A*E). THIS 0A< 5E48I5E 3E5IO'IC TO3 '5ESSIN* O) THE TE03O5A5<
3A5.IN* A5EA :ITH C58SHE' 5OC. AS CON'ITIONS 'E0AN'.
1).O8TLET ST58CT85ES IN THE SE'I0ENTATION %ASINS SHALL %E 0AINTAINE' IN O3E5ATIONAL
CON'ITIONS AT ALL TI0ES. SE'I0ENT IN THE SE'I0ENTATION %ASINS SHALL NOT E;CEE' THE
SE'I0ENTATION CLEAN O8T LE9EL.
1*I) THE STONES IN THE *5A9EL INLET SE'I0ENT )ILTE5S %ECO0E CLO**E' :ITH SE'I0ENT THE
STONES 08ST %E 38LLE' A:A< CLEANE' AN' 5E3LACE'.
1H.THE SE'I0ENTATION %ASIN SHALL %E CHEC.E' 5E*8LA5L< TO ENS85E THAT IT IS ST58CT85ALL<
SO8N' AN' HAS NOT %EEN 'A0A*E' %< E5OSION O5 CONST58CTION E48I30ENT AN' THAT
SE'I0ENT THAT HAS %8ILT 83 IS 5E0O9E'.
2.A''ITIONAL E5OSION CONT5OL 0EAS85ES 0A< %E 5E48I5E' '8E TO 8N)O5ESEEN 35O%LE0S
O5 I) THE 3LAN 'OES NOT )8NCTION AS INTEN'E'. A 5E35ESENTATI9E O) THE CIT< O)
5E;%85* O5 EN*INEE5 0A< 5E48I5E A''ITIONAL CONT5OL 'E9ICES 83ON INS3ECTION O)
THE SITE I) IT IS 'ETE50INE' 35O3OSE' 0EAS85ES A5E INE))ECTI9E.
3.ALL A5EAS 'IST85%E' '85IN* CONST58CTION SHALL %E 3A9E' SEE'E' :ITH NATI9E
9E*ETATION O5 LAN'SCA3E'. 5E)E5 TO LAN'SCA3E 3LANS )O5 SEE' 0I; AN' 3LANTIN*
S3ECI)ICATIONS.
4.ALL E5OSION CONT5OL 0EAS85ES A5E S8%-ECT TO 0O'I)ICATION CHAN*E ETC.
TH5O8*HO8T THE CONST58CTION. THIS 3LAN IS INTEN'E' TO %E A *8I'E TO CONT5OL
E5OSION HO:E9E5 A''ITIONAL 0EAS85ES 0A< NEE' TO %E E03LO<E' TO CONT5OL
E5OSION '85IN* AN' A)TE5 CONST58CTION. THE CONT5ACTO5 IS 5ES3ONSI%LE TO E03LO<
AN' 'OC80ENT ALL 0EAS85ES NECESSA5< TO CONT5OL E5OSION AN' 35OTECT THE
EN9I5ON0ENT AN' TO )8LL< CO03L< :ITH I3'ES 5E48I5E0ENTS. 0O'I)ICATION O) THIS 3LAN
AN' S833O5TIN* 'OC80ENTATION %< THE 8SE5 O5 CONT5ACTO5 ACCE3TS )8LL
5ES3ONSI%ILIT< )O5 I3'ES CO03LIANCE.
5.ALL 0ATE5IALS S3ILLE' '5O33E' :ASHE' O5 T5AC.E' )5O0 9EHICLES ONTO 5OA':A<S O5
INTO STO50 '5AINS 08ST %E 5E0O9E' I00E'IATEL< 83ON OCC855ENCE.
.ALL O))SITE CONST58CTION SHALL %E STA%ILI=E' AT THE EN' O) EACH :O5.IN* 'A<. THIS
INCL8'ES %AC. )ILLIN* O) T5ENCHES )O5 STO50 '5AIN CONST58CTION AN' 3LACE0ENT O)
*5A9EL O5 %IT80INO8S 3A9IN* )O5 5OA' CONST58CTION.
7.ALL TE03O5A5< E5OSION AN' SE'I0ENT CONT5OL 0EAS85ES SHALL %E 'IS3OSE' O) :ITHIN
30 'A<S A)TE5 )INAL STA%ILI=ATION. )INAL STA%ILI=ATION HAS OCC855E' :HEN ALL SOIL
'IST85%IN* ACTI9ITIES A5E CO03LETE' AN' A 8NI)O50 3E5ENNIAL 9E*ETATI9E CO9E5 :ITH A
'ENSIT< O) 70 O) THE CO9E5 )O5 8N3A9E' A5EAS AN' A5EAS NOT CO9E5E' %< 3E50ANENT
ST58CT85ES HAS %EEN E03LO<E'.
8.ALL :ASH :ATE5 (CONC5ETE T58C.S 9EHICLE CLEANIN* ETC.) SHALL %E 'IS3OSE' O) IN THE
:ASHO8T A5EA AS 'ETAILE' IN THE 3LANS.
9.ALL :ASH :ATE5 (CONC5ETE T58C.S 9EHICLE CLEANIN* ETC.) SHALL %E 'IS3OSE' O) IN THE
:ASHO8T A5EA AS 'ETAILE' IN THE 3LANS. 0AINTAIN ON THE SITE O5 HA9E 5EA'IL< A9AILA%LE
S8))ICIENT OIL AN' *5EASE A%SO5%IN* 0ATE5IALS AN' )LOATATION %OO0S TO CONTAIN
AN' CLEAN83 )8EL O5 CHE0ICAL S3ILLS AN' LEA.S.
10.AT ALL TI0ES '85IN* CONST58CTION THE CONT5ACTO5 SHALL %E 5ES3ONSI%LE )O5
35E9ENTIN* AN' CONT5OLLIN* E5OSION '8E TO :IN' AN' 58NO)). THE CONT5ACTO5
SHALL ALSO %E 5ES3ONSI%LE )O5 0AINTAININ* E5OSION CONT5OL )ACILITIES AN' INS85IN*
SE'I0ENT 5E0AINS ONSITE '85IN* CONST58CTION. THE CONT5ACTO5 SHALL 0A.E
35O9ISIONS TO CONT5OL :ATE5 AS IT 3ASSES TH5O8*H THESE.
11.CONT5ACTO5 SHALL %E 5ES3ONSI%LE )O5 CLEANIN* AN' 0AINTAININ* '5AINA*E AN'
E5OSION CONT5OL )ACILITIES AS 5E48I5E'. ST5EETS SHALL %E .E3T CLEAN O) 'E%5IS T5AC.E'
TO AN' )5O0 THE 35O-ECT SITE AN' SHALL %E S:E3T AS NECESSA5<.
12.CONT5ACTO5 SHALL 8SE 9EHICLE T5AC.IN* CONT5OL AT ALL LOCATIONS :HE5E 9EHICLES
ENTE5 O5 E;IT THE SITE. THESE )ACILITIES SHALL %E 0AINTAINE' :HILE CONST58CTION IS IN
35O*5ESS 0O9E' :HEN NECESSA5< AN' 5E0O9E' :HEN THE SITE IS 3A9E'.
13.E5OSION CONT5OL ST58CT85ES %ELO: SO''E' A5EAS 0A< %E 5E0O9E' ONCE SO' AN'
)INAL LAN'SCA3IN* IS IN 3LACE. E5OSION CONT5OL ST58CT85ES %ELO: SEE'E' A5EAS 08ST
5E0AIN IN 3LACE 8NTIL THE ENTI5E A5EAS HAS ESTA%LISHE' A 0AT85E CO9E5IN* O) HEALTH<
9E*ETATION. E5OSION CONT5OL IN 35O3OSE' 3A9E' A5EAS SHALL 5E0AIN IN 3LACE 8NTIL
3A9E0ENT IS CO03LETE.
14.)8*ITI9E '8ST %LO:IN* )5O0 THE SITE SHALL %E CONT5OLLE' %< S35A<IN* :ATE5 AN' '8ST
CONT5OL 3OL<0E5S AS NEE'E' ON '5< A5EAS O) THE SITE. THE 8SE O) 0OTO5 OILS AN'
OTHE5 3ET5OLE80 %ASE' O5 TO;IC LI48I'S )O5 '8ST S8335ESSION O3E5ATIONS IS
A%SOL8TEL< 35OHI%ITE'.
15.INLET 35OTECTION SHALL %E 0AINTAINE' 8NTIL ALL CONST58CTION AN' LAN'SCA3IN* IS
CO03LETE.
1.I) SOIL STOC.3ILIN* IS E03LO<E' ON THE SITE SILT )ENCES SHALL %E 8SE' TO HEL3 CONTAIN THE
SE'I0ENT. S8CH SILT )ENCES :ILL %E CONSI'E5E' TO %E THE CONT5ACTO5
S 5ES3ONSI%ILIT< AN'
NOT NECESSA5IL< INCL8'E' IN THE 48ANTIT< O) SILT )ENCE AS SHO:N O5 'ESC5I%E' ON THIS
3LAN.
17.I) THE STA%ILI=E' CONST58CTION ENT5ANCES A5E NOT E))ECTI9E IN 5E0O9IN* THE 0A-O5IT< O)
'I5T O5 08' )5O0 THE TI5ES O) THE CONST58CTION 9EHICLES THEN THE TI5ES 08ST %E :ASHE'
%E)O5E THE 9EHICLES ENTE5 A 38%LIC 5OA'. I) :ASHIN* IS 8SE' 35O9ISIONS 08ST %E 0A'E TO
INTE5CE3T THE :ASH :ATE5 AN' T5A3 THE SE'I0ENT %E)O5E IT IS CA55IE' O)) THE SITE.
18.INLET 35OTECTION 'E9ICES SHALL %E INSTALLE' I00E'IATEL< 83ON IN'I9I'8AL INLETS %ECO0IN*
)8NCTIONAL.
19.0AINTAIN ON THE SITE O5 HA9E 5EA'IL< A9AILA%LE S8))ICIENT OIL AN' *5EASE A%SO5%IN*
0ATE5IALS AN' )LOATATION %OO0S TO CONTAIN AN' CLEAN83 )8EL O5 CHE0ICAL S3ILLS AN'
LEA.S.
20.NO 58%%ISH T5ASH *A5%A*E O5 OTHE5 S8CH 0ATE5IALS SHALL %E 'ISCHA5*E' INTO '5AINA*E
'ITCHES :ATE5S O) THE STATE O5 IN AN< A5EA THAT IS NOT A335O9E' TO ACCE3T S8CH
0ATE5IALS.
21.SLO3ES SHALL %E LE)T IN A 5O8*HENE' CON'ITION '85IN* THE *5A'IN* 3HASE TO 5E'8CE
58NO)) 9ELOCITIES AN' E5OSION (CAT T5AC.).
22.THE CONT5ACTO5 SHALL %E 5ES3ONSI%LE )O5 A'-8STIN* THE E5OSION CONT5OL 0EAS85ES (SILT
)ENCES 'ITCHES ETC.) '8E TO *5A'E CHAN*ES AN' OTHE5 :O5. '85IN* THE 'E9ELO30ENT
O) THE 35O-ECT.
23.THE TE03O5A5< 3A5.IN* AN' STO5A*E A5EA SHALL ALSO %E 8SE' AS THE E48I30ENT
0AINTENANCE E48I30ENT CLEANIN* A5EA E03LO<EE %5EA. A5EA AN' A5EA )O5 LOCATION
3O5TA%LE )ACILITIES O))ICE T5AILE5S AN' TOILET )ACILITIES.
24.THIS 3LAN IS ONL< TO %E 8SE' )O5 INSTALLATION )O5 E5OSION CONT5OL )ACILITIES. 'O NOT 8SE
THIS 3LAN )O5 *5A'IN* O5 8TILIT< CONST58CTION.
25.35O9I'E A CO3< O) THE S:333 AN' NOI TO THE CIT< 35IO5 TO %E*INNIN* :O5..
DEMOLITION NOTES
1.THE CONT5ACTO5 IS 5ES3ONSI%LE )O5 5E0O9IN* ALL 'E%5IS )5O0 THE
SITE AN' 'IS3OSE IN A LA:)8L 0ANNE5 IN ACCO5'ANCE :ITH ALL
LOCAL STATE AN' )E'E5AL 5E*8LATIONS. THE CONT5ACTO5 IS
5ES3ONSI%LE )O5 O%TAININ* AN' 3A<IN* THE COST O) ALL 3E50ITS
AN' 'IS3OSAL )EES 5E48I5E' )O5 'E0OLITION AN' 'IS3OSAL. IT SHALL
%E THE 5ES3ONSI%ILIT< O) THE CONT5ACTO5 TO INS3ECT THE 35O3E5T<
)O5 T<3E AN' 48ANTIT< O) 'E0OLITION 5E48I5E' 35IO5 TO
S8%0ISSION O) A %I'. THE %I' SHALL 5E)LECT THE 5E0O9AL O) ALL ITE0S
NECESSA5< TO CO03LETE THE 35O-ECT AS 'ETAILE' IN THESE 3LANS.
2.THE CONT5ACTO5 SHALL O%TAIN :5ITTEN 3E50ISSION )5O0 ALL 8TILIT<
CO03ANIES 35IO5 TO AN< 'E0OLITION :O5. 'ISCONNECTION
A%AN'ON0ENT O) AN< SE59ICES. THE CONT5ACTO5 IS 5ES3ONSI%LE
)O5 O%TAININ* AN' CO03L<IN* :ITH ALL 5E48I5E0ENTS O) THE
5ES3ECTI9E 8TILIT< CO03ANIES. THE CONT5ACTO5 SHALL COO5'INATE
:ITH THE 8TILIT< CO03ANIES CONCE5NIN* 3O5TIONS O) :O5. :HICH
0A< %E 3E5)O50E' %< THE 8TILIT< CO03AN<
S )O5CES AN' AN< )EES
:HICH A5E TO %E 3AI' TO THE 8TILIT< CO03AN< )O5 THEI5 SE59ICES.
THE CONT5ACTO5 IS 5ES3ONSI%LE )O5 3A<IN* ALL )EES AN' CHA5*ES.
A'E48ATE TI0E SHALL %E 35O9I'E' )O5 5ELOCATION AN' CLOSE
COO5'INATION :ITH THE 8TILIT< CO03AN< IS NECESSA5< TO 35O9I'E
A S0OOTH T5ANSITION IN 8TILIT< SE59ICE.
3.ALL E;ISTIN* SE:E5S 3I3IN* AN' 8TILITIES SHO:N A5E NOT TO %E
INTE535ETE' AS THE E;ACT LOCATION O5 AS THE ONL< O%STACLES THAT
0A< OCC85 ON THE SITE. 9E5I)< E;ISTIN* CON'ITIONS AN' 35OCEE'
:ITH CA8TION A5O8N' AN< ANTICI3ATE' )EAT85ES. THE EN*INEE5
ASS80ES NO 5ES3ONSI%ILIT< )O5 THEI5 ACC85AC<. 35O9I'E NOTICE
AN' COO5'INATE :ITH ALL 8TILIT< CO03ANIES 5E*A5'IN*
'EST58CTION AN' 5E0O9AL O) SE59ICE LINE AN' CA3 ALL LINES THAT
A5E NOT IN 8SE %E)O5E CON'8CTIN* THE SITE :O5.. 8TILITIES
'ETE50INE' TO %E A%AN'ONE' AN' LE)T IN 3LACE SHALL %E )8LL<
CA33E' :ITH A :ATE5 TI*HT CA3 AN' ENCASE' IN )LO:A%LE )ILL IS3:C
SECTION 700.
4.CONT5ACTO5 08ST 35OTECT THE 38%LIC AT ALL TI0ES :ITH )ENCIN*
%A55ICA'ES ENCLOS85ES ETC. TO THE STAN'A5' CONST58CTION
35ACTICES AN' AS A335O9E' %< THE EN*INEE5.
5.35IO5 TO 'E0OLITION OCC855IN* ALL E5OSION CONT5OL 'E9ICES
A5E TO %E INSTALLE'.
.CONT5ACTO5S SHALL LI0IT SA: C8T 3A9E0ENT 5E0O9AL TO ONL<
THOSE A5EAS :HE5E SHO:N ON THESE CONST58CTION 3LANS.
CONT5ACTO5 SHALL 35OTECT A'-ACENT S85)ACE I035O9E0ENTS )5O0
'A0A*E. I) 'A0A*E OCC85S THE CONT5ACTO5 SHALL %E 5ES3ONSI%LE
)O5 ITS 5E0O9AL AN' 5E3AI5.
SEWER NOTES
1.ALL 'ISTANCES AN' 'ATA SHALL %E CHEC.E' %< THE CONT5ACTO5 35IO5 TO THE
STA5T O) CONST58CTION. IN THE CASE O) AN< CON)LICTS THE CONT5ACTO5 SHALL
NOTI)< THE EN*INEE5 I00E'IATEL< SO THAT CLA5I)ICATION 0A< %E 0A'E 35IO5 TO
THE STA5T O) :O5..
2.'I0ENSIONS SHO:N A5E TO THE CENTE5 O) THE 3I3ELINE 8NLESS OTHE5:ISE NOTE'.
3.'ISTANCES SHO:N ALON* 3I3ELINES A5E HO5I=ONTAL 'ISTANCES AN' NOT ACT8AL
3I3E LEN*TH. 0O5E 3I3E 0A< %E 5E48I5E' TO CO03LETE CONST58CTION THAN IS
'I0ENSIONE' ON THE 3LANS.
4.0INI080 SE3A5ATION %ET:EEN NE: 3I3ELINES AN' E;ISTIN* 8TILITIES AN'
ST58CT85ES (E;CE3T :ATE5) SHALL %E )I9E )EET HO5I=ONTALL<. THE5E SHALL %E TEN
)EET 0INI080 SE3A5ATION %ET:EEN ALL NE: :ATE5LINES AN' NE: SE:E5 LINES
E;CE3T :HE5E THE LINES C5OSS AT A335O;I0ATE 5I*HT AN*LES. A 0INI080 O) 18
INCHES 9E5TICAL SE3A5ATION SHALL %E 0AINTAINE' AT ALL C5OSSIN*S. SEE THE
'ETAILS IN THE 35O-ECT 3LANS.
5.ALL SE:E5 S<STE0 CO03ONENTS SHALL %E INSTALLE' 35O3E5L< TESTE' 9I'EO
INS3ECTE' AN' A335O9E' 35IO5 TO CONTIN8IN* AN< 5OA':A< CONST58CTION. I)
NECESSA5< THE CONT5ACTO5 SHALL 3A< )O5 THIS E;3ENSE AN' IT IS CONSI'E5E'
INCI'ENTAL TO SE:E5 CONST58CTION.
.CONT5ACTO5 SHALL 35O9I'E ALL NECESSA5< )ITTIN*S HA5':A5E LA%O5 ETC. TO
CONST58CT 9E5TICAL AN' HO5I=ONTAL %EN'S IN 3I3E AS NEE'E' TO 0EET THE
5E48I5E' *5A'ES ALI*N0ENTS AN' CO9E5 5E48I5E0ENTS.
7.THE CONT5ACTO5 SHALL CON'8CT A LO: 35ESS85E AI5 TEST H<'5OSTATIC TEST
AN' 'E)LECTION TEST AS O8TLINE' IN IS3:C SECTION 501.3.4 S8%SECTIONS C '
AN' * O) 'I9ISION 500 AS A33LICA%LE 3E5 THESE STAN'A5'S.
8.INSTALL A CLEANO8T AT THE %AC. O) THE EASE0ENT LINE.
9.ALL 0ANHOLES TO %E CONCENT5IC 3E5 CIT< O) 5E;%85* STAN'A5' 'ETAILS. SE:E5
LATE5ALS TO CON)O50 TO CIT< O) 5E;%85* STAN'A5' 'ETAILS.
WATER NOTES
1.'I0ENSIONS SHO:N A5E TO THE CENTE5 O) THE 3I3ELINE 8NLESS OTHE5:ISE NOTE'.
2.'ISTANCES SHO:N ALON* 3I3ELINES A5E HO5I=ONTAL 'ISTANCES AN' NOT ACT8AL
3I3E LEN*TH. 0O5E 3I3E 0A< %E 5E48I5E' TO CO03LETE CONST58CTION THAN IS
'I0ENSIONE' ON THE 3LANS.
3.ALL :ATE5 LINES A5E TO %E LOCATE' AS SHO:N ON THE 35O-ECT 3LANS 8NLESS
5ELOCATE' IN THE )IEL' %< THE EN*INEE5.
4.0INI080 CLEA5ANCE %ET:EEN NE: 3I3ELINES AN' E;ISTIN* 8TILITIES AN'
ST58CT85ES (E;CE3T SE:E5S) SHALL %E )I9E )EET HO5I=ONTALL<. SE3A5ATION %ET:EEN
:ATE5 LINES AN' OTHE5 8TILITIES SHALL %E 10
0IN.
5.TH58ST %LOC.S SHALL %E 3LACE' ON :ATE5LINES AT ALL 'I5ECTION CHAN*ES
)ITTIN*S %EN'S EL%O:S )I5E H<'5ANTS AN' *ATES 9AL9ES AS SHO:N IN THE
35O-ECT 3LANS.
.0INI080 CO9E5 )O5 :ATE5LINES SHALL %E )I9E )EET SI; )EET 0A;I080 0EAS85E'
TO THE TO3 O) THE 3I3E.
7.THE5E SHALL %E TEN )EET 0INI080 SE3A5ATION %ET:EEN ALL NE: :ATE5LINES AN'
NE: SE:E5 LINES E;CE3T :HE5E THE LINES C5OSS AT A335O;I0ATE 5I*HT AN*LES. A
0INI080 O) 18 INCHES 9E5TICAL SE3A5ATION SHALL %E 0AINTAINE' AT ALL
C5OSSIN*S. SEE THE 'ETAILS IN THE 35O-ECT 3LANS.
8.THE CONT5ACTO5 SHALL COO5'INATE ALL LI9E TA3S AN' AN< OTHE5 :O5. O5
0ANI38LATION O) THE E;ISTIN* :ATE5 S<STE0 :ITH THE EN*INEE5 AN' THE :ATE5
S<STE0 O:NE5 CIT<.
9.3I3E 5E'8CE5S I) 8SE' SHALL %E CONCENT5IC.
10.ALL AI5 5ELEASE AN' CO0%INATION AI5 9AL9ES SHALL %E INSTALLE' AT AN< HI*H
3OINT C5EATE' '85IN* INSTALLATION O) THE :ATE5 LINE. CONT5ACTO5 SHALL
5ECO5' ACT8AL LOCATION O) 9AL9ES ON )IEL' 5ECO5' '5A:IN*S.
11.)O5 CONNECTIONS TO E;ISTIN* :ATE5 LINES SE:E5 LINES O5 AN< OTHE5 8TILITIES
CONT5ACTO5 SHALL )IEL' 9E5I)< ALL 3I3E 'IA0ETE5S 3I3E 0ATE5IALS )ITTIN* ETC.
35IO5 TO O5'E5IN* )ITTIN* AN' 0ATE5IALS. NO 3A<0ENT :ILL %E 0A'E )O5
SHI33IN* O5 5ESTOC.IN* O5 5E)A%5ICATION O) )ITTIN*S.
12.ALL *ATE 9AL9ES SHALL %E LOCATE' NEA5 TO TEES O5 C5OSSES AN' THEI5
ASSOCIATE' 5E'8CE5S AS SHO:N ON THE 35O-ECT 3LANS.
13.ALL C5OSSES AN' TEES SHALL %E INSTALLE' :ITH THE %5ANCHES HA9IN* THE SI=E O)
THE LA5*EST A'-OININ* 3I3E 8NLESS OTHE5:ISE SHO:N. THE CONNECTION TO THE
S0ALLE5 LINES SHALL THEN %E 0A'E %< 0EANS O) 5E'8CE5S.
14.ALL :ATE5 AN' I55I*ATION S<STE0 CO03ONENTS SHALL %E INSTALLE' 35O3E5L<
TESTE' 9I'EO INS3ECTE' (I) S3ECI)IE') AN' A335O9E' 35IO5 TO CONTIN8IN* AN<
5OA':A< CONST58CTION. I) NECESSA5< THE CONT5ACTO5 SHALL 3A< )O5 THIS
E;3ENSE AN' IT IS CONSI'E5E' INCI'ENTAL TO :ATE5 AN'O5 I55I*ATION
CONST58CTION.
15.ALL 0ECHANICAL -OINT )ITTIN*S SHALL %E 5EST5AINE' 8SIN* 0E*AL8* 5EST5AININ*
*LAN'S AN' 5EST5AININ* CO83LE5S I) NECESSA5< TO 'E9ELO3 THE CO55ECT
5EST5AININ* LEN*THS IN ACCO5'ANCE :ITH E%AA I5ON O5 A335O9E' E48AL.
1.ALL 0AINLINE 9AL9ES AN' )ITTIN* CONNECTIONS A'-ACENT TO EACH OTHE5 :ILL %E
5E48I5E' TO %E )LAN*E'.
17.ALL )ITTIN*S TO %E LOCATE' %< THE CIT< AN' INS3ECTE' %< THE CIT< 35IO5 TO %EIN*
CO9E5E'.
18.ALL )ITTIN*S TO HA9E AN A335O35IATE SI=E' TH58ST %LOC. AN' THE TH58ST %LOC.
SHALL %E INS3ECTE' %< THE CIT< 35IO5 TO %EIN* CO9E5E'.
19.ALL :ATE5 0ETE5S TO %E INSTALLE' 3E5 CIT< O) 5E;%85* STAN'A5' 'ETAILS.
GRADING NOTES
1.CONTO85S SHO:N A5E )O5 )INISHE' *5A'ES. CALC8LATION
TO A'-8ST S8%*5A'E IS THE CONT5ACTO5
S 5ES3ONSI%ILIT<. THE
TO3 SI; () INCHES O) 0ATE5IAL IN LAN'SCA3E' A5EAS SHALL %E
TO3SOIL.
2.I) '85IN* THE *5A'IN* 35OCESS CON'ITIONS A5E
ENCO8NTE5E' :HICH CO8L' IN'ICATE THAT AN 8NI'ENTI)IE'
SIT8ATION IS 35ESENT THE EN*INEE5 SHALL %E CONTACTE' )O5
5ECO00EN'ATIONS.
3.8NLESS OTHE5:ISE SHO:N NO 35O3OSE' SLO3E SHALL E;CEE'
TH5EE (3) HO5I=ONTAL TO ONE (1) 9E5TICAL. ALL SLO3E' A5EAS
08ST %E 35OTECTE' )5O0 E5OSION %< CAT T5AC.IN*
TE03O5A5< STA%ILI=ATION 8NTIL )INAL LAN'SCA3IN* INSTALLE'.
4.I) ST5I33E' 0ATE5IALS CONSISTIN* O) 9E*ETATION AN'
O5*ANIC 0ATE5IALS A5E STOC.3ILE' ON THE SITE TO3SOIL 0A<
%E 3LACE' TO A HEI*HT O) EI*HT (8) )EET. SILT )ENCE SHALL %E
3LACE' A5O8N' THE %ASE O) THE STOC.3ILE AN' THE
STOC.3ILE SHALL %E SEE'E' :ITH NATI9E SEE' 0I; I00E'IATEL<
A)TE5 ST5I33IN* O3E5ATIONS A5E CO03LETE.
5.S3OT ELE9ATIONS SHALL TA.E 35ECE'ENCE O9E5 CONTO85S
AN' SLO3ES SHO:N. THE CONT5ACTO5 SHALL NOTI)< THE
EN*INEE5 O) S3OT ELE9ATIONS THAT 'O NOT A33EA5 TO %E
CONSISTENT :ITH THE CONTO85S AN' SLO3ES. S3OT
ELE9ATIONS AN' S3ECI)IC 35O)ILE 'ESI*NS SHALL %E 8SE' )O5
SETTIN* ELE9ATIONS O) C85% *8TTE5 AN' 8TILITIES.
.ALL 8TILITIES (0ANHOLES 9AL9E CO9E5S CLEANO8TS 9A8LTS
%O;ES ETC.) SHALL %E A'-8STE' TO )INAL *5A'E A)TE5 TO THE
)INAL LI)T O) AS3HALT 3E5 THE 3LANS AN' CIT< O) 5E;%85*
STAN'A5'S.
7.ALL EA5TH 0O9IN* AN' 3LACE0ENT O3E5ATIONS SHALL %E IN
CON)O50ANCE :ITH THE 5ECO00EN'ATIONS I'ENTI)IE' IN
THE SOILS 5E3O5T O5 IN ACCO5'ANCE :ITH IS3:C STAN'A5'S.
I) ONE E;ISTS THE CONT5ACTO5 SHALL HA9E A SI*NE' AN'
SEALE' CO3< O) THE SOILS 5E3O5T ON SITE AT ALL TI0ES AN'
SHALL )OLLO: ALL 5ECO00EN'ATIONS.
8.*5A'ES :ITHIN THE AS3HALT 3A5.IN* A5EAS SHALL %E
CONST58CTE' TO :ITHIN 0.05 )EET O) THE 'ESI*N *5A'E.
HO:E9E5 THE CONT5ACTO5 SHALL 0AINTAIN 3OSITI9E
'5AINA*E IN ALL 3A9E0ENT A5EAS AN' ALON* ALL C85%S. ALL
C85%S SI'E:AL.S AN' 3A9E0ENT A5EAS :HICH 'O NOT 0EET
THE A%O9E 35O9ISIONS AN' 'O NOT 35O9I'E 35O3E5 '5AINA*E
08ST %E 5E0O9E' AN' 5E3LACE' AT THE CONT5ACTO5
S
E;3ENSE.
9.I) AN< E;ISTIN* ST58CT85ES TO 5E0AIN A5E 'A0A*E' '85IN*
CONST58CTION IT SHALL %E THE CONT5ACTO5
S 5ES3ONSI%ILIT<
TO 5E3AI5 AN'O5 5E3LACE THE E;ISTIN* ST58CT85E AS
NECESSA5< TO 5ET85N IT TO E;ISTIN* CON'ITIONS O5 %ETTE5.
10.THE CONT5ACTO5 SHALL A'-8ST AN'O5 C8T E;ISTIN*
3A9E0ENT AS NECESSA5< TO ENS85E A S0OOTH )IT AN'
CONTIN8O8S *5A'E %ET:EEN NE: AN' E;ISTIN*
CONST58CTION.
11.CONT5ACTO5 SHALL ENS85E 3OSITI9E '5AINA*E A:A< )5O0
AN< ST58CT85ES AN' IN ALL NAT85AL AN' 3A9E' A5EAS.
12.TO3O*5A3HIC IN)O50ATION TA.EN )5O0 A TO3O*5A3HIC
S859E< %< S800IT LAN' S859E<. I) CONT5ACTO5 'OES NOT
ACCE3T E;ISTIN* TO3O*5A3H< AS SHO:N ON THE 3LANS HE
SHALL HA9E 0A'E :ITHO8T E;CE3TION AN' AT HIS O:N
E;3ENSE A TO3O*5A3HIC S859E< %< A 5E*ISTE5E' LAN'
S859E<O5 AN' S8%0IT IT TO THE O:NE5 )O5 5E9IE: 35IO5 TO
CONST58CTION.
13.THE CONT5ACT SHALL TA.E NECESSA5< STE3S TO ENS85E THAT
NO )LOO'IN* OCC85S ON SITE AN' ALL 8TILITIES IN O3EN
T5ENCHES SHALL %E CA33E' '85IN* AN< STO50 E9ENTS '85IN*
CONST58CTION.
MASTER LEGEND
LINET<3E S<0%OL 'ESC5I3TION CO00ENT
0ANHOLE
SE:E5 SE59ICE
:ATE5 SE59ICE
I55I*ATION SE59ICE
)I5E H<'5ANT
:ATE5 0ETE5
I55I*ATION CONNECTION
CONC5ETE :ASH STATION SEE .E 'ETAIL 1009
3O5TA%LE TOILET
'803STE5
TE03O5A5< 0AIL%O;SEE .E 'ETAIL 1008
INLET 35OTECTION SEE .E 'ETAIL 100
:ATE5 9AL9E
I55I*ATION 9AL9E
CONST58CTION LI0ITS
'I9E5SION %E50 SEE .E 'ETAIL 1004
SILT )ENCE %A55IE5 SEE .E 'ETAIL 1003
35O3OSE' CONTO85S
E;ISTIN* CONTO85S
S3ILL C85%
STAN'A5' C85%
CONST58CTION ENT5ANCE SEE .E 'ETAIL 1001
CONC5ETE
5E9E*ETATION
STOC.3ILE A5EA
3A9E0ENT
3A9E0ENT (HEA9< '8T<)
STA*IN* A5EA
D
PT
C
M
S
:
STORM NOTES
1.'I0ENSIONS SHO:N A5E TO THE CENTE5 O) THE 3I3ELINE 8NLESS OTHE5:ISE NOTE'.
2.'ISTANCES SHO:N ALON* 3I3ELINES A5E HO5I=ONTAL 'ISTANCES AN' NOT ACT8AL
3I3E LEN*TH. 0O5E 3I3E 0A< %E 5E48I5E' TO CO03LETE CONST58CTION THAN IS
'I0ENSIONE' ON THE 3LANS.
3.'85IN* CONST58CTION THE CONT5ACTO5 IS )8LL< 5ES3ONSI%LE )O5 INTE5I0
35O9ISIONS )O5 3ASSA*E O) I55I*ATION AN' STO50 :ATE5. NO S833LE0ENTAL
CO03ENSATION :ILL %E 0A'E )O5 :ET CON'ITIONS O5 )LO: 'I9E5SIONS.
4.THE CONT5ACTO5 SHALL ALSO %E 5E48I5E' TO TA.E ALL 35ECA8TIONS NECESSA5< TO
ENS85E THAT NO STO50 :ATE5SE'I0ENT AN'O5 CONST58CTION 'E%5IS A5E
5ELEASE' )5O0 THE SITE. AN< 5ELEASES SHALL %E CLEANE' AN' 0ITI*ATE' AT
CONT5ACTO5
S E;3ENSE
5.THE CONT5ACTO5 SHALL CON'8CT A LO: 35ESS85E TEST AS O8TLINE' IN IS3:C
SECTION 501.3.4.C. O) 'I9ISION 500. THE CONT5ACTO5 SHALL CON'8CT A
'E)LECTION TEST AS O8TLINE' IN IS3:C SECTION 3.4.*. O) 'I9ISION 500.
.THE CONT5ACTO5 SHALL CON'8CT A H<'5OSTATIC TEST AS O8TLINE' IN SECTION
502.3.12.C.1 O) SECTION 500.
7.ON SLO3IN* A5EAS THE CONT5ACTO5 SHALL TA.E 35ECA8TIONS TO 0ITI*ATE AN<
3OSSI%LE E5OSION 35O%LE0S IN T5ENCHES '8E TO STO50 :ATE5 THAT 0I*HT
OCC85 '85IN* O5 A)TE5 CONST58CTION AS 'I5ECTE' O5 A335O9E' %< EN*INEE5.
I
COMMON ABBREVIATIONS
AC.AC5E AC5EA*E
%%LOC.
%0 %ENCH 0A5.
CR5 CIT< O) 5E;%85*
C.<.C8%IC <A5'
CL CENTE5LINE
EA.EACH
E;;E;ISTIN*
)H )I5E H<'5ANT
).*.)INISHE' *5A'E
IS I55I*ATION SE59ICES
IS3:C I'AHO STAN'A5'S )O5 38%LIC
:O5.S CONST58CTION
.E .N8'SEN EN*INEE5IN*
L LOT
L.).LINEA5 )OOT
L.S.L803 S80
O))O))SET
38E 38%LIC 8TILIT< EASE0ENT
S.).S48A5E )OOT
S.*.S8%*5A'E
SS SE:E5 SE59ICE
SS0H SANITA5< SE:E5 0ANHOLE
STA STATION
S.<.S48A5E <A5'
T%C TO3 %AC. O) C85%
:0 :ATE5 0ETE5
:S :ATE5 SE59ICE
MASTER CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION 8NIT 48ANTIT<CO00ENTS
CLEA5 *58% TO3 O) CONST58CTION LI0ITS AC.12.23 STOC.3ILE AS 'I5ECTE' )O5 5E9E*ETATION
5E0O9AL O) E;ISTIN* AS3HALT 5OA' SECTION S.).1750
5E0O9AL O) E;ISTIN* CONC5ETE SI'E:AL.S.).7
5E0O9AL O) E;ISTIN* C85% *8TTE5 L.).15
5ELOCATION O) E;ISTIN* )I5E H<'5ANT EA.1 5ETAIN )O5 5EINSTALLATION AS SHO:N ON THE 3LANS
E;CA9ATION E0%AN.0ENT L.S.1 5E)E5 TO EA5TH:O5. ANAL<SIS NOTE. SEE .E 'ETAIL 208
8INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE L.).2225 SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
10INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE L.).50 SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
12INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE L.).70 SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
8INSTALL :ATE5 9AL9E EA.10 SEE IS3:C 'ETAILS S'40
10INSTALL :ATE5 9AL9E EA.SEE IS3:C 'ETAILS S'40
12INSTALL :ATE5 9AL9E EA.1 SEE IS3:C 'ETAILS S'40
INSTALL :ATE5 9AL9E EA.3 SEE IS3:C 'ETAILS S'40
INSTALL )I5E H<'5ANT ASSE0%L<EA.9 SEE 3LAN )O5 H<'5ANT LEN*THS. SEE IS3:C 'ETAILS S'404
2INSTALL SIN*LE :ATE5 SE59ICE EA.11 SEE CR5 'ETAILS 1
INSTALL )I5E S8335ESSION SE59ICE EA.3 :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL )I5E S8335ESSION SE59ICE EA.1 :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
10INSTALL )I5E S8335ESSION SE59ICE EA.1 :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL AST0' 3034 S'535 SANITA5< SE:E5 LINE L.).1950 SEE IS3:C 'ETAIL S'407 CR5 'ETAIL 8
48INSTALL SANITA5< SE:E5 0ANHOLE EA.10 SEE IS3:C 'ETAILS S'501A S'507 S'508 S'507A
4INSTALL SANITA5< SE:E5 SE59ICE EA.12 SEE IS3:C 'ETAILS S'30 S'511 S'511A S'512
12INSTALL 5C3 CLASS III AST0 C7L.).150 SEE CR5 'ETAIL 8
48INSTALL STO50 '5AIN 0ANHOLE EA.3 SEE IS3:C S'11 S'1 S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN (T<3E 1) *5ATE EA.5 )O5 INSTALLATION ALON* C85% *8TTE5S. ENS85E 0IN. O) 12
S803 'E3TH. SEE IS3:C S'01 S'10A
2
[2
INSTALL STO50 '5AIN INLET *5ATE EA.ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 30 :ITH 12
SNO8T CONNECTIONS
30[30INSTALL STO50 '5AIN INLET *5ATE EA.1 ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 31 :ITH 12
SNO8T CONNECTIONS
INSTALL SC740 IN)ILT5ATO5 CHA0%E5S EA.23
SEE CR5 'ETAIL 18 A'S SC740 STAN'A5' 'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN' CA3S HEA'E5S )A%5IC ETC.) TO
INSTALL AS 'E3ICTE' ON THESE 3LANS
INSTALL 0C3500 IN)ILT5ATO5 CHA0%E5S EA.124
SEE A'S 0C3500 STAN'A5' 'ETAIL. INCL8'ES ALL INCI'ENTALS
(STONE EN' CA3S HEA'E5S )A%5IC ETC.) TO INSTALL AS 'E3ICTE'
ON THESE 3LANS
30INSTALL 30 STAN'A5' C85% *8TTE5 L.).75 SEE CR5 'ETAIL 7
24INSTALL 24 STAN'A5' C85% *8TTE5 L.).950 SEE IS3:C 'ETAILS S'701 S'707 .E 'ETAIL 701
INSTALL 0O8NTA%LE C85%L.).515 SEE IS3:C 'ETAILS S'701%
INSTALL CONC5ETE 9ALLE< *8TTE5 S.).2900 SEE IS3:C 'ETAILS S'708
4INSTALL STAN'A5' CONC5ETE SI'E:AL.S.).1100 SEE IS3:C 'ETAILS S'709
4INSTALL STA03E' '<E' CONC5ETE S85)ACE S.).3225
INSTALL 3E'EST5IAN 5A03 EA.29 SEE IS3:C 'ETAILS S'712 TO S'712*
INSTALL C85% C8T EA.0 SEE IS3:C 'ETAILS S'715
INSTALL SI'E:AL. SC833E5 EA.1 SEE .E 'ETAIL .E715
15INSTALL 3LANT 0I; AS3HALT SECTION (LI*HT)S.).158500 SEE .E 'ETAILS S'800 S'801
22INSTALL 3LANT 0I; AS3HALT SECTION (HEA9<)S.).8350 SEE .E 'ETAILS S'800 S'801
30INSTALL 3LANT 0I; AS3HALT SECTION (<ELLO:STONE)S.).15900 SEE .E 'ETAILS S'800 S'801 CR5 'ETAIL 4 T<3. SEC. 12
8.5INSTALL 3LANT 0I; AS3HALT SECTION (3ATH)S.).1370 SEE .E 'ETAILS S'800 S'801
INSTALL 0AINTAIN SE'I0ENT CONT5OL %03
S L.S.1 SEE .E 'ETAILS S'1001 S'1003 S'1004 S'100A S'1008
S'1010 S'1011
INSTALL 3AINTE' THE50O3LASTIC 3A9E0ENT
0A5.IN*S L.S.1 SEE SHEET C7.1 )O5 LOCATIONS T<3ES
INSTALL 3E50ANENT SI*NA*E L.S.1 SEE SHEET C7.1 )O5 LOCATIONS T<3ES
INSTALL '803STE5 3A'S L.S.1 )O5 T<3ES SEE 3LAN. SEE CR5 'ETAILS 1114
201A
201'1
201'2
201E1
201)1
202A
401A1
401A2
401A3
402A1
402A2
402A3
402A4
403A
404A1
404A2
404A3
404A4
501A1
502A
504A
01A1
02A1
02)1
02)2
02)3
10A
10%
70A1
70A2
70A3
70%
70E1
70)
70H
715A
71A
810A1
810A2
810A3
810A4
1001A
1104A
1105A
S31
'E4 CIT< 5E9ISIONS -3'2020415
2
2
(W)(W)(W)(W)(W)
(W
)
(W
)
(W
)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
)O
)O
)O
)O
)O
)O
)O
)O
)O
)O
)O
)O )O )O )O
(J
)
(J
)
(J
)
(J
)
(J
)
(J
)
(J
)
(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)
(VG)
(VG)
4
8
5
5
4855
485
4
4854
4854 4854
4854
4854
48544854
4857
4855
4854
4854
48
5
48
5
5
4
8
5
5
4
8
5
48
5
4
4854
4853
4852
4854
4855
485
4854
4855 485
4857
485
4855
48
5
48
5
5
4854
4854
48554855
4852
4855
4
8
5
485
485
0.2
0
.
2
0
.
1
0
.
1
0.3
0
.
5
0.4
1.
1
0
.
5
0.
7
0
.
9
0
.
9
1
.
0
0
.
8
1.
1.3
2.
1
.
2
0
.
3
0.
7
0.
4
2.7
1.3
BENCHMARK TABLE
NA0E
%01
%02
%03
%04
%05
%0
%07
%08
%09
NO5THIN*
77991.7
77994.10
7799.11
77998.20
779895.49
779271.84
779270.42
77928.43
77942.84
EASTIN*
75152.14
751189.5
75175.01
75211.92
75211.84
752131.09
7519.51
751139.77
751139.42
ELE9ATION
4854.84
4855.7
4855.43
4857.32
4855.50
4854.94
4855.33
4854.71
4853.40
'ESC5I3TION
.E %0 1
5%3C) .A 58
5%3C 939
58 LS 939 O3C
I3 3L CA3
5%3C 939
12 <3C ILL
I3 3L CA3
5%3C) 14750
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
03 OF 29
C-2.1UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
SITE SURVEY & DEMOLITION PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1
BM-1
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
5ETAIN 35OTECT E;ISTIN* AS3HALT
5ETAIN 35OTECT E;ISTIN* CONC5ETE
8TILI=E O5 5ELOCATE THE 0ATE5IAL IN THIS A5EA )I5ST TO CLEA5 IT )O5
OTHE5 CONST58CTION ACTI9ITIES. THIS :AS A S3OILS '803 )5O0
9A5IO8S NEA5%< CONST58CTION ACTI9IT< AN' THE CO03OSITION IS
8N.NO:N.
SA:C8T )8LL 'E3TH O) E;ISTIN* 0ATE5IALS IN ST5AI*HT CLEAN LINES
TO ENS85E AN O3TI0AL T5ANSITION
5ETAIN 35OTECT E;ISTIN* 8N'E5*5O8N' 8TILITIES
5ETAIN ;)H1 )O5 5E8SE. NOTI)< EN*INEE5 I) THIS CANNOT %E 'ONE.
A
%
C
'
E
)
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
T
A
M
A
N
A
D
R
I
V
E
E; *AS
E; )I%E5 O3TIC
E; TELE3HONE
E; O9E5HEA' 3O:E5
(SEE SHEET NOTE 3)
E; :ATE5
E; 35
:I'E 38E
201'1
201'1
201'2201E1
A
%
%
%
%
%
%
HEN5<
S )O5. 3LA=A
A0EN'E' 3LAT
INST.NO. 343710
LOT 10 %LOC. 1LOT 9 %LOC. 1LOT 8 %LOC. 1LOT 7 %LOC. 1 LOT 11 %LOC. 1 LOT 12 %LOC. 1 LOT 13 %LOC. 1
0ESA )ALLS A3A5T0ENTS 'I9ISION
NR. 1 1ST A0EN'E' 3LAT
INST. NO. 38227
LOT 2 %LOC. 1
E
'
E
N
A
3
A
5
T
0
E
N
T
S
L
L
C
I
N
S
T
.
N
O
.
4
0
9
2
8
5
TA0ANA )IEL'S NO5TH
INST. NO. 37747
LOT 7 %LOC. 1
LOT %LOC. 1
LOT 5 %LOC. 1
LOT 4 %LOC. 1
LOT 3 %LOC. 1
HHH 35O3E5TIES LLC
INST. NO. 43188
TA0ANA )IEL'S NO5TH
INST. NO. 37747
M
I
K
A
N
D
R
I
V
E
LOT 8 %LOC. 1
L
O
T
9
%
L
O
C
.
1
:EST 14 CO5NE5
O) SECTION 3.
)O8N'
0ON80ENT AS
'ESC5I%E' IN
CO5NE5 5ECO5'
392495
SO8TH 14 CO5NE5 O) SECTION 3.
)O8N' 0ON80ENT AS 'ESC5I%E' IN
CO5NE5 5ECO5' 28013
EAST 14 CO5NE5 O)
SECTION 3. )O8N'
0ON80ENT AS
'ESC5I%E' IN CO5NE5
5ECO5' 449542
NO5TH 14 CO5NE5 O) SECTION 3.
)O8N' 0ON80ENT AS 'ESC5I%E' IN
CO5NE5 5ECO5' 2435
31
3
3
35
3
25
1
3
S 8948
55 : 234.81
BASIS OF BEARINGS
CENTE5 14 CO5NE5 O)
SECTION 3. )O8N'
0ON80ENT AS
'ESC5I%E' IN CO5NE5
5ECO5' 449541
N
0
2
3
1
2
:
2
3
9
.
5
9
S 8955
27 : 231.1
S
0
2
0
3
4
E
2
1
4
.
7
8
3
292.12
E; I55I*ATION 'ITCH
E; 3 C8L9E5T
S
0
2
0
3
4
E
2
1
4
.
7
8
S
0
°
1
9
'
5
5
"
E
6
9
5
.
7
4
'
S 89°48'55" W 262.24'
N 3
0
°
0
9
'
0
9
"
E
6
2
2
.
3
5
'
N 89°47'40" E 971.40'
S 89°48'55" W 1025.28'
N
0
°
1
1
'
0
7
"
W
1
5
8
.
2
5
'
Know what's
Callbefore you dig.
below.
0
SCALE 1
0
120
0
1
CONTO85 INTE59AL
PROJECT BOUNDARY
17.5 AC.
1317.41
2
BM-2
3
BM-3
4
BM-4
6
BM-6
7
BM-7
8
BM-8
9
BM-9
;)H1
201)1
;)H2
;SS0H1
;SS0H2
E
E
E
E
''
'
'
201E1'
201E1'
E
E
201'1 ;S
S
0
H
3
;)H3
;)H4
SHEET NOTES
1. THE E;ISTIN* -OINT T5ENCH 8TILITIES 0A< NEE' TO %E A'-8STE' TO ACCO8NT )O5
THE 35O3OSE' :I'ENIN* O) <ELLO:STONE HI*H:A<. COO5'INATE :ITH -OINT
T5ENCH A*ENCIES AN' EN*INEE5 35IO5 TO 8TILIT< HA5'SCA3E :O5. IN THIS A5EA.
2. !!! NOTICE !!! E;ISTIN* SITE CON'ITIONS :E5E 3A5TIALL< %ASE' ON CLIENT
35O9I'E' 5ECO5'S. THE EN*INEE5 HAS S3OT CHEC.E' THESE 5ECO5'S HO:E9E5 THE
CONT5ACTO5 5E0AINS 5ES3ONSI%LE )O5 9E5I)<IN* ALL E;ISTIN* CON'ITIONS. 5E3O5T
AN< 'ISC5E3ANCIES TO THE EN*INEE5 I00E'IATEL< %E)O5E 35OCEE'IN* :ITH :O5..
3. THE E;ISTIN* 3O:E5 3OLES AN' O9E5HEA' :I5ES ALON* <ELLO:STONE HI*H:A<
A5E TO %E 5ELOCATE' %< OTHE5S (5OC.< 0O8NTAIN 3O:E5). THE CONT5ACTO5 SHALL
35OTECTIN3LACE 8NTIL 5ELOCATION IS CO03LETE. 0AINTAIN 5E48I5E' CLEA5ANCES
AN' 35O9I'E 8NHIN'E5E' ACCESS )O5 8TILIT< C5E:S.
4. 0I.AN '5I9E 'ESI*N AN' CONST58CTION A5E %< OTHE5S. E;ISTIN* CON'ITIONS
SHO:N HE5EIN )O5 0I.AN '5I9E 5E)LECT 'ESI*N 'ATA A9AILA%LE AT THE TI0E O)
S8%0ITTAL. THE CONT5ACTO5 IS 5ES3ONSI%LE )O5 9E5I)<IN* ACT8AL AS%8ILT
CON'ITIONS 35IO5 TO CONST58CTION. 5E3O5T AN< CON)LICTS O5 'E9IATIONS )5O0
THESE 3LANS TO THE EN*INEE5 I00E'IATEL<.
)
E; I55I*ATION 'ITCH
'
E;ISTIN* S3OILS '803
C
SEE SHEET NOTE 4
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
5E0O9AL O) E;ISTIN* AS3HALT 5OA' SECTION
5E0O9AL O) E;ISTIN* CONC5ETE SI'E:AL.
5E0O9AL O) E;ISTIN* C85% *8TTE5
5ELOCATION O) E;ISTIN* )I5E H<'5ANT 5ETAIN )O5 5EINSTALLATION AS
SHO:N ON THE 3LANS
201'1
201'2
201E1
201)1
1 'E4 CIT< 5E9ISIONS -3'2020415
SEE SHEET NOTE 4
SEE SHEET
NOTE 4
1
1
(W)(W)(W)(W)(W)
(W
)
(W
)
(W
)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
)O
)O
)O
)O
)O
)O
)O
)O
)O
)O
)O
)O )O )O )O
(J
)
(J
)
(J
)
(J
)
(J
)
(J
)
(J
)
(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)
(VG)
(VG)
)))
:
:
::
:
:
:
:
S S
S
S
SS
S
S
S S
:
S
S
)
:
)
:
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
04 OF 29
C-3.1UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
SITE PLAN OVERVIEW
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1 CIT< 5E9ISIONS -3' T5H 2020325
1
1.19 AC.
(SEE SHEET NOTE 1)
0
SCALE 1
0
120
0
)H1
)H2
)H3
)H4
)H5
)H
)H7
)H8
)H9
SS0H1
SS0H2
SS0H3
SS0H4
SS0H7
SS
0
H
8
SS0H9
SS0H10SS0H11
;SS0H1
;S
S
0
H
2
S'C%1
S'
C
%
3
S'C%4
S'
0
H
1
S'C%5
S'C%S'C%7
S'C%8
S'C%9
S'
C
%
2
E; 3 C8L9E5T
2
1.15 AC.
(SEE SHEET NOTE 1)
3
4.07 AC.
4
2.57 AC.
(SEE SHEET NOTE 1)
5
1.82 AC.
(SEE SHEET NOTE 1)
6
1.31 AC.
7
1.37 AC.
8
0.97 AC.
9
0.14 AC.
10
2.15 AC.
<ELLO:STONE
HI*H:A< A5EA
(SEE SHEET C3.2)
NO5TH A5EA
(SEE SHEET C3.5)
SO8THEAST A5EA
(SEE SHEET C3.4)
SO8TH:EST A5EA
(SEE SHEET C3.3)
S'C%10
I*1
I*2
I*3
I*4 I*5
I*I*7
INFILTRATOR GALLERY CONTROL TABLE
NA0E INLET SI=E CHA0%E5
T<3E
CHA0%E5
EN' CA3
*5A9EL 'I0 *ALLE5<
%T0
*5A9EL
%T0
*5A9EL
TO3
E;CA9ATION
(C.<.)
*5A9EL )ILL
(C.<.)
I*1 24[240C3500 12 2 93.5
[ 8.5
4847.22
4845.22
4851.97
23 153
I*2 24[240C3500 24 8 49
[ 31
4848.48
484.48
4853.23
459 284
I*3 24[240C3500 12 4 47.5
[ 1
4847.21
4845.21
4851.9
258 143
I*4 24[240C3500 12 33
[ 25
4847.23
4845.23
4851.98
228 158
I*5 24[240C3500 12 34.3
[ 25
4847.08
4845.08
4851.83
21 14
I*24[240C3500 18 50.3
[ 25
4847.03
4845.03
4851.78
389 27
I*7 30[300C3500 24 8 48.5
[ 31
4847.43
4845.43
4852.18
448 283
I*8 T<3E 1 SC740 14 115
[ 5.3
4850.84
4848.84
4853.92
173 112
I*9 T<3E 1 SC740 7 2 52.3
[ 5.3
4851.44
4849.44
4854.52
82 5
I*10 T<3E 1 0C3500 10 4 47.5
[ 1
4850.
4848.
4853.74
283 149
SEWER SERVICE TABLE (SS)
LOT SE59ICE T<3E SI=E NO5THIN*EASTIN*'E3TH
1 A SE59ICE ST8%477955.93 75119.17
2 A SE59ICE ST8%477975.95 751304.21
3
A SE59ICE ST8%4779898.12 751392.14
%SE59ICE ST8%4779898.42 751484.50
C SE59ICE ST8%4779914.13 751820.14
A SE59ICE ST8%477949.97 751742.08
7
A SE59ICE ST8%477949.44 751579.08
%SE59ICE ST8%4779294.97 751473.01
8
A SE59ICE ST8%4779331.3 751331.38
%SE59ICE ST8%4779529.25 751251.50
C SE59ICE ST8%2779394.9751248.27
'SE59ICE ST8%2779443.29 751248.12
WATER SERVICE TABLE (WS)
LOT SE59ICE T<3E SI=E NO5THIN*EASTIN*'E3TH
1 A SE59ICE ST8%2779523.8751180.14
2 A SE59ICE ST8%277978.95 751304.44
3
A SE59ICE ST8%2779898.15 751402.14
%SE59ICE ST8%2779898.4751497.14
C SE59ICE ST8%2779904.13 751820.17
A SE59ICE ST8%277953.17 75148.84
7
A SE59ICE ST8%2779539.04 75107.89
%SE59ICE ST8%277930.97 751472.97
8
A SE59ICE ST8%2779331.1 751325.38
%SE59ICE ST8%2779534.43 751254.52
10 A SE59ICE ST8%27791.42 751471.13
FIRE SERVICE TABLE (FS)
LOT SE59ICE SI=E NO5THIN*EASTIN*'E3TH
3
A 779898.17 751407.14
%8779898.47 751502.14
C 10779899.13 751820.19
A 779542.17 75148.83
7 A 779545.04 75107.87
:S8%
SS8%
SS
1
A
:S
1
A
:S2A
SS2A
SS
3
A
:S
3
A
)S
3
A
SS
3
%
:S
3
%
)S
3
%
SS3C
:S3C
)S3C
)SA
:SA
)S7A
:S7A
SS7A SSA
SS7%
:S7%
:S
8
A
SS8A
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
T
A
M
A
N
A
D
R
I
V
E
M
I
K
A
N
D
R
I
V
E
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
'ENTAL O))ICE
15
SHEET NOTES
1. LOTS 1 2 4 5 :ILL %E 'ESI*NE' %< A SE3A5ATE SET O)
CONST58CTION 3LANS IN THE )8T85E.
2. 0I.AN '5I9E 'ESI*N AN' CONST58CTION A5E %< OTHE5S. E;ISTIN*
CON'ITIONS SHO:N HE5EIN )O5 0I.AN '5I9E 5E)LECT 'ESI*N 'ATA
A9AILA%LE AT THE TI0E O) S8%0ITTAL. THE CONT5ACTO5 IS 5ES3ONSI%LE
)O5 9E5I)<IN* ACT8AL AS%8ILT CON'ITIONS 35IO5 TO CONST58CTION.
5E3O5T AN< CON)LICTS O5 'E9IATIONS )5O0 THESE 3LANS TO THE
EN*INEE5 I00E'IATEL<.
3. THE E;ISTIN* -OINT T5ENCH 8TILITIES 0A< NEE' TO %E A'-8STE' TO
ACCO8NT )O5 THE 35O3OSE' :I'ENIN* O) <ELLO:STONE HI*H:A<.
COO5'INATE :ITH -OINT T5ENCH A*ENCIES AN' EN*INEE5 35IO5 TO
8TILIT< HA5'SCA3E :O5. IN THIS A5EA.
SE
E
S
H
E
E
T
N
O
T
E
2
E; I55I*ATION 'ITCH
;S
S
0
H
3
;)H3
;)H4
TRUCK ACCESS
SS0H5
S'C%10
S'
C
%
1
1
I*9
I*8
:S10A
S'0H2
S'0H3
2 'E4 CIT< 5E9ISIONS -3'2020415
SS8C
SS8'
2
2
2
2 2
1
22
2
1
2
2 I*10
S'C%12
2
2
2
2
2
2
2
2
2
2
2
(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)
)O )O )O )O )O )O )O )O )O )O )O )O )O )O )O )O )O )O )O )O
)
O
)
O
)
O
)
O
)
O
)
O
)
O
)
O
)
O
(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)
(
J
)
(
J
)
(
J
)
(
J
)
(
J
)
(
J
)
)
::
:
S
S
S
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
05 OF 29
C-3.2UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
YELLOWSTONE HIGHWAY AREA
SITE PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
YELLOWSTONE HIGHWAY
0
SCALE 1
30
0
30
)H1 S'C%10
S'C%11
1
1.19 AC.
(SEE SHEET NOTE 2)
2
1.15 AC.
(SEE SHEET NOTE 2)
530
530
510
510
510
510
2
2
2
52
7
5
'ENTAL O))ICE
15
38E
17.53
%S: TO 38E
25
SI*N EASE0ENT
403A
A
C
C
E
S
S
1
15
38E
I*9
I*8
SHEET 0ATCHLINE SO8TH:EST A5EA SITE 3LAN SEE SHEET C3.3
SHEE
T
0
A
T
C
H
L
I
N
E
N
O
5
T
H
A
5
E
A
S
I
T
E
3
L
A
N
S
E
E
S
H
E
E
T
C
3
.
5
70A1
70A1
70A2
70A2
70A270A2
70%
70E1
70E1
70E1
70E170E1
70E1
70H
70H
70H
70H
70H
70H
810A3
810A1 810A1
810A2
STORM CONTROL TABLE
NA0E T<3E NO5THIN*EASTIN*
ELE9ATIONS O9E5ALL
HEI*HT5I0IN9E5TS
S'C%10 C85% INLET 77911.84 751012.74 4854.35 (SE) IN9 O8T 4849.70
S803 4847.70
5.5
S'C%11 C85% INLET 779821.97 751120.90 4854.93 (SE) IN9 O8T 4850.28
S803 4848.28
5.5
S'0H2 0ANHOLE 77909.31 751017.09 4854.37
(N:) IN9 IN 4850.84
(NE) IN9 O8T 4850.84
(S:) IN9 O8T 4850.84
3.53
S'0H3 0ANHOLE 779781.0 751103.28 4854.9(N:) IN9 IN 4851.44
(NE) IN9 O8T 4851.44
3.52
WATER CONTROL TABLE
NA0E NO5THIN*EASTIN*)LAN*E
ELE9ATION
)H1 779444.51 750907.50 4855.70
A %
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
SA:C8T 3A9E0ENT INTO ST5AI*HT CLEAN LINES TO ENS85E O3TI0AL T5ANSITION.
S3ILL T<3E C85%
5E8SE ;)H1 I) 3OSSI%LE. NOTI)< EN*INEE5 I) THIS CANNOT %E 'ONE.
A
%
C
'
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE: A5E INCL8'E' IN THE A%O9E TA%LE
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET
9IE: A5E INCL8'E' IN THE A%O9E TA%LE SHEET NOTES
1. THE E;ISTIN* -OINT T5ENCH 8TILITIES 0A< NEE' TO %E A'-8STE' TO ACCO8NT )O5 THE
35O3OSE' :I'ENIN* O) <ELLO:STONE HI*H:A<. COO5'INATE :ITH -OINT T5ENCH
A*ENCIES AN' EN*INEE5 35IO5 TO 8TILIT< HA5'SCA3E :O5. IN THIS A5EA.
2. LOTS 1 2 :ILL %E 'ESI*NE' %< A SE3A5ATE SET O) CONST58CTION 3LANS IN THE )8T85E.
3. THE 3O:E5 LINES SHO:N A5E THE ANTICI3ATE' ALI*N0ENT )O5 THE 5ELOCATE' 3OLE.
COO5'INATE :ITH 5OC.< 0O8NTAIN 3O:E5 )O5 )INAL ALI*N0ENT
'
70%70%
SEE SHEET NOTE 3
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
30INSTALL 30 STAN'A5' C85% *8TTE5 SEE CR5 'ETAIL 7
24INSTALL 24 STAN'A5' C85% *8TTE5 SEE IS3:C 'ETAILS S'701 S'707 .E 'ETAIL 701
INSTALL CONC5ETE 9ALLE< *8TTE5 SEE IS3:C 'ETAILS S'708
4INSTALL STAN'A5' CONC5ETE SI'E:AL.SEE IS3:C 'ETAILS S'709
4INSTALL STA03E' '<E' CONC5ETE S85)ACE
INSTALL 3E'EST5IAN 5A03 SEE IS3:C 'ETAILS S'712 TO S'712* .E 'ETAIL ;;;;
INSTALL C85% C8T SEE IS3:C 'ETAILS S'715
15INSTALL 3LANT 0I; AS3HALT SECTION (LI*HT)SEE .E 'ETAILS S'800 S'801
22INSTALL 3LANT 0I; AS3HALT SECTION (HEA9<)SEE .E 'ETAILS S'800 S'801
30INSTALL 3LANT 0I; AS3HALT SECTION
(<ELLO:STONE)
SEE .E 'ETAILS S'800 S'801 CR5 'ETAIL 4 T<3. SEC.
12
70A1
70A2
70%
70E1
70)
70H
715A
810A1
810A2
810A3
S'0H2
S'0H3
20
50.5
52.5
1 'E4 CIT< 5E9ISIONS -3'2020415
1
1
5
70A2C
1
70)
1
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
(W)
)O
)O
)O
)O
)O
)O
)O
)O
(J
)
(J
)
(J
)
(J
)
(J
)
(J
)
:
:
:
:
:
S
S
S
S
S S
:
S
S
)
:
)
:
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
06 OF 29
C-3.3UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
SOUTHWEST AREA SITE PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1 CIT< 5E9ISIONS -3' T5H 2020325
0
SCALE 1
30
0
30
)H2
)H7
SS0H1
SS0H2
SS0H11
;SS0H1
S'C%1
S'C%3
S'C%9
S'C%2
E; 3 C8L9E5T
8
0.97 AC.
9
0.14 AC.
10
2.15 AC.
7
1.37 AC.
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
I*1
I*7
:S8%
SS8%
SS
1
A
:S
1
A
)S7A
:S7A
SS7A
SS7%
:S7%
:S
8
A
SS8A
I*2
SH
E
E
T
0
A
T
C
H
L
I
N
E
<
E
L
L
O
:
S
T
O
N
E
H
I
*
H
:
A
<
A
5
E
A
S
I
T
E
3
L
A
N
S
E
E
S
H
E
E
T
C
3
.
2
SHEET 0ATCHLINE NO5TH A5EA
SITE 3LAN SEE SHEET C3.5
SH
E
E
T
0
A
T
C
H
L
I
N
E
S
O
8
T
H
E
A
S
T
A
5
E
A
S
I
T
E
3
L
A
N
S
E
E
S
H
E
E
T
C
3
.
4
S'0H1
70A2
70A2
70A2
70A2
70A2
70A2
70A2
70A2
70A2
70A2
70A2
70E1
70E1
70E1
70E1
70E1
70E1
70E1
70H
70H
70H
70H
70H
70H
70H
70H
70H
70H
510
53
510
520
53
53
550
53
53
510
510
510
54.5
510
530
510
53
5187.5
549.5
5100.5
510
510
53
54.5
3
40
548.5
589.5
510
510
53
510
53
510
53
510
510
53
53
5119.5
53
510
510
53
510
537
53
53
537
55
520
515
577
810A1
810A1
810A2
70)
70)
70)
70)
70)
70A3
70A3
70A3
70A3
70A3
SEWER CONTROL TABLE
NA0E NO5THIN*EASTIN*
ELE9ATIONS O9E5ALL
HEI*HT5I0IN9E5TS
SS0H1 779299.98 75115.08 4853.97
(E) IN9 IN 4842.3
(N) IN9 IN 4842.3
(:) IN9 O8T 4842.25
11.72
SS0H2 779414.75114.71 4854.9 (NE) IN9 IN 4842.91
(S) IN9 O8T 4842.81
11.88
SS0H11 77944.90 75157.14855.20 (E) IN9 O8T 4847.0
7.
STORM CONTROL TABLE
NA0E T<3E NO5THIN*EASTIN*
ELE9ATIONS O9E5ALL
HEI*HT5I0IN9E5TS
S'C%1 A5EA INLET 779277.09 751148.27 4853.47 (E) IN9 O8T 4847.22
S803 4845.22
7.25
S'C%2 C85% INLET 779582.19 751282.2 4854.18 (NE) IN9 O8T 4850.8
S803 4848.8
4.5
S'C%3 C85% INLET 77917.35 751304.2 4854.30
(NE) IN9 IN 4850.47
(S:) IN9 O8T 4850.47
S803 4848.47
4.83
S'C%9 A5EA INLET 779407.74 751517.14853.8 (E) IN9 O8T 4847.43
S803 4845.43
7.25
S'0H1 0ANHOLE 7792.84 751333.09 4853.9
(E) IN9 IN 4848.48
(SE) IN9 IN 4847.31
(S:) IN9 O8T 4850.20
S803 484.31
7.5
WATER CONTROL TABLE
NA0E NO5THIN*EASTIN*)LAN*E
ELE9ATION
)H2 779532.97 751199.32 4855.30
)H7 779358.07 75145.32 4855.84
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
SA:C8T 3A9E0ENT INTO ST5AI*HT CLEAN LINES TO ENS85E O3TI0AL T5ANSITION.
NOT 8SE'
CONNECT INTO E;ISTIN* 8TILIT< LINE.
CONNECT INTO E;ISTIN* 0AIN :ATE5LINE. COO5'INATE HOT TA3 :ITH THE CIT< O) 5E;%85* :ATE5
'E3A5T0ENT.
'E)LECT :ATE5LINE AS NEE'E' TH5O8*H THIS A5EA.
)I5E SE59ICE ST8%S SHALL %E 35ESS85E TESTE' TO 200 3SI :ITNESSE' %< THE )I5E CHIE). A %LIN' )LAN*E SHALL
%E 3LACE' AT THE EN' O) EACH SE59ICE )O5 )8T85E %8IL'IN* CONNECTION.
A
%
C
'
E
)
*
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE: A5E INCL8'E' IN THE A%O9E TA%LE
;)H2
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE: A5E INCL8'E' IN THE A%O9E TA%LE
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE:
A5E INCL8'E' IN THE A%O9E TA%LE
S31
S31
E
'
T
A
M
A
N
A
D
R
I
V
E
)
A
)
90
'ENTAL O))ICE
E; I55I*ATION 'ITCH
8 :ATE5
8 S:5
8
S
:
5
8
:
A
T
E
5
12
S
T
O
5
0
*
810A2
810A2
810A2
70%
810A1
7
0
%
7
0
%
2
2.5
:S10A
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
24INSTALL 24 STAN'A5' C85% *8TTE5 SEE IS3:C 'ETAILS S'701 S'707 .E 'ETAIL
701
INSTALL 0O8NTA%LE C85%SEE IS3:C 'ETAILS S'701%
INSTALL CONC5ETE 9ALLE< *8TTE5 SEE IS3:C 'ETAILS S'708
4INSTALL STAN'A5' CONC5ETE SI'E:AL.SEE IS3:C 'ETAILS S'709
4INSTALL STA03E' '<E' CONC5ETE S85)ACE
INSTALL 3E'EST5IAN 5A03 SEE IS3:C 'ETAILS S'712 TO S'712* .E
'ETAIL ;;;;
15INSTALL 3LANT 0I; AS3HALT SECTION (LI*HT)SEE .E 'ETAILS S'800 S'801
22INSTALL 3LANT 0I; AS3HALT SECTION (HEA9<)SEE .E 'ETAILS S'800 S'801
INSTALL 0AINTAIN SE'I0ENT CONT5OL %03
S SEE .E 'ETAILS S'1001 S'1003 S'1004
S'100A S'1008 S'1010 S'1011
INSTALL '803STE5 3A')O5 T<3E SEE 3LAN. SEE CR5 'ETAILS 1114
70A2
70A3
70%
70E1
70)
70H
810A1
810A2
1001A
S31
2
52
0
4
2 'E4 CIT< 5E9ISIONS -3'2020415
SS8C
SS8'
2
2
2
1
2
2
2
S
S
)
:
)
:
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
07 OF 29
C-3.4UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
SOUTHEAST AREA SITE PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1 CIT< 5E9ISIONS -3' T5H 2020325
0
SCALE 1
30
0
30
ACCESS 3
SHEET 0ATCHLINE NO5TH A5EA SITE 3LAN SEE SHEET C3.5
SH
E
E
T
0
A
T
C
H
L
I
N
E
S
O
8
T
H
:
E
S
T
A
5
E
A
S
I
T
E
3
L
A
N
S
E
E
S
H
E
E
T
C
3
.
3
)H8
S'C%8
I*
)SA
:SA
SSA )H
SS0H7
SS
0
H
8
SS0H10
8 S:5
10 :T5
M
I
K
A
N
D
R
I
V
E
70A2
70A2
70A2
70A2 70A2
70A2
70A2
70E1
70E1
70E1
70H
70H
7
0
H
70H
510
53
510
53
510
53
510
53
510
53
53
510
510
53
53
53
510
510
53
53
510
510
53
510
53
510
510
510
553
527
527
553
810A1
810A2
E; I55I*ATION 'ITCH
SEWER CONTROL TABLE
NA0E NO5THIN*EASTIN*
ELE9ATIONS O9E5ALL
HEI*HT5I0IN9E5TS
SS0H7 779547.5 75210.4855.87
(:) IN9 IN 4844.84
(S) IN9 IN 4844.84
(N) IN9 IN 4844.84
(E) IN9 O8T 4844.74
11.13
SS0H8 77954.75 751828.34 485.50
(S) IN9 IN 484.05
(N) IN9 IN 484.05
(E) IN9 O8T 4845.95
10.55
SS0H10 779447.75 751828.4855.81
(:) IN9 IN 484.55
(N) IN9 O8T 484.45
9.3
STORM CONTROL TABLE
NA0E T<3E NO5THIN*EASTIN*
ELE9ATIONS O9E5ALL
HEI*HT5I0IN9E5TS
S'C%8 A5EA INLET 779340.88 751730.50 485.28 (E) IN9 O8T 4847.03
S803 4845.03
10.25
WATER CONTROL TABLE
NA0E NO5THIN*EASTIN*)LAN*E
ELE9ATION
)H77947.19 751811.10 485.22
)H8 77953.1 75130.28 485.31
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE: A5E INCL8'E' IN THE A%O9E TA%LE
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE: A5E INCL8'E' IN THE A%O9E TA%LE
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE:
A5E INCL8'E' IN THE A%O9E TA%LE
90
;S
S
0
H
2
;S
S
0
H
3
S31
S31
;)H4
A
A A
A
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
SA:C8T 3A9E0ENT INTO ST5AI*HT CLEAN LINES TO ENS85E O3TI0AL T5ANSITION.
NOT 8SE'
CONNECT INTO E;ISTIN* 8TILIT< LINE.
CONNECT INTO E;ISTIN* 0AIN :ATE5LINE. COO5'INATE HOT TA3 :ITH THE CIT< O) 5E;%85* :ATE5
'E3A5T0ENT.
THE CONT5ACTO5 IS 5E48I5E' TO CON)I50 THE E;ACT LOCATION AN' 'E3TH O) THE E;ISTIN* SE:E5
:ATE5 LINES 35IO5 TO E;CA9ATION ONCE THESE LINES A5E E;3OSE' )O5 E;A0INATION 35O03TL< NOTI)< THE
EN*INEE5.
)I5E SE59ICE ST8%S SHALL %E 35ESS85E TESTE' TO 200 3SI :ITNESSE' %< THE )I5E CHIE). A %LIN' )LAN*E SHALL
%E 3LACE' AT THE EN' O) EACH SE59ICE )O5 )8T85E %8IL'IN* CONNECTION.
A
%
C
'
E
)
*
'
E
SE
E
S
H
E
E
T
N
O
T
E
2
%
8 S:5
8
:
T
5
)
)*
810A2
810A2
SHEET NOTES
1. LOT 5 :ILL %E 'ESI*NE' %< A SE3A5ATE SET O) CONST58CTION 3LANS IN
THE )8T85E.
2. 0I.AN '5I9E 'ESI*N AN' CONST58CTION A5E %< OTHE5S. E;ISTIN*
CON'ITIONS SHO:N HE5EIN )O5 0I.AN '5I9E 5E)LECT 'ESI*N 'ATA
A9AILA%LE AT THE TI0E O) S8%0ITTAL. THE CONT5ACTO5 IS 5ES3ONSI%LE
)O5 9E5I)<IN* ACT8AL AS%8ILT CON'ITIONS 35IO5 TO CONST58CTION.
5E3O5T AN< CON)LICTS O5 'E9IATIONS )5O0 THESE 3LANS TO THE
EN*INEE5 I00E'IATEL<.
5
1.82 AC.
(SEE SHEET NOTE 1)
6
1.31 AC.
70%
10
:
T
5
10
:
T
5
12
:
T
5
12 :T5
8
S
:
5
8
S
:
5
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
24INSTALL 24 STAN'A5' C85% *8TTE5 SEE IS3:C 'ETAILS S'701 S'707 .E 'ETAIL
701
INSTALL CONC5ETE 9ALLE< *8TTE5 SEE IS3:C 'ETAILS S'708
4INSTALL STAN'A5' CONC5ETE SI'E:AL.SEE IS3:C 'ETAILS S'709
INSTALL 3E'EST5IAN 5A03 SEE IS3:C 'ETAILS S'712 TO S'712*
15INSTALL 3LANT 0I; AS3HALT SECTION (LI*HT)SEE .E 'ETAILS S'800 S'801
22INSTALL 3LANT 0I; AS3HALT SECTION (HEA9<)SEE .E 'ETAILS S'800 S'801
8.5INSTALL 3LAN 0I; AS3HALT SECTION (3ATH)SEE .E 'ETAILS S'800 S'801
INSTALL '803STE5 3A')O5 T<3E SEE 3LAN. SEE CR5 'ETAILS 1114
70A2
70%
70E1
70H
810A1
810A2
810A4
S31
810A4
2
2
2
35
2
2
E; 3 C8L9E5T
2 'E4 CIT< 5E9ISIONS -3'2020415
2
2
2
1
7
520
520
)O
)O
)O )O )O )O )O )O )O )O(J)(J)
(J)(J)(J)(J)
(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)(J)
)))::
:
:
S
SS
S
:
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
08 OF 29
C-3.5UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
NORTH AREA SITE PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1 CIT< 5E9ISIONS -3' T5H 2020325
M
I
K
A
N
D
R
I
V
E
0
SCALE 1
30
0
30
ACCESS 3
A
C
C
E
S
S
1
SH
E
E
T
0
A
T
C
H
L
I
N
E
S
O
8
T
H
:
E
S
T
A5
E
A
S
I
T
E
3
L
A
N
S
E
E
S
H
E
E
T
C
3
.
3
SHEET 0ATCHLINE SO8THEAST A5EA SITE 3LAN SEE SHEET C3.4
)H3
)H4
)H5
)H9
SS0H3
SS0H4 SS0H5
SS0H9
S'C%4
S'C%5
S'C%7
I*3
I*4 I*5
:S2A
SS2A
SS
3
A
:S
3
A
)S
3
A
SS
3
%
:S
3
%
)S
3
%
SS3C
:S3C
)S3C
S'C%
70A2
70A2
70A2
70A2 70A2 70A2 70A2 70A2 70A2
70A270A2
70A2
70A2
70H
70H
70H
70H
70H
70H
70H
53
53
510
510
530
510
510
510
53
510
510
53
53
510
52
510
53
53
510
53
510
510
53
53
510
510
53
53
510
510
53
53
510
510
53
53
510
510
53
53
510
510
53
53
510
510
53
53
510
510
53
53
510
510
53
53
510
53
53
510
510
53
510
510
53
810A1
810A2
810A2
810A1
SEWER CONTROL TABLE
NA0E NO5THIN*EASTIN*
ELE9ATIONS O9E5ALL
HEI*HT5I0IN9E5TS
SS0H3 779740.89 751354.21 4854.0(N) IN9 IN 4844.52
(S) IN9 O8T 4845.22
9.54
SS0H4 779917.00 751353.4 4854.04 (E) IN9 IN 4845.32
(S) IN9 O8T 4845.22
8.82
SS0H5 779917.43 751487.08 4854.41 (:) IN9 O8T 4845.85
8.5
SS0H9 779925.53 751827.11 4855.57 (E) IN9 IN 4847.7
(S) IN9 O8T 4847.57
8.00
STORM CONTROL TABLE
NA0E T<3E NO5THIN*EASTIN*
ELE9ATIONS O9E5ALL
HEI*HT5I0IN9E5TS
S'C%4 A5EA INLET 77972.50 751378.39 4852.20 (:) IN9 O8T 4848.0
S803 484.0
4.
S'C%5 A5EA INLET 779941.94 751347.72 4853.4(E) IN9 O8T 4847.21
S803 4845.21
7.25
S'C%A5EA INLET 77971.38 751589.43 4853.48 (N) IN9 O8T 4847.23
S803 4845.23
7.25
S'C%7 A5EA INLET 77971.80 751721.42 485.33 (N) IN9 O8T 4847.08
S803 4845.08
10.25
S'C%12 C85% INLET 779950.92 752143.58 4854.1(:) IN9 O8T 4850.
S803 4849.
4.5
WATER CONTROL TABLE
NA0E NO5THIN*EASTIN*)LAN*E
ELE9ATION
)H3 77978.52 751324.54855.87
)H4 779943.85 751517.97 4854.70
)H5 779745.79 751810.19 485.18
)H9 77954.30 751458.99 4854.85
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE:
A5E INCL8'E' IN THE A%O9E TA%LE
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
SA:C8T 3A9E0ENT INTO ST5AI*HT CLEAN LINES TO ENS85E O3TI0AL T5ANSITION.
)I5E SE59ICE ST8%S SHALL %E 35ESS85E TESTE' TO 200 3SI :ITNESSE' %< THE )I5E CHIE). A %LIN' )LAN*E
SHALL %E 3LACE' AT THE EN' O) EACH SE59ICE )O5 )8T85E %8IL'IN* CONNECTION.
'E)LECT :ATE5LINE AS NEE'E' TH5O8*H THIS A5EA.
A
%
C
'
SE
E
S
H
E
E
T
N
O
T
E
2
;)H3
TRUCK ACCESS
22.5
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE: A5E INCL8'E' IN THE A%O9E TA%LE
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
24INSTALL 24 STAN'A5' C85% *8TTE5 SEE IS3:C 'ETAILS S'701 S'707 .E
'ETAIL 701
4INSTALL 9ALLE< *8TTE5 SEE IS3:C 'ETAILS S'708
4INSTALL STAN'A5' CONC5ETE SI'E:AL.SEE IS3:C 'ETAILS S'709
INSTALL 3E'EST5IAN 5A03 SEE IS3:C 'ETAILS S'712 TO S'712*
INSTALL C85% C8T SEE IS3:C 'ETAILS S'715
INSTALL SI'E:AL. SC833E5 SEE .E 'ETAIL S'715
15INSTALL 3LANT 0I; AS3HALT SECTION (LI*HT)SEE .E 'ETAILS S'800 S'801
22INSTALL 3LANT 0I; AS3HALT SECTION (HEA9<)SEE .E 'ETAILS S'800 S'801
8.5INSTALL 3LANT 0I; AS3HALT SECTION (3ATH)SEE .E 'ETAILS S'800 S'801
INSTALL '803STE5 3A')O5 T<3E SEE 3LAN. SEE CR5 'ETAILS 1114
70A2
70%
70E1
70H
715A
71A
810A1
810A2
810A2
S31
S31
A
A
A
A
A
))
)
'
'
510
NOTE ONL< ST58CT85ES SHO:N ON THIS SHEET 9IE: A5E INCL8'E' IN THE A%O9E TA%LE
810A1
810A2
SHEET NOTES
1. LOT 4 :ILL %E 'ESI*NE' %< A SE3A5ATE SET O) CONST58CTION 3LANS IN
THE )8T85E.
2. 0I.AN '5I9E 'ESI*N AN' CONST58CTION A5E %< OTHE5S. E;ISTIN*
CON'ITIONS SHO:N HE5EIN )O5 0I.AN '5I9E 5E)LECT 'ESI*N 'ATA
A9AILA%LE AT THE TI0E O) S8%0ITTAL. THE CONT5ACTO5 IS 5ES3ONSI%LE
)O5 9E5I)<IN* ACT8AL AS%8ILT CON'ITIONS 35IO5 TO CONST58CTION.
5E3O5T AN< CON)LICTS O5 'E9IATIONS )5O0 THESE 3LANS TO THE
EN*INEE5 I00E'IATEL<.
4
2.57 AC.
(SEE SHEET NOTE 1)
3
4.07 AC.
2
1.15 AC.
(SEE SHEET NOTE 1)
70E1
70E1
810A1 70%
70%
24.5
1
41.9
2.5
2.5
2.5
2.5
8
S
:
5
8
:
T
5
8 S:5
8 :T5
71A
2
530
557
2.5
557
530
557
530
557
530
2
2 'E4 CIT< 5E9ISIONS -3'2020415
1
2
S'C%12
I*10
A
2
2 2
4545
45
90
10
70H
70E1
2
57
593
7
5
530
530
(S)(S)(S)(S)(S)(S)(S)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
0.3
0.
1
.
2
1
.
2
1.4
0.70.8
0.
4
0.
2.
0
4 1
4 1
4
1
0.
8
2.
8
2.1
0
.
0
2
.
1
1.
3
.
9
1
.
1
2.1
2.1
0.
2
.
0
0.
5
1
.
5
1.0
1
.
5
3
.
2
2.
0
2
.
2.
0
2.
0
2.2
1.2
1.5
2.
4
1.
1.
1.
3
2
.
3
2.1
2.34
.
4
4.
5
3
.
4
2
.
0
2
.
0
2.3
3.84.2
3.1
3
.
2
2
.
0
2
.
0
2.
0
2.
1
1.4
4.
0
4.
3
4.
0
2.
9
2
.
2
.
5
1.
5
1.4
1
.
0
2.
1
1.5
0.
4
0.
4
0.
7
1.2
2.0
2.5
1.0
2
.
0
0
.
5
0.
8
0.2
0.1
0.
2
0.
0.
4
3.8
2
.
0
3
.
2
2.
1
3
.
2
2.3
3.1
48
5
5
4
8
5
4
4
8
5
5
48
5
3
48
5
4
48
5
5
48
5
5
4
8
5
5
4
8
5
4
4
8
5
5
48
5
4
8
5
4855
4854
4852
4854
4855
4855
4855
4854
4
8
5
4854855
4855
4
8
5
4
4852
4854
485485
4
8
5
48
5
5
4
8
5
5
4
8
5
5
48
5
5
4855
4854
4855
4
8
5
5
4
8
5
4
4
8
5
4
4
8
5
5
48
5
4854
4854
4854
4854
4854
4
8
5
8
48
5
8
48
5
7
48
5
8
4854
4854
4854 48
5
48
5
48
5
485448
5
4
4854
4
8
5
4
485
485
4
8
5
4
4854
4854
4853
4853
4
8
5
4
48
5
5
485485
48
5
2
48
5
3
485
4
485
4
485
4
48
5
5
48
5
485
48
5
48
5
4
4
1
4
1
4
8
5
7
4
8
5
4855
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
09 OF 29
C-4.1UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
EROSION & SEDIMENT CONTROL PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1
CONTO85 INTE59AL
CONST58CTION LI0ITS
Know what's
Callbefore you dig.
below.
SHEET NOTES
1.3A<0ENT )O5 E5OSION CONT5OL 0EAS85ES A5E L803 S80.
THE TE03LATE 35O9I'E' ON THIS SHEET IS CO035ISE' O)
T<3ICAL 0EAS85ES. THE E5OSION AN' SE'I0ENT CONT5OL
3LAN IS INTEN'E' TO %E AN E9OL9IN* 'OC80ENT THAT
A'-8STS TO THE 35O-ECT CON'ITIONS.
!!! CONTRACTOR TAKE NOTICE !!!
CONT5ACTO5 SHALL %E 5ES3ONSI%LE )8LL< CO03L< :ITH
ALL I'AHO 3OLL8TANT 'ISCHA5*E 0ONITO5IN* S<STE0
(I3'ES) 5E48I5E0ENTS AN' IS E;3ECTE' TO 0O'I)< THE
S:333 AS NECESSA5< TO ENS85E 35O-ECT CO03LIANCE.
AS THE 5ES3ONSI%LE 3A5T< THE CONT5ACTO5 :ILL %E
5ES3ONSI%LE )O5 ALL )INES AN' 3ENALTIES INCL8'IN*
THOSE ACCESSE' TO EITHE5 THE O:NE5 O5 EN*INEE5
)O5 )AIL85E TO )8LL< 0EETI03LE0ENT STO50 :ATE5
CONT5OL 0EAS85ES THE 35O-ECT S:333 O5 I3'ES
5E*8LATIONS.
LEGEND
LINET<3E S<0%OL 'ESC5I3TION CO00ENT
CONST58CTION LI0ITS
E;ISTIN* CONTO85S
35O3OSE' CONTO85S
SILT )ENCE %A55IE5 SEE .E 'ETAIL 1003
'I9E5SION %E50 SEE .E 'ETAIL 1004
CONC5ETE :ASH STATION SEE .E 'ETAIL 1009
3O5TA%LE TOILET
'803STE5
TE03O5A5< 0AIL%O;SEE .E 'ETAIL 1008
INLET 35OTECTION SEE .E 'ETAIL 100
STOC.3ILE A5EA
STA*IN* A5EA
CONST58CTION ENT5ANCE SEE .E 'ETAIL 1001
5E9E*ETATION SEE 5E9E*ETATION NOTE
D
PT
C
M
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
'IST85%ANCE IS ST5ICTL< 35OHI%ITE' O8TSI'E THE CONST58CTION LI0ITS
*5A'E SITE TO INS85E 3OSITI9E '5AINA*E IN ALL A5EAS
ALL SLO3E' A5EAS 08ST %E CAT T5AC.E' TO 5E'8CE E5OSION. SEE .E 'ETAIL 1011
STO5E E;CESS 0ATE5IAL IN 'ESI*NATE' A5EAS (A35O;. LOCATION SI=E IS CONCE3T8AL)
3LACE TO3SOIL*58%%IN* ON TO3 0.50
O) ALL C8T )ILL SLO3ES
CLEAN ST5EETS AS 5E48I5E' TO 5E0O9E AN< T5AC.ON THAT 0A< HA9E OCC855E'.
3OST ALL CONST58CTION 'OC80ENTS )O5 38%LIC 9IE:IN*
A
%
C
'
E
)
*
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
CLEA5 *58% TO3 O) CONST58CTION LI0ITS STOC.3ILE AS 'I5ECTE' )O5
5E9E*ETATION
INSTALL 0AINTAIN SE'I0ENT CONT5OL %03
S SEE .E 'ETAILS 1000 SE5IES
201A
1000A
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
T
A
M
A
N
A
D
R
I
V
E
D
PT
C
M
M
I
K
A
N
D
R
I
V
E
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
TRUCK ACCESS
STOC.3ILE
STA*IN*
A5EA
0
SCALE 1
0
120
0
A
CO
N
S
T
5
8
C
T
I
O
N
L
I
0
I
T
S
CONST58CTION LI0ITS
CO
N
S
T
5
8
C
T
I
O
N
L
I
0
I
T
S
A
A
201A1000A
%CE
'
)
))
)
)
A
)
A
CONST58CTION LI0ITS
5ETENTION 3ON' 2
(TE03O5A5<)
5ETENTION 3ON' 3
(TE03O5A5<)
1 'E4 CIT< 5E9ISIONS -3'2020415
1
(S)(S)(S)(S)(S)(S)(S)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
10 OF 29
C-5.1UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
GRADING PLAN OVERVIEW
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
'IST85%ANCE IS ST5ICTL< 35OHI%ITE' O8TSI'E THE CONST58CTION LI0ITS
*5A'E SITE TO INS85E 3OSITI9E '5AINA*E IN ALL A5EAS
ALL SLO3E' A5EAS 08ST %E CAT T5AC.E' TO 5E'8CE E5OSION. SEE .E 'ETAIL 1011
3LACE TO3SOIL*58%%IN* ON TO3 0.50
O) ALL C8T )ILL SLO3ES
A
%
C
'
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
CLEA5 *58% TO3 O)
CONST58CTION LI0ITS STOC.3ILE AS 'I5ECTE' )O5 5E9E*ETATION
E;CA9ATION E0%AN.0ENT 5E)E5 TO EA5TH:O5. ANAL<SIS NOTE. SEE .E
'ETAIL 208
201A
202A
SHEET NOTES
1.ALL S3OT ELE9ATIONS A5E TO )INISHE' *5A'E.
EARTHWORK ANALYSIS*
%ASE S85)ACE O5I*INAL S85)ACE CON'ITIONS TO3O 3E5)O50E' %< OTHE5S AN'
S3OT CHEC.E' %< .E IN OCTO%E5 2025.
CO03A5ISON
S85)ACE )INAL *5A'E S85)ACE AS 3E5 THE 'ESI*N SHO:N ON THESE 3LANS
CO03ACTION
)ACTO5(S)
C8T 1.00
)ILL 1.15
*58%%IN*
9OL80ES
9850 C8%IC <A5'S
(12.23 AC5ES)
C8T 0ATE5IAL 4075 C8%IC <A5'S
)ILL 0ATE5IAL 1525 C8%IC <A5'S
ESTI0ATE' 35O-ECT
E;3O5TI03O5T
11550 C8%IC <A5'S O) I03O5T 0ATE5IAL
THE E;CA9ATION 3A< ITE0 IS TO %E CONSI'E5E' L803 S80. THE 48ANTIT< SHO:N )O5 E;CA9ATION IS
THE CO0%INE' TOTALS O) %OTH C8T AN' )ILL 0ATE5IALS. 3A<0ENT SHALL INCL8'E ALL E;CA9ATION AN'
E0%AN.0ENT 5E48I5E' TO %8IL' THE 35O-ECT TO THE LINES AN' *5A'ES 'ETAILE' IN THESE 3LANS. NO
E;T5A 3A<0ENT :ILL %E 0A'E )O5 LOA' CO8NTS O5 OTHE5 0EAS85E0ENTS.
THE CO03ACTION )ACTO5 8SE' :AS %ASE' ON T<3ICAL SOIL 'ATA AN' OTHE5 )ACTO5S 'ETE50INE'
%< THE EN*INEE5 AN' IS ONL< AN ESTI0ATION. THE EN*INEE5 'OES NOT *8A5ANTEE THIS N80%E5.
THE EN*INEE5 HAS 8SE' AN ESTI0ATE' *58%%IN* 'E3TH O) TH5O8*HO8T THE ANTICI3ATE' E;TENTS
O) *5A'IN*. THIS 9OL80E HAS NOT %EEN S8%T5ACTE' )5O0 THE %ASE S85)ACE )O5 CALC8LATION
3853OSES. ACT8AL *58%%IN* A5EA AN' 'E3THS 0A< 9A5<. THE CONT5ACTO5 SHALL STOC.3ILE ALL
*58%%IN* 0ATE5IAL )O5 3LACE0ENT ON E;3OSE' SLO3ES A)TE5 *5A'IN* ACTI9ITIES HA9E CEASE'.
THE EN*INEE5 'OES NOT *8A5ANTEE EA5TH:O5. 48ANTITIES. N80%E5S SHO:N A5E AN ESTI0ATE
%ASE' ON THE 'ATA LISTE' IN THIS TA%LE. THE CONT5ACTO5 SHALL 3E5)O50 THEI5 O:N ESTI0ATE AN'
THE 35ICE SHO:N ON %I''IN* 'OC80ENTS SHALL 5E)LECT THIS.YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
M
I
K
A
N
D
R
I
V
E
T
A
M
A
N
A
D
R
I
V
E
1
CONTO85 INTE59AL
Know what's
Callbefore you dig.
below.0
SCALE 1
0
120
0
5ETENTION 3ON' 2
(TE03O5A5<)
5ETENTION 3ON' 3
(TE03O5A5<)
STOC.3ILE
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
TRUCK ACCESS
1
1.19 AC.
2
1.15 AC.
3
4.07 AC.
4
2.57 AC.
5
1.82 AC.
6
1.31 AC.
7
1.37 AC.
8
0.97 AC.
POND INFORMATION
NA0E )5EE%OA5'3ON' %T0 3ON' TO3 9OL80E
5ETENTION 3ON' 1 1.00
4851.00
4854.00
3585 C.).
5ETENTION 3ON' 2
(TE03O5A5<)1.00
4851.50
4853.50
3520 C.).
5ETENTION 3ON' 3
(TE03O5A5<)1.00
4851.50
4853.50
180 C.).
CONST58CTION LI0ITS
CO
N
S
T
5
8
C
T
I
O
N
L
I
0
I
T
S
CONST58CTION LI0ITS
CO
N
S
T
5
8
C
T
I
O
N
L
I
0
I
T
S
CONST58CTION LI0ITS
201A202A
C%'
A
A
A
A
A
A
A
<ELLO:STONE
HI*H:A< A5EA
(SEE SHEET C5.2)
NO5TH A5EA
(SEE SHEET C5.5)
SO8THEAST A5EA
(SEE SHEET C5.4)
SO8TH:EST A5EA
(SEE SHEET C5.3)
1 'E4 CIT< 5E9ISIONS -3'2020415
1
1
LI3
54.94LI3
54.84
LI3
54.91
LI3
55.
LI3
55.30
LI3
54.5LI3
54.34
LI3
55.22 LI3
54.73
LI3
55.17
LI3
55.01
LI3
55.05
LI3
55.15
LI3
55.07
LI3
54.78
LI3
54.2
LI3
54.81
LI3
54.97
LI3
54.73
LI3
54.5
2.02.0
2.1
2.0
2.0
2.1
2.11.7
2.1
2
.
0
2.3
4
.
3
2
.
2
2.0
2
.
2
3
.
8
2
.
9
4
.
0
2.
1.5
0.4
0.9
1.1
2.2
0.
0.
.8
0.
8
0.
0.2
0.4
0
.
5
1.
2
0
.
2
2
.
3
0
.
3
1
.
1
.
1
1
.
1
0.
2
.
0
LI3
54.73
LI3
54.74
LI3
54.
2.1
2
.
0
4.
1.
7
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
11 OF 29
C-5.2UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
YELLOWSTONE HIGHWAY AREA
GRADING PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
YELLOWSTONE HIGHWAY
1
1.19 AC.
2
1.15 AC.
'ENTAL O))ICE
A
C
C
E
S
S
1
SHEET 0ATCHLINE SO8TH:EST A5EA *5A'IN* 3LAN SEE SHEET C5.3
SHEE
T
0
A
T
C
H
L
I
N
E
N
O
5
T
H
A
5
E
A
*
5
A
'
I
N
*
3
L
A
N
S
E
E
S
H
E
E
T
C
5
.
5
0
SCALE 1
0
120
0
1
CONTO85 INTE59AL
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
'IST85%ANCE IS ST5ICTL< 35OHI%ITE' O8TSI'E THE CONST58CTION LI0ITS
*5A'E SITE TO INS85E 3OSITI9E '5AINA*E IN ALL A5EAS
ALL SLO3E' A5EAS 08ST %E CAT T5AC.E' TO 5E'8CE E5OSION. SEE .E 'ETAIL 1011
3LACE TO3SOIL*58%%IN* ON TO3 0.50
O) ALL C8T )ILL SLO3ES
A
%
C
'
Know what's
Callbefore you dig.
below.
%CE%CE
CONST58CTION LI0ITS
C
O
N
S
T
5
8
C
T
I
O
N
L
I
0
I
T
S
A
A
A
A
1 'E4 CIT< 5E9ISIONS -3'2020415
1
LI3
55.25
3A9E
55.32
LI3
5.42
LI3
5.39
LI3
5.52
LI3
5.09
LI3
5.05
LI3
5.00
LI3
55.30
LI3
55.79
LI3
54.82
LI3
54.14
LI3
55.37
LI3
54.88
LI3
55.0
LI3
54.95LI3
54.
LI3
54.1
LI3
54.92
LI3
55.15
LI3
55.10
LI3
55.33
LI3
55.14
LI3
54.89
LI3
54.90
LI3
54.4
LI3
54.40
LI3
54.57
LI3
54.57
LI3
54.92
LI3
54.74
LI3
54.34
LI3
54.35
LI3
54.9
LI3
54.48
LI3
54.13 LI3
54.15
LI3
55.4
LI3
55.1
LI3
55.8LI3
55.18
LI3
54.28
LI3
"""."""
LI3
54.17
LI3
53.9
LI3
53.75
LI3
53.44
LI3
55.84LI3
54.4
LI3
5.21 LI3
5.41
LI3
55.99
LI3
5.07
LI3
55.9
LI3
55.58
LI3
55.82
LI3
55.19
LI3
55.45
LI3
55.27
LI3
55.24
LI3
54.97LI3
54.83
LI3
55.11
LI3
54.91
LI3
55.55
LI3
55.93
LI3
5.15
LI3
5.23
%S:
54.50
%S:
54.50
%S:
54.50
%S:
54.50
%S:
54.50
%S:
54.50
T%C
5.7
LI3
54.40
LI3
54.50
LI3
54.51
LI3
55.08
2.
0
2.
0
2.
1
2.0
2.
0
2.
1
2
.
1
1.
7
2.1
1.
5
3.2
2
.
2.0
1.5
2
.
3
2.0
1.82.
4
2.1
1.8
1.8
4.3
2
.
0
3
.
1
4.2
3.8
2.3
3.3
4.0
2.
0
2.2
3.
8
3
.
9
3
.
8
2
.
0
3
.
2
2
.
1
2
.
0
3
.
4
0.
4
0
.
9
1.
1
2
.
2
0.
0.
.
8
0.
8
3.4
4.7
1
.
9
.
1.
2
1
.
5
9
.
9
11.7
5.
3
0
.
8
4
0
.
9
4
2
.
2
%S:
54.3
%S:
55.07
LI3
55.03
1.
5
1.
5
2.0
1.5
1.5
1.9
0.8
1
.
2
2
.
3
2.1
2.2
LI3
55.73
LI3
55.78
LI3
55.82
LI3
55.91
LI3
55.89
LI3
55.87
LI3
55.91
LI3
55.53
2.1
2.3
2
.
4
3A9E
55.43
3A9E
55.53
3A9E
55.48
3A9E
55.28
3A9E
55.40
3A9E
55.49
3A9E
55.45
2.0
).*.
53.8
4
.
0
4.
1
.
7
2.
0
4
.
4
LI3
54.4
LI3
54.32
3A9E
55.49
3.22.3
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
12 OF 29
C-5.3UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
SOUTHWEST AREA GRADING PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
8
0.97 AC.
9
0.14 AC.
10
2.15 AC.
7
1.37 AC.
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
SH
E
E
T
0
A
T
C
H
L
I
N
E
<
E
L
L
O
:
S
T
O
N
E
H
I
*
H
:
A
<
A
5
E
A
*
5
A
'
I
N
*
3
L
A
N
S
E
E
S
H
E
E
T
C
5
.
2
SHEET 0ATCHLINE NO5TH A5EA
*5A'IN* 3LAN SEE SHEET C5.5
SH
E
E
T
0
A
T
C
H
L
I
N
E
S
O
8
T
H
E
A
S
T
A
5
E
A
*
5
A
'
I
N
*
3
L
A
N
S
E
E
S
H
E
E
T
C
5
.
4
0
SCALE 1
0
120
0
T
A
M
A
N
A
D
R
I
V
E
1
CONTO85 INTE59AL
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
'IST85%ANCE IS ST5ICTL< 35OHI%ITE' O8TSI'E THE CONST58CTION LI0ITS
*5A'E SITE TO INS85E 3OSITI9E '5AINA*E IN ALL A5EAS
ALL SLO3E' A5EAS 08ST %E CAT T5AC.E' TO 5E'8CE E5OSION. SEE .E 'ETAIL 1011
3LACE TO3SOIL*58%%IN* ON TO3 0.50
O) ALL C8T )ILL SLO3ES
A
%
C
'
Know what's
Callbefore you dig.
below.
CONST58CTION LI0ITS
CONST58CTION LI0ITS
CONST58CTION LI0ITS
CONST58CTION LI0ITS
%CE
%CE
%CE
A
A
1 'E4 CIT< 5E9ISIONS -3'2020415
LI3
54.97
LI3
55.
LI3
55.
LI3
55.28
LI3
54.95 LI3
54.9
LI3
54.71
LI3
54.0
LI3
54.70
LI3
54.7
LI3
54.
LI3
54.93
LI3
55.09
LI3
54.87
LI3
5.23
LI3
5.79
LI3
5.37
LI3
5.28
LI3
5.13
LI3
55.70
LI3
55.55
LI3
54.91
LI3
55.2LI3
55.2
LI3
54.90
LI3
54.9
LI3
54.70 LI3
54.98
LI3
54.91
LI3
55.17
LI3
55.04
LI3
55.34
LI3
55.50
LI3
55.32
%S:
55.50
2
.
1
2
.
0
1.
9
2.
2
2.0
0.5
2.1
4.2
1.5
2
.
0
3
.
1
3.84.2
3.8
2.8
2.1
3
.
2
2.
1
2
.
0
2
.
1
11.7
5.
.
8
2
.
7
4
2
.
3
1
9
.
7
2
8
.
1
1.
0
0.
0.
2
0
.
0
.
8
0.
3
0.
5
1.8
1.9
2.8
1.5
1.3
0
.
4
1.40.
7
2.2
1.0
2.5
1.2
4.
1.
1
3.7
2.1
%S:
55.0
3A9E
5.11
3A9E
55.59
3A9E
5.33
3A9E
55.3
3A9E
54.84
3A9E
55.07
3A9E
55.98
3A9E
55.2
3A9E
55.99
3A9E
55.99
0
.
8
0
.
5
1
.
3
0
.
2
2
.
1
0.
8
2.1
2.0
4
1
4 1
4 1
4
1
).*.
53.28
4
.
0
2
.
0
2.0
4
1
4 1
4
1
4.
9
3A9E
55.59
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
13 OF 29
C-5.4UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
SOUTHEAST AREA GRADING PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
ACCESS 3
SHEET 0ATCHLINE NO5TH A5EA *5A'IN* 3LAN SEE SHEET C5.5
SH
E
E
T
0
A
T
C
H
L
I
N
E
S
O
8
T
H
:
E
S
T
A
5
E
A
*
5
A
'
I
N
*
3
L
A
N
S
E
E
S
H
E
E
T
C
5
.
4
0
SCALE 1
0
120
0
ACCESS 3
M
I
K
A
N
D
R
I
V
E
1
CONTO85 INTE59AL
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
'IST85%ANCE IS ST5ICTL< 35OHI%ITE' O8TSI'E THE CONST58CTION LI0ITS
*5A'E SITE TO INS85E 3OSITI9E '5AINA*E IN ALL A5EAS
ALL SLO3E' A5EAS 08ST %E CAT T5AC.E' TO 5E'8CE E5OSION. SEE .E 'ETAIL 1011
3LACE TO3SOIL*58%%IN* ON TO3 0.50
O) ALL C8T )ILL SLO3ES
A
%
C
'
TE03O5A5<
5ETENTION 3ON' 2
5
1.82 AC.
6
1.31 AC.
Know what's
Callbefore you dig.
below.
CONST58CTION LI0ITS
CONST58CTION LI0ITS
CO
N
S
T
5
8
C
T
I
O
N
L
I
0
I
T
S
%CE
%CE
%CE
A
A
A
1 'E4 CIT< 5E9ISIONS -3'2020415
LI3
55.11
LI3
53.04
LI3
53.15LI3
53.28
LI3
53.21
LI3
52.88
LI3
52.27
LI3
54.43
LI3
54.51
LI3
54.85
LI3
54.5
LI3
54.20
LI3
54.43 LI3
55.3
LI3
55.23
LI3
54.85
LI3
54.51 LI3
55.00
LI3
55.22LI3
55.40
LI3
55.47
LI3
55.05
LI3
54.78LI3
53.88
LI3
53.8
LI3
54.50
LI3
55.38
LI3
55.03
LI3
55.5
LI3
55.52
LI3
54.34
LI3
55.44
LI3
55.10
LI3
55.07
LI3
55.43
LI3
55.45
LI3
55.30
LI3
55.39
LI3
55.52
LI3
55.00
LI3
55.00
LI3
55.22 LI3
55.22
LI3
55.00LI3
55.09
LI3
55.18
LI3
55.22
LI3
55.0
LI3
54.9
LI3
55.20
LI3
55.22
LI3
55.39
LI3
55.03
LI3
55.39
LI3
55.03
LI3
55.8LI3
5.29
LI3
55.91
LI3
55.44
LI3
55.45
LI3
55.34
LI3
5.44
LI3
55.72
LI3
55.03
LI3
55.39
LI3
5.22
LI3
5.1
LI3
55.28
LI3
53.7
LI3
53.4
LI3
53.7
LI3
54.13 LI3
54.14
2.
1
2
.
1
1.
7
2.1
2
.
2.
2
2.0
1.5
4.3
2
.
0
3
.
1
3.84.2
3.8
2.3
3.3
4.0
2.
0
2.
2
2
.
0
2
.
0
1.5
2.
0
2.
0
3
.
7
2
.
0
3
.
2
3
.
2
2.
1
1.
5
2
.
0
1.5
2
.
0
2
.
1
2
.
0
3
.
4
0.
4
0
.
9
0.
2
0.
4
1
1
.
0
7
.
1
5
.
5
3.
2
.
7
2.0
0.
2
0
.
0
.
8
0
.
4
0.5
0.
3
0.
5
1.9
1.1
1.81.9
2.8
1.5
1.3
0
.
4
3A9E
54.15
3A9E
54.81
3A9E
55.78
3A9E
55.77
3A9E
55.77
3A9E
55.75
3A9E
55.5
3A9E
55.43A9E
54.803A9E
54.9
3A9E
54.0
2.0
1
.
2
2
.
3
2.22.3
2
.
4
2
.
1
).*.
53.33
).*.
53.48
3
.
9
3
.
7
2.0
2.0
4
1
4 1
4
1
4.
LI3
55.22
LI3
55.57 1
.
7
LI3
52.3
2.
0
4
.
4
3.22.3
3A9E
55.7
3A9E
55.48
3A9E
54.89
3A9E
54.2
3A9E
55.55
LI3
54.13
LI3
54.40
LI3
55.03
LI3
55.07
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
14 OF 29
C-5.5UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
NORTH AREA GRADING PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
ACCESS 3
SH
E
E
T
0
A
T
C
H
L
I
N
E
S
O
8
T
H
:
E
S
T
A5
E
A
S
I
T
E
3
L
A
N
S
E
E
S
H
E
E
T
C
3
.
3
SHEET 0ATCHLINE SO8THEAST A5EA SITE 3LAN SEE SHEET C3.4
T
A
M
A
N
A
D
R
I
V
E
0
SCALE 1
0
120
0
1
CONTO85 INTE59AL
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
'IST85%ANCE IS ST5ICTL< 35OHI%ITE' O8TSI'E THE CONST58CTION LI0ITS
*5A'E SITE TO INS85E 3OSITI9E '5AINA*E IN ALL A5EAS
ALL SLO3E' A5EAS 08ST %E CAT T5AC.E' TO 5E'8CE E5OSION. SEE .E 'ETAIL 1011
3LACE TO3SOIL*58%%IN* ON TO3 0.50
O) ALL C8T )ILL SLO3ES
A
%
C
'
TE03O5A5<
5ETENTION
3ON' 1
TRUCK ACCESS
3
4.07 AC.
4
2.57 AC.
Know what's
Callbefore you dig.
below.
CONST58CTION LI0ITS
CO
N
S
T
5
8
C
T
I
O
N
L
I
0
I
T
S
%CE
%CE
%CE
A
A
1 'E4 CIT< 5E9ISIONS -3'2020415
1
)))
:
:
::
:
:
:
:
S S
S
S
SS
S
S
S S
:
S
S
)
:
)
:
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
15 OF 29
C-6.1UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN AND PROFILE OVERVIEW SHEET
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1
1.19 AC.
)H1
)H2
)H3
)H4
)H5
)H
)H7
)H8
)H9
SS0H1
SS0H2
SS0H3
SS0H4
SS0H5
SS0H7
SS
0
H
8
SS0H9
SS0H10SS0H11
;SS0H1
;S
S
0
H
2
S'C%1
S'
C
%
3
S'C%4
S'
0
H
1
S'C%5
S'C%S'C%7
S'C%8
S'C%9
S'
C
%
2
2
1.15 AC.
3
4.07 AC.
4
2.57 AC.
5
1.82 AC.
6
1.31 AC.
7
1.37 AC.
8
0.97 AC.
9
0.14 AC.
10
2.15 AC.
0I;E' 8TILIT<
ALI*N0ENT '
(SEE SHEET C.5)
S'C%10
S'
C
%
1
1
I*1
I*2
I*3
I*4
I*5
I*I*7
I*9
I*8
:S8%
SS8%
SS
1
A
:S
1
A
:S2A
SS2A
SS
3
A
:S
3
A
)S
3
A
SS
3
%
:S
3
%
)S
3
%
SS3C
:S3C
)S3C
:SA
)SA)S7A
:S7A
SS7A SSA
SS7%
:S7%
:S
8
A
SS8A
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
T
A
M
A
N
A
D
R
I
V
E
M
I
K
A
N
D
R
I
V
E
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
'ENTAL O))ICE
E; I55I*ATION 'ITCH
;S
S
0
H
3
;)H3
;)H4
TRUCK ACCESS
0I;E' 8TILIT<
ALI*N0ENT A
(SEE SHEET C.2)
0I;E' 8TILIT<
ALI*N0ENT E
(SEE SHEET C.)
0I;E' 8TILIT<
ALI*N0ENT %
(SEE SHEET C.3)
0I;E' 8TILIT<
ALI*N0ENT C
(SEE SHEET C.4)
0I;E' 8TILIT<
ALI*N0ENT )
(SEE SHEET C.7)
<ELLO:STONE
HI*H:A< ALI*N0ENT
(SEE SHEET C.8)
0
SCALE 1
0
120
0
:S10A
1 'E4 CIT< 5E9ISIONS -3'2020415
S'C%12
I*10
1
1
1
1
1
1
1
1
1
1
1
SS8C
SS8'1
1
1
1
02)1
10%
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
INSTALL STO50 '5AIN CATCH %ASIN
(T<3E 1) *5ATE
)O5 INSTALLATION ALON* C85% *8TTE5S.
ENS85E 0IN. O) 12 S803 'E3TH. SEE IS3:C
S'01 S'10A
INSTALL 0C3500 IN)ILT5ATO5
CHA0%E5S
SEE A'S 0C3500 STAN'A5' 'ETAIL. INCL8'ES
ALL INCI'ENTALS (STONE EN' CA3S HEA'E5S
)A%5IC ETC.) TO INSTALL AS 'E3ICTE' ON
THESE 3LANS
02)1
10%
STATIONS 100 925
10[ 9E5TICAL E;A*E5ATION
PROFILE VIEW OF MIXED UTILITY ALIGNMENT A
4840
4850
480
4840
4850
480
100 200 300 400 500 00 700 800 900 925
100 200 300 400 500 00 700 800 900 925
0.541.30
1.30
1.30
1.30
1.302.00
2.00
0.000.000.000.000.000.00
0.000.000.000.00
SS0H1
STA 221.04
O)) 57.2
5I0 4853.97
IN9 IN 4842.35 (N)
IN9 O8T 4842.25 (:)
;SS0H1
STA 108.4
O)) 514.89
5I0 4855.11
IN9 IN 4841.80 (E)
IN9 O8T 4841.70 (S)
SS0H11
STA 23.59
O)) L138.00
5I0 4855.20
IN9 O8T 4847.0 (E)
SS0H10
STA 885.09
O)) L138.00
5I0 4855.81
IN9 IN 484.55 (:)
IN9 O8T 484.45 (N)
S'C%9
STA 573.47
O)) L99.00
5I0 4853.8
S803 4845.43
IN9 O8T 4847.43 (E)
S'C%8
STA 788.10
O)) L40.00
5I0 4853.28
S803 4845.03
IN9 O8T 4847.03 (E)
S'C%1
STA 203.45
O)) 529.75
5I0 4853.47
S803 4845.22
IN9 O8T 4847.22 (E)
21.50
O) 8 SE:E5 3I3E 39C AST0 '303
4
S
'
5
3
5
#
0
.
4
0
112.3
O) 8 SE:E5 3I3E 39C AST0 '3034 S'5 35 # 0.40
)H7
STA 521.47
O)) L49.50
)LAN*E 4855.84
8 TEE
8 9AL9E
8 :ATE5 3I3E 'I3 CLASS 50 A::A C151
8 :ATE5 3I3E 'I3 CLASS 50 A::A C151
)H
STA 87.0
O)) L157.50
)LAN*E 485.22
:ATE5 3I3E 'I3 CLASS 50 A::A C151
8 9AL9E
:
:
S S
S S
S
S
S'C%8
S'C%9
S'C%1
SS0H1
SS0H11
SS0H10
SS0H2
925100 200
300 400 500
00 700 800
9008 S:5
8 S:5
8
S
:
5
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
16 OF 29
C-6.2UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN & PROFILE FOR MIXED UTILITY
ALIGNMENT A
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1 CIT< 5E9ISIONS -3' T5H 2020325
0
SCALE 1
30
0
30
)H
)H7
;SS0H1
I*1
I*
I*7
SS7A SSA
SS7%
:S7%
:S
8
A
8 :T5
5
1.82 AC.
6
1.31 AC.
7
1.37 AC.
8
0.97 AC.
9
0.14 AC.
10
2.15 AC.
35O3OSE'
S85)ACE
E;ISTIN*
S85)ACE
0IN. 5
CO9E5
T
A
M
A
N
A
D
R
I
V
E
%
%
401A1
403A
403A
404A1
4
0
4
A
1
504A
504A 504A
501A1
502A
502A
502A
02)2
02)3
10%
10%
10%
501A1
A
C
C
E
S
S
2
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
35O9I'E TH58ST %LOC.IN* AS 3E5 IS3:C 'ETAIL S'403.
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
CONNECT TO E;ISTIN* 8TILIT< LINE
)I5E SE59ICE ST8%S SHALL %E 35ESS85E TESTE' TO 200 3SI :ITNESSE' %< THE )I5E
CHIE). A %LIN' )LAN*E SHALL %E 3LACE' AT THE EN' O) EACH SE59ICE )O5
)8T85E %8IL'IN* CONNECTION.
'E)LECT :ATE5LINE AS NEE'E' TH5O8*H THIS A5EA.
EASTE5N ST8% LOCATION )5O0 ;SS0H1 IS A335O;I0ATE )IEL'9E5I)<
LOCATION. CONT5ACTO5 TO E;3OSE E;ISTIN* ST8% AN' 5ESTO5E ALL 3A5.IN*
LOT S85)ACES AN' 0ATE5IALS 'IST85%E' '85IN* IN9ESTI*ATION TO O5I*INAL
O5 %ETTE5 CON'ITION.
A
%
C
'
E
)
AA
A
A
C
C
E; 12 :T5
C
E
)
)
02)2
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
8INSTALL CLASS 50 A::A C151 'I3
:ATE5LINE
SEE IS3:C 'ETAIL S'403 407
AN' CR5 'ETAIL 8
10INSTALL CLASS 50 A::A C151 'I3
:ATE5LINE
SEE IS3:C 'ETAIL S'403 407
AN' CR5 'ETAIL 8
12INSTALL CLASS 50 A::A C151 'I3
:ATE5LINE
SEE IS3:C 'ETAIL S'403 407
AN' CR5 'ETAIL 8
8INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
10INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
12INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL )I5E H<'5ANT ASSE0%L<
SEE 3LAN )O5 H<'5ANT
LEN*THS. SEE IS3:C 'ETAILS
S'404
2INSTALL SIN*LE :ATE5 SE59ICE SEE CR5 'ETAILS 1
INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5
'ETAIL 1
8INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5
'ETAIL 1
10INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5
'ETAIL 1
8INSTALL AST0' 3034 S'535
SANITA5< SE:E5 LINE
SEE IS3:C 'ETAIL S'407 CR5
'ETAIL 8
48INSTALL SANITA5< SE:E5 0ANHOLE SEE IS3:C 'ETAILS S'501A
S'507 S'508 S'507A
4INSTALL SANITA5< SE:E5 SE59ICE SEE IS3:C 'ETAILS S'30
S'511 S'511A S'512
12INSTALL 5C3 CLASS III AST0 C7SEE CR5 'ETAIL 8
48INSTALL STO50 '5AIN 0ANHOLE SEE IS3:C S'11 S'1
S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN
(T<3E 1) *5ATE
)O5 INSTALLATION ALON*
C85% *8TTE5S. ENS85E 0IN.
O) 12 S803 'E3TH. SEE IS3:C
S'01 S'10A
2
[2
INSTALL STO50 '5AIN INLET *5ATE
ENS85E 0IN. O) 24 S803
'E3TH. SEE .E 'ETAIL 30 :ITH
12 SNO8T CONNECTIONS
30[30INSTALL STO50 '5AIN INLET *5ATE
ENS85E 0IN. O) 24 S803
'E3TH. SEE .E 'ETAIL 31 :ITH
12 SNO8T CONNECTIONS
INSTALL SC740 IN)ILT5ATO5
CHA0%E5S
SEE CR5 'ETAIL 18 A'S SC740
STAN'A5' 'ETAIL. INCL8'ES
ALL INCI'ENTALS (STONE EN'
CA3S HEA'E5S )A%5IC ETC.)
TO INSTALL AS 'E3ICTE' ON
THESE 3LANS
INSTALL 0C3500 IN)ILT5ATO5
CHA0%E5S
SEE A'S 0C3500 STAN'A5'
'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN'
CA3S HEA'E5S )A%5IC ETC.)
TO INSTALL AS 'E3ICTE' ON
THESE 3LANS
401A1
401A2
401A3
402A1
402A2
402A3
402A4
403A
404A1
404A2
404A3
404A4
501A1
502A
504A
01A1
02A1
02)1
02)2
02)3
10A
10%
29.5
45.12
402A1
2 'E4 CIT< 5E9ISIONS -3'2020415
1
2
2
2
STATIONS 100 800
10[ 9E5TICAL E;A*E5ATION
PROFILE VIEW OF MIXED UTILITY ALIGNMENT B
4840
4850
480
4840
4850
480
100 200 300 400 500 00 700 800
100 200 300 400 500 00 700 800
0.000.240.000.000.000.000.00
1.140.0.0.
SS0H8
STA 444.52
O)) 53.00
5I0 485.50
IN9 IN 484.05 (S)
IN9 IN 484.05 (N)
IN9 O8T 4845.95 (E)
278.33
O) 8 SE:E5 3I3E 39C AST0 '303
4
S
'
5
3
5
#
0
.
4
0
SS0H7
STA 722.84
O)) 53.00
5I0 4855.87
IN9 IN 4844.84 (:)
IN9 IN 4844.84 (S)
IN9 IN 4844.84 (N)
IN9 O8T 4844.74 (E)
18.1
O) 8 SE:E5 3I3E 39C AST0 '3034 S'5 35 # 0.40;SS0H2
STA 777.5
O)) 53.00
5I0 4855.4
IN9 IN 4844.52 (:)
IN9 O8T 4844.42 (S)
S'C%7
STA 338.01
O)) L78.1
5I0 4853.33
S803 4845.08
IN9 O8T 4847.08 (N)
S'C%
STA 20.01
O)) L78.45
5I0 4853.48
S803 4845.23
IN9 O8T 4847.23 (N)
)H8
STA 24.52
O)) 54.00
)LAN*E 485.31
8 EL%O:
8 TEE
8 9AL9E
10 TEE
10 9AL9E
12 TEE
12[10 TEE
10 :ATE5 3I3E 'I3 CLASS 50
A
:
:
A
C
1
5
1
8 :ATE5 3I3E 'I3 CLASS 50 A::A C151
12 :ATE5 3I3E 'I3 CLASS 50 A::A C151
8 9AL9E
:
)
:
)
:
SS0H7
SS0H8
S'C%7S'C%
100 200 300 400 500 00 700 800
8 S:5
8
S
:
5
8
S
:
5
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
17 OF 29
C-6.3UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN & PROFILE FOR MIXED UTILITY
ALIGNMENT B
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
0
SCALE 1
30
0
30
)H8
)H9
;S
S
0
H
2
I*4
I*5
:SA
)SA
:S7A
)S7A
8 :T5
8
:
T
5
10 :T5
10
:
T
5
10
:
T
5
3
4.07 AC.
4
2.57 AC.
5
1.82 AC.
6
1.31 AC.7
1.37 AC.
10
2.15 AC.
E; 12 :T5
E; 8 S:5
ACCESS 3
%
%
%
%
401A1
401A2
402A1
402A2
4
0
1
A
2
4
0
1
A
3
402A2
402A3
403A404A1
404A1 501A1
5
0
1
A
1
5
0
1
A
1
502A
02)202)2
10%
10%
35O3OSE'
S85)ACE
E;ISTIN*
S85)ACE 0IN. 5
CO9E5
404A2404A2
M
I
K
A
N
D
R
I
V
E
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
35O9I'E TH58ST %LOC.IN* AS 3E5 IS3:C 'ETAIL S'403.
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
CONNECT TO E;ISTIN* 8TILIT< LINE
)I5E SE59ICE ST8%S SHALL %E 35ESS85E TESTE' TO 200 3SI :ITNESSE' %< THE )I5E CHIE). A %LIN' )LAN*E SHALL %E 3LACE'
AT THE EN' O) EACH SE59ICE )O5 )8T85E %8IL'IN* CONNECTION.
'E)LECT :ATE5LINE AS NEE'E' TH5O8*H THIS A5EA.
A
%
C
'
E
A
A
A
A
A
C
C
''
E
12
:
T
5
401A3
402A4
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
8INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
10INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
12INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
8INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
10INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
12INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL )I5E H<'5ANT ASSE0%L<SEE 3LAN )O5 H<'5ANT LEN*THS. SEE IS3:C 'ETAILS
S'404
2INSTALL SIN*LE :ATE5 SE59ICE SEE CR5 'ETAILS 1
INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
10INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL AST0' 3034 S'535 SANITA5< SE:E5 LINE SEE IS3:C 'ETAIL S'407 CR5 'ETAIL 8
48INSTALL SANITA5< SE:E5 0ANHOLE SEE IS3:C 'ETAILS S'501A S'507 S'508 S'507A
4INSTALL SANITA5< SE:E5 SE59ICE SEE IS3:C 'ETAILS S'30 S'511 S'511A S'512
12INSTALL 5C3 CLASS III AST0 C7SEE CR5 'ETAIL 8
48INSTALL STO50 '5AIN 0ANHOLE SEE IS3:C S'11 S'1 S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN (T<3E 1) *5ATE )O5 INSTALLATION ALON* C85% *8TTE5S. ENS85E
0IN. O) 12 S803 'E3TH. SEE IS3:C S'01 S'10A
2
[2
INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 30
:ITH 12 SNO8T CONNECTIONS
30[30INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 31
:ITH 12 SNO8T CONNECTIONS
INSTALL SC740 IN)ILT5ATO5 CHA0%E5S
SEE CR5 'ETAIL 18 A'S SC740 STAN'A5' 'ETAIL.
INCL8'ES ALL INCI'ENTALS (STONE EN' CA3S HEA'E5S
)A%5IC ETC.) TO INSTALL AS 'E3ICTE' ON THESE 3LANS
INSTALL 0C3500 IN)ILT5ATO5 CHA0%E5S
SEE A'S 0C3500 STAN'A5' 'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN' CA3S HEA'E5S )A%5IC ETC.)
TO INSTALL AS 'E3ICTE' ON THESE 3LANS
401A1
401A2
401A3
402A1
402A2
402A3
402A4
403A
404A1
404A2
404A3
404A4
501A1
502A
504A
01A1
02A1
02)1
02)2
02)3
10A
10%
1 'E4 CIT< 5E9ISIONS -3'2020415
1
1
1
402A4
402A11
4
0
1
A
1
8
:
T
5
STATIONS 100 825
10[ 9E5TICAL E;A*E5ATION
PROFILE VIEW OF MIXED UTILITY ALIGNMENT C
4840
4850
480
4840
4850
480
100 200 300 400 500 00 700 800 825
100 200 300 400 500 00 700 800 825
SS0H10
STA 30.42
O)) L.00
5I0 4855.81
IN9 IN 484.55 (:)
IN9 O8T 484.45 (N)
99.00
O) 8 SE:E5 3I3E 39C AST0 '3034 S'5 35 # 0.40
SS0H8
STA 405.42
O)) L.00
5I0 485.50
IN9 IN 484.05 (S)
IN9 IN 484.05 (N)
IN9 O8T 4845.95 (E)
378.78
O) 8 SE:E5 3I3E 39C AST0 '3034 S
'
5
3
5
#
0
.
4
0
SS0H9
STA 784.21
O)) L.00
5I0 4855.57
IN9 IN 4847.7 (E)
IN9 O8T 4847.57 (S)
)H
STA 325.92
O)) L23.50
)LAN*E 485.22
)H5
STA 04.52
O)) L23.50
)LAN*E 485.18
8 EL%O:
8[ TEE
8 9AL9E
10 TEE
10[8 TEE
10 9AL9E 10[ TEE 10 TEE 8 EL%O:
0.272.000.510.510.510.510.510.00.720.721.502.040.120.120.120.120.121.840.070.070.070.070.070.071.391.8
10 :ATE5 3I3E 'I3 CLASS 50 A::A C151 10 :ATE5 3I3E 'I3 CLASS 50 A::A C151
):
S
S
S'C%8
SS0H10
SS0H8
S'C%7
SS0H9
8
S
:
5
8 S:5 8 S:5
8
S
:
5
825100 200
300
400
500
00
700 800
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
18 OF 29
C-6.4UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN & PROFILE FOR MIXED UTILITY
ALIGNMENT C
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
0
SCALE 1
30
0
30
)H5
)H
I*5
I*
SS3C
:S3C
)S3C
SSA
10 :T58 :T5
10 :T5
8
:
T
5
3
4.07 AC.
4
2.57 AC.5
1.82 AC.
6
1.31 AC.
10
2.15 AC.
E; I55I*ATION 'ITCH
A
C
C
E
S
S
3
%
%%%
%
%
401A1 401A2402A1
402A1
402A2
402A2
402A1
402A2
403A 404A1
501A1501A1
502A
502A
5
0
1
A
1
504A
35O3OSE'
S85)ACE
E;ISTIN*
S85)ACE 0IN. 5
CO9E5
T
R
U
C
K
A
C
C
E
S
S
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
35O9I'E TH58ST %LOC.IN* AS 3E5 IS3:C 'ETAIL S'403.
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
NOT 8SE'
)I5E SE59ICE ST8%S SHALL %E 35ESS85E TESTE' TO 200 3SI :ITNESSE' %< THE )I5E CHIE). A %LIN' )LAN*E SHALL %E 3LACE'
AT THE EN' O) EACH SE59ICE )O5 )8T85E %8IL'IN* CONNECTION.
'E)LECT :ATE5LINE AS NEE'E' TH5O8*H THIS A5EA.
A
%
C
'
E
A AA
A
AA
A
'404A4
10
:
T
5
8
:
T
5
4
0
1
A
1
401A2
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
8INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
10INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
12INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
8INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
10INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
12INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL )I5E H<'5ANT ASSE0%L<SEE 3LAN )O5 H<'5ANT LEN*THS. SEE IS3:C 'ETAILS
S'404
2INSTALL SIN*LE :ATE5 SE59ICE SEE CR5 'ETAILS 1
INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
10INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL AST0' 3034 S'535 SANITA5< SE:E5 LINE SEE IS3:C 'ETAIL S'407 CR5 'ETAIL 8
48INSTALL SANITA5< SE:E5 0ANHOLE SEE IS3:C 'ETAILS S'501A S'507 S'508 S'507A
4INSTALL SANITA5< SE:E5 SE59ICE SEE IS3:C 'ETAILS S'30 S'511 S'511A S'512
12INSTALL 5C3 CLASS III AST0 C7SEE CR5 'ETAIL 8
48INSTALL STO50 '5AIN 0ANHOLE SEE IS3:C S'11 S'1 S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN (T<3E 1) *5ATE )O5 INSTALLATION ALON* C85% *8TTE5S. ENS85E
0IN. O) 12 S803 'E3TH. SEE IS3:C S'01 S'10A
2
[2
INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 30
:ITH 12 SNO8T CONNECTIONS
30[30INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 31
:ITH 12 SNO8T CONNECTIONS
INSTALL SC740 IN)ILT5ATO5 CHA0%E5S
SEE CR5 'ETAIL 18 A'S SC740 STAN'A5' 'ETAIL.
INCL8'ES ALL INCI'ENTALS (STONE EN' CA3S HEA'E5S
)A%5IC ETC.) TO INSTALL AS 'E3ICTE' ON THESE 3LANS
INSTALL 0C3500 IN)ILT5ATO5 CHA0%E5S
SEE A'S 0C3500 STAN'A5' 'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN' CA3S HEA'E5S )A%5IC ETC.)
TO INSTALL AS 'E3ICTE' ON THESE 3LANS
401A1
401A2
401A3
402A1
402A2
402A3
402A4
403A
404A1
404A2
404A3
404A4
501A1
502A
504A
01A1
02A1
02)1
02)2
02)3
10A
10%
29.5
29.5
8
S
:
5
1 'E4 CIT< 5E9ISIONS -3'2020415
1
1
STATIONS 100 700
10[ 9E5TICAL E;A*E5ATION
PROFILE VIEW OF MIXED UTILITY ALIGNMENT D
4840
4850
480
4840
4850
480
100 200 300 400 500 00 700
100 200 300 400 500 00 700
0.00.480.350.480.350.391.410.350.350.350.350.350.350.350.350.350.350.350.350.35
S'C%5
STA 155.21
O)) 54.58
5I0 4853.4
S803 4845.21
IN9 O8T 4847.21 (E)
SS0H4
STA 11.05
O)) 523.87
5I0 4853.91
IN9 IN 4845.35 (E)
IN9 O8T 4845.25 (S)
133.44
O) 8 SE:E5 3I3E 39C AST0 '3034 S
'
5
3
5
#
0
.
4
0
SS0H5
STA 294.49
O)) 523.88
5I0 4854.29
IN9 O8T 4845.88 (:)
SS0H9
STA 34.54
O)) 522.50
5I0 4855.57
IN9 IN 4847.7 (E)
IN9 O8T 4847.57 (S)
29.00
O) 8 SE:E5 3I3E 39C AST0 '3034 S'5 35 # 0.40
)H4
STA 325.4
O)) 53.18
)LAN*E 4854.70
8 EL%O:
8 EL%O:
8 EL%O:
8[ TEE
8 EL%O:
8 EL%O:
10 9AL9E
8 :ATE5 3I3E 'I3 CLASS 50 A::A C151
8 :ATE5 3I3E 'I3 CLASS 50 A::A C151
10 :ATE5 3I3E 'I3 CLASS 50 A::A C151
)))::
:
S
SS
SS0H9
SS0H5SS0H4
S'C%5
100 200 300 400 500 00 700
8 S:58 S:5
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
19 OF 29
C-6.5UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN & PROFILE FOR MIXED UTILITY
ALIGNMENT D
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
0
SCALE 1
30
0
30
)H4I*3
SS
3
A
:S
3
A
)S
3
A
SS
3
%
:S
3
%
)S
3
%
SS3C
:S3C
)S3C
8 :T5
8 :T5
10 :T5
2
1.15 AC.3
4.07 AC.
4
2.57 AC.
10
2.
1
5
A
C
.
%
%
%
401A1
401A1
403A
4
0
4
A
1
4
0
4
A
1
501A1 502A502A
02)2
10%
35O3OSE'
S85)ACE
E;ISTIN*
S85)ACE
0IN. 5
CO9E5
TRUCK ACCESS
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
35O9I'E TH58ST %LOC.IN* AS 3E5 IS3:C 'ETAIL S'403.
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
NOT 8SE'
)I5E SE59ICE ST8%S SHALL %E 35ESS85E TESTE' TO 200 3SI :ITNESSE' %< THE )I5E CHIE). A %LIN' )LAN*E SHALL %E 3LACE'
AT THE EN' O) EACH SE59ICE )O5 )8T85E %8IL'IN* CONNECTION.
'E)LECT :ATE5LINE AS NEE'E' TH5O8*H THIS A5EA.
A
%
C
'
E
A
A
A
A
A
A
'4
0
4
A
3
5
0
4
A
5
0
4
A
'4
0
4
A
2
402A4
402A1
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
8INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
10INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
12INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
8INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
10INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
12INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL )I5E H<'5ANT ASSE0%L<SEE 3LAN )O5 H<'5ANT LEN*THS. SEE IS3:C 'ETAILS
S'404
2INSTALL SIN*LE :ATE5 SE59ICE SEE CR5 'ETAILS 1
INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
10INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL AST0' 3034 S'535 SANITA5< SE:E5 LINE SEE IS3:C 'ETAIL S'407 CR5 'ETAIL 8
48INSTALL SANITA5< SE:E5 0ANHOLE SEE IS3:C 'ETAILS S'501A S'507 S'508 S'507A
4INSTALL SANITA5< SE:E5 SE59ICE SEE IS3:C 'ETAILS S'30 S'511 S'511A S'512
12INSTALL 5C3 CLASS III AST0 C7SEE CR5 'ETAIL 8
48INSTALL STO50 '5AIN 0ANHOLE SEE IS3:C S'11 S'1 S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN (T<3E 1) *5ATE )O5 INSTALLATION ALON* C85% *8TTE5S. ENS85E
0IN. O) 12 S803 'E3TH. SEE IS3:C S'01 S'10A
2
[2
INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 30
:ITH 12 SNO8T CONNECTIONS
30[30INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 31
:ITH 12 SNO8T CONNECTIONS
INSTALL SC740 IN)ILT5ATO5 CHA0%E5S
SEE CR5 'ETAIL 18 A'S SC740 STAN'A5' 'ETAIL.
INCL8'ES ALL INCI'ENTALS (STONE EN' CA3S HEA'E5S
)A%5IC ETC.) TO INSTALL AS 'E3ICTE' ON THESE 3LANS
INSTALL 0C3500 IN)ILT5ATO5 CHA0%E5S
SEE A'S 0C3500 STAN'A5' 'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN' CA3S HEA'E5S )A%5IC ETC.)
TO INSTALL AS 'E3ICTE' ON THESE 3LANS
401A1
401A2
401A3
402A1
402A2
402A3
402A4
403A
404A1
404A2
404A3
404A4
501A1
502A
504A
01A1
02A1
02)1
02)2
02)3
10A
10%1.1
1 'E4 CIT< 5E9ISIONS -3'2020415
1
%
1
1
STATIONS 100 875
10[ 9E5TICAL E;A*E5ATION
PROFILE VIEW OF MIXED UTILITY ALIGNMENT E
4835
4840
4850
480
4835
4840
4850
480
100 200 300 400 500 00 700 800 875
100 200 300 400 500 00 700 800 875
1.10
1.280.350.350.350.350.350.350.351.70
2.022.001.500.20.003.
1.001.001.001.001.00
2.30
S'C%1
STA 138.2
O)) L11.59
5I0 4853.47
S803 4845.22
IN9 O8T 4847.22 (E)
SS0H1
STA 10.75
O)) 5.00
5I0 4853.97
IN9 IN 4842.35 (N)
IN9 O8T 4842.25 (:)
114.8
O) 8 SE:E5 3I3E 39C AST0 '3034 S'5 35 # 0.40
SS0H2
STA 27.
O)) 53.92
5I0 4854.9
IN9 IN 4842.91 (NE)
IN9 O8T 4842.81 (S)
377.27
O) 8 SE:E5 3I3E 39C AST0 '3034 S
'
5
3
5
#
0
.
4
0
SS0H3
STA 53.21
O)) 58.02
5I0 4854.0
IN9 IN 4844.52 (N)
IN9 O8T 4844.42 (S:)
181.74
O) 8 SE:E5 3I3E 39C AST0 '3034 S
'
5
3
5
#
0
.
4
0
SS0H4
STA 833.00
O)) 5.00
5I0 4853.91
IN9 IN 4845.35 (E)
IN9 O8T 4845.25 (S)
S'C%5
STA 852.29
O)) 50.1
5I0 4853.4
S803 4845.21
IN9 O8T 4847.21 (E)
S'C%2
STA 481.97
O)) 523.80
5I0 4854.18
S803 4849.8
IN9 O8T 4850.8 (NE)
41.48
O) 12 STO50 '5AIN 3I3E 5C3 CLASS III AST0 C7
S'C%3
STA 523.43
O)) 525.17
5I0 4854.30
S803 4849.47
IN9 IN 4850.47 (S:)
IN9 O8T 4850.47 (NE)
53.
O) 12 STO50 '5AIN 3I3E 5C3 CLASS III AST0 C7
S'0H1
STA 577.0
O)) 52.94
5I0 4853.9
S803 484.48
IN9 IN 4848.48 (E)
IN9 IN 4850.20 (S:)
IN9 O8T 4848.48 (SE)
4.31
O) 12 STO50 '5AIN 3I3E 5C3 CLASS III AST0 C7S'C%4
STA 08.1
O)) 51.25
5I0 4852.20
S803 484.0
IN9 O8T 4848.0 (:)
)H2
STA 397.5
O)) L23.50
)LAN*E 4855.30
)H3
STA 97.00
O)) L23.50
)LAN*E 4855.87
8 TEE
8 9AL9E 8 EL%O:
8[ TEE
8 TEE
8 9AL9E
8 EL%O:
8[ TEE
8 EL%O:
8 EL%O:
8 :ATE5 3I3E 'I3 CLASS 50 A::A C151
8 :ATE5 3I3E 'I3 CLASS 50 A::A
C
1
5
1
:
:
:
:
S
S
S
S S S
S'C%1
SS0H1 SS0H2
SS0H4SS0H3
S'C%4
S'0H1
S'C%3
S'C%2
S'C%5
100 200
3
0
0
4
0
0
5
0
0
0
0
700 800 875
8
S
:
5
8 S:5
8
S
:
5
8 S:5
12
S
T
5
0
12
S
T
5
0
1
2
S
T
5
0
S'C%11
S'0H3
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
20 OF 29
C-6.6UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN & PROFILE FOR MIXED UTILITY
ALIGNMENT E
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
1 CIT< 5E9ISIONS -3' T5H 2020325
0
SCALE 1
30
0
30
)H2
)H3
I*2
I*3
:S8%
SS8%
SS1A
:S1A
:S2ASS2A
8 :T5
8
:
T
5
8 :T5 1
1.19 AC.
2
1.15 AC.
3
4.07 AC.
8
0.97 AC.
10
2.15 AC.
E;
I
5
5
I
*
A
T
I
O
N
'
I
T
C
H
%
%
%
%
401A
1
401A1
401A1
402A1
402A1
403A
404A1
404A1
404A1
403A
501A1
501A1
501
A
1
502A
502A502A
504A
504A
504A
01A1
01A1
0
1
A
1
02A1
02)1
02)1
02)2
10%
02)2
5
0
1
A
1
35O3OSE'
S85)ACE
E;ISTIN*
S85)ACE
0IN. 5
CO9E5
AC
C
E
S
S
1
TRUCK ACCESS
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
35O9I'E TH58ST %LOC.IN* AS 3E5 IS3:C 'ETAIL S'403.
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
'E)LECT :ATE5LINE AS NEE'E' TH5O8*H THIS A5EA.
A
%
C
A
A
A
A
A
A
AA
A
C
C
SS8A 504A
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
8INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
10INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
12INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
8INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
10INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
12INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL )I5E H<'5ANT ASSE0%L<SEE 3LAN )O5 H<'5ANT LEN*THS. SEE IS3:C 'ETAILS
S'404
2INSTALL SIN*LE :ATE5 SE59ICE SEE CR5 'ETAILS 1
INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
10INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL AST0' 3034 S'535 SANITA5< SE:E5 LINE SEE IS3:C 'ETAIL S'407 CR5 'ETAIL 8
48INSTALL SANITA5< SE:E5 0ANHOLE SEE IS3:C 'ETAILS S'501A S'507 S'508 S'507A
4INSTALL SANITA5< SE:E5 SE59ICE SEE IS3:C 'ETAILS S'30 S'511 S'511A S'512
12INSTALL 5C3 CLASS III AST0 C7SEE CR5 'ETAIL 8
48INSTALL STO50 '5AIN 0ANHOLE SEE IS3:C S'11 S'1 S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN (T<3E 1) *5ATE )O5 INSTALLATION ALON* C85% *8TTE5S. ENS85E
0IN. O) 12 S803 'E3TH. SEE IS3:C S'01 S'10A
2
[2
INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 30
:ITH 12 SNO8T CONNECTIONS
30[30INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 31
:ITH 12 SNO8T CONNECTIONS
INSTALL SC740 IN)ILT5ATO5 CHA0%E5S
SEE CR5 'ETAIL 18 A'S SC740 STAN'A5' 'ETAIL.
INCL8'ES ALL INCI'ENTALS (STONE EN' CA3S HEA'E5S
)A%5IC ETC.) TO INSTALL AS 'E3ICTE' ON THESE 3LANS
INSTALL 0C3500 IN)ILT5ATO5 CHA0%E5S
SEE A'S 0C3500 STAN'A5' 'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN' CA3S HEA'E5S )A%5IC ETC.)
TO INSTALL AS 'E3ICTE' ON THESE 3LANS
401A1
401A2
401A3
402A1
402A2
402A3
402A4
403A
404A1
404A2
404A3
404A4
501A1
502A
504A
01A1
02A1
02)1
02)2
02)3
10A
10%
17.5
17.5
2 'E4 CIT< 5E9ISIONS -3'2020415
1
1
1
1 1
SS8C 504A SS8'504A
1 1
1
1
STATIONS 100 375
10[ 9E5TICAL E;A*E5ATION
PROFILE VIEW OF MIXED UTILITY ALIGNMENT F
4840
4850
480
4840
4850
480
100 200 300 375
100 200 300 375
3.9
4
1.40.32
1.95
1.95
0.730.74
2.41
0.533.09
S'0H1
STA 149.5
O)) 59.74
5I0 4853.9
S803 484.48
IN9 IN 4848.48 (E)
IN9 IN 4850.20 (S:)
IN9 O8T 4848.48 (SE)4.31
O) 12 STO50 '5AIN 3I3E 5C3 CLASS III AST0 C7
S'C%4
STA 183.88
O)) L21.37
5I0 4852.20
S803 484.0
IN9 O8T 4848.0 (:)
)H9
STA 22.71
O)) L43.08
)LAN*E 4854.85
8 TEE
8 9AL9E 8[ TEE
8 EL%O:
8 :A T E 5 3 I 3 E 'I 3 C L A S S 5 0 A ::A C 15 1
8 :ATE5 3I3E
'
I
3
C
L
A
S
S
5
0
A
:
:
A
C
1
5
1
:
S
:
SS0H3
S'C%4
S'0H1
375100
200
300
12
S
T
5
0
12
S
T
5
0
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
21 OF 29
C-6.7UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN & PROFILE FOR MIXED UTILITY
ALIGNMENT F
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
0
SCALE 1
30
0
30
)H9
I*2
:S2A
SS2A
8 :T5
:
T
5
2
1.15 AC.
3
4.07 AC.
7
1.37 AC.
10
2.15 AC.
8 S:5
%
401A1
403A
35O3OSE'
S85)ACE
E;ISTIN*
S85)ACE
0IN. 5
CO9E5
ACCES
S
3
T
R
U
C
K
A
C
C
E
S
S
CONSTRUCTION NOTES
ITE0 'ESC5I3TION
35O9I'E TH58ST %LOC.IN* AS 3E5 IS3:C 'ETAIL S'403.
!ATTENTION! 8TILIT< C5OSSIN*. ENS85E 9E5TICAL SE3A5ATION IS ACHIE9E'
A
%
A
A
A
10.00
8 :T5
401A1
:S10A
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
8INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
10INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
12INSTALL CLASS 50 A::A C151 'I3 :ATE5LINE SEE IS3:C 'ETAIL S'403 407 AN' CR5 'ETAIL 8
8INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
10INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
12INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL :ATE5 9AL9E SEE IS3:C 'ETAILS S'40
INSTALL )I5E H<'5ANT ASSE0%L<SEE 3LAN )O5 H<'5ANT LEN*THS. SEE IS3:C 'ETAILS
S'404
2INSTALL SIN*LE :ATE5 SE59ICE SEE CR5 'ETAILS 1
INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
10INSTALL )I5E S8335ESSION SE59ICE :ITH %LIN' )LAN*E. SEE CR5 'ETAIL 1
8INSTALL AST0' 3034 S'535 SANITA5< SE:E5 LINE SEE IS3:C 'ETAIL S'407 CR5 'ETAIL 8
48INSTALL SANITA5< SE:E5 0ANHOLE SEE IS3:C 'ETAILS S'501A S'507 S'508 S'507A
4INSTALL SANITA5< SE:E5 SE59ICE SEE IS3:C 'ETAILS S'30 S'511 S'511A S'512
12INSTALL 5C3 CLASS III AST0 C7SEE CR5 'ETAIL 8
48INSTALL STO50 '5AIN 0ANHOLE SEE IS3:C S'11 S'1 S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN (T<3E 1) *5ATE )O5 INSTALLATION ALON* C85% *8TTE5S. ENS85E
0IN. O) 12 S803 'E3TH. SEE IS3:C S'01 S'10A
2
[2
INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 30
:ITH 12 SNO8T CONNECTIONS
30[30INSTALL STO50 '5AIN INLET *5ATE ENS85E 0IN. O) 24 S803 'E3TH. SEE .E 'ETAIL 31
:ITH 12 SNO8T CONNECTIONS
INSTALL SC740 IN)ILT5ATO5 CHA0%E5S
SEE CR5 'ETAIL 18 A'S SC740 STAN'A5' 'ETAIL.
INCL8'ES ALL INCI'ENTALS (STONE EN' CA3S HEA'E5S
)A%5IC ETC.) TO INSTALL AS 'E3ICTE' ON THESE 3LANS
INSTALL 0C3500 IN)ILT5ATO5 CHA0%E5S
SEE A'S 0C3500 STAN'A5' 'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN' CA3S HEA'E5S )A%5IC ETC.)
TO INSTALL AS 'E3ICTE' ON THESE 3LANS
401A1
401A2
401A3
402A1
402A2
402A3
402A4
403A
404A1
404A2
404A3
404A4
501A1
502A
504A
01A1
02A1
02)1
02)2
02)3
10A
10%
11.58
1 CIT< 5E9ISIONS -3' T5H 2020325
2 'E4 CIT< 5E9ISIONS -3'2020415
1
2
2
2
)H1
STA 300.77
O)) 550.00
)LAN*E 4855.40
STATIONS 200 1100
10[ 9E5TICAL E;A*E5ATION
PROFILE VIEW OF YELLOWSTONE HIGHWAY ALIGNMENT
4840
4850
480
4840
4850
480
200 300 400 500 00 700 800 900 1000 1100
200 300 400 500 00 700 800 900 1000 1100
0.01.750.250.250.250.140.140.030.170.170.100.180.180.390.510.510.310.310.030.030.110.110.111.330.170.490.070.070.440.040.00.04
S'C%10
STA 498.27
O)) 55.93
5I0 4854.33
S803 4849.84
IN9 O8T 4850.84 (SE)
S'C%11
STA 90.54
O)) 544.8
5I0 4854.94
S803 4850.44
IN9 O8T 4851.44 (SE)
S'0H2
STA 498.33
O)) 52.02
5I0 4854.37
S803 4848.84
IN9 IN 4850.84 (N:)
IN9 O8T 4850.84 (NE)
IN9 O8T 4850.84 (S:)
S'0H3
STA 90.0
O)) 550.00
5I0 4854.9
S803 4849.44
IN9 IN 4851.44 (N:)
IN9 O8T 4851.44 (NE)
200 300 400 500 00 700 800 900 1000 1100 1200
S'C%11
S'C%10
S'0H2
S'0H3
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
22 OF 29
C-6.8UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PLAN & PROFILE FOR YELLOWSTONE
HIGHWAY ALIGNMENT
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
YELLOWSTONE HIGHWAY
1
1.19 AC.
2
1.15 AC.
A
C
C
E
S
S
1
0
SCALE 1
0
120
0
10
2.15 AC.
02)1
02)1
E;ISTIN*
CENTE5LINE
E; 12 :T5
35O3OSE'
LI3 O) C85%
E;ISTIN*
LI3 O) C85%
E;ISTIN*
LI3 O) C85%
I*8 10A
I*8 10A
0.400.35
0.35
CONSTRUCTION ITEMS
ITE0 SI=E 'ESC5I3TION CO00ENTS
5ELOCATION O) E;ISTIN* )I5E H<'5ANT 5ETAIN )O5 5EINSTALLATION AS SHO:N ON THE 3LANS
48INSTALL STO50 '5AIN 0ANHOLE SEE IS3:C S'11 S'1 S'17 S'18
INSTALL STO50 '5AIN CATCH %ASIN (T<3E 1) *5ATE )O5 INSTALLATION ALON* C85% *8TTE5S. ENS85E 0IN. O) 12
S803 'E3TH. SEE IS3:C S'01 S'10A
INSTALL SC740 IN)ILT5ATO5 *ALLE5<
SEE CR5 'ETAIL 18 A'S SC740 STAN'A5' 'ETAIL. INCL8'ES ALL
INCI'ENTALS (STONE EN' CA3S HEA'E5S )A%5IC ETC.) TO
INSTALL AS 'E3ICTE' ON THESE 3LANS
201)1
02A1
02)1
10A
)H1
201)1 02A1
02A1
1.8
TIE INTO E;ISTIN*
H<'5ANT LINE
1 'E4 CIT< 5E9ISIONS -3'2020415
1
1
0
SCALE 1
50
100
50
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
24 OF 29
C-7.2UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
LANDSCAPE PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
LEGEND & SCHEDULE
S<0%OL HATCH 'ESC5I3TION 48ANTIT<
STELLA 'E O5O ':A5)
'A<LIL< 230 3LANTIN*S
0O3S 08*O 3INE 237 3LANTIN*S
35INCESS .A< 3L80 21 3LANTIN*S
3A55OTIA 3E5SIAN 57 3LANTIN*S
4 I55I*ATION SLEE9E 1275 IW.
NATI9E 5E9E*ETATION
A5EAS 0.19 DF.
SO''E' A5EAS 0.17 DF.
*5A9EL O5 %A5.E'
A5EAS 0.92 DF.
5ETENTION 3ON' 0.05 DF.
SHEET NOTES
1.LAN'SCA3E A5EAS :ITHIN 38%LIC 5I*HTO):A< SHALL CON)O50 :ITH CIT<
O) 5E;%85* LAN'SCA3E 5E48I5E0ENTS.
2.:ITHIN THE 'E9ELO30ENT ONE (1) T5EE CAN %E S:A33E' )O5 )I9E (5)
SH58%S AN' 9ICE 9E5SA )O5 5EASONS S8CH AS 0AINTAININ* A CLEA5 SI*HT
T5IAN*LE AN' )O5 5OOT CONCE5NS A%O9E O5 NEA5%< 8N'E5*5O8N'
8TILITIES.
3.THIS 3LAN IS A HI*H LE9EL 3LAN )O5 THE 'E9ELO30ENT. A 3A' S3ECI)IC
LAN'SCA3E 3LAN :ILL %E S8%0ITTE' AS 3A5T O) THE %8IL'IN* 3E50IT
35OCESS. THESE 3LANS SHO8L' CON)O50 5O8*HL< TO THE IN)O50ATION
ON THIS 3LAN.
4.:ITHIN THE 'E9ELO30ENT THE5E 0A< %E A5EAS THAT SHO: 3LANTIN*S %8T
8N'E5*5O8N' IN)5AST58CT85E 35OHI%ITS THE0. IN THIS CASE THE LOST
3LANTIN*S SHO8L' %E 5ELOCATE' TO ANOTHE5 NEA5%< A5EA TO THE %EST
E;TENT 3OSSI%LE.
5.)O5 NATI9E 5E9E*ETATION A5EAS %5OA'CAST NATI9E '5O8*HT 5ESISTANT
SEE' :ITH 08LCH AN'O5 NETTIN* AS 5E48I5E' TO STA%ILI=E THE S85)ACE.
1
1.19 AC.
2
1.15 AC.
3
4.07 AC.
4
2.57 AC.
5
1.82 AC.
6
1.31 AC.
7
1.37 AC.
8
0.97 AC.
9
0.14 AC.
10
2.15 AC.
PLANTING GROUPS
A.ONE (1) T5EE )I9E (5) SH58%S )O5 E9E5< 30 LINEA5 )EET O) 3LANTE5 ST5I3.
%.ONE (1) T5EE
C.)I9E (5) SH58%S
'.)O85 (4) SH58%S
E.ONE (1) T5EE )I9E (5) SH58%S
).)I9E (5) SH58%S )O5 E9E5< 30 LINEA5 )EET O) 3LANTE5 ST5I3 ALON* THE
5O8N'A%O8T. THIS IS TO .EE3 A CLEAN LINE O) SI*HT %8T TO ALSO HEL3
5E'8CE THE LI.ELIHOO' O) E55ANT 3E'EST5IAN T5A))IC
*.T:O (2) T5EES )I9E (5) SH58%S
H.THESE A5EAS A5E LI.EL< TO HA9E S3ECI)IC 5EC5EATIONAL A5EAS 'ESI*NE'
AN' %8ILT IN THIS A5EA. I) NOT THIS A5EA :ILL HA9E AT LEAST THE N80%E5
O) T5EES SHO:N.
A
A
A
A
%%%
%%
%
%
%
%
%
E
%
%
%
%
%
%
C
C
C
C
C
''
%
%
C
'
E
E
'
)
)
)
)
*
E
H
H
H
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
T
A
M
A
N
A
D
R
I
V
E
M
I
K
A
N
D
R
I
V
E
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
TRUCK ACCESS
LANDSCAPE AREA BREAKDOWN
LOT LOT SI=E
(S.).)
5E4. 10
LAN'SCA3E (S.).)
ACT8AL
LAN'SCA3E (S.).)ACT8AL
3 177238 17724 12428 7.0
5850 585 943 12.2
7 59812 5981 11050 18.5
8 42200 4220 12808 30.4
9 092 09 1791 29.4
10 9342 934 0 0.0
TOTAL 435834 43583 45021 10.3
NOTE LOTS 1 2 4 5 A5E NOT INCL8'IN* IN THE A%O9E TA%LE AN' :ILL S8%0IT
THEI5 O:N LAN'SCA3E 3LAN AT THE %8IL'IN* 3E50IT 3HASE
0O3S 08*O 3INESTELLA 'E O5O ':A5) 'A<LIL<
35INCESS .A< 3L80 3A55OTIA 3E5SIAN
1 'E4 CIT< 5E9ISIONS -3'2020415
1
1
1
1
(S)(S)(S)(S)(S)(S)(S)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
(S
)
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
23 OF 29
C-7.1UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PROJECT SIGNAGE &
STRIPING PLAN
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
SIGN LEGEND
SI*N 'ESC5I3TION
T5A))IC )LO: A55O:S
<IEL'
C5OSS:AL. :A5NIN*
5O8N'A%O8T AHEA'
:A5NIN*
5OA' NA0E
NOT 8SE'
ISLAN' :A5NIN*
STO3 SI*N
1
2
3
4
5
7
8
STRIPING LEGEND
LINET<3E S<0%OL 'ESC5I3TION
4 :HITE
4 <ELLO:
4 :HITE %5O.EN :HITE
4 CO0%INATION SOLI' AN'
%5O.EN <ELLO:
12 5O8N'A%O8T ENT5<
0A5.IN* 2
3
%5O.EN :HITE
24 :HITE C5OSS:AL. (5
AN'
10
:I'THS A5E T<3ICAL)
24 :HITE STO3 %A5 (15
:I'E)
:HITE C5OSS:AL. LINE
A
%
C
'
E
)
*
H
YIELD
17
*A38
8
2
3
*A32
Road Name
1
1.19 AC.
0
SCALE 1
0
120
0
2
1.15 AC.
3
4.07 AC.
4
2.57 AC.
5
1.82 AC.
6
1.31 AC.
7
1.37 AC.
8
0.97 AC.
10
2.15 AC.
YE
L
L
O
W
S
T
O
N
E
H
I
G
H
W
A
Y
T
A
M
A
N
A
D
R
I
V
E
M
I
K
A
N
D
R
I
V
E
ACCESS 3
A
C
C
E
S
S
1
A
C
C
E
S
S
2
'ENTAL O))ICE
TRUCK ACCESS
3A' 3
3A' 4 3A' 5
3A'
3A' 7
3A' 83A' 9
3A' 10
3A' 11
3A' 12
13213222
187
7
8
17
30
30
54
32
13
8 10
20
17
1
2
T<3
2
T<3
2
T<3
2
T<3
2
T<3
2
T<3
2
12
14
2
20
2
2
2
35
42.9
2
2
29.38
2
1
PARKING COUNTS LEGEND
NA0E *)A
3A5.IN*
5E48I5E'ACT8AL
LOT 3 3A' 3 7500 30
100
LOT 3 3A' 4 3500 14
LOT 3 3A' 5 5000 20
LOT 3 3A' 5000 20
LOT 3 3A' 7 25000 100
LOT 3A' 8 000 45 85
LOT 7 3A' 9 000 45
53
LOT 7 3A' 10 225 32
LOT 8 3A' 11 8700 35
48
LOT 8 3A' 12 2700 27
TOTAL 72025 3385
7
SHEET NOTES
1.T<3ICAL 3A5.IN* STALLS A5E 10
[20
2.HAN'ICA3 STALLS A5E NOT SHO:N
LEGEND
S<0%OL HATCH 'ESC5I3TION
3A5.IN* S3ACE CO8NT
12
:I'E 0AIN 3E'EST5IAN 3ATH
5
:I'E SECON'A5< 3E'EST5IAN
3ATH
;
7
7
1
1
2
2
2
3
3
4
4
4
8
8
8
8
7
5
5
A
A
A
A
A
%
%%
A
%%
%%%
%
%
%
%
%
%
%
%
%
%%
%
5
'
'
17
*A38
8
C
C
C
C
A
)
)
)
)
)
)
)
)
))
)
)
)
*
*
*
*
%
)
)
%
3
3
3
3
E
E
E
%
%
A A %
%%
A
'
1 'E4 CIT< 5E9ISIONS -3'2020415
1
.E<:A<
)ILL
S
L
O
3
E
C
8
T
S
L
O
3
E
5E0O
9
E
8
N
S
8
I
T
A
%
L
E
0
A
T
E
5
I
A
L
10
T<3.
10
0A;.
2
T<3.
2
0IN.
10
TO3 O) SLO3E
NAT85AL
*5O8N'
CO03ETENT EA5TH
TOE O) SLO3E
NAT85AL *5O8N'
NOT TO SCALE
TYPICAL SLOPE DESIGN DETAIL
208
A
NOTES
ITE0 NOTES
*5A'E ALI*N0ENT TO %E ESTA%LISHE' O5 A335O9E' %< THE EN*INEE5 AN' THE 38%LIC A*ENC< HA9IN* -85IS'ICTION.
%ASE 4 CO03ACTE' 'E3TH O) 34 0IN8S C58SHE' A**5E*ATE %ASE 0ATE5IAL 3LACE AS S3ECI)IE' 3AI' 8N'E5
SECTION802 IS3:C CO03ACTE' TO E;CEE' 95 O) STAN'A5' 35OCTO5.
12 35E)O50E' E;3ANSION -OINT 0ATE5IAL (AASHTO 0 213) AT TE50INAL 3OINTS O) 5A'II.
CONTIN8O8S 3LACE0ENT 35E)E55E' SCO5E INTE59ALS AT 10
0A;I080 S3ACIN* (O5 CONSISTENT :ITH 2; SI'E:AL.
:I'TH )O5 SCO5E S3ACIN*)
0ATE5IALS AN' CONST58CTION IN CO03LIANCE :ITH IS3:C S3ECI)ICATIONS.
%AC.)ILL AS 3E5 SECTION70.
SEC85E 5I*HTO):A< 3E50IT %E)O5E %E*INNIN* CONST58CTION IN 38%LIC 5I*HTO):A<.
THIS 'ETAIL 0O'I)IES IS3:C STAN'A5' 'ETAIL S'701 CHAN*IN* IT )5O0 A STAN'A5' CATCH C85% TO S3ILL
A
%
C
'
E
)
*
H
NOT TO SCALE
6" VERTICAL CURB & GUTTER (SPILL VARIANT)
701
A
2
0
1
0
1.11
1
34
5 3 12
5 1
5 12
5 12
4A**5E*ATE 0ATE5IAL
PERSPECTIVE VIEW
FENCE SECTIONS
JOINING TWO ADJACENT SILT
TOP VIEW
CROSS SECTION
)ENCE 3OST '5I9EN A
0IN. O) 1 INTO
THE *5O8N'
E0%E' *EOTE;TILE CLASS )
A 0IN. O) 8 9E5TICALL<
INTO THE *5O8N'
)ENCE 3OST SECTION
0IN. O) 20 A%O9E
*5O8N'
8 0IN. 'E3TH
IN *5O8N'
1 0IN. HEI*HT O)
*EOTE;TILE CLASS )
10
0A;. CENTE5 TO CENTE5
3OSTS
STA3LE
STA3LE
:5A3 )A%5IC A5O8N'
-OINTS T:ICE )ILTE5
CLOTH
3 0IN. )ENCE
3OST LEN*TH
3 0IN. LEN*TH )ENCE 3OST
'5I9EN A 0IN. O) 1 INTO
*5O8N'
NOT TO SCALE
TYPICAL SILT FENCE DETAIL
1003
A
C5OSS SECTION
NOT TO SCALE
SLO3E12 0IN.
EA5THEN 5I'*E
24
NOT TO SCALE
TEMPORARY SWALE/DIVERSION DITCH
1004
1
'I
5
T
<
:
A
T
E
5
'I5T<
:
A
T
E
5
CLEAN :ATE5
COCON8T 0AT O5 OTHE5
A335O9E' 0ETHO'
CATCH %ASIN
*5ATE
*5A9EL %A*S
NOT TO SCALE
TEMPORARY EROSION CONTROL INLET & BASIN PROTECTION
1006
A
S
L
O
3
E
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
S
L
O
3
E
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
8N'
I
S
T
8
5
%
E
'
A
5
E
A
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
LAN'CA'' 1987
T5EA' *5OO9ES O) T5AC.
3E53EN'IC8LA5 TO
SLO3E 'I5ECTION
'O=E5 T5EA'S C5EATE
*5OO9ES 3E53EN'IC8LA5
TO SLO3E 'I5ECTION
'I9E5SION
NOT TO SCALE
SLOPE SURFACE ROUGHENING
1011
A
24 0IN.
4
13 1
2
11 1
2
24 0IN.
4
23 1
2
3OST N3'ES 3E50IT
4 [ 4 3OST
4 [ 4 3OST
CO03ACTE'
%AC. )ILL
A5O8N' 3OST
35ESS85E T5EATE' 2 [
234
%OLTS
NOT TO SCALE
TEMPORARY MAILBOX DETAIL
1008
A
A A
CONC5ETE :ASHO8T
SI*N 'ETAIL
(O5 E48I9ALENT)
2 )EET 'EE3 0INI080
NAT85AL *5O8N'
CONC5ETE
:ASHO8T
8
0IN.
8
0IN.
2
0IN.
%E50 A5O8N' 3E5I0ETE5
12 :I'E 0INI080
10 PLO 3LASTIC LININ*
LATH AN' )LA**IN* ON 3 SI'ES
%E50
LATH AN' )LA**IN*
ON 3 SI'ES
%E50 A5O8N' 3E5I0ETE5
12 :I'E 0INI080
10 PLO 3LASTIC LININ*
NOT TO SCALE
CONCRETE WASH STATION
1009
A
12 0IN. CO03ACTE'
)5ACT85E' STONE
E;ISTIN* 3A9E'
5OA':A<
5OA':A< 8N'E5
CONST58CTION
SHO8L'E5 TO
SHO8L'E5 :I'TH
100
0IN. E;CE3T 50
0IN )O5
35O-ECT SITES O) LESS THAN 1 AC5E %E50 A5O8N' 3E5I0ETE5
12 :I'E 0INI080
*EOTE;TILE
)ILTE5 )A%5IC
12 0IN O) 1 STONE
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE
1001
A
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
25 OF 29
D-1.1UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PROJECT DETAIL SHEET
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
NOT TO SCALE
ROAD PAVEMENT SECTION DETAIL
A
801
'E3TH C58SHE' 34 0IN8S
A**5E*ATE LE9ELIN* CO85SE
CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
3 CLASS II 3LANT 0I; 3A9E0ENT 3*
5828 34 0I; 'ESI*N
'E3TH 2 0IN8S 3IT 58N O5 SELECT
)ILL CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
S8%*5A'E EA5TH O5 SELECT )ILL
CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
NON:O9EN *EOTE;TILE )A%5IC (AS
5E48I5E' %< CIT< 'ESI*N STAN'A5'S)
34 0IN8S *5A'ATION
A**5E*ATE LE9ELIN* CO85SE
SIE9E
1
34
4
8
200
3ASSIN*
100
90100
405
3050
39
2 0IN8S *5A'ATION
A**5E*ATE S8%%ASE
SIE9E
2
1
4
30
200
3ASSIN*
90100
5583
300
1025
08
CLASS II 3LANT 0I; TH5EE SE3A5ATE
STOC.3ILES T:O COA5SE AN' ONE
)INE (34 NO0INAL 0A;I080 SI=E)
'E3TH C58SHE' 34 0IN8S
A**5E*ATE LE9ELIN* CO85SE
CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
4 CLASS II 3LANT 0I; 3A9E0ENT 3*
5828 34 0I; 'ESI*N
12 'E3TH 2 0IN8S 3IT 58N O5 SELECT
)ILL CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
S8%*5A'E EA5TH O5 SELECT )ILL
CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
NON:O9EN *EOTE;TILE )A%5IC (AS
5E48I5E' %< CIT< 'ESI*N STAN'A5'S)
'E3TH C58SHE' 34 0IN8S
A**5E*ATE LE9ELIN* CO85SE
CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
4 CLASS II 3LANT 0I; 3A9E0ENT 3*
5828 34 0I; 'ESI*N
20 'E3TH 2 0IN8S 3IT 58N CO03ACTE'
TO 95 STAN'A5' 35OCTO5 'ENSIT<
S8%*5A'E EA5TH CO03ACTE' TO
95 STAN'A5' 35OCTO5 'ENSIT<
NON:O9EN *EOTE;TILE )A%5IC (AS
5E48I5E' %< CIT< 'ESI*N STAN'A5'S)
15" LIGHT TRAFFIC SECTION 22" HEAVY TRAFFIC SECTION 30" YELLOWSTONE HIGHWAY SECTION
NOT TO SCALE
TYPICAL 2'x2' AREA INLET DETAIL
A
630
NOT TO SCALE
TYPICAL 30"x30" AREA INLET DETAIL
A
631
3. ALL E;TE5NAL E'*ES NOT LA%LE' SHALL %E
T5O:ELLE' :ITH 14 5A'I8S E'*E5.
2. TO3 S85)ACE TO %E %5OO0 )INISHE'.
1. C85% INLET SHALL %E CONST58CTE' IN
ACCO5'ANCE :ITH A.S.T.0. C 478 (A.A.S.H.T.O. 0
199) A.S.T.0. C 890 8NLESS OTHE5:ISE SHO:N
ON 3LANS O5 NOTE' IN THE 35O-ECT S3ECIAL
*ENE5AL NOTES
35O9ISIONS.
S3ECIAL SI'E:AL. INLET
*8TTE5 )LO: LINE
T<3ICAL TO3 %OTTO0
4 5E%A5 # 10 OC EACH :A<
CONST58CTION -OINT
12 35E 0OL'E' -OINT )ILLE5
2
%OTTO0 O) C85%
*8TTE5 'E35ESSION 'ETAIL
%AC. O) SI'E:AL.
SECTION AA
2
3 1
112
4
10
4
34
4
7
2
5
SECTION CC
O8TLET S:ALE *5A'IN* 'ETAIL
2
1
3
3
1 5A'I8S
1
3
4
3
2
1
4
4
5
4
5
3
10
4
8
4
0
SLO3E 14 )T.
4
85
5E%A5 3LACE0ENT
SECTION %%
SLO3E 14 )T.
8
5
3
T<3ICAL %OTH SI'ES
SEE SECTION %%
4
13
7
5
4
SI'E:AL.C
%
4
8
A
SI'E:AL.C
%
A
*8TTE5 )LO: LINE
)ACE O) C85%
LI3 O) C85%
12 35E 0OL'E' -OINT )ILLE5
CONST58CTION -OINT 'ETAIL
1
1
1
1
1010
NOT TO SCALE
TYPICAL SIDEWALK SCUPPER DETAIL
1
715
'E3TH C58SHE' 34 0IN8S
A**5E*ATE LE9ELIN* CO85SE
CO03ACTE' TO 95 STAN'A5'
35OCTO5 'ENSIT<
212 CLASS II 3LANT 0I; 3A9E0ENT
3* 5828 12 0I; 'ESI*N
S8%*5A'E EA5TH CO03ACTE' TO
95 STAN'A5' 35OCTO5 'ENSIT<
8.5" PEDESTRIAN PATH
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
26 OF 29
D-1.2UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PROJECT DETAIL SHEET
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
27 OF 29
D-1.3UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PROJECT DETAIL SHEET
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
SEE TA%LE ON SHEET
C3.1 )O5 STONE
THIC.NESS
SEE TA%LE ON SHEET
C3.1 )O5 STONE
THIC.NESS
12 S3ACIN* 8SE' ON THIS 35O-ECT
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
28 OF 29
D-1.4UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PROJECT DETAIL SHEET
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
SHEET INFORMATION
5E9 'ESC5I3TION %<'ATE
SHEET REVISIONS
'5A)TE5 -3' T5H 'ESI*NE5 -3'5E9IE:E5 TL.
35O-ECT 2025011 C5EATE' 0A5CH 2023LOTTE' 2020415
ENGINEERING PAGE
29 OF 29
D-1.5UNIVERSITY TOWNE CENTER
TC REXBURG INVESTMENTS LLC
REXBURG, IDAHO
PROJECT INFORMATION SHEET IDENTIFICATION SHEET #
PROJECT DETAIL SHEET
R
E
E
N
IGNELANOISSEFORP
TSIGER
S
T
A
T
E I DA
H O
D
E
RE
14952
T
Y
SON L . K N U D S E NOF
415202
SEE TA%LE ON SHEET
C3.1 )O5 STONE
THIC.NESS