HomeMy WebLinkAboutINFRASTRUCTURE, LANDSCAPE & PLAT Rev. (3) 4.13.22 - 21-00958 - Yellowstone Resort (Rexburg 32) - RPRXBCA0014217 - Plat-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Cole Hibbard Cole.Hibbard@rexburg.org 208-372-2154
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Keith Davidson Keith.Davidson@rexburg.org 208-372-2320
Description : Yellowstone Resort (Rexburg 32) - RPRXBCA0014217 - Plat
Address : RPRXBCA0014217
Application Type :
Document Filename : INFRASTRUCTURE, LANDSCAPE & PLAT Rev. (3) 4.13.22 - 21-00958 - Yellowstone Resort (Rexburg 32) - RPRXBCA0014217 - Plat.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
PLAT PG1 of 1 Callout Cole Hibbard : GIS Open 1 Distance?
PLAT PG1 of 1 Callout Cole Hibbard : GIS Open 1 check boundary description these two calls dont match
PLAT PG2 of 2 Callout Cole Hibbard : GIS Open 2 Does not match Drawing. Which one is wrong?
# 21-00958
Plat
Report Date: 04.19.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
PLAT PG2 of 2 Comment Keith Davidson : PW Open 2 The Irrigation Certificate needs to say:
All statutory requirements of Idaho Code have been met,
including 31-3805. The lots on this plat will not receive any
irrigation water rights or shares in an irrigation company,
other than have been agreed to in writing between developer
and Irrigation District.
It also needs a signature line for the irrigation district to sign
off on.
C.8.0 DETAILS &
ADA RAMPS
Callout Joel Gray : PW Open 28 Detail does not match City Standards.
Report Date: 04.19.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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0.009 AC
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L4
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34 35
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WEST 2000 SOUTH
N0
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N89°57'12"E
814.06'
NW COR. SEC. 1
FOUND ALUMINUM CAP
CP&F INSTR. NO. 395361
S 1/4 COR. SEC.35
FOUND 2 INCH ALUMINUM CAP
STAMPED PE-LS 3435
CP&F INST. NO. 392505
GOVERNMENT LOT 1
TOWNSHIP 5 NORTH,
RANGE 39 EAST, B.M.
SE COR. SEC.35
FOUND BRASS CAP
IN SURVEY VAULT
CP&F INST. NO. 392506
W 1/4 COR. SEC. 1
FOUND ALUMINUM CAP
CP&F INSTR. NO. 435484
4
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S89°54'58"W 1746.39'
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I.T.D. BRASS CAP IN
CONCRETE MONUMENTRECORD OF SURVEY
RAINBOW LAKES RV
INSTR. NO. 376286
C3
NOT A PART
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
Length
20.00'
20.00'
20.00'
20.00'
12.87'
30.00'
100.41'
Direction
N89°56'16"E
S0°03'44"E
S89°56'16"W
N0°03'44"W
S89°54'58"W
N89°54'09"W
S5°48'57"W
Curve Table
Curve #
C3
C1
C2
Length
93.69'
183.13'
246.46'
Radius
676.20'
676.20'
900.00'
Delta
7°56'19"
15°31'00"
15°41'25"
Chord Direction
N19°26'36"E
S7°42'57"W
N7°48'09"E
Chord Length
93.62'
182.57'
245.69'
YELLOWSTONE RESORT
AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
A PORTION OF GOVERNMENT LOTS 3 AND 4 SECTION 1 T. 5 N., R. 39 E., B.M.
-2022-
H O R R O C
K
S
E
N
G I N E E R SN
0 100' 200'
SCALE: 1" = 100'
SUBDIVISION BOUNDARY LINE
LOT LINE
PUBLIC UTILITIES EASEMENT LINE (P.U.E.) (OR AS
NOTED OTHERWISE)
FOUND P.L.S.S. CORNER AS NOTED
SECTION LINE
POINT OF BEGINNINGP.O.B.
SET 1/2" REBAR W/ PLASTIC CAP - P. L.S. 12457
PUBLIC UTILITIES EASEMENTP.U.E.
THE BEARINGS AND DISTANCES SHOWN ARE BASED UPON THE NORTH LINE OF SECTION
1 BETWEEN MONUMENTS SHOWN, BASED UPON THE CENTRAL MERIDIAN OF THE EAST
ZONE OF THE IDAHO STATE PLANE COORDINATE SYSTEM. (NAD 83)
SET 5/8" REBAR WITH PLASTIC CAP - P.L.S. 12457
1. RIGHT-OF-WAY CONVEYED TO THE CITY OF REXBURG PURSUANT TO OWNERS DEDICATION ON
SHEET 2 OF THIS PLAT.
2. TOTAL RIGHT-OF-WAY DEDICATED TO THE CITY OF REXBURG IS 2.026 ACRES.
3. LOT 1, BLOCK 1 IS A NON-BUILDABLE LOT FOR MAINTENANCE OF IRRIGATION SYSTEM.
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
SHEET 1 of 2
S
TATE OF I D A H O
R E G I S T ERE
D
C
HRISTOPHE R A D A M S
P
R O F E S S I O N A L L AND SU
R
V
E
Y
O
R12457
(MONUMENTED BASIS OF BEARINGS)
UN
P
L
A
T
T
E
D
THE PURPOSE OF THIS SURVEY IS TO FURTHER SUBDIVIDE THE PARCEL AS
SHOWN HERE ON. THE NORTH LINE OF THE PROPERTY WAS DETERMINED BY THE
FOUND SECTION CORNER MONUMENTS ALONG THE NORTH LINE OF SECTION 1.
THE EAST LINE OF THE PROPERTY WAS DETERMINED BY MONUMENTS FOUND
ALONG THE WEST LINE OF FRONTAGE ROAD NO. 2 SURVEY AS SHOWN ON THE
PLANS OF U.S. HIGHWAY NO. 191 AND 20 PROJECT NO. F-647(41) HIGHWAY
SURVEY AND WEST LINE OF QUIT CLAIM DEED TO MADISON COUNTY
INSTRUMENT NO. 420379. THE SOUTH LINE OF THE PROPERTY WAS DETERMINED
BY FOUND MONUMENTS ALONG THE NORTH LINE OF RECORD OF SURVEY,
INSTRUMENT NO. 376286. THE WEST LINE OF THE PROPERTY WAS DETERMINED
BY THE FOUND SECTION CORNERS ALONG THE WEST LINE OF SECTION 1.
FOUND P.L.S.S. CORNER AS NOTED
BLOCK 1
P.O.B.
20' CROSS ACCESS
EASEMENT
5.77'
80
'
15
'
P.
U
.
E
.
15
'
P.
U
.
E
.
15'
P.U.E.
15'
P.U.E.
14.2'
Distance?
check boundary description these
two calls dont match
A PARCEL OF LAND BEING A PORTION OF GOVERNMENT LOTS 3 AND 4 LOCATED
IN SECTION 1, TOWNSHIP 5 NORTH, RANGE 39 EAST, BOISE MERIDIAN, MADISON
COUNTY, IDAHO MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 1, BEING MARKED
BY A 5/8” REBAR WITH AN ALUMINUM CAP AS SHOWN ON CORNER
PERPETUATION AND FILING, INSTRUMENT NO. 395361, SAID POINT BEING THE
POINT OF BEGINNING; THENCE ALONG THE NORTH LINE OF SAID SECTION 1,
NORTH 89°56’16” EAST 1810.68 FEET TO AND EXTENSION OF THE CENTERLINE OF
THE FRONTAGE ROAD NO. 2 SURVEY AS SHOWN ON THE PLANS OF U.S.
HIGHWAY NO. 191 AND 20 PROJECT NO. F-647(41) HIGHWAY SURVEY; THENCE
ALONG SAID CENTERLINE, SOUTH 00°02’33” WEST 333.66 FEET TO THE NORTH
LINE OF QUITCLAIM DEED TO MADISON COUNTY, INSTRUMENT NO. 420379;
THENCE ALONG SAID NORTH LINE, NORTH 89°54’09” WEST 30.00 FEET; THENCE
ALONG THE WESTERLY LINE OF SAID QUITCLAIM DEED, SOUTH 05°48’57” WEST
100.41 FEET TO A POINT OF NON-TANGENCY OF A 676.20 FOOT RADIUS CURVE
CONCAVE TO THE NORTHWEST OF WHICH RADIUS BEARS SOUTH 89°57’27” WEST;
THENCE CONTINUING ALONG SAID WEST LINE, SOUTHWESTERLY 183.13 FEET
ALONG THE ARC OF SAID 676.20 FOOT RADIUS CURVE TO THE RIGHT THROUGH A
CENTRAL ANGLE OF 15°31’00” AND A LONG CHORD THAT BEARS SOUTH 07°42’57”
WEST 182.57 FEET TO THE NORTH LINE AS SHOWN ON RECORD OF SURVEY,
INSTRUMENT NO. 376286; THENCE ALONG SAID NORTH LINE, SOUTH 89°54’58”
WEST 1746.39 FEET TO THE WEST LINE OF GOVERNMENT LOT 4 OF SECTION 1;
THENCE ALONG SAID WEST LINE, NORTH 00°00’51” EAST 615.01 FEET TO THE
POINT OF BEGINNING.
PARCEL CONTAINS 25.273 ACRES.
THE ACCOMPANYING PLAT WAS DULY ACCEPTED AND APPROVED BY THE CITY OF
REXBURG, IDAHO BY RESOLUTION ADOPTED THIS __________ DAY OF
__________________, 202____.
_________________________________ ____________________________________
MAYOR CITY CLERK
_________________________________ ____________________________________
CITY ENGINEER PLANNING AND ZONING OFFICIAL
I HEREBY CERTIFY THAT I HAVE EXAMINED THIS PLAT AND FIND THAT IT
COMPLIES WITH I.C. §50-1305.
____________________________________________________________________
PROFESSIONAL LAND SURVEYOR LICENSE NO.DATE
I, THE UNDERSIGNED COUNTY TREASURER IN AND FOR THE COUNTY OF
MADISON, STATE OF IDAHO, PURSUANT TO THE REQUIREMENTS OF I.C.
§50-1308 OF THE IDAHO CODE, DO HEREBY CERTIFY THAT ALL COUNTY
PROPERTY TAXES DUE FOR THE PROPERTY INCLUDED IN THIS PROJECT
ARE CURRENT.
_______________________________________________________________
COUNTY TREASURER DATE
I HEREBY CERTIFY THAT THE FOREGOING PLAT OF
YELLOWSTONE RESORT, MADISON COUNTY, IDAHO WAS FILED
FOR RECORDING IN THE OFFICE OF THE RECORDER OF
MADISON COUNTY, IDAHO ON THE ______DAY OF___________,
202___ AT ___________ AND RECORDED AS INSTRUMENT
NO.___________________.
I, CHRISTOPHER ADAMS, A LICENSED PROFESSIONAL LAND
SURVEYOR IN THE STATE OF IDAHO DO HEREBY CERTIFY
THAT THE SURVEY OF THIS SUBDIVISION, DESIGNATED AS
YELLOWSTONE RESORT, WAS MADE UNDER MY DIRECTION,
AND THAT SAID SUBDIVISION IS TRULY AND, CORRECTLY
SURVEYED AND STAKED AS PROVIDED BY LAW AND IN
ACCORDANCE WITH THE ACCOMPANYING PLAT AS
DESCRIBED HEREON.
P.L.S.12457 _______________________________
STATE OF IDAHO )
:SS.
COUNTY OF MADISON )
ON THIS_______ DAY OF____________, 20___, BEFORE ME
THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED CORTNEY LIDDIARD,
KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF BV
MANAGEMENT SERVICES, INC., WHICH CORPORATION IS THE
MANAGER OF YELLOWSTONE PROPERTIES, LLC, AND THE
MANAGER WHO SUBSCRIBED SAID LIMITED LIABILITY
COMPANY'S NAME TO THE FOREGOING OWNER'S
DEDICATION AND THE DRINKING WATER SYSTEM
CERTIFICATE AND ACKNOWLEDGED TO ME THAT HE
EXECUTED THE SAME IN SAID LIMITED LIABILITY COMPANY'S
NAME AS A PERSON AUTHORIZE TO BIND SUCH LIMITED
LIABILITY COMPANY.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND
AFFIXED MY OFFICIAL SEAL THE DAY AND THE YEAR IN THIS
CERTIFICATE FIRST ABOVE WRITTEN.
_______________________________________
NOTARY PUBLIC FOR THE STATE OF IDAHO
RESIDING IN MADISON COUNTY, IDAHO
COMMISSION EXPIRATION DATE: ________________
STATE OF I D A H O
R E G I S T ERE
D
C
HRISTOPHE R A D A M S
P
R O F E S S I O N A L L AND SU
R
V
E
Y
O
R12457
SANITARY RESTRICTIONS AS REQUIRED BY I.C. §50-1326 HAVE BEEN
SATISFIED BASED ON THE DEPARTMENT OF ENVIRONMENTAL QUALITY
(DEQ) APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE
CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED
SATISFACTION OF THE SANITARY RESTRICTIONS. BUYER IS CAUTIONED
THAT AT THE TIME OF THIS APPROVAL, NO DRINKING WATER OR
SEWER/SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING
CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING
PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE SINCE BEEN
CONSTRUCTED OR IF THE DEVELOPER IS SIMULTANEOUSLY
CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO
CONSTRUCT FACILITIES OR MEET THE OTHER CONDITIONS OF DEQ,
THEN SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE
WITH I.C. §50-1326, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER
REQUIRING DRINKING WATER OR SEWER/SEPTIC FACILITIES SHALL BE
ALLOWED.
EASTERN IDAHO PUBLIC HEALTH DISTRICT
______________________________________________________
ENVIRONMENTAL HEALTH SPECIALIST, REHS DATE:
SHEET 2 of 2
NOTICE IS HEREBY GIVEN THAT ALL LOTS OR PROPERTY INCLUDED WITHIN THIS
PLAT ARE WITHIN THE ___________ IRRIGATION DISTRICT AND THAT A SUITABLE
SURFACE WATER DELIVERY SYSTEM HAS NOT BEEN PROVIDED FOR SUCH LOTS OF
PROPERTY. ALL LOTS WILL REMAIN SUBJECT TO ASSESSMENTS LEVIED BY SUCH
IRRIGATION DISTRICT AND EACH INDIVIDUAL PURCHASER/OWNER WILL BE
RESPONSIBLE TO PAY SUCH ASSESSMENTS. ALL EASEMENTS ARE A LIEN UPON THE
LOTS PROPERTY UNLESS THE PURCHASER/OWNER FILES A PETITION REQUESTING
EXCLUSION FROM THE DISTRICT.THE PURCHASER/OWNER MAY FILE SUCH PETITION
AT ANY FUTURE DATE. THE OWNER/DEVELOPER IS OBLIGATED TO COMPLY WITH
THE PROVISIONS OF IDAHO CODE 31-3805.
YELLOWSTONE RESORT
AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
A PORTION OF GOVERNMENT LOTS 3 AND 4 OF SECTION 1 T. 5 N., R. 39 E., B.M.
-2022-
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
STATE OF IDAHO )
:SS.
COUNTY OF MADISON )
ON THIS_______ DAY OF____________, 20___, BEFORE ME
THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID
STATE, PERSONALLY APPEARED RICHARD SMITH, OWNER OF
BENCH FARMS, LLC KNOWN OR IDENTIFIED TO ME TO BE THE
NAME TO THE FOREGOING OWNER'S DEDICATION AND THE
DRINKING WATER SYSTEM CERTIFICATE AND
ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME .
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND
AFFIXED MY OFFICIAL SEAL THE DAY AND THE YEAR IN THIS
CERTIFICATE FIRST ABOVE WRITTEN.
_______________________________________
NOTARY PUBLIC FOR THE STATE OF IDAHO
RESIDING IN MADISON COUNTY, IDAHO
COMMISSION EXPIRATION DATE: ________________
Does not match Drawing. Which
one is wrong?
1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
COVER SHEET
YELLOWSTONE RESORT
REXBURG, IDAHO
1
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DRAWING INFO
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
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11/19/2021
GENERAL NOTES
YELLOWSTONE RESORT
REXBURG, IDAHO
2
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.
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1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURGENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS,CITY OF IDAHO FALLSENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2018). CITY OF IDAHO FALLS PUBLIC WOR
K
S
DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2018), AND IDAHO STANDARDS FOR P
U
B
L
I
C
WORKS CONSTRUCTION(ISPWC, 2017).2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOS
E
D
O
F
A
T
AN APPROVED LOCATION.3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STAN
D
A
R
D
S
UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS
A
R
E
AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CIT
Y
O
F
REXBURG STANDARDS.5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGN
A
T
E
D
T
O
BE REMOVED.7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH G
R
A
D
E
B
Y
THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTR
U
C
T
I
O
N
.
9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS
F
I
L
E
D
.
10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THECONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPR
O
V
A
L
A
L
L
IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THEPROPOSED CHANGES.11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DU
S
T
ABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER A
C
T
.
12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS.13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ON
L
Y
.
T
H
E
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMM
E
N
C
I
N
G
WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY
H
I
S
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.14. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTI
O
N
A
R
E
A
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.15. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLI
A
N
C
E
WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AR
O
U
N
D
T
H
E
CONSTRUCTION AREA.16. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION
P
L
A
N
S
ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTH
E
R
UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGNENGINEER.17. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, ASREQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CL
E
A
R
I
N
G
AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, B
R
U
S
H
,
UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS,RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THEFOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DI
S
P
O
S
E
D
OF OFF SITE.18. CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAY
S
P
R
I
O
R
TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHI
N
T
H
E
GEOTECHNICAL REPORT.20. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCI
P
L
I
N
E
S
INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERALCONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXT
R
A
COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/ORSUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.21. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE
S
A
N
D
CITY STANDARDS.22. THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLSGREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTE
D
W
I
T
H
I
N
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'
S
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I
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A
L
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(208) 522-1223
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
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C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
OVERALL SITE PLAN & KEY MAP
YELLOWSTONE RESORT
REXBURG, IDAHO
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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L
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M
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N
A
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE SITE PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
7
C
.
4
.
0
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
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N
A
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Y
N
O
T
F
O
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C
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N
S
T
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T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE GRADING PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
8
C
.
4
.
1
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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N
A
R
Y
N
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T
F
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C
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N
S
T
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I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
CLUBHOUSE UTILITY & DRAINAGE PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO
9
C
.
4
.
2
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363636444445373954535456 5656575846464646SHEET C.5.753 566 LF OF 8" WATERMAIN LINE 69 LF OF 6" WATERSERVICE LINE56434543 484845°'40 45°'
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PC (LT) STA = 1+46.19
CL ELEV = 4847.77
END OF PAVEMENT STA = 2+07.94
CL ELEV = 4847.17
LIP STA = 0+78.44
CL ELEV = 4846.84
SAWCUT STA = 0+56.63CL ELEV = 4847.32
BACKBONE 4 STA = 1+88.19
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1
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STA: 0+33.22 (-31.34, L)EX SSMH-1RIM: 4847.00INV IN: 4838.05 - 8" (SW)INV IN: 4838.05 - 10" (E)60.0
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INV OUT: 4838.29 - 8" (NE)
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
BACKBONE 1.1
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SEWER KEYNOTESTIE INTO EXISTING SANITARY SEWER MANHOLEINSTALL SEWER CLEANOUT WITH TRAFFIC RATED LID PER ISP
W
C
SD-506INSTALL 10" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)INSTALL 8" SANITARY SEWER MAIN LINE (LENGTH PER PLANS)INSTALL 4" SANITARY SEWER SERVICE PER, PIPE SIZE AND SL
O
P
E
PER PLANSINSTALL SANITARY SEWER MANHOLE PER ISPWC- SD-501AINSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLAN
S
FOR CONTINUATIONINSTALL 8" SANITARY SEWER PLUGTIE INTO EXISTING 10" SANITARY SEWER LINE 515253545556575859 C.8.0
6
'
M
I
N
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CITY REVIEW SET
0
4
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1
2
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2
2
PRELIMINAR
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1+002+00
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
1+00 4847.334845.142+00 4846.414844.94
3
+
0
0
4847.37
4844.70
4
+
0
0
4846.37
4844.58
5
+
0
0
4845.37
4844.59
6
+
0
0
-0.98%
1
.
0
0
%
-
1
.
0
0
%
-
1
.
0
0
%
-
0
.
9
9
%
2.00%GRADE BREAK STA = 1+96.75CL ELEV = 4846.38
GRADE BREAK STA = 2+97.75
CL ELEV = 4847.39
GRADE BREAK STA = 3+98.75
CL ELEV = 4846.38
GRADE BREAK STA = 5+69.52
CL ELEV = 4844.69
BACKBONE 4 STA = 0+95.75CL ELEV = 4847.37
BACKBONE 7 STA = 2+97.75
CL ELEV = 4847.39
BACKBONE 6 STA = 1+96.75CL ELEV = 4846.38
BACKBONE 8 STA = 3+98.75
CL ELEV = 4846.38
EDGE OF PAVEMENT STA = 4+46.50
CL ELEV = 4845.90
1+002+00
3
+
0
0
4
+
0
0
5
+
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0
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+
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1+00 4847.334845.142+00 4846.414844.94
3
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4
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4844.59
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+
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0
STA: 0+89.75 (-5.00, L)SSMH-6RIM: 4847.28INV IN: 4838.74 - 10" (S)INV OUT: 4838.64 - 10" (E)
STA: 3+92.65 (-5.00, L)
SSMH-18
RIM: 4846.32
INV IN: 4839.92 - 8" (E)
INV IN: 4839.79 - 10" (S)
INV OUT: 4839.69 - 10" (N)
202.00' of 10" S.S. @ 0.28%
↕
7
.
9
7
'
(
S
S
)
STA: 2+91.75 (-5.00, L)
SSMH-10
RIM: 4847.27
INV IN: 4839.41 - 10" (S)
INV IN: 4839.58 - 8" (E)
INV OUT: 4839.31 - 10" (N)
↕
6
.
6
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(
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↕ 8.64' (SS)
1
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STA: 5+73.41 (-3.49, L)
SS PLUG-2
INV: 4840.30 - 10" (N)
STA: 1+01.758" WATER TEE 95.1' OF 8" WATER MAINSTA: 1+06.758" GATE VALVE
7
8
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8
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A
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STA: 1+46.258" x 6" WATER TEE
STA: 3+03.75
8" WATER TEE
STA: 4+04.75
8" WATER TEE
STA: 5+70.33
8" GATE VALVE
STA: 5+73.33
8" PLUG
STA: 3+94.74
8" x 45° VERT. BEND
STA: 3+93.24
8" x 45° VERT. BEND
STA: 4+14.74
8" x 45° VERT. BEND
STA: 4+16.24
8" x 45° VERT. BEND
STA: 2+92.25
8" x 45° VERT. BEND
STA: 2+93.75
8" x 45° VERT. BEND
STA: 3+13.75
8" x 45° VERT. BEND
STA: 3+15.25
8" x 45° VERT. BEND
STA = 1+01.72T.O.W. = 4841.33STA = 1+96.75T.O.W. = 4840.38
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6' MIN.
6
'
M
I
N
.
1.5' MIN.
1.5' MIN.
95.5'
O
F
8
"
W
A
T
E
R
M
A
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1
0
0
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S
.
S
.
@
0
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2
8
%
STA: 3+18.25
8" GATE VALVE
2
3
'
O
F
8
"
W
A
T
E
R
M
A
I
N
2
3
'
O
F
8
"
W
A
T
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A
I
N
1
5
7
'
O
F
8
"
W
A
T
E
R
M
A
I
N
STA: 5+65.57
8" x 6" WATER TEE
74'SEWS E WS
S
S
A1 A2pppmpm
6
+
2
6
1+002+00
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
EP: 6+25.91
R30
'
R
3
0
'
R
3
0
'
R
3
0
'
R30'R30'R30'R3'18'9'TYP20'TYP 24'24'
2
4
'
3
0
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30'
1
7
'
21.9'pppmpm
4
8
4
5
48454845 48454845
4
8
4
7
48
4
6
30'20'15'10'16'R5'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
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W W W
S
S SS
SSSS WW SSSSWW
S
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9
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3
'
17'
3
0
2
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3
'
30'
2
6
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2
4
'
12.9'
12'
TOC: 4846.22TOC: 4846.22
T
O
C
:
4
8
4
7
.
1
9
T
O
C
:
4
8
4
7
.
1
9
TOC: 4846.51 TOC: 4846.68
T
O
C
:
4
8
4
6
.
7
3
TOC: 4846.45
T
O
C
:
4
8
4
6
.
7
0
TOC: 4846.35 TOC: 4847.20
T
O
C
:
4
8
4
6
.
5
2
T
O
C
:
4
8
4
6
.
6
9
T
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
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CHECKED
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2194 Snake River Parkway, Suite 205
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(208) 522-1223
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
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DRAWING IS NOT TO SCALE
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SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTIONSUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PERDETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PER PLANS)INSTALL 4" THICK SIDEWALK, (WIDTH
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INSTALL SITE PYLON SIGN, APPROXIM
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0102030405060708091011 1213141516171819202122SHEET NOTES:1. DRIVE AISLE DIMENSIONS MEASURED TO FACE O
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PRELIMINAR
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10+0011+0012+00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
10+00 4848.794847.1511+00 4848.844847.2412+00 4848.754847.32
1
3
+
0
0
4848.81
4847.26
1
4
+
0
0
4848.87
4847.26
1
5
+
0
0
4847.68
4847.42
1
6
+
0
0
4847.31
1
7
+
0
0
4846.82
1
8
+
0
0
4849.86
0.47%-0.50%-0.41%
0
.
4
7
%
-
0
.
4
5
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-
1
.
5
4
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GRADE BREAK STA = 9+64.18CL ELEV = 4848.97GRADE BREAK STA = 10+43.41CL ELEV = 4848.58GRADE BREAK STA = 11+34.85CL ELEV = 4849.01
GRADE BREAK STA = 12+45.82
CL ELEV = 4848.56
GRADE BREAK STA = 13+55.00
CL ELEV = 4849.07
GRADE BREAK STA = 14+32.38
CL ELEV = 4848.72
GRADE BREAK STA = 15+12.17
CL ELEV = 4847.49
STA = 11+54.94CL ELEV = 4848.93
STA = 12+44.94
CL ELEV = 4848.56
STA = 14+32.30
CL ELEV = 4848.72
10+0011+0012+00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
10+00 4848.794848.7911+00 4848.844848.8412+00 4848.754848.75
1
3
+
0
0
4848.81
4848.81
1
4
+
0
0
4848.87
4848.87
1
5
+
0
0
4847.68
4847.68
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
STA: 10+43.41 (1.50, R)SD INLET - ERIM: 4848.55INV OUT: 4844.55 - 12" (S)
STA: 12+45.82 (1.50, R)
SD INLET - F
RIM: 4848.53
INV OUT: 4844.51 - 12" (S)
STA: 10+43.41 (5.75, R)SDMH - ERIM: 4849.11INV IN: 4844.51 - 12" (N)INV OUT: 4844.41 - 12" (E)STA: 12+45.82 (5.75, R)
SDMH - F
RIM: 4849.09
INV IN: 4844.42 - 12" (N)
INV OUT: 4844.39 - 12" (E)
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SDMH - E SD INLET - E
S
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501.3'
2
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6.5'
W W W10+0011+0012+00
1
3
+
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0
1
4
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0
1
5
+
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1
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TOC: 4848.96 TOC: 4848.94 TBC:4848.8830'5'42'
6
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8
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6'
T
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:
4
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4
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5
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4
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4
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3
0
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5
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4
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6
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4
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7
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4
8
8
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2
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Elevation4820483048404850 4860 4870 4880-3+00Elevation4820483048404850486048704880-3+00
E W
S
E W
S
E W
S
E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
S
E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
S E W
S
E W
S
E W
S
A
1
A
2
A
3
A
4
A
5
A
6
A
7
A
8
A
9
A
1
0
A
1
1
A
1
2
A
1
3
A
1
4
A
1
5
A
1
6
A
1
7
A
1
8
A
1
9
A
2
0
B
1
B
2
B
3
B
4
B
5
B
6
B
7
B
8
B
9
B
1
0
B
1
1
B
1
2
B
1
3
B
1
4
B
1
5
B
1
6
B
1
7
B
1
8
B
1
9
C
1
C
2
C
3
C
4
C
5
C
6
C
7
C
8
C
9
C
1
0
C
1
1
C
1
2
C
1
3
C
1
4
C
1
5
C
1
6
C
1
7
C
1
8
C
1
9
D
1
D
2
D
3
D
4
D
5
D
6
D
7
D
8
D
9
D
1
0
D
1
1
D
1
2
D
1
3
D
1
4
D
1
5
D
1
6
D
1
7
D
1
8
D
1
9
E
2
E
3
E
4
E
5
E
6
E
7
E
8
E
9
E
1
0
E
1
1
E
1
2
E
1
3
F
1
F
2
F
3
F
4
F
5
F
6
F
7
F
8
F
9
F
1
0
F
1
1
F
1
2
F
1
3
F
1
4
F
1
5
F
1
6
F
1
7
F
1
8
F
1
9
F
2
0
F
2
1
F
2
2
F
2
3
F
2
4
F
2
5
F
2
6
F
2
7
F
2
8
F
2
9
F
3
0
F
3
1
F
3
2
F
3
3
F
3
4
G
1
G
2
G
3
G
4
G
5
G
6
G
7
G
8
G
9
G
1
0
G
1
1
G
1
2
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1
3
I
1
I
2
I
3
I
4
I
5
I
6
I
7
I
8
H
1
H
2
H
3
H
4
H
5
H
6
H
7
H
8
H
9
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1
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H
1
1
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9
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1
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I
1
1
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6
+
0
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4847.49
4847.49
7
+
0
0
4847.53
4847.53
8
+
0
0
4847.52
4847.52
9
+
0
0
4847.50
4847.50
STA: 3+84.94 (-6.00, L)
SSMH-6
RIM: 4847.28
INV IN: 4838.74 - 10" (S)
INV OUT: 4838.64 - 10" (E)
3
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STA: 2+00.54 (0.37, R)
SSMH-5
RIM: 4847.55
INV IN: 4837.11 - 10" (W)
INV IN: 4837.14 - 8" (E)
INV OUT: 4837.01 - 10" (N)
↕
1
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5
4
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(
S
S
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STA: 8+56.10 (-6.00, L)
SSMH-7
RIM: 4847.39
INV IN: 4838.66 - 8" (E)
INV OUT: 4838.56 - 8" (W)
↕
8
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(
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STA: ??? (???, ???)SS PLUG-1INV: 4839.69 - 8" (E)STA: 1+81.95 (-5.84, L)SSMH-2RIM: 4847.33INV IN: 4838.87 - 8" (W)INV OUT: 4838.77 - 8" (N)↕ 8.56' (SS)205.94' of 8" S.S. @ 0.40%
STA: 4+68.13
4" SS SERVICE (RT)
STA: 5+11.56
4" SS SERVICE (RT)
STA: 5+48.96
4" SS SERVICE (RT)
STA: 5+78.22
4" SS SERVICE (RT)
STA: 6+31.81
4" SS SERVICE (RT)
STA: 6+70.21
4" SS SERVICE (RT)
STA: 7+10.63
4" SS SERVICE (RT)
STA: 7+54.55
4" SS SERVICE (RT)
STA: 7+90.44
4" SS SERVICE (RT)
STA: 8+24.78
4" SS SERVICE (RT)
STA: 8+78.06
4" SS SERVICE (RT)
STA: 9+18.48
4" SS SERVICE (RT)
STA: 4+27.69
4" SS SERVICE (RT)
STA: 4+34.30
4" SS SERVICE (LT)
STA: 6+53.80
4" SS SERVICE (LT)
STA: 7+23.80
4" SS SERVICE (LT)
STA: 6+88.80
4" SS SERVICE (LT)
STA: 5+83.80
4" SS SERVICE (LT)
STA: 6+18.80
4" SS SERVICE (LT)
STA: 7+58.78
4" SS SERVICE (LT)
STA: 7+93.78
4" SS SERVICE (LT)
STA: 8+28.78
4" SS SERVICE (LT)
STA: 8+63.78
4" SS SERVICE (LT)
STA: 8+98.78
4" SS SERVICE (LT)
STA: 3+99.30
4" SS SERVICE (LT)
STA: 0+52.918" PLUGSTA: 2+40.848" GATE VALVESTA: 2+45.848" WATER TEE 8" WATER MAIN
8
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W
A
T
E
R
M
A
I
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STA: 3+72.94
8" WATER TEE
STA: 3+77.94
8" GATE VALVE
STA: 4+05.80
1" DOMESTIC SERVICE (LT)
STA: 4+40.80
1" DOMESTIC SERVICE (LT)
STA: 6+60.30
1" DOMESTIC SERVICE (LT)
STA: 7+30.30
1" DOMESTIC SERVICE (LT)
STA: 6+95.30
1" DOMESTIC SERVICE (LT)
STA: 5+90.30
1" DOMESTIC SERVICE (LT)
STA: 6+25.30
1" DOMESTIC SERVICE (LT)
STA: 7+65.28
1" DOMESTIC SERVICE (LT)
STA: 8+00.28
1" DOMESTIC SERVICE (LT)
STA: 8+35.28
1" DOMESTIC SERVICE (LT)
STA: 8+70.28
1" DOMESTIC SERVICE (LT)
STA: 9+05.28
1" DOMESTIC SERVICE (LT)
STA: 4+34.19
1" DOMESTIC SERVICE (RT)
STA: 4+74.63
1" DOMESTIC SERVICE (RT)
STA: 5+18.06
1" DOMESTIC SERVICE (RT)
STA: 5+55.46
1" DOMESTIC SERVICE (RT)
STA: 5+95.88
1" DOMESTIC SERVICE (RT)
STA: 6+39.28
1" DOMESTIC SERVICE (RT)
STA: 6+76.71
1" DOMESTIC SERVICE (RT)
STA: 7+17.12
1" DOMESTIC SERVICE (RT)
STA: 7+69.28
1" DOMESTIC SERVICE (RT)
STA: 8+03.73
1" DOMESTIC SERVICE (RT)
STA: 8+44.14
1" DOMESTIC SERVICE (RT)
STA: 8+84.56
1" DOMESTIC SERVICE (RT)
STA: 7+51.20
8" x 6" WATER TEE
8
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W
A
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M
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STA = 0+52.80T.O.W. = 4838.38 STA = 2+52.10T.O.W. = 4841.10
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STA: 0+56.498" GATE VALVESTA: 3+16.66WATER VAULT WITHBACKFLOW PREVENTER & METER48204830 4840 4850 4860 4870-1+00
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 3.1
YELLOWSTONE RESORT
REXBURG, IDAHO1
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SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLEPAVEMENT SECTION SUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEETC.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURBHEAD PER DETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PERPLANS)INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWCSD-709, 714, 714A, 714B UNLESS OTHERWISE NOTEDINSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWCSD-712 AND CITY OF REXBURG STANDARDSINSTALL CONCRETE PAVEMENT PER PCCP PAVEMENTSECTION PER TABLE SHEET C.8.0
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STA: 8+56.10 (-6.00, L)SSMH-7RIM: 4847.39INV IN: 4838.66 - 8" (E)INV OUT: 4838.56 - 8" (W)↕ 8.83' (SS)397.84' of 8" S.S. @ 0.
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STA: 12+53.94 (-6.00, L)
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INV IN: 4840.35 - 8" (NE)
INV IN: 4840.35 - 8" (S)
INV OUT: 4840.25 - 8" (W)
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INV OUT: 4840.55 - 8" (SW)
↕
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STA: 8+24.784" SS SERVICE (RT)STA: 8+78.064" SS SERVICE (RT)STA: 9+18.484" SS SERVICE (RT)STA: 9+58.894" SS SERVICE (RT)STA: 9+99.314" SS SERVICE (RT)STA: 10+34.784" SS SERVICE (RT)STA: 10+69.78
4" SS SERVICE (RT)
STA: 11+04.78
4" SS SERVICE (RT)
STA: 11+60.39
4" SS SERVICE (RT)
STA: 12+86.62
4" SS SERVICE (RT)
STA: 8+28.784" SS SERVICE (LT)STA: 8+63.784" SS SERVICE (LT)STA: 8+98.784" SS SERVICE (LT)STA: 9+33.784" SS SERVICE (LT)STA: 9+68.784" SS SERVICE (LT)STA: 10+03.784" SS SERVICE (LT)STA: 10+38.784" SS SERVICE (LT)
STA: 10+73.78
4" SS SERVICE (LT)
STA: 11+08.78
4" SS SERVICE (LT)
STA: 11+43.78
4" SS SERVICE (LT)
STA: 11+78.78
4" SS SERVICE (LT)
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STA: 8+35.281" DOMESTIC SERVICE (LT)STA: 8+70.281" DOMESTIC SERVICE (LT)STA: 9+05.281" DOMESTIC SERVICE (LT)STA: 9+40.281" DOMESTIC SERVICE (LT)STA: 9+75.281" DOMESTIC SERVICE (LT)STA: 10+10.281" DOMESTIC SERVICE (LT)STA: 10+45.281" DOMESTIC SERVICE (LT)
STA: 10+80.28
1" DOMESTIC SERVICE (LT)
STA: 11+15.28
1" DOMESTIC SERVICE (LT)
STA: 11+50.28
1" DOMESTIC SERVICE (LT)
STA: 11+85.28
1" DOMESTIC SERVICE (LT)
1" DOMESTIC SERVICE (RT)STA: 8+44.141" DOMESTIC SERVICE (RT)STA: 8+84.561" DOMESTIC SERVICE (RT)STA: 9+24.981" DOMESTIC SERVICE (RT)STA: 9+65.391" DOMESTIC SERVICE (RT)STA: 10+05.811" DOMESTIC SERVICE (RT)STA: 10+49.281" DOMESTIC SERVICE (RT)
STA: 10+86.64
1" DOMESTIC SERVICE (RT)
STA: 11+27.06
1" DOMESTIC SERVICE (RT)
STA: 11+66.89
1" DOMESTIC SERVICE (RT)
STA: 12+22.56
8" x 45° HORZ. BEND
STA: 12+18.06
8" GATE VALVE
8" WATER MAIN
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T.O.W. = 4841.46
STA: 12+41.94
8" x 45° HORZ. BEND
6' MIN.
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REV #DATE
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TOC: 4846.69TOC: 4846.52 TOC: 4847.19TOC: 4846.15 TOC: 4847.19 TOC: 4846.22 TOC: 4846.22
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TOC: 4846.24
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TOG 4846.24TOG 4846.19TOG 4846.14TOG 4846.10TOG 4846.05TOG 4846.00TOG 4846.76TOG 4846.78TOG 4846.79TOG 4846.81TOG 4846.83
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TOG 4846.73
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SSMH-10SSMH-18SSMH-19 8" S.S.
8
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8" S.S.8" S.S.
8" S.S.10" S.S.12.9'12'24'26'11.8'12.6'
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26'
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4845
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484748474+005+006+00
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STA: 3+84.94 (-6.00, L)SSMH-10RIM: 4847.27INV IN: 4839.41 - 10" (S)INV IN: 4839.58 - 8" (E)INV OUT: 4839.31 - 10" (N)↕ 7.97' (SS)234.50' of 8" S.S. @ 1.09%
↕
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STA: 8+53.94 (-6.00, L)
SSMH-12
RIM: 4847.39
INV OUT: 4843.18 - 8" (W)
↕
4
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STA: 8+69.57 (-6.00, L)
SSMH-13
RIM: 4847.39
INV OUT: 4842.70 - 8" (E)
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STA: 12+53.94 (-6.00, L)
SSMH-14
RIM: 4847.36
INV IN: 4841.16 - 8" (W)
↕ 5.24' (SS)STA: ??? (???, ???)SSMH-11RIM: 4847.38INV IN: 4842.24 - 8" (E)INV OUT: 4842.14 - 8" (W)
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STA: 4+27.734" SS SERVICE (RT)STA: 4+68.184" SS SERVICE (RT)STA: 5+08.594" SS SERVICE (RT)STA: 5+49.014" SS SERVICE (RT)STA: 5+89.424" SS SERVICE (RT)STA: 6+29.844" SS SERVICE (RT)STA: 6+70.26
4" SS SERVICE (RT)
STA: 7+10.67
4" SS SERVICE (RT)
STA: 7+51.09
4" SS SERVICE (RT)
STA: 7+91.50
4" SS SERVICE (RT)
STA: 8+37.69
4" SS SERVICE (RT)
STA: 8+78.11
4" SS SERVICE (RT)
STA: 9+18.52
4" SS SERVICE (RT)
STA: 9+58.94
4" SS SERVICE (RT)
STA: 9+99.36
4" SS SERVICE (RT)
STA: 10+39.77
4" SS SERVICE (RT)
STA: 10+80.19
4" SS SERVICE (RT)
STA: 11+20.60
4" SS SERVICE (RT)
STA: 11+61.04
4" SS SERVICE (RT)
STA: 4+31.734" SS SERVICE (LT)STA: 4+72.184" SS SERVICE (LT)STA: 5+12.594" SS SERVICE (LT)STA: 5+53.014" SS SERVICE (LT)STA: 5+93.354" SS SERVICE (LT)STA: 6+33.764" SS SERVICE (LT)
STA: 6+74.18
4" SS SERVICE (LT)
STA: 7+14.67
4" SS SERVICE (LT)
STA: 7+55.01
4" SS SERVICE (LT)
STA: 8+01.28
4" SS SERVICE (LT)
STA: 8+41.62
4" SS SERVICE (LT)
STA: 8+82.11
4" SS SERVICE (LT)
STA: 9+22.52
4" SS SERVICE (LT)
STA: 9+62.94
4" SS SERVICE (LT)
STA: 10+03.36
4" SS SERVICE (LT)
STA: 10+43.70
4" SS SERVICE (LT)
STA: 10+84.19
4" SS SERVICE (LT)
STA: 11+24.60
4" SS SERVICE (LT)
STA: 11+65.04
4" SS SERVICE (LT)
STA: 3+99.448" GATE VALVE
STA: 12+22.56
8" x 45° HORZ. BEND
STA: 12+41.94
8" x 45° HORZ. BEND
STA: 12+18.06
8" GATE VALVE
STA: 4+42.231" DOMESTIC SERVICE (RT)STA: 4+82.681" DOMESTIC SERVICE (RT)STA: 5+23.091" DOMESTIC SERVICE (RT)STA: 5+63.511" DOMESTIC SERVICE (RT)STA: 6+03.921" DOMESTIC SERVICE (RT)STA: 6+44.341" DOMESTIC SERVICE (RT)
STA: 6+84.76
1" DOMESTIC SERVICE (RT)
STA: 7+25.17
1" DOMESTIC SERVICE (RT)
STA: 7+65.59
1" DOMESTIC SERVICE (RT)
STA: 8+04.78
1" DOMESTIC SERVICE (RT)
STA: 8+52.19
1" DOMESTIC SERVICE (RT)
STA: 8+92.61
1" DOMESTIC SERVICE (RT)
STA: 9+33.02
1" DOMESTIC SERVICE (RT)
STA: 9+73.44
1" DOMESTIC SERVICE (RT)
STA: 10+13.86
1" DOMESTIC SERVICE (RT)
STA: 10+54.27
1" DOMESTIC SERVICE (RT)
STA: 10+94.69
1" DOMESTIC SERVICE (RT)
STA: 11+35.10
1" DOMESTIC SERVICE (RT)
STA: 11+75.55
1" DOMESTIC SERVICE (RT)
STA: 11+71.55
1" DOMESTIC SERVICE (LT)
STA: 11+31.10
1" DOMESTIC SERVICE (LT)
STA: 10+90.69
1" DOMESTIC SERVICE (LT)
STA: 10+50.20
1" DOMESTIC SERVICE (LT)
STA: 10+09.86
1" DOMESTIC SERVICE (LT)
STA: 9+69.44
1" DOMESTIC SERVICE (LT)
STA: 9+29.02
1" DOMESTIC SERVICE (LT)
STA: 8+88.61
1" DOMESTIC SERVICE (LT)
STA: 8+48.12
1" DOMESTIC SERVICE (LT)
STA: 8+07.78
1" DOMESTIC SERVICE (LT)
STA: 7+61.51
1" DOMESTIC SERVICE (LT)
STA: 7+21.17
1" DOMESTIC SERVICE (LT)
STA: 6+80.68
1" DOMESTIC SERVICE (LT)
STA: 6+40.261" DOMESTIC SERVICE (LT)STA: 5+99.851" DOMESTIC SERVICE (LT)STA: 5+59.511" DOMESTIC SERVICE (LT)STA: 5+19.091" DOMESTIC SERVICE (LT)STA: 4+78.681" DOMESTIC SERVICE (LT)STA: 4+38.231" DOMESTIC SERVICE (LT)8" WATER MAIN8" WATER MAIN
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STA = 3+94.94T.O.W. = 4837.94STA = 3+96.44T.O.W. = 4841.40STA: 3+94.948" x 45° VERT. BENDSTA: 3+96.448" x 45° VERT. BEND 6' MIN.
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STA: 8+22.12
8" x 6" WATER TEE
4+005+006+00
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4+00 4847.404844.725+00 4847.454844.866+00 4847.494845.08
7
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0
0
4847.54
4845.15
8
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0
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4847.52
4845.29
9
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4847.50
4845.55
1
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4847.49
4845.62
1
1
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4847.47
4845.68
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4847.45
4845.73
-2.00%0.05%
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%
GRADE BREAK STA = 6+99.94
CL ELEV = 4847.54
GRADE BREAK STA = 12+49.94
CL ELEV = 4847.44
BACKBONE 3 STA = 12+49.94
CL ELEV = 4847.44
BACKBONE 12 STA = 3+79.94CL ELEV = 4847.39BACKBONE 2 STA = 5+05.44CL ELEV = 4847.45Elevation4820483048404850 4860 4870-1+00Elevation482048304840485048604870-1+00
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
2
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4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 4.1
YELLOWSTONE RESORT
REXBURG, IDAHO1
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SHEET C.5.1SHEET C.5.8SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTIONSUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PERDETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0 INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH
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INSTALL BOLLARD PER DETAIL 2 SHEET C.8.0ADA SIGN PER DETAIL 3 SHEET C.8.0INSTALL STOP SIGN PER MUTCD STANDARDSSTRIPING PER MUTCD STANDARDSINSTALL LANDSCAPE PER LANDSCAPE PLANINSTALL TYPE III BARRICADE PER ISPWC SD-1132 01020304050607080910 1112131415161718192021 0101010101010101010101
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CITY REVIEW SET
0
4
/
1
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2
PRELIMINAR
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0+001+002+00
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
0+00 4845.681+00 4847.514845.882+00 4847.344845.95
3
+
0
0
4848.18
4846.09
4
+
0
0
4848.82
4846.47
5
+
0
0
4849.19
4846.70
6
+
0
0
4849.56
4846.80
↕
4
.
5
4
'
(
S
S
)
STA: 6+13.04 (-17.49, L)
SSMH-17
RIM: 4849.43
INV OUT: 4844.89 - 8" (W)
2
4
7
.
7
7
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8
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S
.
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.
@
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.
4
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↕
4
.
8
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(
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STA: 3+74.27 (-6.00, L)
SSMH-16
RIM: 4848.60
INV IN: 4843.90 - 8" (E)
INV OUT: 4843.80 - 8" (W)
283.52' of 8" S.S.
@
0
.
8
3
%
↕ 6.15' (SS)STA: 0+90.75 (-6.00, L)SSMH-15RIM: 4847.59INV IN: 4841.55 - 8" (S)INV IN: 4841.45 - 8" (E)INV OUT: 4841.45 - 8" (N)STA: 1+36.934" SS SERVICE (RT)STA: 1+73.984" SS SERVICE (RT)STA: 2+08.984" SS SERVICE (RT)
STA: 2+60.98
4" SS SERVICE (RT)
STA: 2+98.59
4" SS SERVICE (RT)
STA: 3+39.01
4" SS SERVICE (RT)
STA: 3+79.42
4" SS SERVICE (RT)
STA: 4+19.84
4" SS SERVICE (RT)
STA: 4+53.98
4" SS SERVICE (RT)
STA: 5+05.98
4" SS SERVICE (RT)
STA: 5+41.09
4" SS SERVICE (RT)
STA: 1+77.984" SS SERVICE (LT)STA: 2+12.984" SS SERVICE (LT)STA: 2+47.984" SS SERVICE (LT)
STA: 2+82.98
4" SS SERVICE (LT)
STA: 3+17.98
4" SS SERVICE (LT)
STA: 3+52.98
4" SS SERVICE (LT)
STA: 3+87.98
4" SS SERVICE (LT)
STA: 4+22.98
4" SS SERVICE (LT)
STA: 4+57.98
4" SS SERVICE (LT)
STA: 4+92.98
4" SS SERVICE (LT)
STA: 5+27.98
4" SS SERVICE (LT)
STA: 5+62.98
4" SS SERVICE (LT)
STA: 5+96.42
4" SS SERVICE (LT)
STA: 1+02.258" x 45° VERT. BENDSTA: 1+00.758" x 45° VERT. BENDSTA: 0+78.758" WATER TEESTA: 1+43.431" DOMESTIC SERVICE (RT)STA: 1+80.481" DOMESTIC SERVICE (RT)STA: 2+24.261" DOMESTIC SERVICE (RT)
STA: 2+67.48
1" DOMESTIC SERVICE (RT)
STA: 3+05.09
1" DOMESTIC SERVICE (RT)
STA: 3+45.51
1" DOMESTIC SERVICE (RT)
STA: 3+85.92
1" DOMESTIC SERVICE (RT)
STA: 4+26.34
1" DOMESTIC SERVICE (RT)
STA: 4+66.76
1" DOMESTIC SERVICE (RT)
STA: 5+12.48
1" DOMESTIC SERVICE (RT)
STA: 5+47.59
1" DOMESTIC SERVICE (RT)
STA: 6+05.98
1" DOMESTIC SERVICE (LT)
STA: 5+69.48
1" DOMESTIC SERVICE (LT)
STA: 5+34.48
1" DOMESTIC SERVICE (LT)
STA: 4+64.48
1" DOMESTIC SERVICE (LT)
STA: 4+29.48
1" DOMESTIC SERVICE (LT)
STA: 3+94.48
1" DOMESTIC SERVICE (LT)
STA: 3+59.48
1" DOMESTIC SERVICE (LT)
STA: 3+24.48
1" DOMESTIC SERVICE (LT)
STA: 2+89.48
1" DOMESTIC SERVICE (LT)
STA: 2+54.48
1" DOMESTIC SERVICE (LT)
STA: 2+19.481" DOMESTIC SERVICE (LT)STA: 1+84.481" DOMESTIC SERVICE (LT)
STA: 4+99.48
1" DOMESTIC SERVICE (LT)
STA: 6+19.05
8" x 90° HORZ. BEND
STA: 6+16.06
8" GATE VALVE
STA = 0+78.58T.O.W. = 4839.95 STA = 1+00.75T.O.W. = 4839.95STA = 1+02.25T.O.W. = 4841.48 STA = 1+50.00T.O.W. = 4840.91
S
T
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=
3
+
5
4
.
9
3
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.
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.
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.
=
4
8
4
2
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6
5
STA = 6+19.07
T.O.W. = 4843.63
8" WATER MAIN
8
"
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8
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1.5' MIN.6' MIN.
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E W
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E W S E W S B16B17B18B19C16C17C18C19D16D17D18D19G1G2
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BP: 0+00.00
PC: 5+88.57
P
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:
6
+
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6
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7
6
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W
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0+001+002+00 B
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:
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9
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SD6
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41'
WWWWWWWWWWWWW
0+001+002+00
3
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0
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BP: 0+00.00
PC: 5+88.57
P
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R30'17'R30'R30'17'R30'0.7'
4
6
2
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1
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4
6
2
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1
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1.1'
42.2'
4
5
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228.8'24'59.2'24'R30'24'35.3'
2
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TOC: 4847.95TOC: 4848.02 TOC: 4846.97
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REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
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4
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PC: 1+60.00PT: 2+25.97
R
3
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R30'R30'R30'24'
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TBC: 4846.39 TBC: 4846.53TBC: 4846.04 TOC: 4846.19TOC: 4846.16TOC: 4846.05
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TOG 4845.76TOG 4845.82TOG 4845.87
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TOC: 4846.06 TOC: 4846.35 TOC: 4846.37 TOC: 4846.38 TOC: 4846.31 TOC: 4846.32TOC: 4846.45TOC: 4846.42 TOC: 4846.47TOC: 4846.48TOC: 4846.72TOC: 4846.66TOC: 4846.78TOC: 4846.50TOC: 4846.35TOC: 4846.26TOC: 4846.23TOC: 4846.07TOC: 48
4
6
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TOC: 48
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TOC: 48
4
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TOC: 48
4
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TOC: 4846.53TOC: 4846.07 FG 4846.45FG 4846.49FG 4846.48 FG 4846.39TBC: 4846.54 TBC: 4846.06 TBC: 4846.04R43.5'R46'
S
S
M
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-
2
2
S
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SSMH-19SSMH-18SSMH-20SS PLUG-2
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4
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1+002+003+00
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1+00 4846.474844.812+00 4846.314844.963+00 4846.144845.15
4
+
0
0
4846.05
4845.27
5
+
0
0
4846.28
4845.50
6
+
0
0
4846.51
4845.71
7
+
0
0
4846.74
4846.18
8
+
0
0
4846.97
4845.78
9
+
0
0
4847.20
4845.93
STA: 2+01.63 (1.03, R)SSMH-20RIM: 4846.29INV IN: 4840.95 - 8" (E)INV OUT: 4840.85 - 8" (NW)
3
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RIM: 4846.34
INV OUT: 4842.48 - 8" (W)
↕
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6
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STA: 5+96.02 (-6.00, L)
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RIM: 4846.38
INV OUT: 4843.62 - 8" (E)
3
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STA: 2+22.194" SS SERVICE (RT)STA: 2+57.734" SS SERVICE (RT)STA: 2+92.734" SS SERVICE (RT)STA: 3+27.734" SS SERVICE (RT)STA: 3+56.024" SS SERVICE (RT)
STA: 3+96.41
4" SS SERVICE (RT)
STA: 4+24.20
4" SS SERVICE (RT)
STA: 4+64.62
4" SS SERVICE (RT)
STA: 5+02.73
4" SS SERVICE (RT)
STA: 5+37.73
4" SS SERVICE (RT)
STA: 5+74.08
4" SS SERVICE (RT)
STA: 6+77.73
4" SS SERVICE (RT)
STA: 7+47.73
4" SS SERVICE (RT)
STA: 7+82.73
4" SS SERVICE (RT)
STA: 8+17.73
4" SS SERVICE (RT)
STA: 8+57.04
4" SS SERVICE (RT)
STA: 8+87.73
4" SS SERVICE (RT)
STA: 9+14.47
4" SS SERVICE (RT)
STA: 3+59.02
4" SS SERVICE (LT)
STA: 3+99.41
4" SS SERVICE (LT)
STA: 4+39.85
4" SS SERVICE (LT)
STA: 4+80.24
4" SS SERVICE (LT)
STA: 5+20.69
4" SS SERVICE (LT)
STA: 5+61.08
4" SS SERVICE (LT)
STA: 6+82.35
4" SS SERVICE (LT)
STA: 7+22.76
4" SS SERVICE (LT)
STA: 7+63.18
4" SS SERVICE (LT)
STA: 8+03.60
4" SS SERVICE (LT)
STA: 8+44.04
4" SS SERVICE (LT)
STA: 1+06.988" x 45° HORZ. BENDSTA: 1+09.108" x 22.5° HORZ. BENDSTA: 1+60.278" x 6" WATER TEESTA: 2+00.128" x 22.5° HORZ. BENDSTA: 2+02.318" x 22.5° HORZ. BENDSTA: 2+04.738" GATE VALVESTA: 2+29.231" DOMESTIC SERVICE (RT)STA: 2+64.231" DOMESTIC SERVICE (RT)STA: 2+99.231" DOMESTIC SERVICE (RT)STA: 3+34.231" DOMESTIC SERVICE (RT)
STA: 3+69.23
1" DOMESTIC SERVICE (RT)
STA: 4+08.91
1" DOMESTIC SERVICE (RT)
STA: 4+39.23
1" DOMESTIC SERVICE (RT)
STA: 4+79.12
1" DOMESTIC SERVICE (RT)
STA: 5+09.23
1" DOMESTIC SERVICE (RT)
STA: 5+44.23
1" DOMESTIC SERVICE (RT)
STA: 5+80.58
1" DOMESTIC SERVICE (RT)
STA: 6+20.73
1" DOMESTIC SERVICE (RT)
STA: 6+52.43
1" DOMESTIC SERVICE (RT)
STA: 6+84.23
1" DOMESTIC SERVICE (RT)
STA: 7+19.23
1" DOMESTIC SERVICE (RT)
STA: 7+54.23
1" DOMESTIC SERVICE (RT)
STA: 7+89.23
1" DOMESTIC SERVICE (RT)
STA: 8+24.23
1" DOMESTIC SERVICE (RT)
STA: 8+63.54
1" DOMESTIC SERVICE (RT)
STA: 8+94.23
1" DOMESTIC SERVICE (RT)
STA: 9+29.23
1" DOMESTIC SERVICE (RT)
STA: 3+65.52
1" DOMESTIC SERVICE (LT)
STA: 4+05.91
1" DOMESTIC SERVICE (LT)
STA: 4+46.35
1" DOMESTIC SERVICE (LT)
STA: 4+86.74
1" DOMESTIC SERVICE (LT)
STA: 5+27.19
1" DOMESTIC SERVICE (LT)
STA: 5+67.58
1" DOMESTIC SERVICE (LT)
STA: 6+08.02
1" DOMESTIC SERVICE (LT)
STA: 6+48.43
1" DOMESTIC SERVICE (LT)
STA: 6+88.85
1" DOMESTIC SERVICE (LT)
STA: 7+29.27
1" DOMESTIC SERVICE (LT)
STA: 7+69.68
1" DOMESTIC SERVICE (LT)
STA: 8+10.10
1" DOMESTIC SERVICE (LT)
STA: 8+50.54
1" DOMESTIC SERVICE (LT)
STA: 6+59.19
8" x 6" WATER TEE
STA: 9+20.97
8" WATER TEE
STA: 9+25.97
8" GATE VALVE
8" WATER MAIN
8
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4" SS SERVICE (RT)
STA: 6+14.23
4" SS SERVICE (RT)
STA: 6+01.52
4" SS SERVICE (LT)
STA: 6+37.93
4" SS SERVICE (RT)
STA: 6+41.93
4" SS SERVICE (LT)
6' MIN.
6
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Elevation482048304840 4850 4860 4870-1+00
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A
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B
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1
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1
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1
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1
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1
9
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9
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9
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0
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1
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1
3
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1
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1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
2
3
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 5.1
YELLOWSTONE RESORT
REXBURG, IDAHO1
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SITE PLAN KEYNOTESINSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTIONSUMMARY TABLE SHEET C.8.0)TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIREDINSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PERDETAIL 5 SHEET C.8.0INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PER PLANS)INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,714A, 714B UNLESS OTHERWISE NOTEDINSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 AND CITYOF REXBURG STANDARDS INSTALL CONCRETE PAVEMENT PER PCCP PAVEMEN
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13'14'TOC: 4846.95 TOC: 4847.39TOC: 4847.43TOC: 4847.42TOC: 4847.23 TOC: 4847.95 TOC: 4847.62TOC: 4847.95
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TOC: 4847.30 TOC: 4847.84TOG 4847.59TOG 4847.71TOG 4847.83TOG 4847.95TOG 48
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STA: 9+32.97 (-6.00, L)SSMH-23RIM: 4847.25INV IN: 4842.27 - 8" (W)INV IN: 4842.27 - 8" (E)INV OUT: 4842.17 - 8" (N)↕ 5.08' (SS)
STA: 14+02.41 (-6.00, L)
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RIM: 4849.04
INV OUT: 4844.25 - 8" (W)
↕
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(
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393.92' of 8" S.S. @ 0.40%STA: 9+14.474" SS SERVICE (RT)STA: 9+57.734" SS SERVICE (RT)STA: 9+92.734" SS SERVICE (RT)STA: 10+30.744" SS SERVICE (RT)STA: 10+54.154" SS SERVICE (RT)STA: 10+94.574" SS SERVICE (RT)STA: 11+32.734" SS SERVICE (RT)
STA: 11+67.73
4" SS SERVICE (RT)
STA: 12+02.73
4" SS SERVICE (RT)
STA: 12+37.73
4" SS SERVICE (RT)
STA: 12+72.73
4" SS SERVICE (RT)
STA: 13+13.64
4" SS SERVICE (RT)
STA: 13+37.07
4" SS SERVICE (RT)
STA: 13+77.73
4" SS SERVICE (RT)
STA: 9+77.324" SS SERVICE (LT)STA: 10+17.744" SS SERVICE (LT)STA: 10+58.154" SS SERVICE (LT)STA: 10+98.574" SS SERVICE (LT)STA: 11+38.994" SS SERVICE (LT)
STA: 11+79.41
4" SS SERVICE (LT)
STA: 12+19.82
4" SS SERVICE (LT)
STA: 12+60.23
4" SS SERVICE (LT)
STA: 13+00.65
4" SS SERVICE (LT)
STA: 13+41.07
4" SS SERVICE (LT)
STA: 13+81.48
4" SS SERVICE (LT)
STA: 8+94.231" DOMESTIC SERVICE (RT)STA: 9+29.231" DOMESTIC SERVICE (RT)STA: 9+64.231" DOMESTIC SERVICE (RT)STA: 9+99.231" DOMESTIC SERVICE (RT)STA: 10+37.241" DOMESTIC SERVICE (RT)STA: 10+69.231" DOMESTIC SERVICE (RT)STA: 11+01.071" DOMESTIC SERVICE (RT)STA: 11+39.231" DOMESTIC SERVICE (RT)
STA: 11+74.23
1" DOMESTIC SERVICE (RT)
STA: 12+09.23
1" DOMESTIC SERVICE (RT)
STA: 12+44.23
1" DOMESTIC SERVICE (RT)
STA: 12+79.23
1" DOMESTIC SERVICE (RT)
STA: 13+20.15
1" DOMESTIC SERVICE (RT)
STA: 13+51.57
1" DOMESTIC SERVICE (RT)
STA: 13+84.23
1" DOMESTIC SERVICE (RT)
STA: 9+83.821" DOMESTIC SERVICE (LT)STA: 10+24.241" DOMESTIC SERVICE (LT)STA: 10+64.651" DOMESTIC SERVICE (LT)STA: 11+05.071" DOMESTIC SERVICE (LT)STA: 11+45.491" DOMESTIC SERVICE (LT)
STA: 11+85.91
1" DOMESTIC SERVICE (LT)
STA: 12+26.32
1" DOMESTIC SERVICE (LT)
STA: 12+66.73
1" DOMESTIC SERVICE (LT)
STA: 13+07.15
1" DOMESTIC SERVICE (LT)
STA: 13+47.57
1" DOMESTIC SERVICE (LT)
STA: 13+87.98
1" DOMESTIC SERVICE (LT)
STA: 9+20.978" WATER TEESTA: 9+25.978" GATE VALVE
STA: 14+34.14
8" x 45° HORZ. BEND
STA: 14+71.34
8" x 45° HORZ. BEND
8" WATER MAIN
8
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(
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STA: 13+26.89 (-6.00, L)
SSMH-24
RIM: 4848.74
INV IN: 4843.95 - 8" (E)
INV OUT: 4843.85 - 8" (W)
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Elevation482048304840 4850 4860 4870-1+00
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2
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3
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4
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5
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6
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2
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1
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A
1
4
A
1
5
A
1
6
A
1
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A
1
8
A
1
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A
2
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B
1
B
2
B
3
B
4
B
5
B
6
B
7
B
8
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9
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1
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B
1
1
B
1
2
B
1
3
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1
4
B
1
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B
1
6
B
1
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B
1
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1
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C
1
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2
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3
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4
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5
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6
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7
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8
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1
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E
2
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1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
BACKBONE 5.2
YELLOWSTONE RESORT
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INV IN: 4842.27 - 8" (W)
INV IN: 4842.27 - 8" (E)
INV OUT: 4842.17 - 8" (N)
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INV IN: 4841.45 - 8" (E)
INV OUT: 4841.45 - 8" (N)
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INV OUT: 4841.16 - 8" (N)
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T.O.W. = 4841.11
STA = 5+21.30
T.O.W. = 4841.97
STA = 5+41.13
T.O.W. = 4841.93
STA: 4+47.88
8" x 45° VERT. BEND
STA: 4+49.38
8" x 45° VERT. BEND
STA: 4+69.38
8" x 45° VERT. BEND
STA: 4+70.88
8" x 45° VERT. BEND
STA: 4+59.38
8" WATER TEE
8" WATER MAIN
8
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W
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STA: 5+36.19
8" x 6" WATER TEE
1.5' MIN.
1.5' MIN.
6' MIN.
6
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STA: 1+37.12WATER VAULT WITHBACKFLOW PREVENTER & METER
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2
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TOC: 4846.97TOC: 4846.
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TBC 4848.88 TBC 4849.31TBC 4849.41 TBC 4848.33 TBC 4847.64 TBC 4848.12TBC 4847.89
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TBC 4848.69 TOC: 4848.80TOC: 4848.77TOC: 4848.96TOC: 4848.94TBC 4848.88 30'5'42'6'8.8'6'8.8'6.5'
4
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Elevation482048304840 4850 4860 4870-1+00
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
2
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
BACKBONE 6
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
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PROJECT
CHECKED
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#
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
SOUTH 12TH WEST - LIP ALIGNMENT
YELLOWSTONE RESORT
REXBURG, IDAHO2
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REVISIONS
REV #DATE
DRAWING INFO
DATE
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DRAWN
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WARNING
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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T
H
W
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R
K
O
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C
T
I
O
N
.
9. CON
T
R
A
C
T
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R
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S
R
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Q
U
I
R
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D
T
O
M
A
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L
T
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T
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C
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F
T
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R
M
I
N
A
T
I
O
N
(
N
O
T
)
I
S
F
I
L
E
D
.
10. ANY
M
O
D
I
F
I
C
A
T
I
O
N
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T
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E
C
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N
S
T
R
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C
T
I
O
N
,
T
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T
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E
C
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T
R
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C
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N
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C
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D
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L
E
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R
T
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T
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E
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S
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N
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M
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A
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R
.
P
R
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L
A
L
L
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B
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T
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S
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T
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E
PRO
P
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D
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A
N
G
E
S
.
11. CON
T
R
A
C
T
O
R
I
S
R
E
S
P
O
N
S
I
B
L
E
T
O
C
O
N
T
R
O
L
A
L
L
T
E
M
P
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R
A
R
Y
S
T
O
R
M
W
A
T
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R
P
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L
L
U
T
I
O
N
A
N
D
D
U
S
T
ABA
T
E
M
E
N
T
D
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R
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N
G
T
H
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C
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T
R
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C
T
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N
P
H
A
S
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A
S
R
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R
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D
B
Y
T
H
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F
E
D
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A
L
C
L
E
A
N
W
A
T
E
R
A
C
T
.
12. ALL
S
T
O
R
M
P
I
P
E
A
N
D
S
A
N
I
T
A
R
Y
S
E
W
E
R
P
I
P
E
S
H
A
L
L
B
E
T
O
T
H
E
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
S
.
13.THE
L
O
C
A
T
I
O
N
S
O
F
E
X
I
S
T
I
N
G
U
N
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
I
E
S
A
R
E
S
H
O
W
N
I
N
A
N
A
P
P
R
O
X
I
M
A
T
E
W
A
Y
O
N
L
Y
.
T
H
E
CON
T
R
A
C
T
O
R
S
H
A
L
L
D
E
T
E
R
M
I
N
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T
H
E
E
X
A
C
T
L
O
C
A
T
I
O
N
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F
A
L
L
E
X
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S
T
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N
G
U
T
I
L
I
T
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E
S
B
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R
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M
M
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N
C
I
N
G
WOR
K
.
T
H
E
C
O
N
T
R
A
C
T
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R
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S
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M
E
S
A
L
L
RESP
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N
S
I
B
I
L
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T
Y
F
O
R
A
N
Y
A
N
D
A
L
L
D
A
M
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G
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C
A
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S
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D
B
Y
H
I
S
FAIL
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R
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T
O
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A
C
T
L
Y
L
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C
A
T
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A
N
D
P
R
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S
E
R
V
E
A
N
Y
A
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D
A
L
L
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N
D
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R
G
R
O
U
N
D
U
T
I
L
I
T
I
E
S
.
14.THE
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
M
A
I
N
T
A
I
N
A
L
L
E
X
I
S
T
I
N
G
D
R
A
I
N
A
G
E
F
A
C
I
L
I
T
I
E
S
W
I
T
H
I
N
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
A
R
E
A
UNTI
L
T
H
E
D
R
A
I
N
A
G
E
I
M
P
R
O
V
E
M
E
N
T
S
A
R
E
I
N
P
L
A
C
E
A
N
D
F
U
N
C
T
I
O
N
I
N
G
.
15.ALL
C
O
N
T
R
A
C
T
O
R
S
W
O
R
K
I
N
G
W
I
T
H
I
N
T
H
E
P
R
O
J
E
C
T
B
O
U
N
D
A
R
I
E
S
A
R
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
O
M
P
L
I
A
N
C
E
WITH
A
L
L
A
P
P
L
I
C
A
B
L
E
S
A
F
E
T
Y
L
A
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O
F
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N
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L
B
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Y
.
T
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N
T
R
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R
S
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A
L
L
B
E
RES
P
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I
B
L
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R
A
L
L
B
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C
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S
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D
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N
D
T
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E
CON
S
T
R
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C
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N
A
R
E
A
.
16.THE
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
K
E
E
P
O
N
S
I
T
E
A
T
A
L
L
T
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M
E
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A
C
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O
F
T
H
E
A
P
P
R
O
V
E
D
C
O
N
S
T
R
U
C
T
I
O
N
P
L
A
N
S
ON
W
H
I
C
H
I
S
R
E
C
O
R
D
E
D
T
H
E
ACTUAL
L
O
C
A
T
I
O
N
S
O
F
T
H
E
C
O
N
S
T
R
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C
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T
I
L
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T
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A
N
D
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D
.
T
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T
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N
S
T
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T
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E
D
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S
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G
N
ENGI
N
E
E
R
.
17.THE
C
O
N
T
R
A
C
T
O
R
(
S
)
S
H
A
L
L
R
E
M
O
V
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A
L
L
O
B
S
T
R
U
C
T
I
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N
S
,
B
O
T
H
A
B
O
V
E
A
N
D
B
E
L
O
W
G
R
O
U
N
D
,
A
S
REQ
U
I
R
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D
F
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R
T
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E
C
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N
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T
R
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C
T
I
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T
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M
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T
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T
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A
L
L
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N
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AND
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R
U
B
B
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W
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,
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T
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B
R
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S
H
,
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R
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R
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,
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,
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V
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R
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D
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,
F
E
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C
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,
S
T
R
U
C
T
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R
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S
,
D
E
B
R
I
S
,
RUB
B
I
S
H
,
A
N
D
S
U
C
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M
A
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R
T
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T
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P
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M
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T
S
.
A
L
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A
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A
L
L
B
E
D
I
S
P
O
S
E
D
OF O
F
F
S
I
T
E
.
18.CON
T
R
A
C
T
O
R
I
S
R
E
Q
U
I
R
E
D
T
O
C
A
L
L
D
I
G
L
I
N
E
O
F
I
D
A
H
O
1
-
8
0
0
-
3
4
2
-
1
5
8
5
A
T
L
E
A
S
T
(
2
)
B
U
S
I
N
E
S
S
D
A
Y
S
P
R
I
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R
TO C
O
N
S
T
R
U
C
T
I
O
N
,
T
O
D
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T
E
R
M
I
N
E
L
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C
A
T
I
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U
N
D
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R
G
R
O
U
N
D
U
T
I
L
I
T
I
E
S
.
19.THE
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
O
M
P
L
Y
I
N
G
W
I
T
H
A
L
L
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
W
I
T
H
I
N
T
H
E
GEO
T
E
C
H
N
I
C
A
L
R
E
P
O
R
T
.
20.GEN
E
R
A
L
C
O
N
T
R
A
C
T
O
R
I
S
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
O
O
R
D
I
N
A
T
I
O
N
O
F
W
O
R
K
A
N
D
B
E
T
W
E
E
N
T
R
A
D
E
S
.
SUB-
C
O
N
T
R
A
C
T
O
R
S
A
R
E
A
L
S
O
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
O
O
R
D
I
N
A
T
I
O
N
W
I
T
H
O
T
H
E
R
T
R
A
D
E
S
A
N
D
D
I
S
C
I
P
L
I
N
E
S
INCL
U
D
E
D
I
N
T
H
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C
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T
R
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C
T
D
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C
U
M
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N
T
S
.
I
F
A
N
Y
D
I
S
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R
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N
C
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A
R
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F
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U
N
D
,
T
H
E
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E
N
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R
A
L
CON
T
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R
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F
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I
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R
I
M
M
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D
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T
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F
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C
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K
.
N
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E
X
T
R
A
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T
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T
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J
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T
W
I
L
L
B
E
I
N
C
U
R
R
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D
D
U
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T
O
FAILURE
O
F
G
E
N
E
R
A
L
C
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N
T
R
A
C
T
O
R
A
N
D
/
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R
SUB-
C
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N
T
R
A
C
T
O
R
S
T
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REVIEW
C
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N
T
R
A
C
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D
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C
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M
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T
S
A
N
D
C
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N
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W
I
T
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T
R
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D
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S
.
21.ALL
T
R
A
F
F
I
C
C
O
N
T
R
O
L
S
H
A
L
L
C
O
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C
C
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R
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L
D
E
V
I
C
E
S
A
N
D
CITY
S
T
A
N
D
A
R
D
S
.
22.THE
C
O
N
T
R
A
C
T
O
R
M
U
S
T
O
B
T
A
I
N
A
P
E
R
M
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T
F
R
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M
T
H
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B
U
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L
D
I
N
G
DEPAR
T
M
E
N
T
F
O
R
A
N
Y
W
A
L
L
S
GRE
A
T
E
R
T
H
A
N
4
'
I
N
H
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G
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T
C
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T
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H
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P
R
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T
.
A
L
L
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L
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C
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D
W
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T
H
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N
THE
P
R
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J
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C
T
M
U
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B
E
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R
T
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F
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L
ACC
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V
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3
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---------------------------
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-
-
-
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-
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-
-
-
-
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-
-
-
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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-
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TOTAL STORAGE
R
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6
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2
5
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TOTAL STORAGE
P
R
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D
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D
:
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8
,
1
6
0
C
F
1
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
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PROJECT
CHECKED
D B A
#
2
3
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
OVERALL DRAINAGE PLAN
YELLOWSTONE RESORT
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TOC: 4846.97TOC: 4847.20TOC: 4847.20TOC: 4847.20TOC: 4846.89 TOC: 4847.22TOC: 4847.22TOC: 4847.21TOC: 4846.91 TOC: 4847.24TOC: 4847.23TOC: 4847.23TOC: 4846.93 TOC: 4847.25TOC: 4847.25TOC: 4847.25TOC: 4846.94 TOC: 4847.27TOC: 4847.27TOC: 4847.26TOC: 4846.96 TOC: 4847.29TOC: 4847.28TOC: 4847.28TOC: 4846.9
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TOC: 4846.24TOC: 4846.23TOC: 4846.22TOC: 4846.46 TOC: 4846.29TOC: 4846.28TOC: 4846.27TOC: 4846.50 TOC: 4846.34TOC: 4846.33TOC: 4846.32TOC: 4846.54 TOC: 4846.39TOC: 4846.38TOC: 4846.37TOC: 4846.57 TOC: 4846.44TOC: 4846.43TOC: 4846.42TOC: 4846.61 TOC: 4846.49TOC: 4846.48TOC: 4846.47TOC: 484
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1
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4845
48
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4845
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48454845 4847
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4846 TOC: 4846.47TOC: 4846.
4
8
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5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
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PROJECT
CHECKED
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#
2
3
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Idaho Falls, ID 83402
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R
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I
M
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O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
GRADING PLAN WEST- RV SLIPS
YELLOWSTONE RESORT
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TOC: 4847.34TOC: 4847.24TOC: 484
7
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TOC: 4847.20TOC: 4847.10TOC: 4846.90TOC: 4846.78 TOC: 4847.06TOC: 4847.01TOC: 4846.73TOC: 4846.62
0
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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A
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Y
N
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F
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
GRADING PLAN EAST - RV SLIPS
YELLOWSTONE RESORT
REXBURG, IDAHO2
5
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.
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
ID-2880-2101
CJF
TLM
JBF
11/19/2021
DETAILS & ADA RAMPS
YELLOWSTONE RESORT
REXBURG, IDAHO2
6
C
.
8
.
0
6"
1
'
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0
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NO.4 REINF. RODSSECTION 3,600 PSI CONCRETE6" A.B.C.1% SLOPE TO FRONT7"2"NO.4 REINF. RODS12" O.C. BOTH WAYS 20'24'6"12"12"
VARIES3' MIN"1 3/8"3" MIN.
9"9
"
SMOOTH SLOPEDMORTAR CAP PAINTEDASPHALT PAVEMENTOR CONCRETE WHEREOCCURS SEE PLAN 6" DIA. STANDARD STEELPIPE FILLED WITH CONCRETEAND PAINTED YELLOW18" DIA. CONCRETEFOOTING(2) #6 BARS 12" LONGEACH WAY WELD TO PIPE CAP TOP OF POST3/8"X3 1/2"CADMIUM PLATEDHEX HEAD BOLT WITHFLAT LOCK WASHERAND NUT6'-0"4"18"6"12"
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THEREFORE, REQUIRE JOINTS SEALERS OR UNDER-DRAINS.MATERIAL SPECIFICATIONS:PORTLAND CEMENT CONCRETE: 4,000 PSI CONCRETE WITH A MODULUS OF RUPTUR
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SHALL BE PER TABLE 1, ISPWC.- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADECOMPETENCY AT THE TIME OF CONSTRUCTION PCCP PAVEMENT SECTION SUMMARYPORTLAND CEMENTCONCRETE PAVEMENT6.0 INCHESCRUSHED AGGREGATE BASE4.0 INCHESSTRUCTURAL SUBBASENOT REQUIREDCOMPACTED SUBGRADESEE PAVEMENT SUBGRADEPREPARATION SECTIONNOTES:FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORTPREPARED BY ATLAS, FILE NUMBER B210329G AND DATED 02/19/2021 PC FLEXIBLE PAVEMENT SECTION SUMMARYCLASSIFICATIONMODERATE DUTYASPHALTIC CONCRETE3.0"CRUSHED AGGREGATE BASE6.0"STRUCTURAL SUBBASE14.0"SUBGRADE PREPARATION (MAXLIFT PER GEOTECHNICALREPORT)SEE PAVEMENT SUBGRADEPREPARATION SECTIONNOTES:FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORTPREPARED BY ATLAS, FILE NUMBER B210329G AND DATED 02/19/2021 MATERIAL SPECIFICATIONS:ASPHALTIC CONCRETE: ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE I
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810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED I
N
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E
WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY
C
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.
AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CR
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AGGREGATE MATERIALSSTRUCTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WI
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REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL
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THE GEOTECHINCAL REPORT (PREPARED BY ATLAS DA
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02/19/2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAM
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THAN 23 THE COMPONENT THICKNESS. GRADATION AND
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REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TAB
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
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#
2
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2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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11/19/2021
RV SLIP DETAILS
YELLOWSTONE RESORT
REXBURG, IDAHO2
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REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
P
A
G
E
C
PROJECT
CHECKED
D B A
#
2
3
4
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
P
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
EROSION CONTROL
YELLOWSTONE RESORT
REXBURG, IDAHO2
8
C
.
9
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LEGENDSILT FENCE SEE DETAIL THIS SHEETSFSFCONSTRUCTION FENCEINLET PROTECTION SEE DETAIL THIS SHEETSTABILIZED CONSTRUCTION ENTRANCE SEE DETAILTHIS SHEET PROPERTY BOUNDARYLIMITS OF DISTURBANCEPORTABLE TOILET CONTAINMENTJOBSITE DUMPSTERCONCRETE WASHOUT AREA DIRECTION OF EXISTING OVERLAND FLOW LODLODINSTALL TEMPORARY INLET PROTECTION AT STORM DRAININLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVEDREGULARLY(FOR EXISTING AND PROPOSED INLETS)STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 ATENTRANCES AS SHOWN.CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68PROVIDE DUST CONTROL FOR ENTIRE SITE.CONCRETE WASHOUT AREA APPROXIMATE QUANTITY SUMMARYLINEAR FIBER ROLL-SILT FENCE1,755 LFCONSTRUCTION FENCE-EARTH DIKE & DRAINAGESWALE-RIP RAP-HYDROSEEDING-STABILIZED CONSTRUCTIONENTRANCE3STABILIZED STAGING AREA2CONCRETE WASH OUT2SEDIMENT BASIN-WHEEL WASH-INLET PROTECTION168CHECK DAM-LIMITS OF DISTURBANCE±22.8 ACPROJECT ACRES±32 AC123451) BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR
A
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E
A
W
I
L
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B
E
DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR C
O
N
S
T
R
U
C
T
I
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N
.
2) IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMIN
G
F
L
O
W
F
R
O
M
OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRU
C
T
U
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S
.
3) FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOC
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DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE.6) CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATI
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NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WA
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OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE
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9) DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STO
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10) THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY A
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11) CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRA
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DRAWING INFO
DATE
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E W
S
E W SEWS
E W
S
E W
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E W
S
E W S E W S E W SEWS
E W
S
E W S
E W
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E W
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E W S
E W
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E W SEWSEWSEWSEWSEWSEWSEWSEWSEWSEWSEWS E W S
E W
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E W SEWS
E W
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E W
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E W
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E W
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E W
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E W
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E W SEWS
E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W
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E W SEWSEWSEWSEWSEWSEWSEWS
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E W
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E W
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A6A7A8A9A10A11A12A13A14
A
1
5
A
1
6
A
1
7
A
1
8
A
1
9
A
2
0
B6B7B8B9B10B11B12
B
1
3
B
1
4
B
1
5
B
1
6
B
1
7
B
1
8
B
1
9
C6C7C8C9C10C11C12
C
1
3
C
1
4
C
1
5
C
1
6
C
1
7
C
1
8
C
1
9
D6D7D8D9D10D11D12
D
1
3
D
1
4
D
1
5
D
1
6
D
1
7
D
1
8
D
1
9
E2E3E4E5E6
E
7
E
8
E
9
E
1
0
E
1
1
E
1
2
E
1
3
F4F5F6F7F8F9F10F11F12
F
1
3
F
1
4
F
1
5
F
1
6
F
1
7
F
1
8
F
1
9
F
2
0
F
2
1
F
2
2
E W S WWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWW
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
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W
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W
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W
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W
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S
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S
S
W
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S
S
W
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S
W
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SS SSWWSS SSWWSS SSWWSSWW SSWWSSSSWWSSSSWWSSSS
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W
W
W
W
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W
W
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W
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SS
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SSW SSW SSW SSW SSW SSW SSW SS
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SS SSWWSS SSWWSS SSWWSS SSWWSS SSWWSS SSWWSS SSWWSS SS
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1
5
REVISIONS
REV #DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
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P
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PROJECT
CHECKED
D B A
#
2
3
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ID-2880-2101
CJF
TLM
JBF
11/19/2021
LANDSCAPE PLAN
YELLOWSTONE RESORT
REXBURG, IDAHO3
0
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