HomeMy WebLinkAboutLOT LAYOUT PLAN 7.07.2021 - 21-00511 - 1076 S 12th W - Iron Horse RV Dealershipsssssssssssssssssssssssssssssssssssss
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22'
161.7'
15'
PUE
R
4
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5
'R5.5'R5.5'R9.5
'R2.5'R2.5
'
R2.5'
R
4
.
5
'
R19.3'R2.5'R2.5'R2
0
'
15'
PUE
R
5
'
15'265'6'269.5'99'35'
50'4'17'
167'100'175'
242.6'
30.8'53.6'40'40'7'31.9'342.9'113.6'
198.7'1227'9.5'
20.5'
34'
30'9'TYP20'
TYP
135.6'65.3'375.7'
20.5'9.5'
242.6'
50'
5'
147.7'98.6'54'
19'
24'12'7.1'59.3'5'36'
PUE/CAE
6'
6'
3'9'TYP20'
TYP
5'7'6'
62'54'46'43.3'7.3'13.3'7.3'43.3'91.7'16.5'4'16.5'
3'
21.4'
7.
8
'8'6.7'8'14'15'
7.7'
22'
TYP9'TYP4.2'90.7'20'3'4.2'15'12.5'71.9'
4
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2
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14.5'
24'12'33.5'36'562.3'REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALECONSTRUCTION SETwww.horrocks.comPAGE PROJECTCHECKED#2194 Snake River Parkway, Suite 205Idaho Falls, ID 83402(208) 522-1223ID-2676-2009LTSCJFCJF05/10/2021SITE PLAN - CENTRALBV IRON HORSE I REXBURG, IDAHO8
C.3.2HORRO
C
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SEN
G I N E E R SN
0 30'60'
SCALE: 1" = 30'
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PROPOSED
BUILDING
±17,500 SFRV SALES
LOT
22
SITE PLAN- NORTH
MATCH LINE
SITE PLAN- CENTRAL
SITE PLAN- CENTRAL
MATCH LINE
SITE PLAN- SOUTH 12TH STREETLOT 5
09
PRIVATE DRIVE
PRIVATE DRIVE10
2123
C.3.1
3
C.3.1
5
18
15
15
15
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15 15 15
24
CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS
ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE
NOTED
ADA HANDICAP SIGN SEE DETAIL 2 THIS SHEET
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 THIS SHEET
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
HEAVY DUTY ASPHALT, SEE SHEET C.3.0
ALL STRIPING PER MUTCD STANDARDS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION
SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS
FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C)
ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS
INSTALL CRUSHED AGGREGATE BASE AND STRUCTURAL SUBBASE PER FLEXIBLE
PAVEMENT SUMMARY
INSTALL PAVERS PER LANDSCAPE PLANS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL SECTION 5 SEE
DETAIL 3 SHEET C.3.1
LANDSCAPED AREA, SEE LANDSCAPE PLAN
CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5" FLAT PAN CURB
INSTALL RV DUMP STATION
PROPOSED POWER POLE LOCATION
INSTALL CRUSHED AGGREGATE BASE PER FLEXIBLE PAVEMENT SUMMARY
INSTALL RIBBON CURB PER DETAIL 7 SEE SHEET C.3.1
INSTALL MOUNTABLE CURB PER ISPWC SD-701B
SITE PLAN KEY NOTES:
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06/21/21
s wwwwwwtoetoetoetoetoetoePP
10+0011+00SSS SSSSSSSSS SSSSSSS
SSSSSSSSsSD0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
0+00BP: 0+00.0017+00pp
PP
2.0%4849
4850 484948504
8
5
0 0.4%2
.
2%2.0%TBC: 4850.11
DEP TBC: 4849.72
DEP TBC: 4849.78
TBC: 4850.31
TBC: 4850.41
TBC: 4850.55
DEP TBC: 4849.99
DEP TBC: 4850.03
TBC: 4850.40
TOC: 4850.22
TOC: 4850.29
TOC: 4850.08
TOC: 4849.84
TOC: 4850.47
TOC: 4850.55
TBC: 4850.57
TBC: 4849.92
1.6%2.0%2.0%2.0%2.0%2.2
%2.1%2.1%2.0%
2.0%
TBC: 4850.45TBC: 4849.42TBC: 4849.22TBC: 4849.38
TOA:4848.86 TOA:4848.31
TBC: 4848.83
TOA:4850.10
TOA:4850.12
TOA:4849.50
TOA:4850.02
TOA:4848.96
484
9
484
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4849
48484849484948494848
4847
4848
4849
4850
4850484748484850484848
4
9
48481+00 2+00 3+00 4+00 5+00 6+00 7+00
1+004849.234848.322+004848.714848.023+004849.134849.014+004849.564849.015+004849.984849.276+004850.404849.517+004850.184849.82STA: 1+82.90 (0.00, )SSMH - 1RIM: 4848.80INV OUT: 4844.65 - 8" (E)288.48' of 8" S.S. @ 0.60%STA: 4+71.38 (0.00, )SSMH - 2RIM: 4849.86INV IN: 4842.92 - 8" (W)INV OUT: 4842.82 - 8" (E)231.09' of 8" S.S. @ 0.40%STA: 7+02.47 (0.00, )SSMH - 3RIM: 4850.24INV IN: 4841.90 - 8" (W)INV IN: 4841.73 - 10" (S)INV OUT: 4841.73 - 10" (N)STA = 2+00.00
T.O.W. = 4842.47
STA = 4+86.01
T.O.W. = 4841.58 STA = 7+47.75T.O.W. = 4844.64STA: 2+68.202" WATER SERVICE (LT)STA: 4+61.312" WATER SERVICE (LT)STA: 4+81.312" WATER SERVICE (LT)STA: 2+63.206" FIRE SERVICE (LT)STA: 4+56.316" FIRE SERVICE (LT)STA: 4+86.316" FIRE SERVICE (LT)STA: 0+88.952" WATER SERVICE (RT)STA: 5+41.932" WATER SERVICE (RT)STA: 0+93.946" FIRE SERVICE (RT)STA: 5+36.936" FIRE SERVICE (RT)STA: 2+39.246" SS SERVICE (LT)STA: 4+44.316" SS SERVICE (LT)STA: 4+98.386" SS SERVICE (LT)STA: 1+89.906" SS SERVICE (RT)STA: 5+25.006" SS SERVICE (RT)↕ 4.15' (SS)
↕ 7.03' (SS)↕ 8.51' (SS)STA: 6+51.338" x 6" WATER TEESTA: 7+42.548" GATE VALVESTA: 7+47.758" x 12" WATER TEE8" WATER MAIN
8" WATER MAIN
Station
PRIVATE_DR-1 PROFILE
Elevation4830
4840
4850
4860
0+00
4830
4840
4850
4860
8+00 REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALECONSTRUCTION SETwww.horrocks.comPAGE PROJECTCHECKED#2194 Snake River Parkway, Suite 205Idaho Falls, ID 83402(208) 522-1223ID-2676-2009LTSCJFCJF05/10/2021PRIVATE PPBV IRON HORSE IREXBURG, IDAHO21
C.5.6HORRO
C
K
SEN
G I N E E R S0 30'60'
SCALE: 1" = 30'
N
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
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STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS
SHEET
INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
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MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
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GENERAL NOTES:
1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES
2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT
EXISTING SANITARY SEWER DURING CONSTRUCTION.
3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP
OR APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER
PIPE TYPES WHERE SPECIFIED.
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PRIVATE DRIVE74
SITE PLAN KEYNOTES
INSTALL CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG
STANDARDS
INSTALL ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN
UNLESS OTHERWISE NOTED
INSTALL ADA HANDICAP SIGN SEE DETAIL 2 SHEET C.3.1
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL 1.5' FLATPAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709,
SD-714, SD-714A & SD-714B
INSTALL MODERATE DUTY ASPHALT, SEE SHEET C.3.0
INSTALL ALL STRIPING PER MUTCD STANDARDS
INSTALL SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT
SECTION SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR
DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND
ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE
LOCATION (SIGNS N.I.C)
INSTALL ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS
FOR DETAILS
INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT)
INSTALL PAVERS PER LANDSCAPE PLANSS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL
SECTION 5
LANDSCAPED AREA, SEE LANDSCAPE PLAN
INSTALL CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3
TO 1.5' FLAT PAN & CURB & GUTTER
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C.3.1
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06/21/21