HomeMy WebLinkAboutSITE PLANS CIVIL - 14-00529 - 18 N 2nd E - Mountain America Credit Union(SEC. 20, T. 6 N., R. 40 E.B.M.)
SITE PLAN FOR:
PROJECT LOCATION
MOUNTAIN AMERICA
SHEET C1.1 COVER SHEET
SHEET C1.2 GENERAL LAYOUT
SHEET C1.3 GRADING
SHEET C1.4 UTILITY PLAN
SHEET C1.5 DETAILS
SHEET C1.6 DETAILS
REXBURG, IDAHO
PROJECT LOCATION
City of Rexburg
Date:
Harper-Leavitt Engineering, Inc.
Date:
APPROVAL SIGNATURES:
ORIGINAL STAMP
B.LUKE JOLLEY
DATE ORIGINAL SIGNED
11/12/2014
ON FILE AT :
HARPER LEAVITT ENGR.
C1
1 1
1
1
1
11
1
2
2
3
3 3
3
4
4
5
5
5 5
6
6
6
6
6
7
7
89
10
10
MAIN STREETN 2ND EAST S9.00
24.00 23.98
20.00
30.00
6.07
24.55
11.10
10.94 10.94
5.73
49.04
29.05
CONTROL PT #1
FND BRAS CAP
NORTHING: 787283.34
EASTING: 758768.57
ELEVATION: 4876.49
CONTROL PT #2
5/8" IRON ROD PLS 12222
NORTHING: 787514.33
EASTING: 758767.90
ELEVATION: 4876.62
CONTROL PT #3
5/8" IRON ROD PLS 12222
NORTHING: 787515.33
EASTING: 759015.32
ELEVATION: 4877.62
25.02
1
:231.00'6
:
412.50'
1
(
195.50'6
(165.00'L8C6L9C7C8L10 C9 L11L12
L13C10
L14
C11L15 L16
L17C12
L18
L19
C13
L20C14
L21
L22L23C15
L24C16
TBC ALIGNMENT 1
TBC ALIGNMENT 2
TBC ALIGNMENT 3
TBC ALIGNMENT 4
TBC ALIGNMENT 5
6
6
PROPOSED BUILDING
FF = 4879.00
3313 SQ. FT.
TYPE = V-B
MAX HEIGHT = 30'
7
5
7 7
2
2 2
13
16
L1L2L3L4
C2C
3
C4
1616 16161616
16
16
16
17
1
1
18
1818
18
18 18
14 14
14
14
1
1
SITE NOTES:
INSTALL LIP DOWN CURB AND GUTTER PER DETAIL
SHEET C1.5
INSTALL CONCRETE SIDEWALK PER CITY OF REXBURG
STANDARD
4" WIDE YELLOW PARKING TYP.
RETAIN AND PROTECT EXISTING ASPHALT
RETAIN AND PROTECT EXISTING CURB AND GUTTER
AND SIDEWALK
LANDSCAPING SEE LANDSCAPE PLANS FOR DETAILS
INSTALL COMMERCIAL ACCESS AND VALLEY GUTTER
PER ISPWC SD-708
DUMPSTER LOCATION SEE ARCHITECTURAL PLANS
FOR DETAILS
INSTALL ADA COMPLIANT ACCESS RAMP PER DETAIL
SHEET C1.5
INSTALL CURB TERMINOUS PER ISPWC SD-707
INSTALL INTEGRAL SIDEWALK PER DETAIL SHEET C1.5
PROPOSED TRANSFORMER LOCATION SEE ELECTRICAL
6" X 6" VERTICAL ASPHALT CURB
INSTALL ADA RAMP PER ADA STANDARD
INTALL 6" CONCRETE PAD SEE ARCHITECTURAL PLAN
FOR ISLAND DETAILS
REMOVE EXISTING COMMERCIAL/RESIDENTIAL
APPROACH
APPROXIMATE INTERMOUNTAIN GAS CONNECTION
INSTALL CATCH CURB AND PER PER ISPWC SD-701
3
2
9
5
6
8
1
4
7
10
16
11
12
13
14
15
17
18
Curve #
C1
L1
C2
L2
C3
L3
C4
L4
Radius
5.00
9.50
20.51
2.57
Length
7.83
6.34
14.92
24.28
30.79
84.88
7.93
17.01
Chord Direction
1
(
1
:
1
:
6
:
Start Point
(787264.35,758889.90)
(787269.35,758894.88)
(787275.68,758894.88)
(787285.18,758885.38)
(787285.18,758861.09)
(787304.19,758840.56)
(787389.07,758840.44)
(787389.05,758835.30)
End Point
(787269.35,758894.88)
(787275.68,758894.88)
(787285.18,758885.38)
(787285.18,758861.09)
(787304.19,758840.56)
(787389.07,758840.44)
(787389.05,758835.30)
(787372.04,758835.35)
Curve #
L8
C6
L9
C7
Radius
3.00
5.00
Length
16.50
4.71
19.86
7.87
Chord Direction
1
:
6
:
Start Point
(787371.77,758782.86)
(787388.27,758782.79)
(787391.26,758779.78)
(787391.18,758759.92)
End Point
(787388.27,758782.79)
(787391.26,758779.78)
(787391.18,758759.92)
(787386.15,758754.93)
Curve #
C8
L10
C9
L11
L12
L13
C10
L14
C11
L15
L16
L17
C12
L18
Radius
5.00
3.00
3.00
3.01
3.00
Length
7.83
19.87
4.71
18.03
64.00
17.00
4.71
2.04
4.67
17.00
63.96
20.01
4.71
42.10
Chord Direction
6
(
1
(
6
(
1
(
6
(
Start Point
(787421.14,758754.76)
(787416.18,758759.77)
(787416.26,758779.64)
(787419.27,758782.63)
(787437.30,758782.56)
(787437.57,758846.56)
(787420.57,758846.63)
(787417.59,758849.64)
(787417.59,758851.68)
(787420.61,758854.63)
(787437.61,758854.60)
(787437.85,758918.56)
(787417.84,758918.64)
(787414.85,758921.66)
End Point
(787416.18,758759.77)
(787416.26,758779.64)
(787419.27,758782.63)
(787437.30,758782.56)
(787437.57,758846.56)
(787420.57,758846.63)
(787417.59,758849.64)
(787417.59,758851.68)
(787420.61,758854.63)
(787437.61,758854.60)
(787437.85,758918.56)
(787417.84,758918.64)
(787414.85,758921.66)
(787415.08,758963.76)
Curve #
L19
C13
L20
Radius
3.00
Length
35.61
4.71
7.61
Chord Direction
6
:
Start Point
(787390.01,758963.87)
(787389.90,758928.26)
(787386.89,758925.27)
End Point
(787389.90,758928.26)
(787386.89,758925.27)
(787379.28,758925.31)
Curve #
C14
L21
L22
L23
C15
L24
C16
Radius
3.00
3.00
4.99
Length
4.71
17.01
64.00
17.00
4.71
26.45
7.83
Chord Direction
6
(
6
:
6
(
Start Point
(787365.94,758925.36)
(787362.96,758928.37)
(787363.03,758945.38)
(787299.03,758945.65)
(787298.96,758928.65)
(787295.94,758925.67)
(787269.49,758925.88)
End Point
(787362.96,758928.37)
(787363.03,758945.38)
(787299.03,758945.65)
(787298.96,758928.65)
(787295.94,758925.67)
(787269.49,758925.88)
(787264.55,758930.90)
BASIS OF BEARING
CITY OF REXBURG CONTROL
BENCHMARK
DATE
SHEETS
DRAWN BY
JOB NO:
REVISIONS
DATE:
OF
SHEET NO.
DESIGN BY
BLJ
NOVEMBER 12, 2014
GENERAL LAYOUTC1.2
C1.6
CHECK BY
REXBURG, IDAHOMOUNTAIN AMERICABDJ BDJ
2014.2859
SOUTH WEST PROPERTY CORNER
FOUND BRASS CAP ELEVATION = 4876.49
PARKING SPACES REQUIRED (1 PER 300 SQ. FT.)= 11 SPACES
PARKING SPACE AVAILABLE = 26 SPACES
2 ADA SPACES
PARKING REQUIRMENTS
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
8" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2.5" DEPTH ASPHALT PLANT MIX
GENERAL NOTES :
1. ALL ON-SITE IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT CITY OF
REXBURG ENGINEERING STANDARD SPECIFICATIONS
AND STANDARD DRAWINGS OR ISPWC MOST CURRENT
EDITION WHICHEVER IS MORE STRICT.
2. ALL EXISTING COMMERCIAL/RESIDENTIAL
APPROACHES ARE TO BE REMOVED AND REPLACED TO
MATCH EXISTING CITY OF REXBURG TYPICAL SECTION
AND STAMDARDS.
TOTAL STORAGE REQUIRED
(0.78)(0.90 IN/HR)(0.74 ACRES) = 0.52 CFS
(0.52)(3600) = 1,871 CU. FT.
FRENCH DRAIN CAPACITY = 1,200 CU. FT.
24" UNDERGROUND DETENTION SYSTEM = 625 CU. FT.
12" ADS STORM PIPE IN SYSTEM = 170 CU. FT.
STORAGE AVAILABLE = 1,995 CU. FT.
STORM WATER REQUIREMENTS
SNOW STORAGE REQUIREMENTS
SNOW WILL BE STORED ALONG THE NORTH AND EAST SIDES OF THE
PROPERTY.
SNOW IS REQUIRED TO BE STORED OUTSIDE CITY OF REXBURG RIGHT OF
WAY.
TBC ALIGNMENT 1 TBC ALIGNMENT 2 TBC ALIGNMENT 3 TBC ALIGNMENT 4 TBC ALIGNMENT 5
LEGEND
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
PROPOSED FRENCH DRAIN
EXIST. CURB & GUTTER
PROPERTY LINE
STREET CENTERLINE
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
EXIST. FENCE LINE
PROPOSED UNDERGROUND POWER
EXISTING UNDERGROUND GAS
EXIST. SANITARY SEWER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
EXIST. WATERLINE
EXIST. SANITARY SEWER SERVICE
EXIST. WATER SERVICE
EXISTING OVERHEAD POWER
EXISTING GAS SERVICE
GRADE BREAK
EXISTING STORM DRAIN LINE
PROPOSED STORM DRAIN LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROJECT BOUNDARY
PROPOSED ASPHALT
STORM WATER SWALE AREA/LANDSCAPE
EXISTING ASPHALT
PROPOSED CONCRETE
ORIGINAL STAMP
B.LUKE JOLLEY
DATE ORIGINAL SIGNED
11/12/2014
ON FILE AT :
HARPER LEAVITT ENGR.
-2.00%-3.95%-3.39%
-2.3
6
%-2.01%-2.36%
-1
.
4
1
%-2.79%-2.12
%
-1.96%
-3.80%
-3.11%
-
2
.
3
0%-2.10%-2.41
%-
1
.
9
1%
-2
.
7
3
%-3.34%PROPOSED BUILDING
FF = 4879.00
3313 SQ. FT.
TYPE = V-B
MAX HEIGHT = 30'
-2.07%-2.00%-3.86%
DATE
SHEETS
DRAWN BY
JOB NO:
REVISIONS
DATE:
OF
SHEET NO.
DESIGN BY
BLJ
GRADING PLANC1.3
C1.6
CHECK BY
REXBURG, IDAHOMOUNTAIN AMERICABDJ BDJ
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
8" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2.5" DEPTH ASPHALT PLANT MIX
LEGEND
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
PROPOSED FRENCH DRAIN
EXIST. CURB & GUTTER
PROPERTY LINE
STREET CENTERLINE
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
EXIST. FENCE LINE
PROPOSED UNDERGROUND POWER
EXISTING UNDERGROUND GAS
EXIST. SANITARY SEWER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
EXIST. WATERLINE
EXIST. SANITARY SEWER SERVICE
EXIST. WATER SERVICE
EXISTING OVERHEAD POWER
EXISTING GAS SERVICE
GRADE BREAK
EXISTING STORM DRAIN LINE
PROPOSED STORM DRAIN LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROJECT BOUNDARY
PROPOSED ASPHALT
STORM WATER SWALE AREA/LANDSCAPE
EXISTING ASPHALT
PROPOSED CONCRETE
NOVEMBER 12, 2014
2014.2859
ORIGINAL STAMP
B.LUKE JOLLEY
DATE ORIGINAL SIGNED
11/12/2014
ON FILE AT :
HARPER LEAVITT ENGR.
FIELD VERIFY
24" INV: 4864.97
4" INV: 4866.97
CB #1
GRATE: 4876.65
INV OUT: 4873.15
CB #2
GRATE: 4876.32
INV IN: 4872.92
INV OUT: 4872.82
CB #3
GRATE: 4875.83
INV OUT: 4872.33
FD #1
GRATE: 4876.00
12" INV IN: 4872.72
24" INV OUT: 4870.72
INSTALL 104 LF OF 12" ADS
N 12 STORM PIPE @ 0.22%INSTALL 47 LF OF 12" ADS
N 12 STORM PIPE @ 0.22%
INSTALL 119 LF OF 24" ADS
N 12 STORM PIPE @ 0.04%
200-01
100-01
300-01 300-01
300-01
300-02
300-02
PROPOSED BUILDING
FF = 4879.00
3313 SQ. FT.
TYPE = V-B
MAX HEIGHT = 30'
300-03
300-04
FD #2
GRATE: 4876.46
12" INV IN: 4872.26
24" INV OUT: 4870.26
INSTALL 30 LF OF 12" ADS
N 12 STORM PIPE @ 0.22%
200-01
100-01
UTILITY NOTES:
INSTALL 1.5" WATER SERVICE WITH
INTERIOR METER PER CITY OF REXBURG
STANDARD
INSTALL 4" SANITARY SEWER SERVICE PER
CITY OF REXBURG STANDARD
INSTALL AREA STYLE CATCH BASIN PER
DETAIL SHEET C1.5
INSTALL FRENCH DRAIN PER DETAIL
SHEET C1.5
INSTALL PERFORATED UNDERGROUND
STORM WATER SYSTEM PER DETAIL SHEET
C1.6
INSTALL 4" ROOF DRAIN SEE PLUMBING
PLANS FOR CONNECTION LOCATION
NSTALL BUBBLE UP STYLE CATCH BASIN
300-01
300-02
300-03
300-04
DATE
SHEETS
DRAWN BY
JOB NO:
REVISIONS
DATE:
OF
SHEET NO.
DESIGN BY
BLJ
UTILITY PLANC1.4
C1.6
CHECK BY
REXBURG, IDAHOMOUNTAIN AMERICABDJ BDJ
LEGEND
EXIST. FIRE HYDRANT
EXIST. SANITARY SEWER MANHOLE
PROPOSED FRENCH DRAIN
EXIST. CURB & GUTTER
PROPERTY LINE
STREET CENTERLINE
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
EXIST. FENCE LINE
PROPOSED UNDERGROUND POWER
EXISTING UNDERGROUND GAS
EXIST. SANITARY SEWER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
EXIST. WATERLINE
EXIST. SANITARY SEWER SERVICE
EXIST. WATER SERVICE
EXISTING OVERHEAD POWER
EXISTING GAS SERVICE
GRADE BREAK
EXISTING STORM DRAIN LINE
PROPOSED STORM DRAIN LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROJECT BOUNDARY
PROPOSED ASPHALT
STORM WATER SWALE AREA/LANDSCAPE
EXISTING ASPHALT
PROPOSED CONCRETE
NOVEMBER 12, 2014
2014.2859
ORIGINAL STAMP
B.LUKE JOLLEY
DATE ORIGINAL SIGNED
11/12/2014
ON FILE AT :
HARPER LEAVITT ENGR.
DATE
SHEETS
DRAWN BY
JOB NO:
REVISIONS
DATE:
OF
SHEET NO.
DESIGN BY
BLJ
DETAILSC1.5
C1.6
CHECK BY
REXBURG, IDAHOMOUNTAIN AMERICABDJ BDJ
CONC WALK
6"SLOPE
#4 BARS CONT (TYP)
ASPHALT PAVING
1'-6"
5'
2% SLOPE
4"
1 1/2"
2"
6"
4" OF 3/4" CRUSHED GRAVEL
INTEGRAL SIDEWALK
6"
PLANTING AREA
(NTS)
NOTES:
INTEGRAL SIDEWALK 2%
5'
A. APPROACH TO CONFORM TO THE LATEST A.D.A. STANDARS
B. INSTALL EXPANSION JOINT AT TIP OF APPROACH WINGS AND WHERE SIDEWALK CHANGES THICKNESS
C. BASE TO BE A 4" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE PER SECTION - 802.
D. APPROACH THROAT WIDTHS SET BY POLICY AND APPLICATION. ALL CONCRETE TO BE 6" THICK FROM
TIP OF WING TO TIP OF WING UP TO THE EXPANSION JOINT. WHEN SIDEWALK IS SEPARATE FROM CURB
THE SIDEWALK IMMEDIATELY BEHIND THE APPROACH THROAT SHALL BE 6" THICK ALSO.
E. ALL CONCRETE SHALL BE CLASS 4000 PER SECTION 703.
PEDESTRIAN RAMP DETAIL
SECTION A-AAA
(NTS)
4" OF 3/4" ROAD BASE
AND GUTTER
CONCRETE CURB8 3/8"
FINISH
5 3/4"7"1'-0 3/4"GRADE
6 3/4 "
PAVING
2'-0"
2 3/8"
1'-6"
SLOPE
6"
1'-3 5/8"
LIP DOWN CURB & GUTTER
WITH 95% COMPACTION
(NTS)6' Max.FRENCH DRAIN
4' Min.8"1'8'
SWALE SLOPE (VARIES)SWALE SLOPE (VARIES)
6" Dia. Blockout in Floor
(NTS)
8" Thick
Reinforced
Concrete Base
With 2" Holes Place Drainage
Geotextile Class 2 In
Excavation Prior to
Rock Installation
Place Drainage
Geotextile Class 2 In
Excavation Prior to
Rock InstallationCoarse Rock Backfill
2" Min. - 6" Max.
2 Layers of 6 Mil
Plastic Sheeting Bet.
Pit Run Gravel &
Coarse Rock Bkfl.
Reinforced Lid (HS
25 Loading)
Standard Cast Iron
Ring and Grate and
Frame As Required
Common Backfill
Material
Topsoil
Perforated Precast
Concrete Barrel
Sections
(NTS)
6"6"
4" OF 3/4" CRUSHED GRAVEL
PROOF ROLL SUBBASE
SECTION
3'-0"
AREA STYLE CATCH BASIN
12" MIN FOR SUMP
SLOPE
STANDARD SIZE "A" GRATE
PLAN VIEW
5' MIN WALL0.22% SLO
P
E
DIA.12" MIN. FLEXIB
L
E
CONNE
C
T
I
O
N
#4 BARS @ 12" O.C EACH WAY
SLOPE
6" DIA DRAIN HOLE
CONCRETE COLLAR
NOVEMBER 12, 2014
2014.2859
ORIGINAL STAMP
B.LUKE JOLLEY
DATE ORIGINAL SIGNED
11/12/2014
ON FILE AT :
HARPER LEAVITT ENGR.
DATE
SHEETS
DRAWN BY
JOB NO:
REVISIONS
DATE:
OF
SHEET NO.
DESIGN BY
BLJ
DETAILSC1.6
C1.6
CHECK BY
REXBURG, IDAHOMOUNTAIN AMERICABDJ BDJ
AA
1.00'
AA
1.00'
NOVEMBER 12, 2014
2014.2859
ORIGINAL STAMP
B.LUKE JOLLEY
DATE ORIGINAL SIGNED
11/12/2014
ON FILE AT :
HARPER LEAVITT ENGR.