HomeMy WebLinkAboutINFRASTRUCTURE PLAN & LANDSCAPE Rev. (1) 08.16.21 - 21-00488 - Denny's - 585 N 2nd E - New Commercial Bldg<12''SD <12''SD
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6''W 6''W 6''W 6''W 6''W
4''SS>4''SS>4''SS>4''SS>4''SS>
1''LW 1''LW 1''LW 1''LW
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N89°48'50"E 360.41'
S0
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N0
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01 EXIST. SANITARY SEWER
02 EXIST. SANITARY SEWER MANHOLE
03 EXIST. WATER LINE
04 EXIST. FIRE HYDRANT
05 EXIST. WATER VALVE
06 EXIST. WATER METER & SERVICE LINE, ABANDON IN
PLACE
07 EXIST. LIGHT POLE, RETAIN & PROTECT
08 EXIST. POWER POLE, RETAIN & PROTECT
09 EXIST. TRANSFORMER, RETAIN & PROTECT
10 NEW BUILDING; RE: ARCH PLANS
11 NEW 4" SANITARY SEWER SERVICE; RE: MECH PLANS
FOR CONNECTION
12 NEW 4" TRAFFIC RATED SEWER CLEANOUT
13 1500 GALLON TRAFFIC RATED GREASE TRAP
14 NEW INLET BOX; RE: B5/SHEET C-04
15 NEW 4' CONCRETE CROSS DRAIN; RE: CITY OF
REXBURG STANDARD DRAWING 7
16 NEW FLAT CURB & GUTTER; RE: A1/SHEET C-04
17 NEW COMBINATION CURB & SIDEWALK;
RE: A4/SHEET C-04
18 NEW SIDEWALK; RE: A3/SHEET C-04
19 NEW ADA RAMP; RE: B3/SHEET C-04
20 4" YELLOW PAVEMENT MARKING
21 ASPHALT PAVEMENT; RE: C1/SHEET C-04
22 NEW DUMPSTER PAD/ENCOLSURE; RE: ARCH PLANS
23 ADA PARKING PAVEMENT MARKINGS
24 12" PVC STORM DRAIN
25 EXIST. SIDEWALK, RETAIN & PROTECT
26 RADIO READ 2-INCH WATER METER; RE: CITY OF
REXBURG STANDARD DRAWING 14
27 REMOVE EXIST. PAVEMENT
28 NEW SIGN; RE: ARCH PLANS
29 NEW LIGHT; RE: ELECT SITE PLAN
30 NEW TRANSFORMER; RE: ELECT SITE PLAN
31 1" POLY IRRIGATION WATER SERVICE w/ APPROVED
BACK-FLOW PREVENTOR
32 NEW STORMTECH MC-3500 CHAMBERS, 17 REQ'D
(1 ROW OF 9, 1 ROW OF 8)
33 NEW STORM DRAIN MANHOLE; RE: ISPWC SD-501
34 2" POLY DOMESTIC WATER LINE
35 SADDLE TAP EXIST. SEWER LINE
36 6-INCH CLASS 51 D.I. FIRE WATER LINE
37 8" x 6" HOT TAP WITH 6" GATE VALVE
38 2" GATE VALVE
39 SAMPLING MANHOLE
40 SNOW STORAGE
41 PEDESTRIAN AREA AND BENCH
42 PEDESTRIAN ACCESS PAVEMENT HATCHING
43 LANDSCAPING (SEE LANDSCAPING PLAN)
44 EXISTING ADA SIDEWALK
CONSTRUCTION KEYNOTES
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
20'
402020
DIAL 811 OR TOLL FREE AT 1-800-342-1585
Know what's
Call before you dig.
below.
N.
2
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THIS SITE PLAN CONFORMS TO AN ACTUAL
SURVEY THAT WAS PERFORMED ON THE
GROUND BY A LICENSED LAND SURVEYOR IN
AND FOR THE STATE OF IDAHO. IT IS THE
OWNER’S RESPONSIBILITY TO CONSTRUCT ALL
STRUCTURES SHOWN ON THIS SITE PLAN IN
ACCORDANCE WITH SAID SURVEY.
BASIS OF BEARING
HORIZONTAl - NORTH 2nd EAST CHURCH
SUBDIVISION
PROJECT BENCHMARK
POINT NO. 1
SET MAG NAIL
ELEV.=4868.16
NGVD 1929 RM 3 ELEV=4651.1
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
C (weighted)= 0.83
INTENSITY (i)= 0.9 in/hr
AREA (A)= 1.14 acres
Q = CiA = 0.85 cfs
T (Storm Duration)= 1 hr = 3600 seconds
V = CiAT = 3,071 cu. ft.
SITE STORM WATER RETENTION REQ'D - 3,071 cu. ft.
POND STORAGE PROV'D -3,229 cu. ft.
01
STORMWATER NOTE
SURVEY NOTE
02
03
04
05
06
07070707
08
08
09
14
14
1414
15
16
16
16 16
17
17
17
18
18
19 20TYP
20TYP
20TYP
20TYP
20TYP
16
16
10
21
21
21
22
23
24
24
24
25
27
28
32
33
#
24
24
38
11
13
36
31
100 LF @ 0.25%
34
26
37
CB-1
GRATE - 4865.00
INV. - 4862.00
CB-2
GRATE - 4865.50
INV. - 4861.75
110 LF @ 0.82%
CB-3
GRATE - 4863.85
INV. - 4860.85
68 LF @ 0.44%
CB-4
GRATE - 4863.55
INV. - 4860.55
SDMH-1
RIM - 4863.93
INV. IN - 4860.51
24" INV. OUT (CHAMBERS ROW) - 4858.00
24" INV. OUT (ISOLATOR ROW) - 4857.50
SUMP ELEV. - 4856.50
20 TYP
TOP OF CHAMBERS - 4861.85
ISOLATOR ROW SUBGRADE - 4856.85
CHAMBERS ROW SUBGRADE - 4857.35
15 LF @ 0.27%
53'
79
'
12
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105.3'
6.
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6.0'
20.0'
9.
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6.0'
20.0'29.5'20.0'
9'
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8.0'8.0'
8.0'
4.
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20
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40.0'30.0'40.0'
30
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9.0'
33.3'
22
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35
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35
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AC
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20.0'
P.U.E.
29.5'
7629
T
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GREBEIFRFF
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08/16/21
946 OXBOW LANE
IDAHO FALLS, IDAHO 83404
208-220-6431
SITE INFORMATION
LOT INFORMATION
EAST TOWN ACRES DIV. NO. 1
LOT 8, BLOCK 1
PARKING INFORMATION
RESTAURANT IN CBD ZONE
5 SPACES / 1000 SQ. FT.
BUILDING SIZE - 4,260
PARKING REQUIRED - 22 SPACES
REGULAR PARKING PROVIDED - 69
ADA PARKING PROVIDED - 3
TOTAL PARKING PROVIDED - 72
SNOW STORAGE
SURFACE AREA - 37,200 SQ. FT.
STORAGE AREA REQUIRED - 3,720 SQ. FT. (10%)
STORAGE AREA PROVIDED - 3,800 SQ. FT.
LANDSCAPE
LOT AREA - 49,745 SQ. FT.
LANDSCAPE REQUIRED - 4,975 SQ. FT. (10%)
LANDSCAPE PROVIDED - 4,994 SQ. FT.
SETBACKS (CBC ZONE)
FRONT - 10 FEET
SIDE - 0 FEET
REAR - 0 FEET
39
18
4.
0
'
5.
0
'
41
42
40
40
40
40 43
43
43
43
44
FIN FLOOR -4866.65
1
.
4
%
2.
1
%
2.
0
%
1.3
%
4.6%
2
.
5
%
2
.
5
%
1
.
6
%
48
6
6
48
6
7
48
6
8
48
6
6
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5
48
6
7
.
5
48
6
8
.
5
1.0
%
4865
4866
4865.5
4866.5
4866
48
6
7
48
6
6
.
5
48
6
7
.
5
48
6
5
48
6
6
48
6
5
.
5
4866.53(BW)
4866.33(FW)
4866.33(FW)4866.47(FW)
4866.33(TBC)
4866.53(TBC)
4866.61(FW)4866.61(FW)4866.45(FW)
4866.45(BW)
4866.33(FW)
4866.47(FW)
4866.24(BW)
4866.53(FW)
4866.47(FW)
4866.59(BW)
4866.59(BW)4866.59(BW)
4866.16(FW)
4866.44(BW)4866.44(BW)
4866.24(BW)
4866.25(TBC)
4866.24(TBC)
4866.17(TBC)
4865.93(TBC)
4865.90(TBC)
4866.08(TBC)4866.25(TBC)
4866.44(TBC)
4866.42(TBC)
4866.34(TBC)
4866.32(TBC)
4866.30(TBC)
4866.45(TBC)
4868.48(TBC)
4866.74(TBC)
4866.45(TBC)
4866.17(TBC)
4866.45(TBC)
4866.00(TBC)
4866.08(TBC)
4866.13(TBC)4866.13(TBC)
4866.08(TBC)
4866.00(TBC)
4865.83(ASP)
4865.10(CON/ASP)
4865.10(CON/ASP)
4865.10(CON/ASP)
4865.10(CON/ASP)
4866.30(EOP)4866.50(EOP)4867.75(MATCH)
4866.61(BW)
4866.10(EOP)4865.92(EOP)4865.99(EOP)
4865.97(CON/ASP)4865.97(CON/ASP)
4866.59(BW)
4866.59(TBC)4866.59(BW)4866.59(TBC)
4866.09(BW)4866.09(BW)
4866.45(TBC)
4866.33(FW)
4866.45(BW)
4865.76(CON/ASP)4865.60(CON/ASP)
4866.16(FW)
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6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W
2''W
4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>4''SS>
4''SS>
4'
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>
1''LW 1''LW 1''LW 1''LW 1''LW 1''LW 1''LW 1''LW
4865.97(CON/ASP)
4865.83(CON/ASP)
4865.80(CON/ASP)
4865.73(CON-FL)
4865.82(CON/ASP)
4865.60(CON/ASP)4865.76(CON/ASP)
4865.72(CON/ASP)
4865.74(CON/ASP)4865.65(CON-FL)
4866.23(TBC)
4867.03(EOP)4866.09(EOP)4865.93(EOP)
4867.47(TBC)
4865.83(CON/ASP)
4865.83(ASP)
4866.15(TBC)
4865.72(CON/ASP)4865.80(CON/ASP)
4865.58(CON/ASP)
4865.58(CON/ASP)
1.7
%
1.
6
%
4865.63(CON/ASP)
1.
1
%
1.8
%
1
.
5
%
1
.
8
%
1.5
%
2.5%3.0%
4865.50(GRATE)
4865.00(GRATE)
1
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%
48
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48
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TBC TOP BACK OF CURB
CON TOP OF CONCRETE
ASP TOP OF ASPHALT
GRT TOP OF GRATE
MATCH MATCH EXIST.
FF FINISHED FLOOR
FW FRONT OF SIDEWALK
BW BACK OF SIDEWALK
EOP EDGE OF PAVEMENT
FL FLOW LINE
SHEET ACRONYMS
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
10'
201010
DIAL 811 OR TOLL FREE AT 1-800-342-1585
Know what's
Call before you dig.
below.
N.
2
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08/16/21
946 OXBOW LANE
IDAHO FALLS, IDAHO 83404
208-220-6431
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3.1%
2
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8
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<12''SD <12''SD <12''SD <12''SD <12''SD
3.
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2.2%3.2%
2.
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1.5%
2.
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2.
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4865
486
5
486
4
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4864.
5
4865.
5
486
5
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48
6
4
48
6
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48
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48
6
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4
8
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48
6
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4866.44(TBC)
4865.67(TBC)
4866.11(TBC)
4863.95(CON/ASP)
4863.95(CON/ASP)
4863.95(CON/ASP)
4863.95(CON/ASP)
4863.65(CON/ASP)
4863.65(CON/ASP)
4863.65(CON/ASP)
4863.65(CON/ASP)
4865.29(EOP)4864.60(EOP)
4864.50(EOP)
4864.40(EOP)
4864.81(EOP)
4866.29(TBC)4865.94(TBC)
4864
4865
4864.5
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4863.55(GRATE)4863.85(GRATE)
2.6%
2
.
4
%
4864
4865
4864.5
4863.93(GRATE)
OH
P
OH
P
OH
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OH
P
OH
P
OH
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OH
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4865.0
4866.0
4867.0
4868.0
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TBC TOP BACK OF CURB
CON TOP OF CONCRETE
ASP TOP OF ASPHALT
GRT TOP OF GRATE
MATCH MATCH EXIST.
FF FINISHED FLOOR
FW FRONT OF SIDEWALK
BW BACK OF SIDEWALK
EOP EDGE OF PAVEMENT
FL FLOW LINE
SPOT ELEVATION ACRONYMS
0
SCALE: 1"=
(SCALE FOR 24"x36" PRINTS ONLY)
10'
201010
DIAL 811 OR TOLL FREE AT 1-800-342-1585
Know what's
Call before you dig.
below.
MA
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08/16/21
946 OXBOW LANE
IDAHO FALLS, IDAHO 83404
208-220-6431
(8
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TYPICAL CURB SECTIONS
NOT TO SCALEA1
NOTES:
1. GRADE AND ALIGNMENT TO BE APPROVED BY THE ENGINEER.
2. 1/2" EXPANSION JOINT MATERIAL AT TERMINAL POINTS OF RADII.
3. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS MAXIMUM 10 FEET.
4. MATERIALS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH ISPWC SPECIFICATIONS AND THE CITY.
5. BACKFILL AS PER ISPWC SPECIFICATIONS.
6. SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY.
7. ALL CONSTRUCTION WITHIN AND ADJACENT TO THE PUBLIC RIGHT OF WAY TO BE APPROVED AND ACCEPTED BY THE CITY.
8. CONCRETE MIX DESIGN PER ISPWC STANDARDS, 28 DAY STRENGTH 4000 PSI, AIR CONTENT 6.5% +-1.5%
FLAT CURB & GUTTER SECTION
DETECTABLE WARNING PAVERS
#8 30-50
3-9#200
PROCTOR DENSITY
PREPARE SUBGRADE PER
GEO-TECHNICAL REPORT
COMPACTED TO 95% STANDARD
6" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
3" CLASS II PLANT MIX PAVEMENT
PG 58-28, 3 4" MIX DESIGN
% PASSING
3/4" MINUS GRADATION
AGGREGATE LEVELING COURSE
100
90-100
40-65
1"
3/4"
#4
SIEVE
6" MIN.
3'
-
0
"
5'
-
0
"
M
A
X
.
.
W
I
T
H
O
U
T
S
H
O
R
I
N
G
6"
M
I
N
.
SIDEWALK DETAIL
NOT TO SCALEA3
CURB AND GUTTER SECTION; RE: A1
(WHERE USED, SEE PLAN)
4" CRUSHED GRAVEL
4" THICK CONCRETE
SIDEWALK
NOT TO SCALE
PARKING
SURFACE
B3 ADA RAMP DETAIL
TRUNCATED DOME PANEL
COMBINATION CURB AND SIDEWALK
NOT TO SCALEA4
COMPACTED SUB-GRADE
2 - #4 REBAR
EVENLY SPACED
PROJECT PAVEMENT SECTION
NOT TO SCALEC1
STANDARD BACK FILL TRENCH & RESURFACING
NOT TO SCALEB1
12"MIN
EACH
SIDEPI
P
E
S
I
Z
E
VA
R
I
E
S
PE
R
VA
R
I
E
S
P
E
R
TR
E
N
C
H
DE
P
T
H
UNDISTURBED
SOIL (TYP.)
FINISHED EDGES ARE TO BE
SAW CUT AND PRIMED JUST
PRIOR TO ASPHALT PLACEMENT
MATCH EXISTING
ASPHALT THICKNESS
(UP TO 4" WITH 2.5" MIN.)
4" OF 3/4" CRUSHED
36" FLOW-ABLE FILL
TRENCH BACK SLOPE PER
O.S.H.A (IF APPROVED BY CITY
ENGINEER) OR SUITABLE
SHORING
FLOW-ABLE FILL UNLESS
OTHERWISE APPROVED BY
CITY ENGINEER
LOWER COMPACTION ZONE
FOUNDATION STABILIZATION MAY
VARY PER SOIL TYPE AND
STABILITY (PER SECTION 304)
INLET BOX
NOT TO SCALEB5
HEAD SECTION (TYP)
2'-0" x 1'-6" POURED IN
PLACE OR 30" DIAMETER
PRECAST INLET BOX
GRATE, RE: PLAN
FOR GRATE ELEV.
CONCRETE APRON
NOT TO SCALEB2
6" CRUSHED GRAVEL
4" THICK CONCRETE
SIDEWALK
1
TRUNCATED DOMES
12
1
0.5'
SEE
P
L
A
N
S
12
S
E
E
P
L
A
N
APPROACH RAMP 12:1
6'-
0
"
APPROACH RAMP 12:1
6'-
0
"
24"
(SLOPES FOR RAMPS SHOWN ARE TYPICAL FOR ALL RAMPS, SEE PLAN FOR ACTUAL SHAPE OF RAMP)
12" MIN. OR LOCAL CUT
BACK REQUIREMENTS
TYP BOTH SIDES
PIPE BEDDING TYPE III
VERTICAL TRENCH WALLS
SHORING PER O.S.H.A.
TRENCH BACKFILL PER
SECTION 306
EXIST. BASE
EXIST. SURFACE
SURFACE REPAIR WIDTH
(1/2 OF TRENCH DEPTH ALLOWED PER SIDE - MAXIMUM)NOTES:
1. TRENCH EXCAVATION PER SECTION 301
2. BACKFILL AND COMPACTION CLASS A-1
7629
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OHADIFOETA
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DEREGIS
GREBEIFRFF
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R O F
P 7629
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OHADIFOETA
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08/16/21
946 OXBOW LANE
IDAHO FALLS, IDAHO 83404
208-220-6431