HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 9.27.2021 - 21-00694 - 240 E Moody - Wendy's - New Building-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
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
Description : 240 E Moody - Wendy's - New Building
Address :
Record Type : New Commercial Building
Document Filename : INFRASTRUCTURE PLAN Rev. (1) 9.27.2021 - 21-00694 - 240 E Moody - Wendy's - New Building.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00694
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
1 SITE PLAN Stamp Tawnya Grover : P&Z Open 1 Plan Received
1 SITE PLAN Stamp Kyle Baldwin : P&Z Open 1 Approved - Planning and Zoning
1 SITE PLAN Callout Joel Gray : PW Open 1 Sampling port required after seperator.
1 SITE PLAN Stamp Joel Gray : PW Open 1 Approved - Public Works
New Commercial Building
Approval of plans does not constitute approval of variance from code
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FUTURE BEE HIVE CREDIT UNION
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
7629
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GREBEIFRFF
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9/21/21
01 EXIST. SANITARY SEWER
02 EXIST. 16" WATER LINE
03 EXIST. FIRE HYDRANT
04 EXIST. WATER VALVE
05 EXIST. POWER POLE
06 EXIST. CURB & GUTTER, RETAIN & PROTECT
07 16" x 8" HOT TAP WITH 8" GATE VALVE
(SEE SHEET 4)
08 8" CLASS 50 DUCTILE IRON WATER LINE
(SEE SHEET 3.0)
09 20' - 8" CLASS 50 D.I. WATER LINE STUB
10 8" GATE VALVE
11 STD. FIRE HYDRANT RE: ISPWC SD-404
12 112" WATER SERVICE CONNECTION RE: CITY OF
REXBURG STD. DWG. 402
13 112" INTERIOR WATER METER RE: CITY OF
REXBURG STD. DWG. 402
14 112" HDPE WATER SERVICE LINE
15 112" HDPE LANDSCAPE WATER LINE
16 CITY APPROVED BACKFLOW PREVENTOR
17 4" x 8" SANITARY SEWER TEE
18 8" PVC SANITARY SEWER LINE
(SEE SHEET C3.0)
19 SANITARY SEWER MANHOLE
(SEE SHEET C3.0)
20 20' - 8" PVC SANITARY SEWER STUB @0.40%
21 4" PVC SDR35 SANITARY SEWER SERVICE LINE
22 1500 GALLON TRAFFIC RATED GREASE TRAP
23 4" TRAFFIC RATED CLEAN-OUT
RE: ISPWC SD-506A
24 RMP TRANSFORMER RE: ELECTRICAL SITE PLAN
25 UNDERGROUND ELECTRICAL CONDUIT
RE: ELECTRICAL SITE PLAN
26 GAS LINE - TRENCH BY SITE CONTRACTOR, GAS
LINE AND METER BY IMG.
27 DELIVERY ACCESS RAMP
28 ADA RAMP; RE: B2 / C4.0
29 4" YELLOW PAVEMENT MARKING
30 WHITE PAVEMENT MARKING WHERE SHOWN
31 ADA PARKING PAVEMENT MARKINGS WITH
RESERVED PARKING SIGN
32 4' WIDE TRUNCATED DOME PANEL
33 WHITE PAINTED CROSSWALK
34 4" WIDE YELLOW PARKING STRIPE
35 DUMPSTER ENCLOSURE RE: ARCHITECTURAL
PLANS (NO GATES)
36 PEDESTAL SIGN RE: ELECTRICAL SITE PLAN
37 SITE LIGHTING RE: ELECTRICAL SITE PLAN
38 PRE-SELL BOARD
39 ORDER STATION
40 2" CALIPER DECIDUOUS TREES @ 30' O.C.
(5 EACH) (SEE LANDSCAPING PLAN L1.00)
41 TURF SEEDING / SOD
(SEE LANDSCAPING PLAN L1.00)
42 LARGE SHRUB / SCREENING SHRUB
(SEE LANDSCAPING PLAN L1.00)
43 SMALL SHRUB (SEE LANDSCAPING PLAN L1.00)
44 4" GREASE LINE
45 4" WASTE LINE
46 8" THICK CONCRETE PAD
47 FUTURE BEEHIVE CREDIT UNION SERVICE LINES
48 SNOW STORAGE
49 SAFETY RAILING RE: 9/C5.3
50 STEEL BOLLARDS RE: 12/C5.3
51 PEDISTRIAN AREA AND BENCH
52 CITY STREET LIGHT (LOCATION TO BE
DETERMINED)
#
SITE/UTILITY PLAN
C1.0
01
02
03
0405
06
07
08
10 09
11
12
13
14
15
17
18
18
19
19
19
20
20
21
22
23
24
25
26
27
28
08
2930
31
32
33
34
29
2929
34
35
36
37
38
38
39
39
40 41
41
42
42
43
43
43
43
44
45
46
47
SITE INFORMATION
SNOW STORAGE
SURFACE AREA - 14,350 SQ. FT.
STORAGE AREA REQUIRED - 1,435 SQ. FT.
STORAGE AREA PROVIDED - 2,492 SQ. FT.
SNOW STORAGE FOR PRIVATE ROAD WILL BE
ALONG THE EAST AND SOUTH SIDE
RESPECTIVELY
LANDSCAPE
LOT AREA - 29,666 SQ. FT.
LANDSCAPE REQUIRED - 2,967 SQ. FT. (10%)
LANDSCAPE PROVIDED - 5,020 SQ. FT.
48 48
48
48
48
48
49
50
50
51
16
52
Sampling port
required after
seperator.
FUTURE BEE HIVE CREDIT UNION
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
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Y
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N
2
N
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E
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X
B
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3
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PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
7629
T
OHADIFOETA
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GREBEIFRFF
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7/23/21
STORMWATER NOTE
REQUIRED STORM WATER TO RETAIN ON SITE WAS
CALCULATED USING THE FOLLOWING VALUES:
EAST SIDE
C (weighted)= 0.83
INTENSITY (i)= 0.9 in/hr
AREA (A) West = 0.49 acres
Q = CiA = 0.37 cfs
T (Storm Duration)= 1 hr = 3600 seconds
V = CiAT = 1,318 cu. ft.
SITE STORM WATER RETENTION REQ'D - 1,318 cu. ft.
INFILTRATOR STORAGE PROV'D - 1,525 cu. ft.
WEST SIDE
C (weighted)= 0.83
INTENSITY (i)= 0.9 in/hr
AREA (A) East = 0.40 acres
Q = CiA = 0.30 cfs
T (Storm Duration)= 1 hr = 3600 seconds
V = CiAT = 1,076 cu. ft.
SITE STORM WATER RETENTION REQ'D - 1,076 cu. ft.
INFILTRATOR STORAGE PROV'D - 1,346 cu. ft.
01 A.C. PAVEMENT SECTION RE: C3 / C4.0
02 CURB TYPE INLET BOX RE: A2 / C4.0
03 AREA TYPE INLET BOX RE: A3 / C4.0
04 12" HDPE STORM DRAIN
05 6" PVC ROOF DRAIN
06 STORM SEWER MANHOLE RE: ISPWC SD-501
07 STORMTECH MC-3500 CHAMBERS
(7 UNITS WEST SIDE, 8 UNITS EAST SIDE)
08 4" TRAFFIC RATED CLEAN-OUT
RE: ISPWC SD-506A
09 6" x 12" INSERTA-TEE
10 CONCRETE DRIVEWAY APRON RE: B3 / C4.0
11 PRIVATE CONCRETE SIDEWALK RE: B4 / C4.0
12 CITY OF REXBURG CONCRETE SIDEWALK
RE: REXBURG STANDARD DRAWING SHT. 3
13 NORTH - SOUTH PRIVATE ROAD RE: C1 / C4.0
14 EAST - WEST PRIVATE ROAD RE: C2 / C4.0
15 COMMERCIAL DRIVEWAY RE: REXBURG
STANDARD DRAWING SHT. 7
16 DEPRESS CURB AT ADA RAMP
17 DITCH WATER DIVERSION BERM RE: C1 / C4.0
#
GRADING/DRAINAGE PLAN
C2.0
01
01
01
02
02
03
03
03
04
04
04
04
05
05
06
07
07
08 05
08
09
10
10
11
10
12
14
13
15 15
16
17
04
ROLLED CURB AND GUTTER RE: A1 / C4
FLAT CURB AND GUTTER RE: A1 / C4
CATCH CURB AND GUTTER RE: A1 / C4
12
11
11
11
11
Private Drive
4860
4870
4880
4860
4870
4880
4850 4850
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
7629
T
OHADIFOETA
T
S
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DEREGIS
GREBEIFRFF
J
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7/23/21
PRIVATE DRIVE PROFILE
C3.0
01 STANDARD MANHOLE TYPE A RE: ISPWC SD 501
02 8" PVC SDR35 SANITARY SEWER MAIN LINE
03 CONNECT EXISTING SEWER LINE TO NEW
MANHOLE
04 8" CLASS 50 DUCTILE IRON WATER LINE
(6' MIN. BURY)
05 GATE VALVE (SEE SHT. C1.0 FOR OTHER
LOCATIONS)
06 16" x 8" HOT TAP WITH 8" GATE VALVE
07 CAP WITH THRUST BLOCK
#
01 0101
01
02
03
04
05
06
07
SEAL
DESCRIPTIONDATEREV.
ISSUE DATE: **/**/****
PROJECT NUMBER: 21-008
DRAWN BY:
CHECKED BY:
SHEET NAME
SHEET NUMBER
MO
O
D
Y
R
D
&
N
2
N
D
E
RE
X
B
U
R
G
,
I
D
8
3
4
4
0
PROJECT TYPE:
SITE NUMBER:
BUILDING TYPE:
OWNER:
BASE VERSION:
DRAWING RELEASE:
PROJECT YEAR:
ASSET TYPE:
CLASSIFICATION:
UPGRADE CLASSIFICATION:
DESIGN TYPE:
#13487
(2.0) SMART 40+
FREESTANDING
NEW
FRANCHISE
2020
NEW BUILD
2021
(2.0) UM BRITE
SUMMER
NEW
SMART 40+
7629
T
OHADIFOETA
T
S
ER
DEREGIS
GREBEIFRFF
J
E
E
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NEONALSI
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7/23/21
A2 CURB TYPE INLET BOX
PRIVATE DRIVE SECTION (NORTH-SOUTH)
AREA TYPE INLET BOXA3
C1
TYPICAL CURB SECTIONSA1
ROLLED CURB & GUTTER SECTION
NOTES:
FLAT CURB & GUTTER SECTION
DETECTABLE WARNING PAVERS
6" MIN.
3'
-
0
"
5'
-
0
"
M
A
X
.
.
W
I
T
H
O
U
T
S
H
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6"
M
I
N
.
SIDEWALK DETAILB4B2ADA RAMP DETAIL
PROJECT PAVEMENT SECTIONC3
STANDARD BACK FILL TRENCH & RESURFACINGB1
12"MIN
EACH
SIDEPI
P
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S
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E
VA
R
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S
PE
R
VA
R
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P
E
R
TR
E
N
C
H
DE
P
T
H
CONCRETE DRIVEWAY APRONB3
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
SITE DETAILS
C4.0
PRIVATE DRIVE SECTION (EAST-WEST)
C2
CATCH CURB & GUTTER SECTION