HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (1) 2.15.22 PG 5 ONLY - 22-00059 - Java Espress - 565 N 2nd E - New Commercial12''S
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S89°48'50"W 360.52'
S89°48'50"W 360.59'
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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 DO NOT DISTURB
07 NEW BUILDING; RE: ARCH PLANS
08 NEW 4" SANITARY SEWER SERVICE; RE: MECH
PLANS FOR CONNECTION
09 NEW 4" TRAFFIC RATED SEWER CLEANOUT
10 NEW INLET BOX; RE: B5/SHEET C-03
11 NEW FLAT CURB & GUTTER; RE: A1/SHEET C-03
12 NEW COMBINATION CURB & SIDEWALK;
RE: A4/SHEET C-03
13 NEW ADA RAMP; RE: B3/SHEET C-03
14 4" YELLOW PAVEMENT MARKING
15 ASPHALT PAVEMENT; RE: A5/SHEET C-03
16 NEW DUMPSTER PAD/ENCOLSURE; RE: ARCH
PLANS
17 ADA PARKING PAVEMENT MARKINGS
18 12" PVC STORM DRAIN
19 EXIST. SIDEWALK, RETAIN & PROTECT
20 NOT USED
21 NOT USED
22 NEW TRANSFORMER, LOCATION AND SIZE BY
RMP
23 1" POLY IRRIGATION WATER SERVICE w/
APPROVED BACK-FLOW PREVENTOR
24 NEW STORMTECH MC-3500 CHAMBERS, 5 REQ'D
(1 ROW OF 3, 1 ROW OF 2)
25 NEW STORM DRAIN MANHOLE; RE: ISPWC SD-501
26 1" POLY DOMESTIC WATER LINE
27 SADDLE TAP EXIST. SEWER LINE
28 ELECTRICAL CONDUIT, COORDINATE WITH RMP
29 POWER METER, COORDINATE WITH RMP
30 NOT USED
31 6" CONCRETE ISLAND; RE: PLAN FOR WIDTH;
RE:C1/SHEET C-03
32 NEW STORM DRAIN MANHOLE w/ SLOTTED LID;
RE: ISPWC SD-501
33 LANDSCAPING CHOSEN BY OWNER
34 DRIVE-THRU ORDER STATION
35 SNOW STORAGE
36 REMOVE EXISTING CONCRETE CURB, GUTTER &
DRIVEWAY AND REPLACE WITH NEW CONCRETE
SIDEWALK PER CITY OF REXBURG ENGINEERING
STANDARDS
CONSTRUCTION KEYNOTES
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.
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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)= 0.42 acres
Q = CiA = 031 cfs
T (Storm Duration)= 1 hr = 3600 seconds
V = CiAT = 1,116 cu. ft.
SITE STORM WATER RETENTION REQ'D - 1,116 cu. ft.
POND STORAGE PROV'D -1,346 cu. ft.
STORMWATER NOTE
SURVEY NOTE
07
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01/11/22
C-01
20'23'35.8'14.5'36'22.5'4'11'
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CB-1
GRATE - 4865.58
INV. - 4862.58
CB-2
GRATE - 4865.35
INV. IN - 4861.75
SDMH-1
RIM - 4865.82
INV. - 4861.85
CB-3
GRATE - 4864.90
INV. - 4861.90
SDMH-2
RIM - 4864.80
INV. IN - 4861.80
24" INV. OUT (CHAMBERS ROW) - 4857.80
24" IN.V OUT (ISOLATOR ROW) - 4857.30
SUMP ELEV. - 4856.30
24
TOP OF CHAMBERS - 4862.96
ISOLATOR ROW SUBGRADE - 4857.96
CHAMBERS ROW SUBGRADE - 4858.46
45 LF @ 1.98%
44 LF @ 0.25%
17 LF @ 0.29%
25 LF @ 0.25%
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
SITE INFORMATION
LOT INFORMATION
EAST TOWN ACRES DIV. NO. 1
LOT 7, BLOCK 1
PARKING INFORMATION
BUSINESS IN CBD ZONE
3 SPACES / 1000 SQ. FT.
BUILDING SIZE - 730
PARKING REQUIRED - 3 SPACES
REGULAR PARKING PROVIDED - 6
ADA PARKING PROVIDED - 1
TOTAL PARKING PROVIDED - 7
SNOW STORAGE
SURFACE AREA - 18,300 SQ. FT.
STORAGE AREA REQUIRED - 1,830 FT. (10%)
STORAGE AREA PROVIDED - 2,100 SQ. FT.
LANDSCAPE
LOT AREA - 18,201 SQ. FT.
LANDSCAPE REQUIRED - 1,820 SQ. FT. (10%)
LANDSCAPE PROVIDED - 2,372 SQ. FT.
SETBACKS (CBC ZONE)
FRONT - 10 FEET
SIDE - 0 FEET
REAR - 0 FEET
33
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2829
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