HomeMy WebLinkAboutINFRASTRUCTURE PLANS - 22-00154 - Java Espress - Infrastructure AcceptanceAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Java Espress
Address : 565 N 2nd E
Record Type : New Commercial Building
Document Filename : INFRASTRUCTURE PLANS Rev. (1) 2.22.22 - 22-00059 - Java Espress - 565 N 2nd E - New Commercial.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00059
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-03 Free text Cody Jones : Building Open 3 Sidewalks to meet slope requirements.
C-01 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
C-01 Stamp Tawnya Grover : P&Z Open 1 Plan Received
C-01 Callout Joel Gray : PW Open 1 High back curb per Jeff Freiberg
C-01 Stamp Joel Gray : PW Open 1 Approved - Public Works
C-02 Callout Joel Gray : PW Open 2 Swale required to control runoff.
New Commercial Building
Approval of plans does not constitute approval of variance from code
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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: 1/AS1.2 (GATES OPEN 180°)
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
37 PEDESTRIAN ACCESS SIDEWALK RE: C3/SHEET
C-03
38 PEDESTRIAN ACCESS PAVEMENT HATCHING
39 PEDESTRIAN AREA AND BENCH
40 MONUMENT SIGN RE: 11/AS1.2
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
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below.
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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'
19
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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
35
3535
08
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4864.90(GRATE)
4865.83(TBC)4866.16(TBC/HP)
4865.40(TBC)
4865.68(TBC)
4866.06(TBC)
4866.15(TBC)
4866.53(TBC)
4866.37(TBC)
4866.51(TBC)
4865.94(MATCH)
4866.10(TBC/FW)
4866.20(TBC)
4866.20(FW)
4866.20(TBC)
4866.20(TBC/FW)
4866.60(TBC)
4865.58(GRATE)
4866.08(TBC)
4866.53(TBC)
4867.66(TBC)
4865.80(TBC)
4866.00(TBC)
4865.83(TBC)
4865.65(ASP)
4865.49(ASP)
4865.70(ASP)
4865.16(ASP)
4865.43(ASP)
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4865.48(ASP)
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4865.58(TBC/LP)
4865.68(TBC)
4866.06(TBC)
4866.06(TBC)
4865.86(TBC)
4865.79(TBC)
4865.83(TBC)
4865.82(GRATE)
4866.16(TBC)
4866.39(TBC)
4866.46(TBC)
4866.60(CON)
4866.60(CON)
4866.50(CON)
4866.40(CON)
4866.37(CON)4866.45(CON)
4866.56(CON)
4866.60(CON)
4866.60(CON)4866.60(CON)
4866.56(CON)
4865.70(CON/ASP)
4865.70(CON/ASP)
4866.40(FW)4866.50(FW)
4868.31(TBC)
4866.25(TBC)
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SCALE: 1"=
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Call before you dig.
below.
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C-02
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
Swale required to control runoff.
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"
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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 SCALEA5
NOT TO SCALEB1
12"MIN
EACH
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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 SIDEWALK
NOT TO SCALEB2
6" CRUSHED GRAVEL
4" THICK CONCRETE
SIDEWALK
TRUNCATED DOMES
1
2
1
0.5'
5'-0"
5'-
0
"
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
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01/11/22
C-03
APPROACH RAMP 12:1
STANDARD BACK FILL TRENCH &
RESURFACING
INV. - RE: PLAN
Sidewalks to meet slope requirements.