HomeMy WebLinkAboutSITE PLANS - 19-00780 - 500 N 2nd E - DL Evans BankSTATE MAP
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BOUNDARY
BONNER
KOOTENAI
SHOSHONE
BENEWAH
LATAH
CLEARWATER
NEZ PERCE
LEWIS
IDAHO
ADAMS
WASHINGTON
VALLEY
LEMHI
CUSTER
CLARK
FREMONT
BOISEGEM
PAYETTE
BLAINE
CAMAS
ELMOREADA
CANYON
OWYHEE
BUTTE
LINCOLNGOODING
JEROME
TWIN FALLS CASSIA
MINIDOKA
POWER
ONEIDA
BANNOCK
CARIBOU
FRANKLIN
BEAR LAKE
BINGHAM
BONNEVILLE
JEFFERSON
MADISON TETON
VICINITY MAP
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PROJECT SITE
NEVADA
IF-797-1601
BM #
SURVEY NOTE:
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 ACCORDANANCE WITH SAID
SURVEY.
SHEET INDEX
PAGE #SHEET #SHEET TITLE
1 C.1.0 COVER
2 C.1.1 GENERAL NOTES
3 C.1.2 LEGEND
4 C.2.0 OVERALL EXISTING CONDITIONS &
DEMO PLAN
5 C.3.0 SITE PLAN
6 C.4.0 GRADING PLAN
7 C.5.0 UTILITY & DRAINAGE PLAN
8 C.6.0 EROSION AND SEDIMENT
CONTROL PLAN
SITE PLAN
FOR
D.L. EVANS BANK
NNA NORTH 2ND EAST, REXBURG, IDAHO 83440
H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_01_COVER.dwg - C.1.0 COVER - 3/02/2020 08:03am, cadenf
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C.1.0
ENGINEER:
HORROCKS ENGINEERS
901 Pier View Dr., Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CONTACT: LEITH SHEETS, PE
UTILITIES:
POWER: ROCKY MOUNTAIN POWER
GAS: INTERMOUNTAIN GAS
SEWER: CITY OF REXBURG
WATER: CITY OF REXBURG
APPLICANT:
ERSTAD ARCHITECTS
310 NORTH 5TH STREET
BOISE, ID 83702
(208) 331-9031
CONTACT: TOM LENNON
HW
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OWNER:
DL EVANS BANK
375 N OVERLAND P.O. BOX 1188
BURLEY, ID 83318
(208) 363-8400
CONTACT: JESSICA AGUILAR
BENCHMARK:
BM#1
ELEV: 4871.46'
N:791240.3293'
E: 758958.7957'
FOUND: PK & WASHER
BM#2
ELEV:4870.88'
N: 791402.3408'
E: 758958.1883'
FOUND: PK & WASHER
BM#3
ELEV:4872.39'
N: 791437.1284'
E: 758991.4898'
FOUND: 1\2" REBAR PLS 12457
BM#4
ELEV: 4872.16'
N: 791437.8380'
E: 759084.1026'
FOUND: 1\2" REBAR PLS 12458
BM#5
ELEV:4871.83'
N: 791416.6038'
E: 759103.0743'
FOUND: 1\2" REBAR PLS 12459
BM#6
ELEV: 4871.06'
N: 791241.4558'
E: 759103.7384'
FOUND: 1\2" REBAR PLS 12460
04.12.19 09:26 AM | H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_02_GENERAL NOTES.dwg
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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES
OR STRUCTURES SHOWN ON THESE DRAWINGS ARE OBTAINED BY A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE DRAWINGS AND WE ASSUME NO RESPONSIBILITY AS TO THE
ACCURACY OF THEIR DEPICTED LOCATION ON THESE DRAWINGS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITY LINES SHOWN, AND ALL OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE DRAWING BY VERIFICATION OF
THEIR LOCATION IN THE FIELD PRIOR TO THE START OF
CONSTRUCTION ACTIVITIES.
ENGINEER'S NOTICE TO CONTRACTOR
USE OF THE INFORMATION CONTAINED IN THIS INSTRUMENT FOR
OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS INTENDED
AND FOR OTHER THAN THE CLIENT FOR WHOM IT WAS PREPARED IS
FORBIDDEN UNLESS EXPRESSLY PERMITTED IN WRITING IN ADVANCE
TO HORROCKS ENGINEERS, AND HORROCKS ENGINEERS SHALL HAVE
NO LIABILITY TO ANY USE OF THIS INFORMATION WITHOUT THEIR
WRITTEN CONSENT.
LEGAL NOTICE TO CONTRACTOR
REVISIONS
REV No.SHEET No.DATE OF REV DESCRIPTION
C.3.0 28 JAN 2020 SANITARY SEWER CLEAN-OUT & KEYNOTE REVISIONS
C.3.0 28 FEB 2020 ADJUSTED SNOW STORAGE AREA TO BE CLEAR OF EXISTING SIDEWALK
C.5.0 28 FEB 2020 CHANGED 2" CURB STOP TO 2" GATE VALVE
1
2
2
1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE
REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ITD
AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
·CITY OF REXBURG ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS.
·CITY OF IDAHO FALLS SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO ISPWC, 2018 EDITION.
·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION(ISPWC, 2017).
·PROJECT GEOTECHNICAL REPORT PREPARED BY MTI , FILE NUMBER E180207G AND DATED 10-11-2018
NOTE:
CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE
JOBSITE DURING CONSTRUCTION.
PROJECT SPECIFICATIONS AND STANDARDS
GENERAL NOTES UTILITY NOTES
H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_02_GENERAL NOTES.dwg - C.0.2 GENERAL NOTES - 3/02/2020 08:03am, cadenf
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C.1.1
INTERMOUNTAIN GAS COMPANY
1527 HOLLIPARK DR.
IDAHO FALLS, IDAHO 83401
(208) 542-6600
NATURAL GAS
POWER
CITY OF REXBURG PUBLIC WORKS
35 NORTH 1ST EAST
REXBURG, IDAHO 83440
(208) 372-2320
WATER / SEWER
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(208) 359-6155
UTILITY CONTACTS
1. THE STANDARD SPECIFICATIONS AND DRAWINGS USED FOR THIS PROJECT ARE CITY OF REXBURG
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS AND DRAWINGS,CITY OF IDAHO FALLS
ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS(2018). CITY OF IDAHO FALLS PUBLIC WORKS
DIVISION ENGINEERING DEPARTMENT STANDARD DRAWINGS(2018), AND IDAHO STANDARDS FOR PUBLIC
WORKS CONSTRUCTION(ISPWC, 2017).
2. ALL SURPLUS EXCAVATION SHALL BE REMOVED FROM SITE AS PART OF THE PROJECT AND DISPOSED OF AT
AN APPROVED LOCATION.
3. ALL CONSTRUCTION OF WATER, SEWER AND STORM SHALL BE TO THE CITY OF IDAHO FALLS STANDARDS
UNLESS SPECIFIED OTHERWISE BY THE CITY OF REXBURG. THE SPECIFICATIONS AND DRAWINGS ARE
AVAILABLE ONLINE AT: http://www.idahofallsidaho.gov/ OR http://rexburg.org/
4. ALL CONSTRUCTION OF STREETS LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE TO THE CITY OF
REXBURG STANDARDS.
5. THE CONTRACTOR SHALL LOCATE, RETAIN, AND PROTECT ALL EXISTING UTILITIES UNLESS DESIGNATED TO
BE REMOVED.
7. ALL UTILITIES ADJUSTMENT OF MANHOLES, WATER VALVES, ETC. SHALL BE ADJUSTED TO FINISH GRADE BY
THE CONTRACTOR AFTER PAVING AND LANDSCAPING ARE COMPLETE.
8. CONTRACTOR IS REQUIRED TO HAVE A SWPPP IN PLACE PRIOR TO ANY EARTH WORK OR CONSTRUCTION.
9. CONTRACTOR IS REQUIRED TO MAINTAIN THE SWPPP UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED.
10. ANY MODIFICATION TO THE CONSTRUCTION, TO THE CONSTRUCTION SCHEDULE, OR TO THE
CONSTRUCTION PHASE LIMITS SHALL BE APPROVED BY THE CITY ENGINEER. PRIOR TO SAID APPROVAL ALL
IMPROVEMENT DRAWINGS SHALL BE RE-SUBMITTED TO THE CITY ENGINEER DEPT. SHOWING THE
PROPOSED CHANGES.
11. CONTRACTOR IS RESPONSIBLE TO CONTROL ALL TEMPORARY STORM WATER POLLUTION AND DUST
ABATEMENT DURING THE CONSTRUCTION PHASE AS REQUIRED BY THE FEDERAL CLEAN WATER ACT.
12. ALL STORM PIPE AND SANITARY SEWER PIPE SHALL BE TO THE CITY OF REXBURG STANDARDS.
13.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
14.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA
UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING.
15.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE
CONSTRUCTION AREA.
16.THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS
ON WHICH IS RECORDED THE ACTUAL LOCATIONS OF THE CONSTRUCTED UTILITIES AND ANY OTHER
UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE THESE LOCATIONS TO THE DESIGN
ENGINEER.
17.THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS
REQUIRED FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING
AND GRUBBING WHICH CONSISTS OF CLEARING THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH,
UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, FENCES, STRUCTURES, DEBRIS,
RUBBISH, AND SUCH MATERIAL WHICH IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR THE
FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE DISPOSED
OF OFF SITE.
18.CONTRACTOR IS REQUIRED TO CALL DIG LINE OF IDAHO 1-800-342-1585 AT LEAST (2) BUSINESS DAYS PRIOR
TO CONSTRUCTION, TO DETERMINE LOCATION OF UNDERGROUND UTILITIES.
19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL RECOMMENDATIONS WITHIN THE
GEOTECHNICAL REPORT.
20.GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK AND BETWEEN TRADES.
SUB-CONTRACTORS ARE ALSO RESPONSIBLE FOR COORDINATION WITH OTHER TRADES AND DISCIPLINES
INCLUDED IN THE CONTRACT DOCUMENTS. IF ANY DISCREPANCIES ARE FOUND, THE GENERAL
CONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE COMMENCEMENT OF WORK. NO EXTRA
COSTS TO THE PROJECT WILL BE INCURRED DUE TO FAILURE OF GENERAL CONTRACTOR AND/OR
SUB-CONTRACTORS TO REVIEW CONTRACT DOCUMENTS AND COORDINATE WITH OTHER TRADES.
21.ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND
CITY STANDARDS.
22.THE CONTRACTOR MUST OBTAIN A PERMIT FROM THE BUILDING DEPARTMENT FOR ANY WALLS
GREATER THAN 4' IN HEIGHT CONSTRUCTED WITHIN THE PROJECT. ALL ROCK WALLS CONSTRUCTED WITHIN
THE PROJECT MUST BE CERTIFIED AND INSPECTED BY A LICENSED ENGINEER PRIOR TO THE CITY'S FINAL
ACCEPTANCE.
1.THE WATER LINE CONSTRUCTION SHALL CONFORM TO REXBURG STANDARD DRAWINGS &
SPECIFICATIONS AND THE DEPARTMENT OF ENVIRONMENTAL QUALITY REGULATIONS OF
PUBLIC DRINKING WATER SYSTEMS AND DISINFECTION SPECIFICATIONS SHOULD BE TO
ANSI/AWWA C 651-92: DISINFECTION OF WATER MAINS STANDARDS.
2.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN
WATER AND NON-POTABLE LINES.
WATER
SEWER
1.ALL SANITARY SEWER PIPE SHALL BE TO THE PROJECT STANDARDS.
2.CONTRACTOR SHALL INSTALL ALL SANITARY SEWER MAINS AND SERVICE LINES PRIOR
TO INSTALLING ANY WATER SYSTEM IMPROVEMENTS. ADJUST WATER LINES AS PER
PLANS TO MAINTAIN SEPARATION OF MAIN LINES AND TO AVOID SANITARY SEWER
SERVICE LINES.
3.THE CONTRACTOR SHALL MAINTAIN 10' HORIZ. AND 18'' VERT. SEPARATION BETWEEN
WATER AND NON-POTABLE LINES.
4.ALL NEW AND EXISTING SEWER SYSTEMS WILL BE MANDREL AND AIR TESTED.
5.ALL REMOVED EXISTING SEWER OR WATER UTILITIES SHALL EITHER BE SALVAGED OR
PROPERLY DISPOSED OF ACCORDING TO GOVERNING REGULATIONS.
6.SEWER LATERALS MAY EITHER BE COMPLETELY REMOVED OR ABANDONED IN PLACE.
LATERALS TO BE REMOVED SHALL BE CUT AT THE MAIN AND CAPPED ON BOTH ENDS
AS INDICATED IN NOTE 6 ABOVE.
A.HORROCKS ENGINEERS HAS PREPARED GRADING PLANS AND SIZED DRAINAGE FACILITY SHOWN ON THIS
PLAN TO CONTAIN THE RUNOFF FROM THE CITY OF REXBURG SPECIFIED DESIGN STORM EVENT FOR THE
PROPOSED SITE. ONLY.
B.ALL IMPORTED STRUCTURAL FILL, IF REQUIRED, SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER
PRIOR TO DELIVERY TO THE SITE
C.THE GRADING AND DRAINAGE PLANS DO NOT IDENTIFY THE CONSTRUCTION METHODS, EQUIPMENT,
PROCEDURES, AND OR SEQUENCING TO BE EMPLOYED BY THE CONTRACTOR. ALL GRADING OPERATIONS
INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SCARIFICATION, EXCAVATION, OVER-EXCAVATION,
PLACEMENT OF FILLS, AND COMPACTION OF FILLS, SHALL BE PERFORMED BY THE CONTRACTOR IN
CONFORMANCE WITH THE GEOTECHNICAL REQUIREMENTS FOR THE SITE AND ONSITE FIELD
OBSERVATIONS AS REQUIRED BY THE GEOTECHNICAL FIRM.
D.IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY HORROCKS IMMEDIATELY IF THERE ARE ANY
CONFLICTS BETWEEN THE REQUIREMENTS OF THE GRADING AND DRAINAGE PLANS AND THE
REQUIREMENTS OF THE GEOTECHNICAL REPORT OR GEOTECHNICAL FIELD OBSERVATIONS.
E.ALL EXCAVATION, GRADING, AND FILL OPERATIONS WITHIN THE BUILDING AREA SHOULD BE OBSERVED BY
THE GEOTECHNICAL ENGINEER TO VERIFY SUBSOIL CONDITIONS AND DETERMINE ADEQUACY OF SITE
PREPARATION, SUITABILITY OF FILL MATERIALS AND COMPLIANCE WITH COMPACTION REQUIREMENTS.
F.THE CONTRACTOR SHALL PROVIDE SUITABLE METHODS & EQUIPMENT TO CONTROL DUST AND AIR
POLLUTION CAUSED BY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ALSO PROVIDE SUITABLE
MUD AND DIRT CONTAINMENT TO MAINTAIN THE WORK SITE. ACCESS ROADWAYS AND ADJACENT
PROPERTIES IN A CLEAN CONDITION.
G.ALL EXCAVATION AND GRADING SHALL BE IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF IDAHO
CITY CODES, UNIFORM BUILDING CODES, AND THE GEOTECHNICAL INVESTIGATION STUDY.
H.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL GRADING REPORT TO CONFIRM WORK HAS BEEN
PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS.
GRADING & DRAINAGE NOTES
3/4'' W 3/4'' W
1'' W 1'' W
2'' W 2'' W
3'' W 3'' W
4'' W 4'' W
6'' W 6'' W
8'' W 8'' W
WATER
PROPOSEDEXISTING
W W
A ALGEBRAIC GRADE CHANGE
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CEMENT OR CONCRETE
BC BUILDING CORNER
BCR BACK OF CURB RETURN
BFE BASE FLOOD ELEVATION
BFF BASEMENT FINISH FLOOR ELEVATION
BLDG BUILDING
BM BENCHMARK
BP BEGIN POINT
BV BUTTERFLY VALVE
BVC BEGIN VERTICAL CURVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
BVP BEGIN VERTICAL PROFILE
BVW BOTTOM OF VISIBLE WALL
C&G CURB & GUTTER
CL CENTERLINE
CB CATCH BASIN
CLR CLEAR
CO CLEANOUT
CONC CONCRETE
Cu COPPER
C.Y.CYCUBIC YARD
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWG DRAWING
E EAST OR EASTING
EA EACH
EL ELEVATION
EOC EDGE OF CONCRETE
EOP EDGE OF PAVEMENT
EP END POINT
ESMT EASEMENT
EVC END VERTICAL CURVE
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EVP END VERTICAL PROFILE
EX EXISTING
FF FINISHED FLOOR ELEVATION
FE FLANGE END
FG FINISHED GRADE ELEVATION
FL FLOW LINE
FJ FLANGE JOINT
FM FORCE MAIN
FPS FEET PER SECOND
FT FOOT OR FEET
FUT FUTURE
G GAS LINE
GB GRADE BREAK
GFF GARAGE FINISHED FLOOR ELEVATION
GV GATE VALVE
HGL HYDRAULIC GRADE LINE
HRZ HORIZONTAL
HP HIGH POINT
HWM HIGH WATER MARK
ID INSIDE DIAMETER
IN INCH(ES)
IRR IRRIGATION (PRESSURIZED)/ NON-POTABLE
K VERTICAL CURVE COEFFICIENT
L LENGTH
LF LINEAR FEET
L/S LANDSCAPE
LP LOW POINT
LT LEFT
MAX MAXIMUM
MFR MANUFACTURER
MGD MILLION GALLONS PER DAY
MID MIDDLE
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
N NORTH OR NORTHING, FRICTION FACTOR
N/A NOT APPLICABLE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OVHP OVERALL HIGH POINT
OVLP OVERALL LOW POINT
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PH PHASE
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
PUE PUBLIC UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
Q RATE OF FLOW
R RADIUS
R/W RIGHT OF WAY
REV REVISION
RT RIGHT
S SLOPE
S/W SIDEWALK
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SEC SECTION
SPEC SPECIFICATIONS
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
S/L STREETLIGHT
STA STATION
STD STANDARD
SVE SIGHT VISIBILITY EASEMENT
TBM TEMPORARY BENCH MARK
TC TOP OF CONCRETE
TBC TOP BACK OF CURB
TEMP TEMPORARY
TA TOP OF ASPHALT
TF TOP OF FOOTING
TG TOP OF GRATE
TRW TOP OF RETAINING WALL
TW TOP OF WALL
TYP TYPICAL
UTC UNTREATED BASE COURSE
V VELOCITY
VC VERTICAL CURVE
VRT VERTICAL
WTR WATER
W/WITH
MATCHLINE STA. XX+XX.XX
SEE SHEET PP-XX
UNKNOWN
18'' W 18'' W
24'' W 24'' W
30'' W 30'' W
36'' W 36'' W
EXISTING PROPOSED
ELECTRICAL MANHOLE
#
PROPOSED BUILDING FINISHED FLOOR ELEVATION
PARKING STALL COUNT
PROPOSED TBC SPOT ELEVATION (@ PC'S, PT'S & PL
PROPOSED EOP SPOT ELEVATION (@ EDGE OF
75.19
75.19
FFE: XXXX.XX
ABBREVIATIONSSTANDARD SYMBOLSHATCH PATTERNS
SURFACE FEATURES
BUILDING / PAD
CONCRETE SIDEWALK / FLATWORK
POOL DECK
XERISCAPE
HEAVY DUTY PAVEMENT SECTION
LIGHT DUTY PAVEMENT SECTION
RIPRAP
CALLOUTS
CONSTRUCTION KEYNOTE TAGS
DETAIL REFERENCE
1-1/2'' W 1-1/2'' W
SCALE:
X
-
DETAIL NAME
NTS
ADA ACCESS RAMP TRUNCATED DOMES
GRAVEL
LANDSCAPE AREAS / GRASS
35
D00 OR DEMO PLAN
OR GRADING PLAN
OR SITE PLAN
OR WATER
OR SEWER
OR STORM DRAIN
OR IRRIGATION
OR CABLE TV
OR TELEPHONE
OR GAS
OR MISCELLANEOUS
66
36
81
51
91
94
97
A
01
G1 G9
D99
50
65
80
90
93
96
99
Z
00 00OR POWER
FO
TV
T
E
JB
IR
PP
W W
S
SD
W
E
T
FO
IR
W
G
G
TV
T
W W
CO
SD
TP
BH
fo
tv
t
jb
ir
pp
s
w
e
t
fo
ir
w
g
g
tv
tb
co
e
sd
FIBER OPTIC MANHOLE
TELEPHONE MANHOLE
CABLE TV MANHOLE
ELECTRICAL POWER POLE
SIGNAL POLE
ELECTRICAL BOX
FIBER OPTIC BOX
JUNCTION BOX
TELEPHONE BOX
TELEPHONE PEDESTAL
CABLE TV BOX
LIGHT POLE
LIGHT POLE OPT 2
LIGHT POLE OPT 3
GAS MANHOLE
GAS METER
CLEANOUT
SEWER MANHOLE
IRRIGATION MANHOLE
IRRIGATION BOX
WATER MANHOLE
WATER METER
FIRE HYDRANT
FIRE HYDRANT OPT 2
GATE VALVE
GATE VALVE OPT 2
CROSS
TEE
90° BEND
45° BEND
22.5° BEND
11.25° BEND
WYE
REDUCER
CAP & PLUG
STORM DRAIN MANHOLE
AREA DRAIN ROUND
AREA DRAIN SQUARE
DROP INLET
CURB INLET
CURB INLET OPT 2
CURB INLET OPT 3
CURB DOUBLE INLET
CURB DOUBLE INLET OPT 2
COMBO BOX
OIL/WATER
SAND/GREASE
OIL/WATER
SAND/GREASE OPT 2
FLARED END LARGE
FLARED END SMALL
SIGN
BOLLARD
BORE HOLE
TEST PIT
SD
TP
BH
DECORATIVE BRICK / SIDEWALK /
FLATWORK / LANDSCAPE AREAS
10'' W 10'' W
12'' W 12'' W
14'' W 14'' W
16'' W 16'' W
48'' W 48'' W
60'' W 60'' W
72'' W 72'' W
3/4 INCH
1 INCH
1-1/2 INCH
2 INCH
3 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
14 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
48 INCH
60 INCH
72 INCH
4'' SD 4'' SD
6'' SD 6'' SD
10'' SD 10'' SD
12'' SD 12'' SD
15'' SD 15'' SD
16'' SD 16'' SD
18'' SD 18'' SD
STORM
PROPOSEDEXISTING
SD SDUNKNOWN
48'' SD 48'' SD
54'' SD 54'' SD
60'' SD 60'' SD
66'' SD 66'' SD
8'' SD 8'' SD
24'' SD 24'' SD
30'' SD 30'' SD
36'' SD 36'' SD
42'' SD 42'' SD
72'' SD 72'' SD
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
42 INCH
48 INCH
54 INCH
60 INCH
66 INCH
72 INCH
4'' SS 4'' SS
6'' SS 6'' SS
10'' SS 10'' SS
12'' SS 12'' SS
14'' SS 14'' SS
15'' SS 15'' SS
16'' SS 16'' SS
SEWER
PROPOSEDEXISTING
SS SSUNKNOWN
8'' SS 8'' SS
18'' SS 18'' SS
24'' SS 24'' SS
30'' SS 30'' SS
36'' SS 36'' SS
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
15 INCH
16 INCH
18 INCH
24 INCH
30 INCH
36 INCH
14 INCH
SSSERVICE LATERAL
1'' IRR 1'' IRR
2'' IRR 2'' IRR
6'' IRR 6'' IRR
8'' IRR 8'' IRR
10'' IRR 10'' IRR
12'' IRR 12'' IRR
IRRIGATION
PROPOSEDEXISTING
IRR IRRUNKNOWN
4'' IRR 4'' IRR
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
10 INCH
12 INCH
18 INCH
24 INCH
30 INCH
36 INCH
BEL BEL
2'' BEL 2'' BEL
4'' BEL 4'' BEL
6'' BEL 6'' BEL
8'' BEL 8'' BEL
10'' BEL 10'' BEL
A-1/0 A-1/0 A-1/0
POWER
PROPOSEDEXISTING
OHP OHPOVERHEAD
3'' BEL 3'' BEL
A-4/0 A-4/0 A-4/0
B-1/0 B-1/0
B-4/0 B-4/0 B-4/0
C-1/0 C-1/0
UNDERGROUND
2 INCH
3 INCH
4 INCH
6 INCH
10 INCH
1 PH A 1/0
1 PH A 4/0
1 PH B 1/0
1 PH B 4/0
1 PH C 1/0
8 INCH
SERVICE LATERAL
SERVICE LATERAL
C-4/0 C-4/0
ABC-4/0 ABC-4/0
ABC-750
SEC SEC
SL SL SL
A-1/0A-1/0A-1/0
A-4/0A-4/0A-4/0
B-1/0B-1/0
B-4/0B-4/0B-4/0
C-1/0C-1/0
C-4/0C-4/0
ABC-4/0ABC-4/0
ABC-750
SECSEC
SLSLSL
1 PH C 4/0
3 PH ABC 4/0
3 PH ABC 750A
SECONDARY
STREET LIGHT
BCTV BCTV
BFO BFO
TEL TEL
BTEL BTEL
COMMUNICATIONS
PROPOSEDEXISTING
CTV CTVOVERHEAD CABLE TV
FO FO
UNDERGROUND CABLE TV
OVERHEAD FIBER OPTIC
UNDERGROUNG FIBER OPTIC
ctv ctv
OVERHEAD TELEPHONE
UNDERGROUND TELEPHONE
1'' G 1'' G
2'' G 2'' G
6'' G 6'' G
8'' G 8'' G
12'' G 12'' G
GAS
PROPOSEDEXISTING
G GUNKNOWN
4'' G 4'' G
1 INCH
2 INCH
4 INCH
6 INCH
8 INCH
12 INCH
3 INCH
HPG HPGHIGH PRESSURE
LD LDLAND DRAIN
FILL FILL
LOD LOD
GB GB GB
HWM
HWM 1YR
HWM 5YR
HWM 10YR
CUT CUT CUT
HWM 25YR
HWM 50YR
HWM 100YR
X X X X X
CUT LINE
FILL LINE
LIMITS OF DISTURBANCE
DITCH
GRADE BREAK
HIGH WATER MARK
HIGH WATER MARK - 1 YEAR EVENT
HIGH WATER MARK - 5 YEAR EVENT
HIGH WATER MARK - 10 YEAR EVENT
HIGH WATER MARK - 25 YEAR EVENT
HIGH WATER MARK - 50 YEAR EVENT
HIGH WATER MARK - 100 YEAR EVENT
FENCE - BARBED
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - WOOD
WALL - BLOCK
WALL - PANEL
WALL - ROCK
R/W RIGHT OF WAY
WALL - CONCRETE
CENTERLINE (ROAD/ENTITY)
CURB & GUTTER
PARCEL LINE
PROPERTY BOUNDARY
10' PUBLIC UTILITY & DRAINAGE EASEMENT (P.U.E.)
JUT
TOP TOP TOP
>>>
MISCELLANEOUS
PROPOSEDEXISTING
DEMO
TOE TOE
UNKNOWN PIPE
JOINT UTILITY TRENCH
TOE OF SLOPE
TOP OF SLOPE
DIRECTIONAL FLOWLINE
GUARDRAIL
RAILROAD TRACKS
EDGE OF PAVEMENT
top top top
toe toe
PAINT STRIPE - SOLID
PAINT STRIPE - DOUBLE SOLID
PAINT STRIPE - BROKEN
PAINT STRIPE - BIKE LANE INTERSECTION
PAINT STRIPE - LANE DROP
PAINT STRIPE - LANE LINE EXTENSION
FUT FUT
LTG LTG
PED PED
DET DET
EXISTING/PROPOSED
TRAFFIC SIGNAL - DETECTION CONDUIT
PWR PWR
SIG SIG
TRAFFIC SIGNAL - FUTURE CONDUIT
TRAFFIC SIGNAL - LIGHTING CONDUIT
TRAFFIC SIGNAL - PEDESTRIAN CONDUIT
TRAFFIC SIGNAL - POWER SOURCE CONDUIT
TRAFFIC SIGNAL - SIGNAL CONDUIT
4000
4002
4000
4002
CONTOUR - MAJOR
CONTOUR - MINOR
2'' BEL 2'' BEL
4'' BEL 4'' BEL
6'' BEL 6'' BEL
8'' BEL 8'' BEL
10'' BEL 10'' BEL
3'' BEL 3'' BEL
H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_03_LEGEND.dwg - C.0.3 LEGEND - 3/02/2020 08:03am, cadenf
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ABS ID-O, LLC
DEED INSTR #381561
PASCORE, INC.
DEED INSTR #249975
HG PARTNERS, LLC
DEED INSTR #401811
HG PARTNERS, LLC
DEED INSTR #401811
PA
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PARCEL OF LAND LOCATED IN
SECTION 20, TOWNSHIP 6N, RANGE
40E, BOISE MERIDIAN, MADISON
COUNTY, IDAHO
PROPOSED LOT
0.636 AC
10'
4
1
.
7
'
1.5'
5
2
.
8
6
'
1.5'
4
3
.
1
9
'
27'6.2'
N
2
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EX SIGNALIZED APPROACH
48
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4869.5
S89°34'21"W
92.50'
N
4
1
°
3
1
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0
1
"
W
2
8
.
6
7
'
N0
°
0
8
'
2
9
"
W
17
4
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9
5
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S43
°
4
8
'
0
7
"
W
48.6
2
'
S0
°
1
3
'
4
5
"
E
16
1
.
8
1
'
N89°32'13"E
144.94'
0 20'40'
SCALE: 1" = 20'
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS &
ELEVATIONS PRIOR TO ORDERING MATERIALS FOR CONSTRUCTION.
2.ALL SUBSURFACE ITEMS DESIGNATED FOR REMOVAL SHALL BE
REPLACED WITH FILL MATERIAL PER PROJECT GEOTECHNICAL
REPORT. SAID MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS
SET FORTH IN PROJECT GEOTECHNICAL REPORT BY MTI, FILE
NUMBER E180207G AND DATED 10-11-2018.
3.CONTOURS ARE SHOWN AT 0.5' and 1' INTERVALS.
SHEET NOTES:
DEMOLITION/EXISTING KEY NOTES:
EXISTING SIDEWALK (PROTECT IN PLACE)
EXISTING LIGHT POLE (PROTECT IN PLACE)
EXISTING POWER POLE (PROTECT IN PLACE)
EXISTING SANITARY SEWER MANHOLE (PROTECT IN PLACE)
EXISTING 8" SANITARY SEWER MAIN (PROTECT IN PLACE)
EXISTING UNDERGROUND TELEPHONE CABLE (PROTECT IN PLACE)
EXISTING UNDERGROUND ELECTRIC CABLE (PROTECT IN PLACE)
EXISTING UNDERGROUND FIBER OPTIC CABLE (PROTECT IN PLACE)
EXISTING UNDERGROUND TV CABLE (PROTECT IN PLACE)
EXISTING OVERHEAD POWER CABLE (PROTECT IN PLACE)
EXISTING CURB & GUTTER (PROTECT IN PLACE)
EXISTING ASPHALT (PROTECT IN PLACE)
EXISTING ASPHALT (TO BE REMOVED)
EXISTING CURB & GUTTER (TO BE REMOVED)
EXISTING CURB & GUTTER (TO BE REMOVED & REPLACED)
EXISTING FIRE HYDRANT, WATER VALVE, WATER METER (PROTECT IN PLACE)
EXISTING LANDSCAPE ISLAND & CURBING (TO BE REMOVED)
EXISTING WATER MAIN (PROTECT IN PLACE)
EXISTING FENCE (PROTECT IN PLACE)
EXISTING TREE (TO BE REMOVED)
EXISTING RETAINING WALL (PROTECT IN PLACE)
SURVEY NOTE:
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 ACCORDANANCE WITH SAID
SURVEY.
BENCHMARK:
BM#1
ELEV: 4871.46'
N:791240.3293'
E: 758958.7957'
FOUND: PK & WASHER
BM#2
ELEV:4870.88'
N: 791402.3408'
E: 758958.1883'
FOUND: PK & WASHER
BM#3
ELEV:4872.39'
N: 791437.1284'
E: 758991.4898'
FOUND: 1\2" REBAR PLS 12457
BM#4
ELEV: 4872.16'
N: 791437.8380'
E: 759084.1026'
FOUND: 1\2" REBAR PLS 12458
BM#5
ELEV:4871.83'
N: 791416.6038'
E: 759103.0743'
FOUND: 1\2" REBAR PLS 12459
BM#6
ELEV: 4871.06'
N: 791241.4558'
E: 759103.7384'
FOUND: 1\2" REBAR PLS 12460
D01
D02
D03
D04
D05
D06
D07
D08
D09
D10
D11
D12
D13
BM #
H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_04_EXISTING.dwg - C.2.0 OVERALL EXISTING CONDITIONS & DEMO PLAN - 3/02/2020 08:04am, cadenf
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100'
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SNOW STORAGE AREA = 1,511 SF
H
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H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_05_SITE PLAN AND DETAILS.dwg - C.3.0 SITE PLAN - 3/02/2020 08:04am, cadenf
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C.3.0
CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS
ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED
ADA HANDICAP SIGN SEE DETAIL 3 THIS SHEET. SIGNS TO BE PLACED ON BUILDING OR MOUNTED ON
STAIR POSTS WHERE AVAILABLE
TRASH ENCLOSURE SEE ARCHITECTURAL PLANS FOR DETAILS
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 THIS SHEET
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
LANDSCAPED AREA, SEE LANDSCAPE PLAN
MODERATE DUTY ASPHALT, SEE TABLE THIS SHEET
ALL STRIPING PER MUTCD STANDARDS
MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS
STAMPED CONCRETE PATHWAY SEE ARCHITECTURAL PLANS FOR DETAILS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA) SEE DETAIL 4 THIS SHEET
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) SIGNS
SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY THIS SHEET
ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS
CONCRETE PAD FOR BENCHES. BENCHES PER ARCHITECTURAL PLANS
INSTALL "DO NOT ENTER" SIGN PER MUTCD STANDARDS
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
CONCRETE WHEEL STOPS LOCATED 18" MIN. FROM HEAD OF STALL PER REXBURG STANDARDS
SITE PLAN KEY NOTES:
LANDSCAPING TABLE
*OVERALL SITE LANDSCAPING
SITE AREA = 27,732 SF
TOTAL LANDSCAPING = 6,596 SF (23.8% OF SITE)
TOTAL HARDSCAPE = 18,907 SF (68.2% OF SITE)
TOTAL SNOW REMOVAL AREA = 14,930 SF (53.8% OF SITE)
TOTAL SNOW STORAGE = 1,511 SF (10.1% OF PLOW-ABLE
HARDSCAPE )
PARKING COUNT
LOCATION MINIMUM
REQUIRED PROVIDED
CITY REQUIRED ONSITE PARKING 12 23
ALBERTSON'S REQUIRED ONSITE PARKING 22 23
TOTAL 22 STALLS 23 STALLS
*MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING CALCULATION=
(3 STALLS PER 1,000 GROSS SQ FT) = (3,977 SQ FT / 1000) * 3 = 11.93 STALLS
*MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING PER ALBERTSONS = (5.5 STALLS PER 1,000
GROSS SQ FT) = (3,944 SQ FT / 1000) * 5.5 = 21.69 STALLS
-
MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION
59 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE
WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED
AGGREGATE MATERIALS
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE
REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF
THE GEOTECHINCAL REPORT (PREPARED BY MTI DATED
10-11-2018) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE
THAN 23 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY
REQUIREMENTS SHALL BE PER ISPWC SECTION 501, TABLE 1.
- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION
RIGID PAVEMENT SECTION:
THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE
PAVEMENT SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE
WITH THE MOST CURRENT AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH
IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS C-1-A AND C-1-B. NATIVE SUBGRADE
SOILS ON THE SITE ARE FROST SUSCEPTIBLE, AND THEREFORE, REQUIRE JOINTS SEALERS OR
UNDER-DRAINS.
MATERIAL SPECIFICATIONS:
PORTLAND CEMENT CONCRETE:4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI
GENERALLY COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE.
CRUSHED AGGREGATE BASE:MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION SECTION 303 AND 703 FOR AGGREGATES.
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS
DETAILED IN THE THE STRUCTURE FILL SECTION OF THE ORIGINAL
GEOTECHINCAL REPORT (PREPARED BY MTI DATED 10-11-2018) EXCEPT THAT
THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 23 THE COMPONENT
THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER TABLE 1,
ISPWC.
- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION
PCCP PAVEMENT SECTION SUMMARY
PORTLAND CEMENT
CONCRETE PAVEMENT 6.0 INCHES
CRUSHED AGGREGATE BASE 6.0 INCHES
STRUCTURAL SUBBASE NOT REQUIRED
COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
RECOMMENDATIONS PER GEOTECHNICAL REPORT PREPARED BY MTI,
FILE NUMBER E180207G AND DATED 10-11-2018
PC
BUILDING ANALYSIS
BUILDING
BUILDING AREA TOTAL 3,977 SF
MAX BUILDING HEIGHT 22'-0"
BUILDING TYPE (VB) *V-B (NO FIRE
SPRINKLERS)*
NOTES:
* BUILDING TYPE TO BE VERIFIED WITH
ARCHITECTURAL PLANS, ARCHITECTURAL PLANS
TO SUPERCEDE.
2
.
9
'
7
10
6
3/4" GRAVEL ROAD BASE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
1.
0
'
0.
5
'
0.
5
'
2''±
4''
1.5'
0.5'
FLAT PAN CURB & GUTTER1
C.3.0
1'
5
5
5
5
5
5
5
5
5
5
5
PC
PROPOSED BUILDING
N
2
N
D
E
S
T
N
2
N
D
E
S
T
TYPICAL HANDICAP SIGN DETAIL
NTSC.3.0
3
CAP TOP OF POST
3/5"X3 1/2"
CADMIUM PLATED
HEX HEAD BOLT WITH
FLAT LOCK WASHER
AND NUT
6'
-
0
"
3"
15
"
6"
12"
BLUE BACKGROUND W/
WHITE SYMBOL AND
LETTERING
PROVIDE SIGN THAT
IDENTIFIES ALL VAN
ACCESSIBLE STALLS.
REFER TO PLAN FOR
LOCATIONS
NOTE: TOP OF POST TO BE
CUT 1/2" BELOW TOP OF SIGN
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION MODERATE DUTY
ASPHALTIC CONCRETE 3.0"
CRUSHED AGGREGATE BASE 4.0"
STRUCTURAL SUBBASE 12.0"
SUBGRADE PREPARATION
(MAX LIFT PER GEOTECHNICAL
REPORT)
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT
PREPARED BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018
MD
13
13
13
13
18
18
19
SEWER TIE-IN PAVEMENT PATCH
1" = 10'C.3.0
2
SEE DETAIL 2 THIS SHEET
13
13
13
13
5
7
7
7
7
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
7
7
7
7
7
7
7
7
7
15
9
9
9
9
8
8
8
8
8
2
2
16
1
6
3 3
6
6
10 17
14
14
6 11
4
6
17
SNOW STORAGE AREA
5
INSTALL
TRUNCATED DOMES
INSTALL
TRUNCATED DOMES
18
18
12
12
SNOW STORAGE AREA DETAIL
1" = 10'C.3.0
4
5
2
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GR
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GR
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GR
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GRADE
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G
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GRADE
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GRA
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A
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GR
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PROPOSED
BUILDING
1.0%
1.7%
2.0%
2
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2
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1
%
2
.
5
%
2.
2
%
2.
3
%
2.
3
%
2.3
%
2.3
%
2.
2
%
2.2%
1.8
%
1.9
%1.6
%
1.5
%
1.4
%
1.5%
1.9%
1.6%
2.6
%
1.
5
%
1.
5
%
1.
5
%
3.8%3.6%
2.7
%
1.5%
1.9%
1.7%
2.3%
2.5%
2.2%
4.
4
%
2.2
%
1.0%
1.8%
1.4%
1.8%
1.5
%
1.5
%
1.7
%
1.7
%
1.
4
%
1.
9
%
1
.
5
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1
.
9
%
1.8%
2.5
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1.5%
2
.
3
%
2.
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2.8%
4.6%
3.7%
1
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9
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1.
5
%
1
.
7
%
1
.
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8.0%6.8%
1.
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1
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8
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1.
7
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1
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6
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1.
4
%
1.
3
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1
.
5
%
1.
7
%
1.5%
1.6%
1.
5
%
1.
3
%
1.1%1.2%
1.5
%
4.0%1.5%
1.5%
1.6%
1.6%
1.7%1.7%
1.8%
1.7%
1.
8
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2.0
%
0
.
6
%
3
.
2
%
5
.
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1.7%
2.3%
2.1%
1
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6
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1.
2
%
3.4
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6.
2
%
1.4%
1.6%
1.8%
4.9
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5.1
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1.2
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7
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3
.
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3.4
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1
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6
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2.6
%
0.9%
1.
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4.
2
%
6.
2
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10
.
0
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8.5
%
6.9%
1.8
%
2.
3
%
0.5%
6.2%
5.7%
5.8%
5.0%
1.2%
1
.
1
%
1.2%
10.2%
14.1%
17.0%
19.7
%
27
.
4
%
30
.
9
%
26
.
7
%
20
.
5
%
14
.
4
%
9.3
%
2
.
3
%
0.0%0.0%
0.9%0.4%
1.
0
%
1.
8
%
1.2%
1.
6
%
5.
0
%
2.
5
%
0.
3
%
2.0%
1.
2
%
0.8%0.1%
2.
0
%
2.
5
%
0.0%
0.0%
2.
7
%
2.
0
%
1.
4
%
0.
1
%
1.
0
%
0.
4
%
0.
6
%
0.6%0.5%0.5%0.5%1.7%
0.0%1.4%0.0%2.5%
1.4
%
1.
7
%
2.
2
%
1.2
%
1
.
2
%
1.
2
%
2.
5
%
FFE: 4871.80
GRADE
BREAK
GRADE
BREAK
GRADE
BREAK
TBC: 4871.74
MATCH EXISTING
TBC: 4871.63
MATCH EXISTING
TBC: 4871.57
MATCH EXISTING
TBC: 4871.56
MATCH EXISTING
TBC: 4871.54
MATCH EXISTING
TBC: 4871.53
MATCH EXISTING
TBC: 4871.61
MATCH EXISTING
TBC: 4871.61
MATCH EXISTING
TBC: 4871.21
MATCH EXISTING
TOA: 4871.25
MATCH EXISTING
TOA: 4871.14
MATCH EXISTING
TOA: 4871.03
MATCH EXISTING
TOA: 4870.96
MATCH EXISTING
TOA:4871.09
TOA:4871.23
TOA:4871.54TOA:4871.49TOA:4870.98
TOA:4870.77
TOA:4870.86
TOA:4871.05
TOA:4871.14
TOA:4871.32
TOA:4871.40
TOA:4870.85
TOA:4870.62
TOA:4870.39
TOG:4870.30 TOA:4870.75
TOA:4871.00
TOA:4870.94
TOA:4870.93
TOA:4871.05
TOA:4871.14
TOA:4871.16
TOA:4870.89
TOG:4870.36 TOA:4870.36
TOA:4870.72
TOA:4870.97 TOA:4871.01
TOA:4871.03
TOA:4871.07 TOA:4871.11
TOA:4871.15
TOA:4871.17
TOA:4870.84
TOG:4870.45
TOA:4870.49
TOA:4870.54
TOA:4870.65 TOA:4870.97
TOC: 4870.55
TOC: 4871.30TOC: 4871.30
TOC: 4870.55
TOC: 4871.02
TOC: 4871.11
TOC: 4871.11
TOC: 4871.02
TOC: 4870.66
TOC: 4871.39TOC: 4871.39
TOC: 4871.48 TOC: 4871.49
TOC: 4871.05
TOC: 4871.07
TOC: 4871.68
TOC: 4871.43
TOC: 4871.72
TOC: 4871.21TOC: 4871.16
TOC: 4871.60TOC: 4871.60
TOC: 4871.54
TOC: 4871.45
TOC: 4871.65
TOC: 4871.80
TOC: 4871.68
TOC: 4871.80
TOC: 4871.30
TOC: 4871.73
TOC: 4871.80 TOC: 4871.63
TOC: 4871.65TOC: 4871.80
TOC: 4871.80 TOC: 4871.65
TBC: 4871.48 TBC: 4871.99
TBC: 4872.04
TBC: 4871.73
TBC: 4871.59
TBC: 4871.27
TBC: 4871.36
TBC: 4871.55
TBC: 4871.64
TBC: 4871.82
TBC DEP: 4871.42
TBC DEP: 4871.51
TBC: 4871.90
TBC: 4871.54
TBC: 4871.35
TBC: 4871.12
TBC: 4870.89
TBC: 4870.80 TBC: 4871.05 TBC: 4871.16 TBC: 4871.05 TBC: 4870.99 TBC: 4871.25
TBC: 4871.50
TBC: 4871.44TBC: 4871.80TBC: 4871.80
TBC: 4871.43
TBC: 4871.55
TBC: 4871.64
TBC: 4871.66
TBC DEP: 4871.51
TBC DEP: 4871.42
TBC: 4871.39
TBC: 4870.86
TBC: 4870.86
TBC: 4871.22
TBC: 4871.47 TBC: 4871.65
TBC DEP: 4871.14TBC DEP: 4871.09
TBC: 4871.53TBC: 4871.51 TBC: 4871.34
TBC: 4870.95
TBC: 4871.04
TBC: 4870.99
TOG:4870.49
FFE: 4871.80
FFE: 4871.80 FFE: 4871.80
FFE: 4871.80FFE: 4871.80
FFE: 4871.80
FFE: 4871.80FFE: 4871.80
FFE: 4871.80
FFE: 4871.80
FFE: 4871.80
FG: 4871.80
FG: 4871.59
TOC: 4871.61
TOC: 4871.61
TOC: 4871.61
TOC: 4871.61
TOC: 4871.02TOC: 4871.02
TBC: 4871.72TBC: 4871.60
TOA:4871.04
PIER: 4871.80
PIER: 4871.80 PIER: 4871.80
H O R R O C
K
S
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N
G I N E E R SN
0 10'20'
SCALE: 1" = 10'
H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_06_GRADING PLAN.dwg - C.4.0 GRADING PLAN - 3/02/2020 08:05am, cadenf
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NOT FOR
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C.4.0
SHEET NOTE:
1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS
2. SEE SHEET C.5.0 FOR DRAINAGE DETAILS
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TOA:4871.23
TOA:4870.87
TOA:4871.42
TOA:4870.90
4871.
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3
S
D
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S
D
SD
w
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38LF OF 6" S.D. @ 2.31%
36
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31LF OF 12" S.D. @ 0.25%
63LF OF 12" S.D. @ 0.25%34LF OF 12" S.D. @ 0.24%
17LF OF 6" S.D. @ 1.24%
76LF OF 12" S.D. @ 1.03%
34LF OF 12" S.D. @ 0.89%
18LF OF 24" S.D. @ 0.00%
24LF OF 6" S.D. @ 0.98%
43
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"
S
.
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.
@
5
.
0
9
%
16LF OF 4" S.S. @ 2.00%
21LF OF 4" S.S. @ 2.00%
12LF OF 4" S.S. @ 2.00%
SD TEE-A
INV IN: 4867.06 12" (S)
INV IN: 4867.06 6" (E)
INV OUT: 4867.06 12" (N)
SD INLET-C
RIM: 4870.30
INV IN: 4867.25 12" (E)
INV OUT: 4867.15 12" (N)
SD JUNCTION-A
RIM: 4871.04
INV IN: 4866.85 12" (S)
INV OUT: 4866.75 12" (E)
SD RD-2
INV OUT: 4867.94 6" (W)
SD INLET-D
RIM: 4870.49
INV OUT: 4867.49 12" (W)
SD TEE-B
INV IN: 4867.41 12" (E)
INV IN: 4867.41 6" (N)
INV OUT: 4867.41 12" (W)
SD RD-3
INV OUT: 4867.62 6" (S)
SD INLET-A
RIM: 4870.36
INV IN: 4866.67 12" (E)
INV IN: 4866.67 12" (W)
INV OUT: 4866.57 12" (N)
SD S&G-A
RIM: 4871.00
INV IN: 4866.27 12" (S)
INV OUT: 4865.87 24" (E)
SD INLET-B
RIM: 4870.45
INV IN: 4867.95 6" (S)
INV OUT: 4867.45 12" (W)
SD RD-1
INV OUT: 4868.19 6" (N)
SS CO - 1
RIM: 4872.46
INV IN: 4862.94 4" (NE)
SS PLUG-1
INV OUT: 4865.13 4" (S)
FFE 4871.80
PROPOSED
BUILDING
52'
25
'
61LF OF 4" S.S. @ 2.00%
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 2" SERVICE LINE TO EXISTING 8" WATER MAIN PER ISPWC
SD-402. COORD WITH CITY OF REXBURG AND ITD FOR BORING AND
CONNECTION TO EXISTING MAIN LINE
INSTALL CAP AND MARKER, SEE PLUMBING PLANS FOR
CONTINUATION
INSTALL 2" PIPE, LENGTH PER PLANS, MUST MAINTAIN 6' COVER
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" GATE VALVE
26
27
28
29
30
31
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL 12" X 6" TEE
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 30" STORM DRAIN STRUCTURE WITH SOLID CIRCULAR LID
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A THIS
SHEET
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
51
52
53
54
55
56
57
58
59
GENERAL NOTES:
1.ALL RIMS, VALVE LIDS SHALL BE SET FLUSH TO FINISH SURFACES
2.CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT
EXISTING SANITARY SEWER DURING CONSTRUCTION.
3.STORM DRAIN PIPE TO BE SDR 35 FOR 6" PIPE, AND SANITITE HP OR
APPROVED EQUAL FOR PIPES 12" AND LARGER, USE OTHER PIPE TYPES
WHERE SPECIFIED.
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
H O R R O C
K
S
E
N
G I N E E R SN
0 20'40'
SCALE: 1" = 20'
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION OF EXISTING SEWER LINE AND
NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES AT
CONNECTION POINT PER REXBURG STANDARDS.
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
LOCATION TO INSTALL TRAFFIC RATED SEWER CLEANOUT PER
ISPWC SD-506 (SEPARATION AND NUMBER OF CLEANOUTS PER
PLUMBING CODE)
BRING SEWER PIPE UP TO SERVICE LINE GRADE WITH (2) 45
DEGREE FITTINGS PER ISPWC SD-511
NOT USED
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
71
72
73
74
75
76
H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_07_UTILITY PLAN AND DETAILS.dwg - C.5.0 UTILITY PLAN - 3/02/2020 08:06am, cadenf
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116 LF 2" WATER SERVICE
118 LF 2" WATER SERVICE
& BORE SLEEVE (COORD WITH ITD &
CITY OF REXBURG ON BORING SIZE,
LOCATION, DEPTH, AND LENGTH)
VERIFY EXACT LOCATION &
SIZE OF WATER MAIN
30
N
2
N
D
E
A
S
T
S
T
/
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W
Y
3
3
14 LF 2" WATER SERVICE
B
B
B
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A
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2
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51 51
52
52
52
52
52
52
52
52
73
53
53
54
54
54
55
58
29
29
12" MIN.
SIZE PER
TABLE
12" MIN.
ADS N-12 PERFORATED
INFILTRATION PIPE, SIZE PER TABLE(OR
EQUIVALENT)
NOTES:
1)STORMWATER DISTRIBUTION PIPES TO BE PERFORATED ADS N-12 INFILTRATION PIPE, SIZE
PER TABLE(OR EQUIVALENT)
2)ALL WASHED STONE IN INFILTRATION TRENCH TO BE GRANITE. LIMESTONE BASED GRAVEL
WILL NOT BE ACCEPTED. MATERIAL TO BE APPROVED BY GEOTECH
3)INFILTRATION TRENCH TO BE LINED IN FILTER FABRIC - TOP AND SIDES.
4)INFILTRATION STONE TO BE 3/4" TO 2" GRANITE, OR APPROVED EQUAL, FREE FROM SLATE,
SHALE, CLAY & SILT
UNDISTURBED MATERIAL
95% COMPACTED FILL
(D)
5' (TYP)
MIN. 1' OF
ASTM C33 FILTER SAND
3/4" TO 2" WASHED,
GRANITE STONE
PAVEMENT 5' MIN
(TYP)
1' MIN
(TYP)
TYPICAL SECTION A
5' (TYP)
FILTER FABRIC TO BE PLACED AROUND TOP,
AND SIDES OF INFILTRATION CHAMBER. FABRIC
TO BE AMOCO 4545 NON-WOVEN OR
EQUIVALENT LAYER OF CLEAN, WASHED SAND
TO BE INSTALLED BELOW FILTER FABRIC
1.GROUND WATER IS NOT FOUND WITHIN 10' OF THE SURFACE BASED ON THE PROJECT GEOTECHNICAL REPORT DATED
02/14/2019. IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR REDESIGN
OF SEEPAGE TRENCHES TO PROVIDE 3' MINIMUM CLEARANCE BETWEEN GROUNDWATER AND THE BOTTOM OF THE TRENCH.
UNTIMELY NOTIFICATION OF THE ENGINEER MAY RESULT IN ADDITIONAL COSTS TO THE CONTRACTOR.
2.WHEN ROCK IS ENCOUNTERED, CONTRACTOR SHALL HAVE PERCOLATION TEST PERFORMED BY SOILS ENGINEER AFTER
SEEPAGE TRENCH IS FULLY EXCAVATED. IF THE PERCOLATION TEST IS LESS THAN SPECIFIED BY THE SOILS REPORT AND
ENGINEER, CONTRACTOR SHALL BLAST TO CREATE CRACKS IN ROCK FOR DRAINAGE TO OCCUR, OR REDESIGN OF THE SYSTEM
TO ACHIEVE REQUIRED CRITERIA. IN SUCH AREAS THE FINE AGGREGATE LAYER MAY BE REDUCED TO 1.5'
3.THE TRENCH SHALL BE EXTENDED INTO ANY POORLY GRADED GRAVEL LAYER A MINIMUM OF 1.5'. BACKFILL WITH A LOW FINE PIT
RUN MATERIAL IS ACCEPTABLE BETWEEN THE BOTTOM OF THE TRENCH AND THE FINE AGGREGATE LAYER IF AVAILABLE.
4.SAND SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 800, ASTM C33, OR ITD SPECIFICATION 703.02.
WRAP TRENCHES TOP
AND SIDES WITH AMOCO
4545 OR EQUIVALENT
END CAP
2' MIN. COVER
OVER CRUSHED GRAVEL
IN PAVED AREAS
SLOPE=0%(D )
1'2' MIN. TO THE
TOP OF PIPE
ROADWAY SURFACING
UNDISTURBED MATERIAL
TO DISTRIBUTION HEADER
EXCAVATE TO FREE DRAINING
SAND AND GRAVEL PER PROJECT
GEOTECHNICAL REPORT.
CONSULT GEOTECHNICAL
ENGINEER (TYP) (BOTTOM OF
SAND AS SHOWN SHALL BE THE
MINIMUM EXCAVATION)TYPICAL SECTION B
ELEV:(A )
INFILTRATION TABLE
INFILTRATION
TRENCH
DRAINAGE
AREA
(FT²)
DESIGNED
STORM
(YEAR(S))
DESIGNED
STORM VOLUME
(FT³)
VOLUME
PROVIDED
(FT³)
(L)
LENGTH
(FEET)
(W)
WIDTH
(FEET)
(D)
DEPTH
(FEET)
ELEVATION PERFORATED
PIPE SIZEABC
-27,732 25 3,850 4,099 52'25.0'8'4865.87 4868.87 4860.87 24"
NOTE: POROSITY OF ROCK IS 30% PER CITY STANDARD
3/4" TO 2"WASHED
GRANITE STONE
THROAT WIDTH
RING AND GRATE ELEVATION
INVERT IN (FROM
INLETS)
OUTLET BAFFLE WALL
ELEVATION
INLET BAFFLE WALL
ELEVATION
SAND & GREASE TRAP SPECIFICATIONS
SIZE
(GALLONS)NAME
RING &
GRATE
ELEVATION
INVERT IN
ELEVATION
INLET BAFFLE
WALL
ELEVATION
THROAT WIDTH
(INCHES)
OUTLET
BAFFLE WALL
ELEVATION
INVERT OUT
ELEVATION
1500
S&G
INTERCEPTOR A
(STORM)
4871.00 4866.27 4865.67 11 4866.17 4865.87
SAND & GREASE TRAP NOTES:
1.REFER TO SITE GEOTECH REPORT, PREPARED BY MTI & DATED 02/14/2019, FOR INFILTRATION FACILITY DESIGN.
2.SEE THE GRADING PLAN FOR MORE AND/GREASE TRAP ELEVATIONS.
3.REFER TO THE SAND AND GREASE TRAP STANDARD DRAWING, ISPWC SD-624 FOR MORE DETAIL.
4.THE SAND AND GREASE TRAP MUST BE CONSTRUCTED PER THE SPECIFICATIONS DESCRIBED IN THE ISPWC SPECIFICATIONS AND SD-624 FOR MORE
DETAIL.
5.SEE THE STORM DRAIN PLAN FOR THE SAND & GREASE TRAP LOCATIONS AND THE OBSERVATION WELL PIT LOCATIONS.
6.THE INVERT IN OF THE DISTRIBUTION HEADER PIPE MUST BE A MINIMUM OF 0.10 FEET HIGHER THAN THE INVERT OUT.
INVERT OUT (TO INFILTRATION
TRENCH) MUST BE A MINIMUM OF
0.10' BELOW INFLOW INVERT
PROFILE VIEW
SCALE:
1
-
TYPICAL INFILTRATION TRENCH DETAIL
NTS
SCALE:
1A
-
SAND & GREASE TRAP DETAIL
NTS
2' MIN.
ELEV:(B )
ELEV:(C )
72
72
ELEV: 4868.87'
ELEV: 4860.87'
31
59
ADJUST TO MATCH FINISH GRADE
30
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SD
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D
LO
D
LO
D
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D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF
S
F
S
F
S
F
S
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2
48
7
2
48
7
2
48
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2
4
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3
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48
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3
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SF
SF
SF
SF
SF
SF
SF
H O R R O C
K
S
E
N
G I N E E R SN
0 10'20'
SCALE: 1" = 10'
PROPERTY LINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED CURB AND GUTTER
DIRECTION OF OVERLAND FLOW
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASH OUT
SILT FENCE
LIMITS OF DISTURBANCE
TEMPORARY DITCH
TEMPORARY INLET PROTECTION
LEGEND:
SF SF
LOD LOD
H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_08_EROSION AND SEDIMENT CONTROL PLAN.dwg - C.6.0 EROSION AND SEDIMENT CONTROL PLAN - 3/02/2020 08:09am, cadenf
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C.6.0
INSTALL TEMPORARY INLET PROTECTION AT STORM DRAIN
INLETS, 2 BAGS HIGH PER BMP31. ALL SILT TO BE REMOVED
REGULARLY(FOR EXISTING AND PROPOSED INLETS)
STABILIZED CONSTRUCTION ENTRANCE PER APWA 126 AT
ENTRANCES AS SHOWN.
CONSTRUCT SILT FENCE/PRESERVATION PER BMP 63-68
PROVIDE DUST CONTROL FOR ENTIRE SITE.
CONCRETE WASHOUT AREA
1)BMP NEEDS FOR STORM WATER RUNOFF FOR A PARTICULAR AREA WILL BE
DETERMINED WHEN A NEW STRUCTURE IS PROPOSED FOR CONSTRUCTION.
2)IT IS NOT INTENDED FOR THE SITE TO RECEIVE ANY ONCOMING FLOW FROM
OUTSIDE SOURCES NOT CONTAINED IN EXISTING FLOW STRUCTURES.
3)FIELD MARK LIMITS OF DISTURBANCE FOR APPROVAL BY LOCAL AUTHORITY
AND OBTAIN APPROPRIATE STORM WATER MANAGEMENT PERMIT.
4)INSTALL SILT FENCE AND/OR ENVIRONMENTAL FENCE AROUND PERIMETER OF
PROJECT AS INDICATED ON THIS PLAN SHEET.
5)INSTALL SEDIMENT CONTROL MEASURES INDICATED IN ALL EXISTING STORM
DRAIN INLETS ADJACENT TO THE CONSTRUCTION SITE.
6)CONTRACTOR WILL BEGIN DEMOLITION, GRADING, EXCAVATION, AND
CONSTRUCTING SITE UTILITY IMPROVEMENTS AS NEW DRAINAGE ELEMENTS
ARE COMPLETED, CONSTRUCT SEDIMENT PROTECTION AT ALL NEW INLETS.
7)AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE STABILIZED WITH
NATIVE GRASS MATERIAL OUTSIDE THE STREET RIGHT OF WAY AND
PAVEMENT AREAS OF PARKING AND DRIVEWAY AREAS. SITE STABILIZATION
OF AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO BE COMPLETED
WITHIN 14 DAYS OF FINISHING AN AREA TO THE FINAL LINES AND GRADES
INDICATED ON THE GRADING PLAN.
8)LANDSCAPE ESTABLISHMENT, REMOVE TEMPORARY MEASURES AND CLEAN
STORM DRAIN SYSTEM PRIOR TO RELEASING SYSTEM TO PROJECT OWNER.
9)DISCHARGE FROM THE SITE WILL BE THROUGH THE NEW STORM DRAIN
SYSTEM AND INTO THE SNAKE RIVER LANDING COMMUNAL SYSTEM.
10)THE BMPS AND SITE WILL BE MONITORED REGULARLY, ANY ADDITIONAL
BMPS THAT ARE NEEDED WILL BE DETERMINED DURING REGULAR
INSPECTIONS AND INSTALLED ACCORDING TO SPECIFICATIONS.
11)CONTRACTOR TO UTILIZE STABLIZED CONSTRUCTION ENTRANCE FOR
VEHICLE TIRE WASH, AS NECESSARY.
APPROXIMATE QUANTITY SUMMARY
LINEAR FIBER ROLL -
SILT FENCE 542 LF
CONSTRUCTION FENCE -
EARTH DIKE & DRAINAGE
SWALE -
RIP RAP -
HYDROSEEDING -
STABILIZED CONSTRUCTION
ENTRANCE 2 EA
STABILIZED STAGING AREA 1 EA
CONCRETE WASH OUT 1 EA
SEDIMENT BASIN -
WHEEL WASH -
INLET PROTECTION 4 EA
CHECK DAM -
LIMITS OF DISTURBANCE ±0.62 AC
PROJECT ACRES ±0.64 AC
R25'
1" TO 3"
COARSE AGGREGATE
FILTER FABRIC
50' MIN
PU
B
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HA
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A
C
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STABILIZED CONSTRUCTION ENTRANCE
30'
MIN
12"
DIAMETER ROCK
6" MIN
18" MIN
18
"
M
I
N
48" MIN48" MIN
4" PVC PIPE
FLOW
CROSS-SECTION
WOVEN FABRIC SANDBAG FILLED WITH
COARSE SAND-MIN WEIGHT 40 LBS.
24" MIN
FRONT VIEW
4" PVC PIPE FOR DRAINAGE
SANDBAG BARRIER
INLET PROTECTION (PAVED AREA)
RETRIEVAL STRAP
OVERFLOW
(PEAK STORM)
SEDIMENT ACCUMULATION
GEOTEXTILE FABRIC
SILT FENCE
BMP 63-68
EQUAL ALTERNATE: STEEL FENCE POST
FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE
STAPLES OR WIRE RINGS TO ATTACH FABRIC
TO WIRE
2" X 2" 14 GA WIRE
FABRIC OR EQUIV.
BURY BOTTOM OF FILTER MATERIAL IN
8" X 12" TRENCH
FILTER FABRIC MATERIAL
2" X 2" 14 GA WIRE
FABRIC OR EQUIV.
PROVIDE 3/4" - 1 1/2" WASHED GRAVEL
BACKFILL IN TRENCH AND ON BOTH
SIDES OR FILTER FENCE FABRIC ON
THE SURFACE
2" X 4" WOOD POST ALT:
STEEL FENCE POSTS
8"
12
"
2'-
6
"
2'
-
0
"
5'
-
0
"
6"
PROPOSED BUILDING
3,966 SF
1
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