HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (2) 4.22.22 - 21-00514 - Wight Subdivision - RPR6N40E175400 - Short Plat-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
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 : Wight Subdivision - RPR6N40E175400 - Short Plat
Address :
Record Type : Short Plat
Document Filename : INFRASTRUCTURE PLAN Rev. (2) 4.22.22 - 21-00514 - Wight Subdivision - RPR6N40E175400 - Short Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00514
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C.1.0 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
C.1.0 Stamp Tawnya Grover : P&Z Open 1 Plan Received
C.1.0 Stamp Kyle Baldwin : P&Z Open 1 Approved - Planning and Zoning
C.3.0 Stamp Joel Gray : PW Open 5 Approved - Public Works
Short Plat
Approval of plans does not constitute approval of variance from code
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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
NEVADA
STATE MAP
VICINITY MAP
ENGINEER:
HORROCKS ENGINEERS
Know what's below.
Call before you dig.
R
PROJECT SITE
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S IMPROVEMENT DRAWINGS
FOR
2ND EAST ROAD IMPROVEMENTS
REXBURG, IDAHO
SHEET INDEX
PAGE #SHEET #SHEET TITLE
1 C.1.0 COVER SHEET
2 C.1.1 GENERAL NOTES
3 C.1.2 LEGEND
4 C.2.0 EXISTING CONDITIONS & DEMO
5 C.3.0 PLAN & PROFILE
6 C.3.1 SITE PLAN DETAILS
7 C.4.0 EROSION CONTROL
2194 Snake River Pkwy, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CONTACT: Caden Fuhriman, PE
OWNER/APPLICANT:
TETON MANAGEMENT GROUP
P.O.BOX 217
TETONIA, IDAHO 83452
(208)670-0344
CONTACT: ZACHARY HARMON
N
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C.1.0
UTILITIES:
POWER- ROCKY MOUNTAIN POWER
GAS- INTERMOUNTAIN GAS
SEWER- CITY OF REXBURG
WATER- CITY OF REXBURG
REVISIONS
DESCRIPTIONBYDATEREV
E 7TH N
MORAN VIEW RD.
MORAN VIEW RD.
E 7TH N
W 1000 N
W 1000 N
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4873.96'
N: 793992.91'
E: 758743.85'
FOUND: RBNC BENT
CP#2
ELEV: 4874.83'
N: 794312.56'
E: 758745.21'
FOUND: RBAC
CP#3
ELEV: 4875.97'
N: 794316.31'
E: 758703.19'
FOUND: RBAC
CP#CONTROL POINTS
BASIS OF BEARING
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.
SURVEY NOTE
BEARINGS SHOWN HEREIN ARE BASED ON THE IDAHO STATE
PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83 DATUM.
DISTANCES SHOWN HEREON ARE GROUND DISTANCES USING
AN AVERAGE PROJECT ELEVATION OF 4900 FEET.
03/23/22
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C.1.1
1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO
SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM CITY OF REXBURG AT LEAST
TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION.
GENERAL NOTES UTILITY NOTES
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 (2016), AND IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2020).
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 REXBURG AND IDAHO
STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARDS THE SPECIFICATIONS AND DRAWINGS ARE
AVAILABLE ONLINE AT: 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.
3.CONTRACTOR SHALL CONFORM TO THE CITY OF REXBURG REQUIREMENTS HAVING TRACER
WIRE ON ALL WATER 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
ROADWAY
·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2020).
·IDAHO DEQ TECHNICAL GUIDANCE MANUAL
·CITY OF REXBURG ENGINEERING STANDARDS (2016)
NOTE:
CONTRACTOR SHALL MAINTAIN A CURRENT COPY OF ALL PROJECT SPECIFICATIONS AND STANDARDS AT THE
JOBSITE DURING CONSTRUCTION.
PROJECT SPECIFICATIONS AND STANDARDS
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
03/23/22
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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.CY CUBIC 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
S
SD
W
E
T
FO
IR
W
G
G
TV
T
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
SERVICE 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 BTEL
COMMUNICATIONS
PROPOSEDEXISTING
CTV CTVOVERHEAD CABLE TV
FO FO
UNDERGROUND CABLE TV
OVERHEAD FIBER OPTIC
UNDERGROUNG FIBER OPTIC
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
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
LD
-
4
9
1
3
-
2
2
CJ
F
JB
F
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3
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3
C.1.2
NOTE:
NOT ALL HATCHES, LINETYPES,
AND SYMBOLS SHOWN ON THIS
SHEET ARE INCLUDED IN THIS
PLAN SET.
03/23/22
PRE
L
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S3
0
°
1
1
'
0
6
"
W
5
3
1
.
5
1
'
N89°58'23"W 357.25'
S89°48'54"E 623.00'
LOT 1
1.62 AC
LOT 2
1.55 AC
LOT 3
1.50 AC
S89°58'23"E 422.05'
30'
CROSS ACCESS
EASEMENT
48
7
4
487
4
487
4
4
8
7
4
4875
487
4
48
7
4
4875
4874
487
4
4874
487
4
4
8
7
4
48
7
4
48
7
5
4876
4873
4
8
7
4
48
7
4
4874
4
8
7
4
48
7
6
48
7
5
4874
48
7
4
48
7
5
4
8
7
6
48
7
5
487
5
48
7
4
48
7
3
487
5
48
7
4
48
7
3
48
7
3
4
8
7
5
48
7
6
15'
P.U.E.
A=131.83
R=1550.000
D=4°52'24"
C=131.79
CB=S6° 37' 39"W
A=102.77
R=1550.000
D=3°47'56"
C=102.75
CB=S2° 17' 29"W
S0°23'31"W 32.68'
S9°03'51"W 19.35'
1 5
RE
V
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#
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PRELIMINARY
NOT FOR
CONSTRUCTION
ww
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#
2 3 4
21
9
4
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C.2.0
H
O R R O C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
- VERTICAL CONTROL DATUM BASED ON NAVD88
CP#1
ELEV: 4873.96'
N: 793992.91'
E: 758743.85'
FOUND: RBNC BENT
CP#2
ELEV: 4874.83'
N: 794312.56'
E: 758745.21'
FOUND: RBAC
CP#3
ELEV: 4875.97'
N: 794316.31'
E: 758703.19'
FOUND: RBAC
CP#
CONTROL POINTS
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS &
ELEVATIONS PRIOR TO ORDERING MATERIALS FOR
CONSTRUCTION.
2.SIDEWALK, CURB AND GUTTER OFF-SITE TO BE COMPLETED
BY OTHERS
3.CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
4.ALL ELEVATIONS ARE FG
SHEET NOTE
BASIS OF BEARING
DEMOLITION/EXISTING KEY NOTES:
EXISTING ASPHALT, SAW CUT AS REQUIRED
REMOVE AND RELOCATE POWER POLE (BY OTHERS)
D01
D02
PROTECT IN PLACE NOTES:
EXISTING 12" WATER LINE
EXISTING WATER GATE VALVE
EXISTING FIRE HYDRANT
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE
EXISTING ASPHALT
EXISTING TELECOMMUNICATIONS BOX
EXISTING STREET SIGN
EXISTING GAS LINE
EXISTING FIBER OPTIC BOX
EXISTING BILLBOARD
EXISTING CURB & GUTTER
EXISTING ASPHALT WALKWAY
NOT USED
EXISTING IRRIGATION BOX
EXISTING OVERHEAD POWER
EXISTING POWER POLE
EXISTING GUY-WIRE
EXISTING APPROACH
EXISTING EDGE OF ASPHALT
EXISTING 8" WATER LINE
EXISTING WATER SERVICE LINE
P01
P02
P03
P04
P05
P06
P07
P08
P09
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
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.
SURVEY NOTE
BEARINGS SHOWN HEREIN ARE BASED ON THE IDAHO STATE PLANE COORDINATE
SYSTEM, EAST ZONE, NAD 83 DATUM. DISTANCES SHOWN HEREON ARE GROUND
DISTANCES USING AN AVERAGE PROJECT ELEVATION OF 4900 FEET.
P02P03
P04
P05
P06
P07
P08
P03
P05
P05
P07
P07
P07
P08
P10
P12 P13
P11
CP#1
CP#2
CP#3
P15
P01
P01
P01
P22
P01
P02
P02
P04
P04
P04
P04
P06
P06
P09
P09
P09
P09
P09
P07
P16
P17
P17
P17
D02
D02
P16
P16
P16
P16
P16
P18
P18
P19
P19
P19
P20
P20
P20
P20
P20
D01
D01
D01
D01
NO
R
T
H
2
N
D
E
A
S
T
P21
P21
03/23/22
PRE
L
I
M
I
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A
R
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N
O
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F
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I
O
N
FOR
R
E
V
I
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O
N
L
Y
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
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CO
N
S
T
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U
C
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I
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N
FO
R
R
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V
I
E
W
O
N
L
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t
o
b
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w
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b
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8'' W8'' W
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s
8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
8'' W
0+00
1+00
2+00
3+00
4+00 5+00 5+59
BP
:
0
+
0
0
.
0
0
PI
:
0
+
5
0
.
0
0
PC
:
2
+
5
1
.
5
2
PT
:
4
+
8
3
.
4
8
PI
:
5
+
0
9
.
0
2
PI
:
5
+
2
9
.
6
4
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:
5
+
5
9
.
0
2
t
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b
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12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
12'' w
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12'' w
12'' w
12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w 12'' w
t
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b
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w
8'' W8'' W
7
'
1
5
'
3
0
'
C
R
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S
S
A
C
C
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S
S
E
A
S
E
M
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N
T
4874
487
4
4
8
7
4
4
8
7
4
48
7
4
487
4
48
7
5
48
7
5
4875
487
5
4875
487
4
4874
LOT 1
1.62 AC
LOT 2
1.55 AC
LOT 3
1.50 AC
487
7
4876
4877
TOC: 4876.41
TOC: 4877.22
TOC: 4877.38
TOC: 4876.56
R
1
5
3
5
'
1
8
.
3
'
6
.
5
'
99.9'
118.3'
47'
106.1'
85.7'
40'
7
'
TOC: 4876.80
TOC: 4876.96
METOC: 4876.18
METBC: 4876.03
METOA: 4876.21
METOA: 4876.31
METOA: 4876.28
METOA: 4876.48
METOA: 4876.40
METOA: 4876.34
METOA: 4875.67
METOA: 4876.01
TBC: 4877.08
R
1
5
4
2
'
9
.
2
'
17.1'
16.4'
7
.
3
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2.
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%
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Station
4850
4860
4870
4880
4890
4850
4860
4870
4880
4890
0+00 1+00 2+00 3+00 4+00 5+00 5+59
1+00
48
7
6
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9
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48
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EX 267.74' of 12" S.S. @ 0.22%
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(
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8
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EX 257.75' of 12" S.S. @ 0.19%
ST
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:
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3
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2
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7
C.3.0
STORM DRAIN KEYNOTES
STORM SWALE, SIZE PER PLANS67
N
0 30'60'
SCALE: 1" = 30'
WATER KEYNOTES
INSTALL 8" DI WATER MAIN, LENGTH PER PLAN
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 8" 11.25° BEND W/ THRUST BLOCK PER STD IF-403
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 8" X 6" TEE
INSTALL 2" DI WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" DI FIRE SERVICE WATER LINE PER CITY OF REXBURG
STANDARDS
INSTALL 8" GATE VALVE
TIE INTO EXISTING 8" DI WATER MAIN
INSTALL 8" WATER MAIN PLUG
36
37
38
39
40
41
42
43
44
45
SITE PLAN KEYNOTES
INSTALL HEAVY DUTY ASPHALT (SEE DETAIL 1 SHEET C.3.1)
TIE INTO EXISTING ASPHALT, SAWCUT AS REQUIRED
INSTALL LANDSCAPE PER LANDSCAPE PLAN
COMMERCIAL APPROACH
01
02
03
04
SEWER KEYNOTES
TIE INTO EXISTING SANITARY SEWER
INSTALL CAP AND MARK (TO SURFACE) SEE ARCHITECTS PLANS
FOR CONTINUATION
INSTALL 6" SANITARY SEWER SERVICE, PIPE SIZE AND SLOPE PER
PLANS
51
52
53
01 02
02
03
NORTH 2ND EAST
6' MINIMUM
PROPOSED SURFACE
EXISTING SURFACE
C.3.1
1
2ND EAST IMPROVEMENTS
1 5
RE
V
I
S
I
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S
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#
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PRELIMINARY
NOT FOR
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PR
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#
2 3 4
21
9
4
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(2
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5
2
2
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3
CI
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R
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I
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W
S
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T
36
36
37
37
37
37
38 39
39
39
51
51
51
52
52
52
53
53
53
42
41
41
41
44
43
42
40 40
40
02
40
42
45
CONTRACTOR TO FIELD
VERIFY LOCATION & DEPTH
CONTRACTOR TO FIELD
VERIFY LOCATION & DEPTH
465 LF OF 8" DI WATER MAIN LINE
04
EXISTING 8" DI WATER LINE
DRAINAGE SYSTEM CALCULATIONS
SYSTEM REQUIREMENTS:
DRAINAGE AREA OF "2ND EAST IMPROVEMENTS:"722 SF
STORM SWALE:205 CF
DESIGN STORM:1.33 IN
SEDIMENT FACTOR:15 %
STORM VOLUME REQUIRED:80 CF
SUMMARY:
STORAGE SYSTEM:STORM SWALE
TOTAL STORAGE REQUIRED:80 CF
TOTAL STORAGE PROVIDED:205 CF
67
03/23/22
PRE
L
I
M
I
N
A
R
Y
N
O
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F
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2 3 4
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6
C.3.1
SCALE:
1
C.3.1
NORTH 2ND EAST TYPICAL SECTION
NTS
32.5'
70' BACK TO BACK
P/L
32.5'
2%
LANDSCAPE
2%
7'
LANDSCAPE
8'
120' ROW
7'8'
2.5'2.5'
P/L
6" COMMERCIAL
CURB & GUTTER
PER ISPWC6" - 3/4" CRUSHED GRAVEL
4" ASPHALT PLANT MIX
CHIP AND SEAL COAT
(FULL WIDTH)
COMPACT UPPER 6" OF
SUBGRADE TO 95% DRY DENSITY
6" COMMERCIAL
CURB & GUTTER
PER ISPWC 20" PIT RUN GRAVEL
FABRIC WRAP OUTER EDGES FABRIC WRAP OUTER EDGES
03/23/22
PRE
L
I
M
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A
R
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N
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F
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LO
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D
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LO
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LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
LOT 1
1.62 AC
LOT 2
1.55 AC
LOT 3
1.50 AC
48
7
4
487
4
487
4
4
8
7
4
4875
487
4
48
7
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4874
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48
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12
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12
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C.4.0
LEGEND
SILT FENCE SEE DETAIL THIS SHEETSFSF
CONSTRUCTION FENCE
STABILIZED CONSTRUCTION ENTRANCE SEE DETAIL
THIS SHEET
PROPERTY BOUNDARY
LIMITS OF DISTURBANCE
PORTABLE TOILET CONTAINMENT
JOBSITE DUMPSTER
CONCRETE WASHOUT AREA
DIRECTION OF EXISTING OVERLAND FLOW
LOD LOD
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.
EROSION CONTROL NOTES
APPROXIMATE QUANTITY SUMMARY
LINEAR FIBER ROLL -
SILT FENCE 472 LF
CONSTRUCTION FENCE -
EARTH DIKE & DRAINAGE
SWALE -
RIP RAP -
HYDROSEEDING -
STABILIZED CONSTRUCTION
ENTRANCE -
STABILIZED STAGING AREA 1
CONCRETE WASH OUT 1
SEDIMENT BASIN -
WHEEL WASH -
INLET PROTECTION -
CHECK DAM -
LIMITS OF DISTURBANCE ±0.56 AC
PROJECT ACRES ±0.56 AC
1
2
3
4
R25'
1" TO 3"
COARSE AGGREGATE
FILTER FABRIC
50' MI
N
PU
B
L
I
C
R
O
A
D
HAR
D
S
U
R
F
A
C
E
STABILIZED CONSTRUCTION ENTRANCE
EC-5
30'
M
I
N
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
SPC-2
INLET PROTECTION (PAVED AREA)
BMP 31
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"
4
N
2
N
D
E
A
S
T
H
O R R O C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'3
3
3
3
3
3
2
2
2
03/23/22
PRE
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