HomeMy WebLinkAboutINFRASTRUCTURE & LANDSCAPE PLAN - 21-00725 - Iron Horse RV - 1076 S 12th W - Interior Finish (1)H:\!2020\ID-2676-2009 BV University Blvd. Surveys\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.0_COVER SHEET.dwg - C.1.0_COVER SHEET - 6/30/2021 01:46pm, tyler.melander
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REVISIONS
DESCRIPTIONBYDATEREV
2194 Snake River Parkway
Suite 205
Idaho Falls, ID 83402
(208) 522-1223
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CANADA
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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
PROJECT SITE
University Blvd
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ENGINEER:
HORROCKS ENGINEERS
Know what's below.
Call before you dig.
R
SITE PLAN
FOR
BV IRON HORSE I
CITY OF REXBURG, IDAHO
2194 Snake River Parkway, Suite 205
Idaho Falls, ID 83402
(208) 522-1223
CONTACT: LEITH SHEETS, PE
OWNER/APPLICANT:
IRON HORSE I PROPERTIES LLC,
2194 SNAKE RIVER PARKWAY, ST 300
Idaho Falls, ID 83402
(208) 523-3794
CONTACT: TANA BARNEY
BASIS OF BEARING:
CENTRAL MERIDIAN OF THE EAST ZONE OF THE
IDAHO STATE PLANE COORDINATE SYSTEM
University Blvd
Burton Oil Rd.
UTILITIES:
POWER- ROCKY MOUNTAIN POWER
GAS- INTERMOUNTAIN GAS
SEWER- CITY OF REXBURG
WATER- CITY OF REXBURG
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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.1.3 FINAL PLAT
5 C.2.0 EXISTING CONDITIONS & DEMOLITION
6 C.3.0 OVERALL SITE PLAN & KEY MAP
7 C.3.1 SITE PLAN - NORTH
8 C.3.2 SITE PLAN - CENTRAL
9 C.3.3 SITE PLAN - SOUTH
10 C.3.4 DETAILS
11 C.4.0 OVERALL GRADING PLAN
12 C.4.1 GRADING PLAN - NORTH
13 C.4.2 GRADING PLAN - CENTRAL
14 C.4.3 GRADING PLAN SOUTH
15 C.5.0 OVERALL UTILITY & DRAINAGE PLAN
16 C.5.1 UTILITY & DRAINAGE PLAN DETAILS
17 C.5.2 12TH NORTH - PLAN AND PROFILE
18 C.5.3 12TH SOUTH - PLAN AND PROFILE
19 C.5.4 UNIVERSITY BLVD - PLAN AND PROFILE
20 C.5.5 UNIVERSITY DITCH - PLAN AND PROFILE
21 C.5.6 PRIVATE DRIVE 1 - PLAN AND PROFILE
22 C.5.7 PRIVATE DRIVE 2 - PLAN AND PROFILE
23 C.5.8 SITE DRAINAGE PLAN
24 C.6.0 EROSION CONTROL
25 E.0.0 ELECTRICAL COVER SHEET
26 E.1.0 OVERALL PLAN
27 E.1.1 TRENCHING PLAN NORTH
28 E.1.2 TRENCHING PLAN CENTRAL
29 E.1.3 TRENCHING PLAN SOUTH
30 E.1.4 TRENCHING DETAILS
31 E.2.0 UTILITY PAD DETAILS
32 E.3.0 SITE LIGHTING PLAN
33 E.3.1 SITE PHOTOMETRIC PLAN
34 E.4.0 SITE ELECTRICAL DETAILS
35 E.5.0 POWER PEDESTAL PAD DETAIL
36 L.1.0 LANDSCAPE PLAN
CP#BENCHMARK:
CP#1
ELEV:4850.73
N:779480.3333
E:748423.1904
FOUND: BC
CP#4
ELEV:4849.60
N:776863.8415
E:748441.7228
FOUND: BC
CP#11
ELEV:4851.08
N:778147.1417
E:748475.8091
FOUND: IR-5
CP#12
ELEV:4846.35
N:779476.6393
E:745794.2787
FOUND: IR-5
- VERTICAL CONTROL DATUM BASED ON NAVD88
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01.18.21 11:02 AM | H:\!2020\ID-2676-2009 BV University Blvd. Surveys\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\C.1.1_GENERAL NOTES.dwg
Know what's below.
Call before you dig.
R
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,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.
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
REVISIONS
REV No.SHEET No.DATE OF REV DESCRIPTION
·IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC, 2017).
·GEOTECHNICAL REPORT - PREPARED BY MTI, FILE #E200203g AND DATED 11/24/2020
·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
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REV No. 1 04-09-2021 City of Rexburg comments
07/09/21
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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
TB
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
ID
-
2
6
7
6
-
2
0
0
9
LT
S
CJ
F
CJ
F
06
/
3
0
/
2
0
2
1
LE
G
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N
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H
O
R
S
E
I
RE
X
B
U
R
G
,
I
D
A
H
O
3
C.1.2
NOTE:
NOT ALL HATCHES, LINETYPES,
AND SYMBOLS SHOWN ON THIS
SHEET ARE INCLUDED IN THIS
PLAN SET.
07/09/21
1
56184 SQ FT
1.29 ACRES
2
54618 SQ FT
1.25 ACRES
3
61960 SQ FT
1.42 ACRES
4
81012 SQ FT
1.86 ACRES
5
376775 SQ FT
8.65 ACRES
6
179233 SQ FT
4.11 ACRES
7
65414 SQ FT
1.50 ACRES
8
9668 SQ FT
0.22 ACRES
S0°23'20"E
273.14'
S0°23'20"E
290.18'
S0°23'08"E
390.00'
S8
9
°
5
5
'
3
1
"
W
20
7
.
6
6
'
N8
9
°
3
5
'
3
9
"
E
62
6
.
3
8
'
N8
9
°
5
5
'
3
1
"
E
6
7
6
.
3
9
'
S0°24'21"E 1308.29'
S8
9
°
5
6
'
0
4
"
W
6
7
6
.
3
9
'
N0°24'21"W 1308.19'
245.79'390.00'
20
7
.
8
0
'
24
0
.
3
8
'
19
3
.
0
0
'
19
3
.
0
0
'
284.28'342.66'
288.00'729.04'291.24'
16
7
.
0
0
'
N8
9
°
5
5
'
3
1
"
E
2633.86'
1308.26'
36
'
C
R
O
S
S
AC
C
E
S
S
E
A
S
E
M
E
N
T
&
P
.
U
.
E
.
40' CROSS
ACCESS EASEMENT & P.U.E
20'20'
15' P.U.E.
15
'
P
.
U
.
E
.
C
1
C
2
C
3
C4
45.46'
45
9
.
3
9
'
50
.
0
0
'
50
.
0
0
'
36' CROSS
ACCESS EASEMENT & P.U.E.
41
8
.
5
9
'
62
6
.
3
9
'
Curve Table
Curve #
C1
C2
C3
C4
Length
193.80'
48.13'
193.72'
25.93'
Radius
2246.00'
2346.00'
2346.00'
2346.00'
Delta
4°56'38"
1°10'32"
4°43'52"
0°38'00"
Chord Direction
S83°48'30"W
S81°55'27"W
S84°52'39"W
S87°33'34"W
Chord Length
193.74'
48.13'
193.66'
25.93'
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
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PAGE
PR
O
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E
C
T
CH
E
C
K
E
D
#
21
9
4
S
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4
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0
8
)
5
2
2
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1
2
2
3
ID
-
2
6
7
6
-
2
0
0
9
LT
S
CJ
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06
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0
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4
C.1.3
IRON HORSE DIVISION No.1
AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO
PART OF THE SE 1/4 OF SECTION 35, T. 6 N., R. 39 E., B.M.
-2021-
H
O R R O C
K
S
E
N
G I N E E R
S
N
0 100'200'
SCALE: 1" = 100'
SUBDIVISION BOUNDARY LINE
LOT LINE
PUBLIC UTILITIES EASEMENT LINE (P.U.E.) (OR AS
NOTED OTHERWISE)
FOUND P.L.S.S. CORNER AS NOTED
SECTION LINE
POINT OF BEGINNINGP.O.B.
SET 1/2" REBAR W/ PLASTIC CAP - P. L.S. 12457
PUBLIC UTILITIES EASEMENTP.U.E.
CENTRAL MERIDIAN OF THE EAST ZONE OF THE
IDAHO STATE PLANE COORDINATE SYSTEM
FOUND 5/8" REBAR WITH PLASTIC CAP - P.L.S. 12457
1.LOTS 7 & 8 ARE CONVEYED TO THE CITY OF REXBURG PURSUANT TO OWNERS
DEDICATION ON SHEET 2 OF THIS PLAT
2.TOTAL RIGHT-OF-WAY DEDICATED TO THE CITY OF REXBURG IS 1.72 ACRES
INTERIOR 1/2" REBAR W/ PLASTIC CAP P. L.S. 12457
SET AT A FUTURE DATE AS SHOWN ON INTERIOR
MONUMENT COMPLETION CERTIFICATE
2194 Snake River Parkway
Suite 205
Idaho Falls, Idaho
Main: 208-522-1223
SHEET 1 of 2
S
T
ATE O F I D A H O
R E G I S T ERE
D
C
H
RISTOPHE R A D A M S
P R O F E S S I O N A L L AND S
U
R
V
E
Y
O
R12457
PLAT SHOWN HEREON
FOR HORIZONTAL
CONTROL REFERENCE
PURPOSES
S. 12TH W.
E COR SEC. 35
FOUND BRASS CAP
IN SURVEY VAULT
CP&F INST# 392495 (MONUMENTED BASIS OF BEARINGS)
UNPLATTED
S0°24'21"E 5250.42'
UN
I
V
E
R
S
I
T
Y
B
L
V
D
.
SE COR SEC. 35
FOUND BRASS CAP
IN SURVEY VAULT
CP&F INST# 392506
UN
P
L
A
T
T
E
D
N8
9
°
5
5
'
1
0
"
E
19
5
2
.
5
3
'
C 1/4 COR
FOUND 5/8 REBAR WCAP
STAMPED BARNES LS 826
CP&F NO.
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE 20.314 ACRES INTO
LOTS AND STREETS AS SHOWN HEREON. THE NORTH LINE OF THE
SUBDIVISION BOUNDARY WAS DETERMINED BY THE RIGHT-OF-WAY
LINE OF UNIVERSITY BOULEVARD AS SHOWN HEREON. THE EAST
LINE OF THE SUBDIVISION BOUNDARY WAS DETERMINED BY THE
EAST LINE OF SECTION 35 AS SHOWN HEREON. THE SOUTH LINE OF
THE SUBDIVISION BOUNDARY WAS DETERMINED BY THE SOUTH LINE
OF THE NORTH HALF OF THE SOUTHEAST QUARTER AS SHOWN
HEREON. THE WEST LINE OF THE PROPERTY WAS DETERMINED BY
THE DEVELOPMENT.
PREL
I
M
I
N
A
R
Y
FOUND P.L.S.S. CORNER AS NOTED
E COR SEC. 5
FOUND BRASS CAP
IN SURVEY VAULT
CP&F INST# 392495
BLOCK 1
P.O.B.
P.O.B.
07/09/21
t
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b
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b
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b
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b
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b
to
b
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b
to
b
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b
f
l
f
l
f
l
f
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f
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f
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fl
fl
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fl
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fl
fl
f
l
f
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f
l
f
l
f
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f
l
f
l
f
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f
l
f
l
f
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f
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l
f
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f
l
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fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl fl flfl
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fl
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pp
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ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss
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s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
1
56184 SQ FT
1.29 ACRES
2
54618 SQ FT
1.25 ACRES
3
61960 SQ FT
1.42 ACRES
4
81012 SQ FT
1.86 ACRES
5
376775 SQ FT
8.65 ACRES
6
179233 SQ FT
4.11 ACRES
40'
PUE/CAE
36
'
PU
E
/
C
A
E
15
'
PU
E
15'
PUE
S0°24'21"E
1308.29'
S8
9
°
5
5
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3
1
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W
20
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9
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41
8
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5
9
'
N0°24'21"W
729.04'
S1°44'57"E
61.47'
S1°34'24"E
47.44'
S0°24'21"E
390.00'
S0°24'21"E
245.79'
S0°23'20"E
273.14'
S0°23'20"E
290.18'
N0°24'21"W
291.24'
S0°23'08"E
390.00'
N8
9
°
3
5
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3
9
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E
62
6
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N0°24'21"W
288.00'
4
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5
C.2.0
0 50'100'
SCALE: 1" = 50'
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:
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.
H
O R R O C
K
S
E
N
G I N E E R
S
N
PROTECT IN PLACE NOTES:
EXISTING WATER LINES
EXISTING APPROACH
EXISTING DITCH
EXISTING SANITARY SEWER LINES
EXISTING SANITARY SEWER MANHOLES
EXISTING HEAD GATES
EXISTING FIRE HYDRANT
EXISTING TELEPHONE LINE.
EXISTING WATER GATE VALVE
EXISTING ASPHALT
P01
P02
P03
P04
P05
P06
P07
P08
P09
DEMOLITION/EXISTING KEY NOTES:
EXISTING ASPHALT
EXISTING POWER POLES TO BE RELOCATED BY ROCKY MOUNTAIN
POWER
EXISTING DITCH
EXISTING WELL TO BE DECOMMISSIONED PER DEQ
REQUIREMENTS
EXISTING OVERHEAD POWER LINE (PER IDAHO POWER DIRECTION
& COORDINATION) (REMOVE AS NEEDED)
EXISTING UNDERGROUND POWER LINES (REMOVE AS NEEDED)
EXISTING DITCH TO BE PIPED AND BURIED
EXISTING TELEPHONE BOXES TO RELOCATED BY OTHERS
EXISTING GRAVEL TO BE REMOVED
EXISTING SIGN TO BE REMOVED
D01
D02
D03
D04
D05
D06
10
P01
P01
P01
P01
P02
D07
D07
P04
P04
P04
P05
P05 P05 P05
P06
P07
P07
D08 D08
P09
P09
P09
P01
D02
D02
D02 D02
D02 D02D02
D03 D03D03
D03
D04
D05
D04D05
D04
D06
706 LF
1,415 SF
D01
D01
P10
P10
P10
P03
D07
D08
D09
D09
P03
P03
P03
BASIS OF BEARING:
CENTRAL MERIDIAN OF THE EAST ZONE OF THE
IDAHO STATE PLANE COORDINATE SYSTEM
CP#BENCHMARK:
CP#1
ELEV:4850.73
N:779480.3333
E:748423.1904
FOUND: BC
CP#4
ELEV:4849.60
N:776863.8415
E:748441.7228
FOUND: BC
CP#11
ELEV:4851.08
N:778147.1417
E:748475.8091
FOUND: IR-5
CP#12
ELEV:4846.35
N:779476.6393
E:745794.2787
FOUND: IR-5
- VERTICAL CONTROL DATUM BASED ON NAVD88
UN
I
V
E
R
S
I
T
Y
B
L
V
D
12TH STREET
D10
1,363 LF
2,732 SF
D07
D07
4
81012 SQ FT
1.86 ACRES
2
54618 SQ FT
1.25 ACRES
07/09/21
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss
s
s
w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w
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C.3.0
H
O R R O
C
K
S
E
N
G I N E E R
S
N
0 50'100'
SCALE: 1" = 50'
SITE PLAN- NORTH
SEE SHEET C.3.1
SITE PLAN DETAILS SHEET C.3.4
UN
I
V
E
R
S
I
T
Y
B
L
V
D
12TH STREET
SITE PLAN- CENTRAL
SEE SHEET C.3.2
SITE PLAN DETAILS SHEET C.3.4
SITE PLAN- SOUTH
SEE SHEET C.3.3
SITE PLAN DETAILS SHEET C.3.4
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS
& ELEVATIONS PRIOR TO ORDERING MATERIALS FOR
SHEET NOTES:
PROPOSED
BUILDING
± 17,500 SF
MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION
810 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 ATLAS DATED
02-19-2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE
THAN 2 3 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 ATLAS DATED 02-19-2021) EXCEPT THAT
THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 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 4.0 INCHES
STRUCTURAL SUBBASE NOT REQUIRED
COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
RECOMMENDATIONS PER GEOTECHNICAL REPORT PREPARED BY ATLAS,
FILE NUMBER B210329G AND DATED 02-19-2021
PC
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION MODERATE DUTY
ASPHALTIC CONCRETE 3.0"
CRUSHED AGGREGATE BASE 6.0"
STRUCTURAL SUBBASE 14.0"
SUBGRADE PREPARATION
(MAX LIFT PER GEOTECHNICAL
REPORT)
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT
PREPARED BY ATLAS, FILE NUMBER B210329G AND DATED 02-19-2021
MD
RV SALES PARKING COUNT
LOCATION MINIMUM
REQUIRED PROVIDED
CITY REQUIRED ONSITE PARKING 39 40
TOTAL 39 STALLS 40 STALLS
*MINIMUM REQUIRED PARKING PER AUTOMOTIVE, MARINE CRAFT, AIRCRAFT AND
ACCESSORIES (SALES AND SERVICE) = (3 STALLS PER 1,000 GROSS SQ FT) = (13,000 SQ
FT / 1000) * 3 = 39 STALLS
SI
T
E
P
L
A
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-
C
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N
T
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A
L
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P
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A
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-
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A
L
LOT 1
LOT 2
LOT 3
LOT 5 LOT 6
RV SALES
LOT
07/09/21
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
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3
0
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1
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3
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R30'
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9.5'
565'
34'
9
5
.
4
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99
'
44.8'
116.7'
65.9'
32.9'
9
.
5
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5
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5'
4'
4
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2
5
.
8
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19'
590.9'
40.1'
4
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36.5'
1
8
.
7
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22.2'
1
8
.
7
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1
5
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P
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15'
PUE
36'
PUE/CAE
4
0
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/
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4
0
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/
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7.
5
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6'
5'
7
'
5'
7
'
5
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6
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5
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6'
6
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5
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S
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C.3.1
H
O R R O
C
K
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G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
UNIVERSITY BLVD
1
2
T
H
S
T
01
01
01
01
01
01
13
13
13
11
12
12
12
21
21
21
06
06
06
20
07
20
11
SITE PLAN- NORTH
MATCH LINE
SITE PLAN- CENTRAL
LOT 1LOT 2LOT 3
PR
I
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A
T
E
D
R
I
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E
PRIVATE DRIVE
C.3.4
3
C.3.4
3
C.3.4
4
24
15
15
1515
15
15
28
28
CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS
ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE
NOTED
ADA HANDICAP SIGN PER DETAIL 2, SHEET C.3.4
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11 & DETAIL 6, 8, 9, &
10, SHEET C.3.4
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.4
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
HEAVY DUTY ASPHALT, SEE SHEET C.3.0
ALL STRIPING PER MUTCD STANDARDS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION
SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS
FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C)
ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS
INSTALL 6.0" CRUSHED AGGREGATE BASE AND 6.0" STRUCTURAL SUBBASE
INSTALL PAVERS PER LANDSCAPE PLANS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL SECTION 5 SEE
DETAIL 3 SHEET C.3.4
LANDSCAPED AREA, SEE LANDSCAPE PLAN
CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5" FLAT PAN CURB
INSTALL RV DUMP STATION
PROPOSED POWER POLE LOCATION
INSTALL CRUSHED AGGREGATE BASE PER FLEXIBLE PAVEMENT SUMMARY
INSTALL RIBBON CURB PER DETAIL 7 SEE SHEET C.3.4
INSTALL MOUNTABLE CURB PER ISPWC SD-701B
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL BOLLARD PER DETAIL 9, SHEET C.3.4
SITE PLAN KEY NOTES:
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
07/09/21
s
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PP
15'
PUE
R
4
.
5
'
R5
.
5
'
R
5
.
5
'
R
9
.
5
'
R2
.
5
'
R
2
.
5
'
R2.5'
R
4
.
5
'
R19
.
3
'
R2.
5
'
R
2
.
5
'
R
2
0
'
15'
PUE
R
5
'
15'
26
5
'
6'
2
6
9
.
5
'
9
9
'
35'
50'
4
'
17'
167'
1
0
0
'
175'
242.6'
30.8'
5
3
.
6
'
40'40'
7
'
31.9'
3
4
2
.
9
'
113.6'
198.7'
1
2
2
7
'
9.5'
20.5'
34'
30'
9
'
T
Y
P
20'
TYP
135.6'
6
5
.
3
'
375.7'
20.5'9.5'
242.6'
50'
5'
147.7'
9
8
.
6
'
54'
19'
24'
1
2
'
7.1
'
59.3'
5
'
36'
PUE/CAE
6'
6'
3'
9
'
T
Y
P
20'
TYP
5'
7'
6'
62'
5
4
'
4
6
'
4
3
.
3
'
7.3'
1
3
.
3
'
7.3'
4
3
.
3
'
9
1
.
7
'
16.5'
4
'
16.5'
3'
21.4'
7.
8
'8'
6
.
7
'
8'
1
4
'
15'
7.7'
22'
TYP
9
'
T
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P
4.2
'
90.7'
20
'
3'
4.2
'
15
'
12.
5
'
71.9'
4
.
2
'
14.5'
24'
1
2
'
3
3
.
5
'
3
6'
56
2
.
3
'
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C.3.2
H
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C
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N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
02
03
05
5
6
06
08
06
19
13
18
21
21
12
07
20
08
01
13
05
0505
05
05
08
21
21
21
22
10
19
06
06
17
PROPOSED
BUILDING
±17,500 SFRV SALES
LOT
22
SITE PLAN- NORTH
MATCH LINE
SITE PLAN- CENTRAL
SITE PLAN- CENTRAL
MATCH LINE
SITE PLAN- SOUTH
1
2
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LOT 5
09
PRIVATE DRIVE
PR
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10
2123
C.3.4
3
C.3.4
5
18
15
15
15
1515
15
15
15
15 15 15
24
26
27
27
27
27 27
28
04
29
29
CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS
ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE
NOTED
ADA HANDICAP SIGN PER DETAIL 2, SHEET C.3.4
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11 & DETAIL 6, 8, 9, &
10, SHEET C.3.4
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.4
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
HEAVY DUTY ASPHALT, SEE SHEET C.3.0
ALL STRIPING PER MUTCD STANDARDS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION
SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS
FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C)
ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS
INSTALL 6.0" CRUSHED AGGREGATE BASE AND 6.0" STRUCTURAL SUBBASE
INSTALL PAVERS PER LANDSCAPE PLANS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL SECTION 5 SEE
DETAIL 3 SHEET C.3.4
LANDSCAPED AREA, SEE LANDSCAPE PLAN
CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5" FLAT PAN CURB
INSTALL RV DUMP STATION
PROPOSED POWER POLE LOCATION
INSTALL CRUSHED AGGREGATE BASE PER FLEXIBLE PAVEMENT SUMMARY
INSTALL RIBBON CURB PER DETAIL 7 SEE SHEET C.3.4
INSTALL MOUNTABLE CURB PER ISPWC SD-701B
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL BOLLARD PER DETAIL 9, SHEET C.3.4
SITE PLAN KEY NOTES:
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
07/09/21
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PP
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9
.
3
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1
5
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R30
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R64
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R20
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3
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588.3'
9
1
9
'
3
6
'
555.1'
498.7'
2
7
6
.
7
'
51'
51'
34'
32.1'
6
6
0
.
9
'
4'
18.9'
15'
PUE
5'9.5'
36'
PUE/CAE
5'
6'
7
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3
6
'
1
5
.
2
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R15
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R1
5
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R15
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1
5
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20.9'
21'
20
4
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1
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2
7
6
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7
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C.3.3
H
O R R O
C
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N
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SN
0 30'60'
SCALE: 1" = 30'
1
06
06
13
13
21
21
21
21
21
12
20
07
07
17
1
2
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LOT 6
PRIVATE DRIVE
PR
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SITE PLAN- CENTRAL
MATCH LINE
SITE PLAN- SOUTH
C.3.1
5
24
24
24
15
15
15
151515
15 15 15
25
21
CULVERT
28
CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS
ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE
NOTED
ADA HANDICAP SIGN PER DETAIL 2, SHEET C.3.4
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11 & DETAIL 6, 8, 9, &
10, SHEET C.3.4
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.4
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
HEAVY DUTY ASPHALT, SEE SHEET C.3.0
ALL STRIPING PER MUTCD STANDARDS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION
SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS
FOR DETAILS) SIGNS SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C)
ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS
INSTALL 6.0" CRUSHED AGGREGATE BASE AND 6.0" STRUCTURAL SUBBASE
INSTALL PAVERS PER LANDSCAPE PLANS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL SECTION 5 SEE
DETAIL 3 SHEET C.3.4
LANDSCAPED AREA, SEE LANDSCAPE PLAN
CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3 TO 1.5" FLAT PAN CURB
INSTALL RV DUMP STATION
PROPOSED POWER POLE LOCATION
INSTALL CRUSHED AGGREGATE BASE PER FLEXIBLE PAVEMENT SUMMARY
INSTALL RIBBON CURB PER DETAIL 7 SEE SHEET C.3.4
INSTALL MOUNTABLE CURB PER ISPWC SD-701B
INSTALL STOP SIGN PER MUTCD STANDARDS
INSTALL BOLLARD PER DETAIL 9, SHEET C.3.4
SITE PLAN KEY NOTES:
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
07/09/21
RE
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C.3.4
6" CURB
4" CONCRETE PAD
6" CURB
WATER TOWER
SEE DETAIL THIS SHEETHATCH
SEE DETAIL THIS SHEET
6" THICK CONCRETE
TROWEL SMOOTH
A
PLAN
SLOPE TO DRAIN -
1/4" PER FOOT MINIMUM
B: SEE DETAIL THIS SHEETB
SIGN "A"
SEE DETAIL
THIS SHEET
SIGN "B"
SEE DETAIL
THIS SHEET
A
1'5' 6"
MIN
4'
1'3'
8'8'
4'
2'
CONCRETE APRON
THE DUMP STATION MUST BE KEPT CLEAN AND FREE FROM DEBRIS AT ALL TIMES. THE SANITARY DUMPING STATION
MUST HAVE THE FOLLOWING FEATURES.
1.A SLOPED CONCRETE APRON WITH A DRAIN AT LEAST FOUR INCHES IN DIAMETER AT THE LOW POINT NEAR THE
CENTER OF THE PAD.
2.A TIGHT-FITTING, SELF-CLOSING DRAIN COVER (TO PREVENT THE ESCAPE OF ODORS) EQUIPPED WITH A FOOT
OPERATED ATTACHMENT OR SIMILAR DEVICE, TO OPEN THE DRAIN COVER WITHOUT DIRECTLY CONTACTING WASTE
MATERIAL.
3.AN APPROVED WATER OUTLET OR HYDRANT ADJACENT TO THE DUMPING STATION FOR FLUSHING DOWN THE DRAIN
PAD AFTER USE.
4.AN APPROVED ATMOSPHERIC VACUUM BREAKER ATTACHED TO THE WATER OUTLET TO PREVENT POSSIBLE
BACK-SIPHONAGE INTO THE WATER SUPPLY SYSTEM. THE VACUUM BREAKER MUST BE INSTALLED DOWNSTREAM
FROM THE SHUTOFF VALVE AND AT THE HIGHEST POINT.
5.AN ADEQUATE LENGTH OF FLEXIBLE HOSE FOR FLUSHING THE CONCRETE APRON AND DRAIN. A MEANS MUST BE
PROVIDED TO RETRACT THE HOSE WHEN NOT IN USE SO IT DOES NOT CONTACT THE CONCRETE PAD OR REST ON
THE GROUND SURFACE.
6.THE SANITARY DUMPING STATION MUST BE LOCATED AT LEAST 100 FEET FROM ANY WATER SUPPLY WELL OR OPEN
CHANNEL. THE DUMPING STATION AND ASSOCIATED WATER OUTLET MUST BE AT LEAST 50 FEET FROM ANY POTABLE
WATER OUTLET.
7.A SIGN MUST BE POSTED AT THE SANITARY DUMPING STATION STATING THAT THE ADJACENT WATER OUTLET IS
"UNSAFE FOR DRINKING".
8.WATER AT THE DUMPING STATION DRAIN MUST DISCHARGE TO AN APPROVED WASTEWATER DISPOSAL SYSTEM.
9.A PIN IS TO BE INSTALLED IN THE SEWER DUMP PIPE TO PREVENT RV SEWER HOSES FROM ENTERING SEWER
SYSTEM.
SLOPE
SLO
P
E
SLOPE
SLO
P
E
SLOPE
SLOPE
1
%
G
R
A
D
E
45 DEGREE RETURN AT
END, TYP. BOTH SIDES
8"W x 12"H CONCRETE CURB
SPLITFACE CMU WALL
COLOR BY OWNER
26'-8"
25'-4"
24'-0"
9'
-
4
"
8'
-
0
"
4.5'
6"
LANDSCAPE AREA
(SEE SITE PLAN)
LANDSCAPE AREA
(SEE SITE PLAN)
1
%
G
R
A
D
E
1'
-
0
"
SCALE:
8
C.3.4
TRASH ENCLOSURE PLAN
NTS
SCALE:
9
C.3.4
TRASH PIPE BOLLARD
NTS
VA
R
I
E
S
3'
M
I
N
"
1
3
/
8
"
3"
M
I
N
.
9"9"
SMOOTH SLOPED
MORTAR CAP PAINTED
ASPHALT PAVEMENT
OR CONCRETE WHERE
OCCURS SEE PLAN
6" DIA. STANDARD STEEL
PIPE FILLED WITH CONCRETE
AND PAINTED TO MATCH CMU
18" DIA. CONCRETE
FOOTING
(2) #6 BARS 12" LONG
EACH WAY WELD TO PIPE
4'
20'
TRASH PAD CONCRETE DETAIL SEE SHEET C.3.1 DETAIL 6
SCALE:
10
C.3.4
TRASH SCREEN SECTION
NTS
3'
8"
FINISH GRADE
6'
6" CONCRETE SLAB
OVER 4" AGGREGATE.
REINF. WITH #4 @ 18"
O.C. EACH WAY
(CENTERED IN SLAB)
SLOPE TO FRONT
1'
1/2" EXPANSION JOINT
(2) #5 BARS - CONTINUOUS
8"
(1) #5 BAR @ 24" O.C. - VERT.
8" SPLIT FACE CMU FINISH
TO MATCH BUILDING
CONC. CAP ROUNDED
2'
1'
(4) #5 BARS - CONTINUOUS
N.I.C.
(4) #5 BARS
CONTINUOUS
SEE PLAN FOR OPENING ORIENTATION
TYPICAL HANDICAP SIGN DETAIL
NTSC.3.4
2
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
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.3.4
1'
P/L
SCALE:
3
C.3.4
100' MINOR ARTERIAL STREET TYPICAL SECTION 5
NTS
50' R.O.W.
5' SIDEWALK 10'LANDSCAPE/UTILITY 70' BACK-TO-BACK
4" ASPHALT PAVEMENT
6" - 3/4 AGG BASE
20" GRANULAR BORROW
GEOTEXTILE FABRIC BELOW AND UP SIDES
2.5' STANDARD
CURB & GUTTER
(CITY OF REXBURG SD 3)
2.0%2.0%
4" CONC. SIDEWALK (TYP)
SEALCOAT
4" - 3 4" COMPACTED AGG
BASE (TYP)
C/L
VARIES
2.5'
TYP
10' EASEMENT
34'
2.0%
4:1 4:1
3" MODERATE DUTY PAVEMENT
6" CRUSHED AGG BASE
14" STRUCTURAL SUBBASE
NOT REQUIRED
SCALE:
5
C.3.4
34' DRIVE ISLE
NTSSCALE:
4
C.3.4
40' DRIVE ISLE
NTS
40' EOP TO EOP
3" ASPHALT PAVEMENT
6" CRUSHED AGG BASE
14" STRUCTURAL SUBBASE
NOT REQUIRED
2.0%2.0%CHIPSEAL
C/L
20'20'
WELDED WIRE FABRIC
SECTION
3,000 PSI CONCRETE
WELDED WIRE FABRIC
6"
2"
PLAN
6"
SEE PLAN
CONCRETE DUMPSTER PAD DETAIL
NTS
4" TYPE I
CRUSHED AGGREGATE
SE
E
P
L
A
N
6
C.3.4 SCALE:
7
C.3.4
RIBBON CURB DETAIL
NTS
07/09/21
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss
s
s
w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
t
o
e
t
o
e
toe toe toe toe toe toe
t
o
e
toe toe toe t
o
e
t
o
e
toe t
o
e
t
o
e
toe toe toe toe toe toe
t
o
e
toe toe toe
t
o
e
t
o
e
toe
t
o
e
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
PP
PP
PP
PP
PP
TBC: 4849.36
DTBC:4849.38
TBC: 4849.22
TBC: 4849.05TBC: 4848.88
TBC: 4848.57
TBC: 4848.19
TBC: 4848.11TBC: 4848.78 TBC: 4848.78 TBC: 4848.39 TBC: 4849.72
TBC: 4849.33
TBC: 4849.28
DTBC:4849.23
TBC: 4849.23TBC: 4849.42
TBC: 4850.45 TBC: 4850.20
TBC: 4850.05TBC: 4850.05
TBC: 4850.12
TBC: 4850.09
TBC: 4850.26
TBC: 4850.35
TBC: 4850.34
TBC: 4850.10
TBC: 4850.04TBC: 4850.05
TBC: 4850.26
TBC: 4850.34 TBC: 4850.28
TBC: 4850.41
TBC: 4850.50
TBC: 4850.57
TBC: 4849.92
DTBC:4849.08TBC: 4849.06TBC: 4849.21TBC: 4849.42TBC: 4849.71TBC: 4849.42
TBC: 4849.21
TBC: 4850.45
TBC: 4848.39
TBC: 4848.99TBC: 4848.99
TOA:4849.91
TOA:4849.95
TOA:4850.00
TOA:4850.07
TOA:4849.82TOG:4849.12
TOA:4849.33 TOA:4849.63 TOA:4849.33 TOA:4849.12
TOG:4848.89 TOG:4848.89TOA:4848.96 TOA:4848.98
TOA:4850.04TOA:4850.04TOA:4850.09
TOA:4850.26
TOA:4850.35
TOA:4850.11
TOA:4850.34
TOA:4850.09
TOA:4850.02TOA:4850.02
TOA:4850.26
TOA:4850.35 TOA:4850.27
TOA:4850.41
TOA:4849.68
TOA:4849.37
TOG:4847.89TOG:4847.89TOA:4848.28TOA:4848.28TOA:4847.61
TOA:4847.69
TOA:4848.38TOA:4848.55
TOA:4848.72
TOA:4848.07
TOA:4848.86
TOA:4848.88
TOA:4848.48
TOA:4848.37
TOA:4848.67
TOA:4848.57
TOA:4848.06
TOA:4848.42
TOA:4850.60
TOA:4850.60
TOA:4849.35
TOC: 4850.50
TOC: 4850.50TOC: 4850.41
TOC: ???TOC: ???
TOC: 4848.67
TOC: 4849.30
TOC: 4848.60
TOA:4849.70TOA:4849.95
TOA:4848.92 TOA:4848.73
FL:4848.69
TOG:4848.86TOG:4848.86
METOA:4850.80
METOA:4848.81
FG:4849.22
FG:4849.33
FG:4848.78
FG:4848.73
FG:4848.53
FG:4847.71 FG:4847.86 FG:4847.96
FG:4848.34
FG:4848.06
FG:4848.48
FG:4847.22
FG:4849.25
FG:4849.22
FG:4847.32
FG:4849.31
FG:4850.64
FG:4850.81
FG:4849.02
FG:4848.84FG:4849.35
FG:4851.00
FG:4851.04
FG:4850.45
FG:4849.22
FG:4850.07
FG:4848.57
FG:4849.51 TOG:4848.05
FG:4849.19
TOG:4848.05
FG:4848.84 FG:4849.24
FG:4848.53
FG:4850.00
FG:4849.34
FG:4847.84
FG:4847.91FG:4848.01
FG:4848.20
FG:4848.85
FG:4848.75 FG:4848.59
FG:4848.49
FG:4849.47
TOA:4848.03 TBC: 4848.53
METOA:4850.65METOA:4850.39METOA:4850.23
METOA:4850.57
METOA:4850.56
METOA:4850.32
METOA:4849.91
FG:4844.00
FG:4844.00FG:4844.16
FG:4844.16
FG:4848.18
TOA:4848.18TOA:4847.97
TOA:4850.29
TOA:4850.41TOA:4850.45
TOA:4850.45
TOA:4850.42
TOA:4850.42
TOA:4850.41
TOA:4850.16TOA:4850.16
TOA:4850.41
TOA:4850.41TOA:4850.45
TOA:4850.42
TOA:4850.41
TOA:4850.46
TOA:4850.34TOA:4850.05
TOA:4849.88
TOC: 4850.50
TOC: 4848.98
TOC: 4848.87
TOC: 4848.69TOC: 4849.19
TOC: 4848.77TOC: 4848.77
TOC: 4848.79
TOC: 4848.70TOC: 4849.18
TBC: 4848.04
TBC: 4847.99
TOA:4848.01
TOA:4847.96
TBC: 4850.11
TBC: 4850.31
DTBC:4849.78
DTBC:4849.72 TOC: 4850.22TOC: 4850.29
TOC: 4849.62
TOC: 4849.69TOC: 4849.75
TOC: 4849.81
GR
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21
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C.4.0
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S
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0 50'100'
SCALE: 1" = 50'
GRADING PLAN-
NORTH
SEE SHEET C.4.1
GRADING PLAN-
CENTRAL
SEE SHEET C.4.2
GRADING PLAN-
SOUTH
SEE SHEET C.4.3
PROPOSED
BUILDING
FFE:4850.50
12TH STREET
UN
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STORM SWALE STORM SWALE
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07/09/21
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ss
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ss
ss
ss
ss
ss
PP
EOP:4848.65
EOP:4850.10
EOP:4849.81
FL:4848.50
TOC: 4848.55
TOC: 4848.56
TOC: 4850.55
TOC: 4850.47 TOC: 4850.00
TBC: 4850.40
TOC: 4849.95
DTBC:4849.99
TOC: 4850.00
DTBC:4850.03
TOC: 4850.05
TBC: 4850.50
TOC: 4848.42
TBC: 4848.92
TOC: 4848.99
TOC: 4849.06
TBC: 4849.05
TOC: 4848.55
TOC: 4848.51
DTBC:4848.54
DTBC:4848.50
TOC: 4848.48
TOC: 4850.14
TOC: 4850.22
TBC: 4850.08
TOC: 4849.58
DTBC:4849.65
TOC: 4849.62
TOC: 4849.66
DTBC:4849.69
TBC: 4850.20
TOC: 4849.70
TOC: 4849.56
TOC: 4850.00
TOC: 4849.48
DTBC:4849.51
TOC: 4849.41
DTBC:4849.44
TOC: 4849.33
TBC: 4849.82
TOC: 4849.94
TOC: 4850.00
TOA:4850.18
TOA:4850.21
TOA:4850.24
TOA:4850.29
TOA:4850.35
TOA:4850.47
TOA:4850.55
TOA:4850.65
TBC: 4851.00
DTBC:4850.42
DTBC:4850.34
TBC: 4850.70
TBC: 4850.64
DTBC:4850.14
DTBC:4850.10
TBC: 4850.53
TOC: 4850.59
TOC: 4850.63
TOC: 4850.82
TOC: 4850.87
TBC: 4849.36
DTBC:4849.38 TBC: 4849.22
TBC: 4849.05
TBC: 4848.88
TBC: 4848.57
TBC: 4848.19
TBC: 4848.11
TBC: 4849.23
TBC: 4849.42 TBC: 4850.45
TBC: 4850.20
TBC: 4850.41
TBC: 4850.50
TBC: 4850.57
TBC: 4849.92
TBC: 4849.21
TBC: 4850.45
TOA:4849.91
TOA:4849.95
TOA:4850.00
TOA:4850.07
TOA:4849.82
TOG:4849.12TOA:4847.61
TOA:4847.69
TOA:4848.38
TOA:4848.55
TOA:4848.72
TOA:4848.07
TOA:4848.86
TOA:4848.88
TOA:4848.48TOA:4848.37 TOA:4848.67
TOA:4848.57
TOC: 4848.67
TOC: 4849.30
TOC: 4848.60
TOA:4849.70
TOA:4849.95TOA:4848.92
TOA:4848.73
METOA:4848.81
FG:4847.84
FG:4847.91
FG:4848.01
FG:4848.20
FG:4848.85
FG:4848.75
FG:4848.59
FG:4848.49
METOA:4850.57
METOA:4850.56METOA:4850.32
METOA:4849.91
TOC: 4848.98
TOC: 4848.87
TOC: 4848.69
TOC: 4849.19 TOC: 4848.77
TOC: 4848.77
TOC: 4848.79
TOC: 4848.70
TOC: 4849.18
TBC: 4848.04
TBC: 4847.99
TOA:4848.01
TOA:4847.96
TBC: 4850.11
TBC: 4850.31
DTBC:4849.78
DTBC:4849.72
TOC: 4850.22
TOC: 4850.29
TOC: 4849.62
TOC: 4849.69
TOC: 4849.75
TOC: 4849.81
48
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PR
O
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E
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T
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E
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21
9
4
S
n
a
k
e
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w
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,
S
u
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5
Id
a
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F
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I
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8
3
4
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2
(2
0
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)
5
2
2
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1
2
2
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ID
-
2
6
7
6
-
2
0
0
9
LT
S
CJ
F
CJ
F
06
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GR
A
D
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N
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P
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A
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H
O
R
S
E
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X
B
U
R
G
,
I
D
A
H
O
12
C.4.1
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
1
2
T
H
S
T
R
E
E
T
UNIVERSITY BLVD
GRADING PLAN- NORTH
MATCH LINE
GRADING PLAN- CENTRAL
SHEET NOTE:
1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS
2. SEE SHEET C.5.1 FOR DRAINAGE DETAILS
LEGEND
TOA: TOP OF ASPHALT
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
FFE: FINAL FLOOR ELEVATION
FG: FINAL GRADE
TOG: TOP OF GRATE
DTBC: DEPRESSED TOP BACK OF CURB
FL: FLOW LINE
TOS: TOP OF SWALE
BOS: BOTTOM OF SWALE
EOP: EDGE OF PAVEMENT
07/09/21
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
s
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w
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PP
EOP:4849.81
EOP:4849.12
EOP:4848.77
TOS:4848.00
BOS:4844.54 BOS:4844.50
TOS:4848.00TOS:4848.00
TBC: 4849.36
DTBC:4849.38 TBC: 4849.22
TBC: 4849.05
TBC: 4848.88
TBC: 4848.57
TBC: 4848.19
TBC: 4848.11
TBC: 4848.78
TBC: 4848.78
TBC: 4848.39
TBC: 4849.72
TBC: 4849.33
TBC: 4849.28
DTBC:4849.23
TBC: 4849.23
TBC: 4849.42 TBC: 4850.45
TBC: 4850.20
TBC: 4850.05
TBC: 4850.05
TBC: 4850.12
TBC: 4850.09
TBC: 4850.26
TBC: 4850.35
TBC: 4850.34
TBC: 4850.10
TBC: 4850.04
TBC: 4850.05
TBC: 4850.26
TBC: 4850.34
TBC: 4850.28
TBC: 4850.41
TBC: 4850.50
TBC: 4850.57
TBC: 4849.92
DTBC:4849.08
TBC: 4849.06
TBC: 4849.21
TBC: 4849.42
TBC: 4849.71
TBC: 4849.42
TBC: 4849.21
TBC: 4850.45
TBC: 4848.39
TBC: 4848.99
TBC: 4848.99
TOA:4849.91
TOA:4849.95
TOA:4850.00
TOA:4850.07
TOA:4849.82
TOG:4849.12
TOA:4849.33
TOA:4849.63
TOA:4849.33
TOA:4849.12
TOG:4848.89
TOG:4848.89
TOA:4848.96
TOA:4848.98
TOA:4850.04
TOA:4850.04
TOA:4850.09
TOA:4850.26
TOA:4850.35
TOA:4850.11
TOA:4850.34
TOA:4850.09
TOA:4850.02
TOA:4850.02
TOA:4850.26
TOA:4850.35
TOA:4850.27
TOA:4850.41
TOA:4849.68TOA:4849.37
TOG:4847.89
TOG:4847.89
TOA:4848.28
TOA:4848.28
TOA:4847.61
TOA:4847.69
TOA:4848.38
TOA:4848.55
TOA:4848.72
TOA:4848.07
TOA:4848.86
TOA:4848.88
TOA:4848.48TOA:4848.37 TOA:4848.67
TOA:4848.57
TOA:4849.35
TOC: 4850.50
TOC: 4850.50
TOC: 4850.41
TOC: 4848.67
TOC: 4849.30
TOC: 4848.60
TOA:4849.70
TOA:4849.95TOA:4848.92
TOA:4848.73
FL:4848.69
TOG:4848.86
TOG:4848.86
FG:4849.22
FG:4849.33FG:4848.78FG:4848.73
FG:4848.53 FG:4849.35
FG:4851.00
FG:4851.04 FG:4850.45
FG:4849.47
TOA:4848.03
TBC: 4848.53
TOA:4850.29TOA:4850.41
TOA:4850.45TOA:4850.45
TOA:4850.42
TOA:4850.42TOA:4850.41
TOA:4850.16
TOA:4850.16
TOA:4850.41
TOA:4850.41
TOA:4850.45
TOA:4850.42
TOA:4850.41
TOA:4850.46 TOA:4850.34
TOA:4850.05 TOA:4849.88
TOC: 4850.50
TOC: 4848.98
TOC: 4848.87
TOC: 4848.69
TOC: 4849.19 TOC: 4848.77
TOC: 4848.77
TOC: 4848.79
TOC: 4848.70
TOC: 4849.18
TBC: 4848.04
TBC: 4847.99
TOA:4848.01
TOA:4847.96
TBC: 4850.11
TBC: 4850.31
DTBC:4849.78
DTBC:4849.72
TOC: 4850.22
TOC: 4850.29
TOC: 4849.62
TOC: 4849.69
TOC: 4849.75
TOC: 4849.81
48494848.5
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BREAK
GR
A
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BR
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GRADE
BREAK
GR
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PAGE
PR
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J
E
C
T
CH
E
C
K
E
D
#
21
9
4
S
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P
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w
a
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,
S
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2
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5
Id
a
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13
C.4.2
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
SHEET NOTE:
1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS
2. SEE SHEET C.5.1 FOR DRAINAGE DETAILS
LEGEND
TOA: TOP OF ASPHALT
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
FFE: FINAL FLOOR ELEVATION
FG: FINAL GRADE
TOG: TOP OF GRATE
DTBC: DEPRESSED TOP BACK OF CURB
FL: FLOW LINE
TOS: TOP OF SWALE
BOS: BOTTOM OF SWALE
EOP: EDGE OF PAVEMENT
GRADING PLAN- NORTH
MATCH LINE
GRADING PLAN- CENTRAL
GRADING PLAN-CENTRAL
MATCH LINE
GRADING PLAN- SOUTH
PROPOSED
BUILDING
FFE:4850.50
PROPOSED
BUILDING
FFE:4850.50
1
2
T
H
S
T
R
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E
T
S
T
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M
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W
A
L
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07/09/21
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EOP:4849.14
EOP:4848.75
EOP:4848.54
TOS:4848.00
TOS:4847.50
TOS:4849.50
TOS:4848.00
BOS:4844.00
BOS:4844.00
BOS:4844.00
BOS:4848.50
BOS:4847.50
BOS:4844.00
BOS:4848.00BOS:4848.05
BOS:4844.00
BOS:4844.00
BOS:4843.96
BOS:4844.00
BOS:4844.00 BOS:4844.00
BOS:4844.00
BOS:4844.00
TOS:4847.50
TOS:4847.50
FG:4848.06TOA:4848.07
TOA:4848.03 FG:4848.04
FG:4847.82 FG:4847.82
FG:4847.34
FG:4847.34
TOA:4847.84
FG:4847.84
TOC: 4850.41
TOC: 4850.41
TOA:4850.05
TBC: 4850.55
TOA:4849.95
DTBC:4849.98
TOA:4849.86
DTBC:4849.90
TOA:4849.74
DTBC:4849.72
TOA:4848.06
TOA:4848.42
TOA:4850.60TOA:4850.60
METOA:4850.80
FG:4847.71
FG:4847.86
FG:4847.96
FG:4848.34FG:4848.06
FG:4848.48
FG:4847.22
FG:4849.25
FG:4849.22
FG:4847.32
FG:4849.31
FG:4850.64FG:4850.81FG:4849.02FG:4848.84
FG:4849.22 FG:4850.07FG:4848.57 FG:4849.51
TOG:4848.05FG:4849.19TOG:4848.05FG:4848.84
FG:4849.24
FG:4848.53 FG:4850.00 FG:4849.34
METOA:4850.65
METOA:4850.39
METOA:4850.23
FG:4844.00FG:4844.00
FG:4844.16
FG:4844.16
FG:4848.18
TOA:4848.18
TOA:4847.97
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PAGE
PR
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E
C
T
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E
C
K
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D
#
21
9
4
S
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,
S
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14
C.4.3
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
GRADING PLAN- CENTRAL
MATCH LINE
GRADING PLAN- SOUTH
1
2
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SHEET NOTE:
1. CONTOURS SHOWN AT 0.5' AND 1.0' INTERVALS
2. SEE SHEET C.5.1 FOR DRAINAGE DETAILS
LEGEND
TOA: TOP OF ASPHALT
METOA: MATCH EXISTING TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
FFE: FINAL FLOOR ELEVATION
FG: FINAL GRADE
TOG: TOP OF GRATE
DTBC: DEPRESSED TOP BACK OF CURB
FL: FLOW LINE
TOS: TOP OF SWALE
BOS: BOTTOM OF SWALE
EOP: EDGE OF PAVEMENT
07/09/21
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21
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16
C.5.1
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
EXISTING FREE DRAINING 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
EXISTING FREE DRAINING 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
-195,800 25 16,330 16,464 110'75.0'4'4843.00 4846.00 4842.00 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)
4848.73 4843.40 4842.80 11 4843.30 4843.00
SAND & GREASE TRAP NOTES:
1.REFER TO SITE GEOTECH REPORT, PREPARED BY MTI & DATED ______, 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 )
ELEV: 4846.00'
ELEV: 4842.00'
DRAINAGE SYSTEM CALCULATIONS
SYSTEM REQUIREMENTS:
DRAINAGE AREA:
·BASIN A 30,775 SF
·BASIN B 11,574 SF
·BASIN C 14,482 SF
·BASIN D 63,649 SF
·BASIN E 429,000 SF
·BASIN F 195,800 SF
·BASIN G *TBD
TOTAL AREA: 752,437 SF
DESIGN STORM:25 YEAR (REXBURG, 1 HR)
STORM VOLUME REQUIRED:84,579 CF
PROPOSED SYSTEM:
STORAGE SYSTEM:STORM TECH INFILTRATORS (MC-3500)
INFILTRATION TRENCH (PER THIS SHEET)
ROADSIDE SWALE
SUMMARY:
BASIN A
STORAGE SYSTEM:STORMTECH INFILTRATOR
TOTAL STORAGE REQUIRED:2,619 CF
TOTAL STORAGE PROVIDED:2,792 CF
BASIN B
STORAGE SYSTEM:STORMTECH INFILTRATOR
TOTAL STORAGE REQUIRED:926 CF
TOTAL STORAGE PROVIDED:993 CF
BASIN C
STORAGE SYSTEM:STORMTECH INFILTRATOR
TOTAL STORAGE REQUIRED:1,181 CF
TOTAL STORAGE PROVIDED:1,353 CF
BASIN D
STORAGE SYSTEM:STORMTECH INFILTRATOR
TOTAL STORAGE REQUIRED:5,181 CF
TOTAL STORAGE PROVIDED:5,311 CF
BASIN E
STORAGE SYSTEM:ROADSIDE SWALE
TOTAL STORAGE REQUIRED:58,342 CF
TOTAL STORAGE PROVIDED:67,100 CF
BASIN F
STORAGE SYSTEM:INFILTRATION TRENCH
TOTAL STORAGE REQUIRED:16,330 CF
TOTAL STORAGE PROVIDED:16,464 CF
BASIN G
*STORAGE VOLUMES TO BE CALCULATED
AT TIME OF DEVELOPMENT
TOTAL STORAGE REQUIRED:84,579 CF
TOTAL STORAGE PROVIDED:94,013 CF
BASIN A BASIN B
B
A
S
I
N
C
B
A
S
I
N
D
BASIN F
BASIN E
BASIN G
8
9668 SQ FT
0.22 ACRES
7
65,414 SQ FT
1.50 ACRES
PRIVATE DRIVE
PRIVATE DRIVE
UNIVERSITY BL
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12
T
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07/09/21
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METOA: 4850.23METOA: 4850.32METOA: 4850.30METOA: 4850.34METOA: 4850.37METOA: 4850.40
METOA: 4850.47
METOA: 4850.54METOA: 4850.52
METOA: 4850.63
METOA: 4850.97METOA: 4851.26
METOA: 4851.23METOA: 4851.14
METOA: 4850.85
METOA: 4850.68
METOA: 4850.61
METOA: 4850.48
METOA: 4850.43
TBC: 4850.22
TBC: 4849.77TBC: 4850.31TBC: 4849.96
TBC: 4850.11
DTBC: 4849.72
DTBC: 4849.78
TBC: 4850.31
TBC: 4850.41
TBC: 4850.55
DTBC: 4849.99
DTBC: 4850.03
TBC: 4850.40
TBC: 4850.28
TBC: 4850.18
TBC: 4851.01
TBC: 4851.00
TBC: 4850.43
TBC: 4850.34
TBC: 4850.70
DTBC: 4850.64
DTBC: 4850.14
TBC: 4850.10
TBC: 4850.53METOA: 4850.41
1.
4
%
2.6%
1
.
9
%
2.0%25.0%
2.
0
%
TOC: 4850.51TOC: 4850.06
TOC: 4850.56
TOC: 4850.25
TOC: 4850.22
TOC: 4850.29
TOC: 4849.69
TOC: 4849.69
TOC: 4849.84
TOC: 4849.84
TOC: 4850.08
TOC: 4849.84
TOC: 4850.47
TOC: 4850.55
TOC: 4850.57
TOC: 4850.95TOC: 4850.82TOC: 4850.64
TOC: 4850.59
TOC: 4850.66
TOC: 4850.87
SD INLET - D12" S.D.SD INLET - C
SSMH - 3
8"
S
.
S
.
231LF OF 12" S.D. @ 0.40%SD INLET - E
4830
4840
4850
4860
7+008+009+0010+0011+0012+0013+0014+00
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EX. 10" S.S.
EX. 10" S.S.
107.87' of 12" S.D. @ 0.40%231.36' of 12" S.D. @ 0.40%
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4830
4840
4850
4860
0+00
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#
21
9
4
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17
C.5.2
H
O R R O
C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
51
51
51
53
52 52
71
2726
72
PROPOSED SURFACE
EX SURFACE
12TH STREET
12
T
H
S
O
U
T
H
SE
E
S
H
E
E
T
C
.
5
.
3
PRIVATE DRIVE 1
SEE SHEET C.5.6
01
0101
01
05
06
06
07
07
12
1213 13
18
21
21
C.3.4
3
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
26
27
28
29
30
31
32
33
34
35
36
37
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
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 STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
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.
SITE PLAN KEYNOTES
INSTALL CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG
STANDARDS
INSTALL ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN
UNLESS OTHERWISE NOTED
INSTALL ADA HANDICAP SIGN SEE DETAIL 2 SHEET C.3.1
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL 1.5' FLATPAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709,
SD-714, SD-714A & SD-714B
INSTALL MODERATE DUTY ASPHALT, SEE SHEET C.3.0
INSTALL ALL STRIPING PER MUTCD STANDARDS
INSTALL SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT
SECTION SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR
DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND
ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE
LOCATION (SIGNS N.I.C)
INSTALL ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS
FOR DETAILS
INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT)
INSTALL PAVERS PER LANDSCAPE PLANSS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL
SECTION 5
LANDSCAPED AREA, SEE LANDSCAPE PLAN
INSTALL CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3
TO 1.5' FLAT PAN & CURB & GUTTER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
LEGEND
TOA: TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
DTBC: DEPRESSED TOP BACK OF CURB
METOA: MATCH EXISTING TOP OF ASPHALT
METBC: MATCH EXISTING TOP BACK CURB
FFE: FINAL FLOOR ELEVATION
FG: FINISH GRADE
FL: FLOW LINE
TOP: TOP OF POND
BOP: BOTTOM OF POND
TOG: TOP OF GRATE
SHEET NOTE:
-CONTOURS SHOWN AT 1.0' AND 5.0'
INTERVALS
-ALL ELEVATIONS ARE FG
-ISPWC SD-707 CURB TERMINUS
12 STREET NORTH - PROFILE
UNIVERSITY BLVD
SEE SHEET C.5.4
07/09/21
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ssss
w w w w w w w w w w w w w w w w w w w w w w w w w
PP
PP PP
PP
0+001+002+003+004+005+006+00
SD
S
D
S
D
S
D
SD
S
D
S
D
S
D
s s
pp
PP
2.
2
%
4850
0.7%0.4%0.4%0.9%0.4%0.4%
2.
5
%
2.
3
%
1.
6
%
1
.
6
%
2
.
4
%
2.
4
%
1.
9
%
1.
4
%
1
.
9
%
2.2
%
2.0%
2.4%
2.0%
2.
0
%
2.
0
%
2
.
0
%
2
.
0
%
2.
0
%
2
.
0
%
2.
0
%
2.
0
%
6.
8
%
8.
8
%
7.
5
%
3.
6
%
4.
6
%
1
.
7
%
3.
3
%
METOA: 4850.80METOA: 4850.72METOA: 4850.62METOA: 4850.37 METOA: 4850.51METOA: 4850.37METOA: 4850.33METOA: 4850.25METOA: 4850.23METOA: 4850.25
METOA: 4850.28
TBC: 4849.72
TBC: 4850.55
TBC: 4850.37TBC: 4850.59TBC: 4849.83
TBC: 4850.24TBC: 4849.74
TOC: 4850.60
TOC: 4850.60
TOC: 4850.10
TOC: 4850.10
TOC: 4849.77
TOC: 4850.41
TOC: 4850.41
TOC: 4850.88TOC: 4850.12
TOC: 4850.53TOC: 4850.03
DTBC: 4849.90
DTBC: 4849.98
48
4
8
4
8
5
0
4850
48
5
0
4851
48504850
SDMH - D
SD INLET - F
E
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v
a
t
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4830
4840
4850
4860
0+001+002+003+004+005+006+00
48
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48
4
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.
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1
48
4
9
.
2
7
EX. 10" S.S.
EX. 10" S.S.
225.62' of 12" S.D. @ 0.40%
243.11' of 12" S.D. @ 0.40%
ST
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:
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8
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:
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8
4
4
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3
5
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1
2
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(
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4830
4840
4850
4860
14+00
RE
V
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S
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#
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W
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PR
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C
T
CH
E
C
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E
D
#
21
9
4
S
n
a
k
e
R
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e
r
P
a
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w
a
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,
S
u
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2
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3
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9
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O
18
C.5.3
H
O R R O
C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
52
2726
52 52
52 51
53
51 51
30
33
31
37
28
PROPOSED SURFACE EX SURFACE
12TH STREET SOUTH
PR
I
V
A
T
E
D
R
I
V
E
N
12
T
H
N
O
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H
SE
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S
H
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T
C
.
5
.
2
01
06
07
1213
17
21
C.3.4
3
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
26
27
28
29
30
31
32
33
34
35
36
37
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
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 STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
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.
SITE PLAN KEYNOTES
INSTALL CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG
STANDARDS
INSTALL ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN
UNLESS OTHERWISE NOTED
INSTALL ADA HANDICAP SIGN SEE DETAIL 2 SHEET C.3.1
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL 1.5' FLATPAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709,
SD-714, SD-714A & SD-714B
INSTALL MODERATE DUTY ASPHALT, SEE SHEET C.3.0
INSTALL ALL STRIPING PER MUTCD STANDARDS
INSTALL SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT
SECTION SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR
DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND
ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE
LOCATION (SIGNS N.I.C)
INSTALL ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS
FOR DETAILS
INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT)
INSTALL PAVERS PER LANDSCAPE PLANSS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL
SECTION 5
LANDSCAPED AREA, SEE LANDSCAPE PLAN
INSTALL CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3
TO 1.5' FLAT PAN & CURB & GUTTER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
LEGEND
TOA: TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
DTBC: DEPRESSED TOP BACK OF CURB
METOA: MATCH EXISTING TOP OF ASPHALT
METBC: MATCH EXISTING TOP BACK CURB
FFE: FINAL FLOOR ELEVATION
FG: FINISH GRADE
FL: FLOW LINE
TOP: TOP OF POND
BOP: BOTTOM OF POND
TOG: TOP OF GRATE
SHEET NOTE:
-CONTOURS SHOWN AT 1.0' AND 5.0'
INTERVALS
-ALL ELEVATIONS ARE FG
-ISPWC SD-707 CURB TERMINUS
12TH STREET SOUTH - PROFILE
07/09/21
s
s
s
s
s
s
s
s
s
s
s
s
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
t
o
e
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
S
D
S
D
0+00
1+00
2+00
3+00
4+00
5+00 6+00 7+00 7+78
PP
IRR
IRR
IRR
I
R
IRR JUNCT - ASTRUCTURE - (37)24LF OF 30" S.D. @ 0.20%
IR
IRR JUNCT - C
IR
IRR JUNCT - B
356LF OF 30" S.D. @ 0.20%IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR324LF OF 30" S.D. @ 0.20%
2.2%
2.0%
2.1%
48
4
9
4850
48
5
1
48
5
1
48
5
1
4849
2.0
%
2.0%
METOA: 4851.26
METOA: 4851.23
METOA: 4851.14
METOA: 4850.85
METOA: 4850.68
METOA: 4850.61
METOA: 4850.48
METOA: 4850.43
TBC: 4851.01
TBC: 4851.00
TBC: 4850.43
TBC: 4850.34
TBC: 4850.70
DTBC: 4850.64
DTBC: 4850.14
TBC: 4850.10
TBC: 4850.53
TBC: 4850.32
TBC: 4850.50
TBC: 4850.45TBC: 4849.92
TBC: 4850.08
DTBC: 4849.65
DTBC: 4849.69
TBC: 4850.20TBC: 4850.00
DTBC: 4849.51
DTBC: 4849.44
TBC: 4849.82
TBC: 4849.60
TBC: 4848.68
TBC: 4848.78
TBC: 4848.92
DTBC: 4848.50
DTBC: 4848.54
TBC: 4849.05
TBC: 4848.77
METOA: 4850.41
METOA: 4850.41
METOA: 4850.26METOA: 4850.13
METOA: 4850.11
METOA: 4850.05
METOA: 4849.91METOA: 4849.91METOA: 4849.65
METOA: 4849.62
METOA: 4849.60
METOA: 4849.37
METOA: 4849.26
METOA: 4848.81
1.4%
2.
6
%
1.
6
%
2.
0
%
2.
1
%
2.
2
%
2.
7
%
2.
3
%
2.
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%
2.
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%
2.
7
%
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%
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0.7
%
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%
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25
.
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25
.
0
%
2.0%
TOC: 4850.95
TOC: 4850.82
TOC: 4850.64
TOC: 4850.59
TOC: 4850.66TOC: 4850.74TOC: 4850.00TOC: 4850.14
TOC: 4850.22
TOC: 4849.94
TOC: 4850.02
TOC: 4849.39
TOC: 4849.06
TOC: 4848.99
TOC: 4848.56
TOC: 4848.37
TOC: 4848.40
TOC: 4848.51
TOC: 4850.87
TOC: 4849.37TOC: 4849.37
TOC: 4849.52
TOC: 4849.52
4849
4850
484
9
4850
4850
48
4
9
4848
4
8
4
9
4849
4849
4849
4850
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M
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B
SD INLET - B
SDMH - A
SD INLET - A
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a
t
i
o
n
Station
4830
4840
4850
4860
4830
4840
4850
4860
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
48
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#
21
9
4
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2
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1
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2
3
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-
2
6
7
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CJ
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06
/
3
0
/
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0
2
1
UN
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S
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D
-
P
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&
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S
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RE
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19
C.5.4
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
51
53
26
PROPOSED SURFACEEXISTING SURFACE
51
53
27
28
UNIVERSITY BLV
D
PRIVATE DRIVE 2
SEE SHEET C.5.7
N
12TH NORTH
SEE SHEET C.5.2
01
01
20
21
13
12
12
21
06
06
C.3.4
3
56
56
UNIVERSITY BLVD - PROFILE
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
26
27
28
29
30
31
32
33
34
35
36
37
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
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 STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
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.
SITE PLAN KEYNOTES
INSTALL CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG
STANDARDS
INSTALL ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN
UNLESS OTHERWISE NOTED
INSTALL ADA HANDICAP SIGN SEE DETAIL 2 SHEET C.3.1
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL 1.5' FLATPAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709,
SD-714, SD-714A & SD-714B
INSTALL MODERATE DUTY ASPHALT, SEE SHEET C.3.0
INSTALL ALL STRIPING PER MUTCD STANDARDS
INSTALL SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT
SECTION SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR
DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND
ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE
LOCATION (SIGNS N.I.C)
INSTALL ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS
FOR DETAILS
INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT)
INSTALL PAVERS PER LANDSCAPE PLANSS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL
SECTION 5
LANDSCAPED AREA, SEE LANDSCAPE PLAN
INSTALL CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3
TO 1.5' FLAT PAN & CURB & GUTTER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
LEGEND
TOA: TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
DTBC: DEPRESSED TOP BACK OF CURB
METOA: MATCH EXISTING TOP OF ASPHALT
METBC: MATCH EXISTING TOP BACK CURB
FFE: FINAL FLOOR ELEVATION
FG: FINISH GRADE
FL: FLOW LINE
TOP: TOP OF POND
BOP: BOTTOM OF POND
TOG: TOP OF GRATE
SHEET NOTE:
-CONTOURS SHOWN AT 1.0' AND 5.0'
INTERVALS
-ALL ELEVATIONS ARE FG
-ISPWC SD-707 CURB TERMINUS
07/09/21
to
b
t
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ss
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W
IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
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IRR
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IRR
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+76
BP
:
0
+
0
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0
0
PI
:
0
+
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0
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0
0
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:
7
+
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:
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+
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6
7
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IRR JUNCT - ASTRUCTURE - (37)
IR
IRR JUNCT - C
IR
IRR JUNCT - B
IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRR
E
l
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t
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n
4835
4840
4850
4860
4835
4840
4850
4860
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
1+00
48
4
8
.
6
3
48
4
9
.
2
6
2+00
48
4
8
.
9
4
48
4
9
.
5
1
3+00
48
4
9
.
5
8
48
4
9
.
5
4
4+00
48
4
9
.
5
7
48
4
7
.
6
1
5+00
48
5
0
.
0
8
48
4
7
.
4
1
6+00
48
5
0
.
3
0
48
4
7
.
9
1
7+00
48
5
0
.
7
0
48
4
8
.
3
9
IRR (SDR) 356.09' of 30" @ 0.20%
IRR (SDR) 324.26' of 30" @ 0.20%
IR
R
J
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T
-
A
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:
4
8
4
8
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7
0
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V
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4
8
4
3
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4
1
-
3
0
"
(
E
)
IN
V
O
U
T
:
4
8
4
6
.
1
5
-
3
0
"
(
W
)
IN
V
O
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T
:
4
8
4
6
.
9
2
-
3
0
"
(
S
)
IR
R
J
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N
C
T
-
B
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:
4
8
4
9
.
4
2
IN
V
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N
:
4
8
4
4
.
0
6
-
3
0
"
(
E
)
IN
V
O
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T
:
4
8
4
4
.
0
6
-
3
0
"
(
W
)
IR
R
J
U
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T
-
C
RI
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:
4
8
5
0
.
9
3
IN
V
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N
:
4
8
4
4
.
7
7
-
3
0
"
(
E
)
IN
V
O
U
T
:
4
8
4
4
.
7
7
-
3
0
"
(
W
)
PROPOSED SURFACE
23
"
M
I
N
I
M
U
M
EXISTING SURFACE
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
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DA
T
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DE
S
I
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N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
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T
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S
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WA
R
N
I
N
G
0
1
2
IF
T
H
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S
B
A
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E
S
N
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T
ME
A
S
U
R
E
2
"
T
H
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N
DR
A
W
I
N
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T
ww
w
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h
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c
k
s
.
c
o
m
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PR
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J
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C
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CH
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C
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#
21
9
4
S
n
a
k
e
R
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v
e
r
P
a
r
k
w
a
y
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
ID
-
2
6
7
6
-
2
0
0
9
LT
S
CJ
F
CJ
F
06
/
3
0
/
2
0
2
1
UN
I
V
E
R
S
I
T
Y
D
I
T
C
H
-
P
L
A
N
&
P
R
O
F
I
L
E
BV
I
R
O
N
H
O
R
S
E
I
RE
X
B
U
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G
,
I
D
A
H
O
20
C.5.5
H
O R R O C
K
S
E
N
G I N E E R
SN
0 30'60'
SCALE: 1" = 30'
01
01
01
01
01
13
13
13
06
06
20
20
12
12
21
21
53
53
51
51
IRRIGATION KEYNOTES
INSTALL STANDARD IRRIGATION BOX PER ISPWC SD-619
INSTALL 30" IRRIGATION LINE
INSTALL IRRIGATION MANHOLE PER ISPWC SD-501 TYPE A
TIE INTO EXISTING IRRIGATION PIPE
81
82
83
84
83 84
8182
81
82
PRIVATE DRIVE 2
SEE SHEET C.5.7
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
26
27
28
29
30
31
32
33
34
35
36
37
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
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 STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
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.
SITE PLAN KEYNOTES
INSTALL CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG
STANDARDS
INSTALL ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN
UNLESS OTHERWISE NOTED
INSTALL ADA HANDICAP SIGN SEE DETAIL 2 SHEET C.3.1
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL 1.5' FLATPAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709,
SD-714, SD-714A & SD-714B
INSTALL MODERATE DUTY ASPHALT, SEE SHEET C.3.0
INSTALL ALL STRIPING PER MUTCD STANDARDS
INSTALL SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT
SECTION SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR
DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND
ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE
LOCATION (SIGNS N.I.C)
INSTALL ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS
FOR DETAILS
INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT)
INSTALL PAVERS PER LANDSCAPE PLANSS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL
SECTION 5
LANDSCAPED AREA, SEE LANDSCAPE PLAN
INSTALL CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3
TO 1.5' FLAT PAN & CURB & GUTTER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
SHEET NOTE:
-CONTOURS SHOWN AT 1.0' AND 5.0'
INTERVALS
-ALL ELEVATIONS ARE FG
-ISPWC SD-707 CURB TERMINUS
UNIVERSITY DITCH - PROFILE
12TH STREET NORTH
SEE SHEET C.5.2
07/09/21
s
w
w
w
w
w
w
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
t
o
e
PP
S
S
S SSSSSSSSS S
S
S
S
S
S
S
s
S
D
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+64
pp
PP
SS
SS SS
2
.
0
%
0.
4
%
1
.
7
%
2.
0
%
TBC: 4850.11
DTBC: 4849.72
DTBC: 4849.78
TBC: 4850.31
TBC: 4850.41
TBC: 4850.55
DTBC: 4849.99
DTBC: 4850.03
TBC: 4850.40
TOC: 4850.22
TOC: 4850.29
TOC: 4850.08
TOC: 4849.84
TOC: 4850.47
TOC: 4850.55
TBC: 4850.57
TBC: 4849.92
1.6%
2.
0
%
2
.
0
%
2.
0
%
2
.
0
%
2.2
%
2.
1
%
2
.
1
%
2.0%
2.0%
2.0%
TBC: 4850.45TBC: 4849.42TBC: 4849.22TBC: 4849.38
TOA:4848.86 TOA:4848.31
TBC: 4848.83
TOA:4850.10
TOA:4850.12
TOA:4849.50
TOA:4850.02
TOA:4848.96
4849
4850
4
8
4
9
48
5
0
4
8
5
0
484
9
484
9
4849
48
4
8
48
4
9
4
8
4
9
48
4
9
4848
4847
4848
4849
4850
4
8
5
0
4847
484
8
48
5
0
48
4
8
48
4
9
48
4
8
4" S
.
S
.
4"
S
.
S
.
SSCO-1
SSMH - 3SSMH - 1
1+00 2+00 3+00 4+00 5+00 6+00 7+00
1+00
48
4
9
.
2
3
48
4
8
.
3
2
2+00
48
4
8
.
7
1
48
4
8
.
0
2
3+00
48
4
9
.
1
3
48
4
9
.
0
1
4+00
48
4
9
.
5
6
48
4
9
.
0
1
5+00
48
4
9
.
9
8
48
4
9
.
2
7
6+00
48
5
0
.
4
0
48
4
9
.
5
1
7+00
48
5
0
.
1
8
48
4
9
.
8
2
ST
A
:
1
+
8
2
.
9
0
(
0
.
0
0
,
)
SS
M
H
-
1
RI
M
:
4
8
4
8
.
8
0
IN
V
O
U
T
:
4
8
4
4
.
6
5
-
8
"
(
E
)
288.48' of 8" S.S. @ 0.60%
ST
A
:
4
+
7
1
.
3
8
(
0
.
0
0
,
)
SS
M
H
-
2
RI
M
:
4
8
4
9
.
8
6
IN
V
I
N
:
4
8
4
2
.
9
2
-
8
"
(
W
)
IN
V
O
U
T
:
4
8
4
2
.
8
2
-
8
"
(
E
)
53.62' of 8" S.S. @ 0.40%
ST
A
:
7
+
0
2
.
4
7
(
0
.
0
0
,
)
SS
M
H
-
3
RI
M
:
4
8
5
0
.
2
4
IN
V
I
N
:
4
8
4
1
.
9
0
-
8
"
(
W
)
IN
V
I
N
:
4
8
4
1
.
7
3
-
1
0
"
(
S
)
IN
V
O
U
T
:
4
8
4
1
.
7
3
-
1
0
"
(
N
)
ST
A
=
0
+
3
8
.
1
4
T.
O
.
W
.
=
4
8
4
3
.
2
6
STA = 2+00.00
T.O.W. = 4842.47
STA = 4+86.01
T.O.W. = 4841.58
ST
A
=
7
+
4
7
.
7
5
T.
O
.
W
.
=
4
8
4
4
.
6
4
ST
A
:
2
+
6
8
.
2
0
2"
W
A
T
E
R
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
4
+
6
1
.
3
1
2"
W
A
T
E
R
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
4
+
8
1
.
3
1
2"
W
A
T
E
R
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
2
+
6
3
.
2
0
6"
F
I
R
E
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
4
+
5
6
.
3
1
6"
F
I
R
E
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
4
+
8
6
.
3
1
6"
F
I
R
E
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
0
+
8
8
.
9
5
2"
W
A
T
E
R
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
4
+
2
7
.
1
2
2"
W
A
T
E
R
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
0
+
9
3
.
9
4
6"
F
I
R
E
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
4
+
2
2
.
1
2
6"
F
I
R
E
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
2
+
3
9
.
2
4
6"
S
S
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
4
+
4
4
.
3
1
6"
S
S
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
4
+
9
8
.
3
8
6"
S
S
S
E
R
V
I
C
E
(
L
T
)
ST
A
:
1
+
8
9
.
9
0
6"
S
S
S
E
R
V
I
C
E
(
R
T
)
ST
A
:
5
+
2
5
.
0
0
6"
S
S
S
E
R
V
I
C
E
(
R
T
)
↕ 4.15' (SS)
↕ 7.03' (SS)↕ 8.51' (SS)
ST
A
:
6
+
5
1
.
3
3
8"
x
6
"
W
A
T
E
R
T
E
E
ST
A
:
7
+
4
2
.
5
4
8"
G
A
T
E
V
A
L
V
E
ST
A
:
7
+
4
7
.
7
5
8"
x
1
2
"
W
A
T
E
R
T
E
E
8" WATER MAIN
8" WATER MAIN
E
l
e
v
a
t
i
o
n
4830
4840
4850
4860
0+00
4830
4840
4850
4860
8+00
RE
V
I
S
I
O
N
S
RE
V
#
DA
T
E
DR
A
W
I
N
G
I
N
F
O
DA
T
E
DE
S
I
G
N
E
D
DR
A
W
N
*S
E
E
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
WA
R
N
I
N
G
0
1
2
IF
T
H
I
S
B
A
R
D
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E
S
N
O
T
ME
A
S
U
R
E
2
"
T
H
E
N
DR
A
W
I
N
G
I
S
N
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T
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C
A
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S
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T
ww
w
.
h
o
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o
c
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c
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PR
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#
21
9
4
S
n
a
k
e
R
i
v
e
r
P
a
r
k
w
a
y
,
S
u
i
t
e
2
0
5
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
(2
0
8
)
5
2
2
-
1
2
2
3
ID
-
2
6
7
6
-
2
0
0
9
LT
S
CJ
F
CJ
F
06
/
3
0
/
2
0
2
1
PR
I
V
A
T
E
D
R
I
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E
1
-
P
L
A
N
&
P
R
O
F
I
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BV
I
R
O
N
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O
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E
I
RE
X
B
U
R
G
,
I
D
A
H
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21
C.5.6
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
26
27
28
29
30
31
32
33
34
35
36
37
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
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 STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
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.
27
282828
29
30
30
30
3030
31
31 31 31333333
33
323232
32
7272
7373 73
74 7474
74
1
2
T
H
S
T
PRIVATE DRIVE 1
PRIVATE DRIVE 2
SEE SHEET C.5.7
74
SITE PLAN KEYNOTES
INSTALL CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG
STANDARDS
INSTALL ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN
UNLESS OTHERWISE NOTED
INSTALL ADA HANDICAP SIGN SEE DETAIL 2 SHEET C.3.1
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL 1.5' FLATPAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709,
SD-714, SD-714A & SD-714B
INSTALL MODERATE DUTY ASPHALT, SEE SHEET C.3.0
INSTALL ALL STRIPING PER MUTCD STANDARDS
INSTALL SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT
SECTION SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR
DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND
ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE
LOCATION (SIGNS N.I.C)
INSTALL ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS
FOR DETAILS
INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT)
INSTALL PAVERS PER LANDSCAPE PLANSS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL
SECTION 5
LANDSCAPED AREA, SEE LANDSCAPE PLAN
INSTALL CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3
TO 1.5' FLAT PAN & CURB & GUTTER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
01
12
01
04
05
05
05
05
06
06
07
0707
22
21
21
21
21
21LOT 3 LOT 2 LOT 1
C.3.4
4
3537
36 36
29
32
31
33
75
PRIVATE DRIVE 1 - PROFILE
PROPOSED SURFACE EXISTING SURFACE
LEGEND
TOA: TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
DTBC: DEPRESSED TOP BACK OF CURB
METOA: MATCH EXISTING TOP OF ASPHALT
METBC: MATCH EXISTING TOP BACK CURB
FFE: FINAL FLOOR ELEVATION
FG: FINISH GRADE
FL: FLOW LINE
TOP: TOP OF POND
BOP: BOTTOM OF POND
TOG: TOP OF GRATE
SHEET NOTE:
-CONTOURS SHOWN AT 1.0' AND 5.0'
INTERVALS
-ALL ELEVATIONS ARE FG
-ISPWC SD-707 CURB TERMINUS
PRIVATE DRIVE 2
SEE SHEET C.5.7
12TH STREET NORTH
SEE SHEET C.5.2
12TH STREET SOUTH
SEE SHEET C.5.3
07/09/21
w
w
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+
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19+0020+00
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MATOA: 4848.81
1.2%
0.7%
1.9
%
TOC: 4848.37
TOC: 4848.40
2.2
%
2.1%2.1%
2.
0
%
2.
0
%
1.
8
%
2.
0
%
1.4%
1
.
2
%
TBC: 4849.38
TOA:4848.86
TOA:4849.50TOA:4849.78
TOA:4849.51
TOA:4849.47
TOA:4850.46 TOA:4850.02
TBC: 4848.77
TOC: 4849.06TOC: 4848.99
TOC: 4848.56
TOC: 4848.51
TOC: 4848.59
TOC: 4848.58
TOC: 4849.05
TOC: 4848.92
TOA:4848.96
4
8
4
7
4
8
4
8
4850
4
8
4
8
484
8
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4
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4848
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48
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9
DTBC: 4848.50
DTBC: 4848.54
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Station
4830
4840
4850
4860
4830
4840
4850
4860
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0.40%0.40%0.40%0.40%-1.00%-1.00%-1.00%-1.00%-1.00%
RE
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C.5.7
UNIVERSITY BLVD
SEE SHEET C.5.4
PRIVATE DRIVE 2 - PROFILE
27 28
29
32
35
H
O R R O
C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
01
05
06
07
12
13
20
21
21
C.3.4
5
36
37
PRIVATE DRIVE 2
PRIVATE DRIVE 1
SEE SHEET C.5.6
PROPOSED SURFACE
EXISTING SURFACE
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
26
27
28
29
30
31
32
33
34
35
36
37
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
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 STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
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.
SITE PLAN KEYNOTES
INSTALL CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG
STANDARDS
INSTALL ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN
UNLESS OTHERWISE NOTED
INSTALL ADA HANDICAP SIGN SEE DETAIL 2 SHEET C.3.1
INSTALL TRASH PAD & ENCLOSURE PER CITY OF REXBURG SD-11
INSTALL 1.5' FLATPAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
INSTALL 4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709,
SD-714, SD-714A & SD-714B
INSTALL MODERATE DUTY ASPHALT, SEE SHEET C.3.0
INSTALL ALL STRIPING PER MUTCD STANDARDS
INSTALL SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT
SECTION SUMMARY SHEET C.3.0
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL CROSS DRAIN PER CITY OF REXBURG SD-7
INSTALL CURB & GUTTER PER CITY OF REXBURG SD-3
PROPOSED MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR
DETAILS
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND
ELECTRICAL PLANS FOR DETAILS) SIGNS SHOWN IN APPROXIMATE
LOCATION (SIGNS N.I.C)
INSTALL ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS
FOR DETAILS
INSTALL GRAVEL (SUB-BASE PER GEOTECH REPORT)
INSTALL PAVERS PER LANDSCAPE PLANSS
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
INSTALL TYPICAL SECTION PER CITY OF REXBURG SD-3 TYPICAL
SECTION 5
LANDSCAPED AREA, SEE LANDSCAPE PLAN
INSTALL CURB & GUTTER TRANSITION FROM CITY OF REXBURG SD-3
TO 1.5' FLAT PAN & CURB & GUTTER
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
LEGEND
TOA: TOP OF ASPHALT
TBC: TOP BACK OF CURB
TOC: TOP OF CONCRETE
DTBC: DEPRESSED TOP BACK OF CURB
METOA: MATCH EXISTING TOP OF ASPHALT
METBC: MATCH EXISTING TOP BACK CURB
FFE: FINAL FLOOR ELEVATION
FG: FINISH GRADE
FL: FLOW LINE
TOP: TOP OF POND
BOP: BOTTOM OF POND
TOG: TOP OF GRATE
SHEET NOTE:
-CONTOURS SHOWN AT 1.0' AND 5.0'
INTERVALS
-ALL ELEVATIONS ARE FG
-ISPWC SD-707 CURB TERMINUS
07/09/21
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fl
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fl
fl
fl
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w
PP
PP
PP
4
8
4
9
4849
4849
4
8
4
9
4
8
4
8
48
4
8
48
4
7
484
8
4
8
4
8
48
4
8
48
5
0
48
4
9
48
5
0
48
4
9
48
4
9
48
5
0
4
8
4
9
4
8
5
0
48
5
0
4850
4850
4850
484
8
4849
4850
4849
4849
4849
48
4
8
4
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4
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4
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4
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4
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4
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48
4
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48
4
8
4
8
4
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48
4
9
4849
4847
4848
4849
48
4
8
48
4
8
STRUCTURE - (30)
RIM: 4848.92
INV IN: 4843.40 18" (W)
INV OUT: 4843.00 24" (S)
SD INLET - L
RIM: 4848.03
INV IN: 4843.60 12" (S)
INV IN: 4844.90 12" (N)
INV OUT: 4843.50 18" (E)
SD INLET - J
RIM: 4847.26
INV IN: 4843.84 12" (S)
INV OUT: 4843.74 12" (N)
SD INLET - M
RIM: 4847.79
INV IN: 4844.09 12" (E)
INV OUT: 4843.99 12" (N)
221LF OF 12" S.D. @ 0.22%153LF OF 12" S.D. @ 0.22%
SD INLET - R
RIM: 4848.05
INV IN: 4844.23 12" (E)
INV OUT: 4844.13 12" (W)127LF OF 12" S.D. @ 0.22%191LF OF 12" S.D. @ 0.22%
SD INLET - Q
RIM: 4848.05
INV OUT: 4844.65 12" (W)
STRUCTURE - (34)
RIM: 4845.47
INV IN: 4843.85 12" (E)
SD INLET - I
RIM: 4848.33
INV OUT: 4845.33 12" (SE)
SD INLET - K
RIM: 4847.61
INV IN: 4845.21 12" (NW)
INV OUT: 4845.11 12" (S)
97
L
F
O
F
1
2
"
S
.
D
.
@
0
.
2
2
%
56
L
F
O
F
1
2
"
S
.
D
.
@
0
.
2
2
%
SD INLET - P
RIM: 4849.12
INV OUT: 4845.60 12" (S)
21
8
L
F
O
F
1
2
"
S
.
D
.
@
0
.
2
2
%
SD INLET - O
RIM: 4848.79
INV IN: 4845.12 12" (N)
INV OUT: 4845.02 12" (W)
PP
5+
0
0
6+
0
0
7+
0
0
8+
0
0
9+
0
0
10
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S
D
S
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SD
S
S
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S
SSMH - 2
SS SS SS SS S
SSMH - 3
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1+00 2+00 3+00 4+00 5+00 6+00 7+00
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D
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D
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STRUCTURE - (45)
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7
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@
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%
SD INLET - N
RIM: 4848.69
INV IN: 4844.68 12" (E)
INV OUT: 4844.58 12" (W)
44LF OF 18" S.D. @ 0.22%
8" S.S.
RV DUMP SS TIE
INV IN: 4847.22 4" (N)
14LF OF 4" SS @ 1.00%
99LF OF 4" SS @ 1.00%
SSCO-3
RIM: 4850.21
INV IN: 4847.08 4" (S)
76L
F
O
F
4
"
S
S
@
1
.
0
0
%
29LF OF 4" SS @ 1.00%
SSCO-1
RIM: 4849.52
INV IN: 4843.23 4" (SW)
SSCO-2
RIM: 4850.35
INV IN: 4843.99 4" (S)
INV IN: 4843.99 4" (W)
SS PLUG-1
INV OUT: 4844.04 4" (N)
5LF OF 4" SS @ 1.00%
SSCO-4
RIM: 4850.06
INV IN: 4846.09 4" (S)
INV OUT: 4846.09 4" (E)
104LF OF 4" SS @ 2.01%
RE
V
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#
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#
21
9
4
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23
C.5.8
H
O R R O C
K
S
E
N
G I N E E R
S
0 30'60'
SCALE: 1" = 30'
N
WATER KEYNOTES
EXISTING DOMESTIC WATER LINE. CONTRACTOR TO FIELD VERIFY
EXACT DEPTH AND LOCATION AND NOTIFY ENGINEER OF RECORD
OF ANY DISCREPANCIES
CONNECT 8" WATER MAIN LINE TO EXISTING 8" WATER MAIN,
INCLUDING 8" GATE VALVE PER CITY OF REXBURG STANDARDS, AND
A TEE THRUST BLOCK PER ISPWC SD-403
INSTALL 8" DUCTILE IRON PIPE (PER CITY OF REXBURG STANDARD),
LENGTH PER PLANS, MUST MAINTAIN 5' COVER
INSTALL FIRE HYDRANT PER ISPWC SD-404. FIRE HYDRANT TO MEET
CITY REXBURG STANDARDS
POTABLE & NON-POTABLE VERTICAL LINE CROSSING PER ISPWC
SD-407, MINIMUM 1.5' VERTICAL SEPARATION
INSTALL 2" WATER SERVICE STUB PER ISPWC SD-402. STUBS PER
CITY OF REXBURG STANDARD
INSTALL 6" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 6" WATER SERVICE STUB
INSTALL 8" 90° HORIZONTAL BEND, INCLUDING THRUST BLOCK PER
ISPWC SD-403
INSTALL 8" X 8" TEE
INSTALL 8" X 8" WITH GATE VALVE PER CITY OF REXBURG
STANDARDS
INSTALL 8" PLUG
INSTALL 1" WATER SERVICE
INSTALL 6" X 1" TEE
26
27
28
29
30
31
32
33
34
35
36
37
38
39
STORM DRAIN KEYNOTES
INSTALL STORM DRAIN CATCH BASIN PER ISPWC SD-601 TYPE 1.
GRATE TO BE NEENAH MODEL NUMBER R-3067 OR APPROVED
EQUAL
INSTALL STORM DRAIN PIPE, SIZE AND LENGTH PER PLAN
INSTALL INFILTRATOR DRAIN PER REXBURG SD-16. TO INCLUDE
MANHOLE, CHAMBERS, AND DRAIN ROCK MATERIALS
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 30" STORM DRAIN STRUCTURE WITH GRATED CIRCULAR LID
INSTALL UNDERGROUND INFILTRATOR, SEE DETAIL 1 & 1A ON
SHEET C.5.6
INSTALL STORM DRAIN CATCH BASIN PER 2010 I.F. STD 700-9
INSTALL 1500 GAL SAND & GREASE TRAP PER ISPWC SD-624
INSTALL MONITORING WELL WITH TRAFFIC RATED LID PER ISPWC
SD-627.
INSTALL 6" ROOF DRAIN STUB, SEE ARCHITECTURAL DRAWINGS FOR
CONTINUATION
INSTALL 6" C/O WITH TRAFFIC RATED LID
INSTALL 12" CULVERT
51
52
53
54
55
56
57
58
59
60
61
62
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.
56
71
5252
52
52
5252
52
52
52
57
57
57
57
57
57
57
58
55
5555
55
12
T
H
S
T
PRIVATE DRIVE
PROPOSED
BUILDING
PROPOSED
BUILDING
PROPOSED
BUILDING
62
MISCELLANEOUS KEYNOTES
LOCATION OF PROPOSED TRANSFORMERS SEE ELECTRICAL PLANS
FOR DETAILS
PROPOSED LIGHT POLES, SEE ELECTRICAL PLANS FOR DETAILS
A
B
SEWER KEYNOTES
TIE INTO EXISTING SEWER MAIN WITH MANHOLE. CONTRACTOR TO
FIELD VERIFY EXACT DEPTH AND LOCATION OF EXISTING SEWER
LINE AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES
AT CONNECTION POINT PER CITY OF REXBURG STANDARDS.
INSTALL 8" PVC SDR-35 SEWER MAIN, SLOPE AND LENGTH PER
PLANS
INSTALL MANHOLE PER ISPWC SD-501 TYPE A
INSTALL 4" PVC SDR-35 SEWER LINE, SLOPE AND LENGTH PER
PLANS
INSTALL PLUG & MARKER, SEE ARCHITECTURAL PLANS FOR
CONTINUATION
INSTALL SANITARY SEWER CLEAN OUT
71
72
73
74
75
76
30
75
32
3833
76
72
76
74
74
33
33
38
74
74
76
75
75
38
2LF OF 1" WATER SERVICE LINE
9LF OF 1" WATER SERVICE LINE
111LF OF 6" WATER SERVICE LINE
5LF OF 1" WATER SERVICE LINE
39
30
09/08/21
to
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RE
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#
21
9
4
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24
C.6.0
R25'
1" TO 3"
COARSE AGGREGATE
FILTER FABRIC
50' MI
N
PU
B
L
I
C
R
O
A
D
HAR
D
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A
C
E
STABILIZED CONSTRUCTION ENTRANCE
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
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"
H
O R R O
C
K
S
E
N
G I N E E R
SN
0 60'120'
SCALE: 1" = 60'
LEGEND
SILT FENCE SEE DETAIL THIS SHEETSFSF
CONSTRUCTION FENCE
INLET PROTECTION SEE DETAIL THIS SHEET
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
1 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
2
3
4
5
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.
SWPPP NOTES
APPROXIMATE QUANTITY SUMMARY
LINEAR FIBER ROLL -
SILT FENCE 1934 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 18 EA
CHECK DAM -
LIMITS OF DISTURBANCE ±20.71 AC
PROJECT ACRES ±20.71 AC
INLET PROTECTION SEE DETAIL THIS SHEET
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
2
2
5
4 4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
3
3
3
3
3 3 3
PROPOSED
BUILDING
UNIVERSITY BLVD
12
T
H
S
T
R
E
E
T
PRIVATE DRIVE
PR
I
V
A
T
E
D
R
I
V
E
PRIVATE DRIVE
1
07/09/21