HomeMy WebLinkAboutINFRASTRUCTURE Rev 8 3.30.23 - 20-00899 - Blue Ox - Yellowstone Heights Condo Plat-Reviewed-Approved (3)Author Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Katie Saurey Katie.Saurey@rexburg.org 208-372-2167
Description : Blue Ox - Yellowstone Heights Condos - Infrastructure & Condo Plat
Address : 814 N Yellowstone Hwy
Record Type : Plat
Document Filename : INFRASTRUCTURE Rev 8 3.30.23 - 20-00899 - Blue Ox - Yellowstone Heights Condo Plat.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 20-00899
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-2 Stamp Stan Crittenden : Fire Open 3 Approved - Fire Dept
C-0 Stamp Katie Saurey : P&Z Open 1 Plan Received
C-2 Stamp Kyle Baldwin : P&Z Open 3 Approved - Planning and Zoning
C-2 Stamp Joel Gray : PW Open 3 Approved - Public Works
Plat
Approval of plans does not constitute approval of variance from code
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YELLOWSTONE HEIGHTS CONDOMINIUMS
Rexburg, Idaho
PROJECT NO. 20022
SITE PLAN
BEING PART OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 6 NORTH,
RANGE 40 EAST OF THE BOISE MERIDIAN, REXBURG, MADISON COUNTY, IDAHO
1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN
SUPPLEMENT THE CITY OF REXBURG STANDARDS.
2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED
AGGREGATE OR SAND AS APPROVED BY THE ENGINEER.
3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO
THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK.
4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES,
SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN,
SHALL BE REPAIRED AT CONTRACTORS EXPENSE.
6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION
OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD-LOCATE ANY EXISTING UTILITIES
WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY
BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT.
8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL
MEASURES.
9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
10.SITE ADDRESS: 238 ELLA LANE REXBURG, IDAHO.
APPROVED BY:
CITY OF REXBURG ENGINEERING DEPARTMENT
APPROVED BY:
ROCKY MOUNTAIN POWER
APPROVED BY:
CITY OF REXBURG FIRE DEPARTMENT
APPROVED BY:
CENTURY LINK
APPROVED BY:
INTERMOUNTAIN GAS
1.WATER SERVICE IN PROJECT WILL BE PVC.
2.CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP TO BUT NOT
INCLUDING THE WATER METER.
3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2020 ISPWC DETAIL SD-403. PROVIDE
TEMPORARY CAPS AND TEMPORARY END THRUST BLOCKS AT ALL TEMPORARY WATERLINE TERMINATION POINTS AS REQUIRED DUE TO
PHASED DEVELOPMENT.
4.COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.
5.WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' HORIZONTALLY AND 18" VERTICALLY FROM ANY SANITARY SEWER OR
STORM SEWER MEASURED FROM THE EDGE OF EACH PIPE AS OUTLINED IN THE ISPWC 2008 STANDARD DRAWINGS SD-407.
6. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.
7. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER THE 2008 ISPWC SECTIONS 401.3.6 AND 401.3.9.
8. COMPLY STRICTLY TO MANUFACTURER INSTALLATION REQUIREMENTS IN REGARDS TO PULLED JOINTS ON THE WATERLINE WORK. USE
STANDARD ELBOWS WHEREVER POSSIBLE IN LIEU OF PULLING JOINTS EVEN IF THE JOINT PULLS ARE WITHIN MANUFACTURE INSTALLATION
TOLERANCES.
9. ALL WATER PIPES SHALL INCLUDE ALL APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES, VALVES, ETC....
10. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).
11.WATER MAIN VALVES SHALL BE RESILIENT WEDGE GATE VALVES FOR 10" AND SMALLER DIAMETER PIPES AND BUTTERFLY VALVES FOR
LARGER DIAMETER PIPES RATED AT 250 PSI OR GREATER.
1. ALL STORM SEWER PIPING IS TO BE ADS N 12 WT IB PIPE MEETING ASTM F2648 WITH SMOOTH INTERIOR.
2. ALL SEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC.
3. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.
4. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4.
5. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2020 STANDARD DRAWINGS SD-501.
6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2020 STANDARD DRAWINGS SD-301 & SD-302.
7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2020 STANDARD DRAWINGS SD-511,
SD-511A, AND SD-512.
WATER NOTES:
SEWER NOTES:
1.ALL NEW ELECTRICAL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT ROCKY MOUNTAIN POWER SERVICE
POLICY.
2.DEVELOPER SHALL BEAR ALL COSTS TO RELOCATE OR REMOVE EXISTING POWER POLES, LIGHT POLES, ANCHOR GUYS AND
MISCELLANEOUS ELECTRICAL FACILITIES.
3.ALL PVC ELECTRIC CONDUITS SHALL BE PVC SCHEDULE 40. ALL FIBERGLASS CONDUITS SHALL MEET ROCKY MOUNTAIN POWER'S
MARKING AND STRENGTH RATING REQUIREMENTS. CONDUIT DIAMETERS SHALL MEET ROCKY MOUNTAIN POWER'S DESIGN. ALL
ELBOWS SWEEP RADII SHALL BE 36”, 48” OR 60” DEPENDING ON ROCKY MOUNTAIN POWER'S DESIGN.
4.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER.
5.TRENCH EXCAVATION AND CONDUIT PLACEMENT SHALL BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER SERVICE POLICY
SPECIFICATIONS AND IN ACCORDANCE WITH OSHA STANDARDS. CONDUIT TRENCH DEPTHS SHALL BE BETWEEN 36” AND 48” (NOT
TO EXCEED 60”) AND INCLUDE THE REQUIRED SAND PLACEMENT BELOW AND ABOVE THE PLACED CONDUIT.
6.THE ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
7.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
8.THE DEVELOPER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
9.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY.
10.SEE ROCKY MOUNTAIN POWER ELECTRICAL SITE PLAN FOR OFF-SITE AND ON-SITE ELECTRICAL LAYOUT AND INSTALLATION DETAILS.
IN THE EVENT THE FIBER OPTIC UTILITY ELECTS TO USE THE SAME TRENCH, THEY MUST MEET NESC UNDERGROUND UTILITY
CLEARANCES.
11.A 15 FOOT WIDE PUBLIC UTILITY EASEMENT IS PERPETUALLY RESERVED WITHIN EACH LOT ALONG ALL ROAD FRONTAGES FOR THE
USE OF PUBLIC UTILITIES WITHIN THIS SUBDIVISION. NO PERMANENT STRUCTURES, SIDEWALKS, AND DRIVEWAYS SHALL BE
CONSTRUCTED OVER SAID EASEMENT (OTHER THAN CROSSINGS) IN ORDER FOR THE UTILITY COMPANIES TO MAINTAIN.
ELECTRICAL NOTES:
1. LANDSCAPING REQUIRED OVER 10% OF TOTAL AREA AND 10% OF TOTAL PLOWED AREA REQUIRED FOR SNOW STORAGE.
LANDSCAPE/GREEN SPACE/ SNOW STORAGE
CITY OF REXBURG
ENGINEERING DEPARTMENT KEITH DAVIDSON (208) 359-3020
DEQ (208) 528-2650
DIGLINE (CALL BEFORE YOU DIG)811 OR (800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER PAUL SNARR (208) 542-2665
PROJECT CONTACTS
INDEX
GENERAL NOTES
EL.ELEVATION
FF FINISHED FLOOR
INV INVERT
O.C.ON CENTER
REQ'D REQUIRED
STD STANDARD
TEMP TEMPORARY
TYP TYPICAL
TBC TOP BACK OF CURB
DWG DRAWING
FL FLOW LINE OF CURB
X-TBC EXISTING TOP BACK OF CURB
X EXISTING
BTM BOTTOM
FO FINISHED OIL GRADE
EO EDGE OF OIL
MH MANHOLE
SSMH SANITARY SEWER MANHOLE
CB CATCH BASIN
FW FRONT OF SIDEWALK
BW BACK OF SIDEWALK
GB GRADE BREAK
TOW TOP OF WALL
HP HIGH POINT
LP LOW POINT
ABBREVIATIONS
VICINITY MAP
N
S
EW
PROJECTLOCATION
N Y
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SHEET #SHEET NAME SHEET TITLE
1 COVER COVER
2 C-1 EXISTING CONDITIONS
3 C-2 SITE PLAN
4 C-3 STORM PLAN & GRADING
5 PP-1 LOT 1, AND LOT 2
6 PP-2 HIGHWAY 33
7 T-1 YELLOWSTONE HIGHWAY 33 PAVEMENT MARKINGS
8 T-2 YELLOWSTONE HIGHWAY 33 TRAFFIC CONTROL
9 D-1 DETAILS
10 D-2 DETAILS
APPROVED BY:
IDAHO TRANSPORTATION DEPARTMENT - HIGHWAY 33
Digitally signed by Paul J
Snarr
Date: 2023.03.30
08:27:15-06'00'
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ID
A
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A
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L
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(
2
0
8
)
5
4
2
-
2
6
6
5
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X
B
U
R
G
(
2
0
8
)
3
5
9
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2
6
6
5
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E
P
A
R
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D
F
O
R
:
BL
U
E
O
X
D
E
V
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L
O
P
M
E
N
T
YE
L
L
O
W
S
T
O
N
E
H
E
I
G
H
T
S
T.
H
A
N
S
E
N
J.
L
E
H
M
A
N
N
P.
S
N
A
R
R
20
0
2
2
16
4
1
0
3/
3
0
/
2
3
REMOVE EXISTING FENCE
AND REPLACE WITH
6' SOLID VINYL FENCE
REMOVE EXISTING FENCE
AND REPLACE WITH
6' SOLID VINYL FENCE
REMOVE
EXISTING
BUILDINGS
REMOVE EXISTING GRAVEL
DRIVE AND CONCRETE
RELOCATE
EXISTING
POWER POLES
AND POWER LINES
N89°35'22"E
420.78'
WEST QUARTER CORNER
SECTION 17, TOWNSHIP 6 NORTH,
RANGE 40 EAST, BOISE MERIDIAN CP&F
INSTRUMENT NUMBER 264337
N0
°
1
1
'
0
6
"
E
14
9
8
.
0
2
'
SOUTHWEST CORNER
SECTION 17, TOWNSHIP 6 NORTH,
RANGE 40 EAST, BOISE MERIDIAN
CP&F INSTRUMENT NUMBER 264347
N0
0
°
1
1
'
0
6
"
E
2
6
5
7
.
3
9
'
11
5
9
.
3
7
'
BA
S
I
S
O
F
B
E
A
R
I
N
G
C
I
T
Y
O
F
R
E
X
B
U
R
G
REMOVE EXISTING
CONCRETE PAD
NOTES:
1.EXISTING WELL TO BE ABANDONED
PER IDWR REQUIREMENTS.
2.EXISTING SEPTIC SYSTEM TO BE
ABANDONED PER HEALTH DISTRICT
REQUIREMENTS.
REMOVE EXISTING FENCE
ASPHALT
WALKING PATH
CULVERT
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
G G
XXX
UGP
OHP
UNDERGROUND POWER LINE
UNDERGROUND PVC POWER CONDUIT
OVERHEAD POWER LINE
TELEPHONE LINE
DRAINAGE FLOW BREAKLINE
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
EXIST.PRO.DESCRIPTION
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
0.75%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
TBC
72.1
0
XG =
7
2
.
1
0
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN(12''SD
EXISTING PRESSURE LINE (WATER LINE)8''W
8''W
(8''SS
EXISTING SANITARY SEWER MAIN(8''SS
EXISTING STORM DRAIN MAIN(12''SD
YE
L
L
O
W
S
T
O
N
E
U
S
H
I
G
H
W
A
Y
3
3
8''
W
8'
'
W
N0
°
0
8
'
0
8
"
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X
8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
16
'
'
W
N89° 35' 22"E
420.47'
ELLA LANE
BORE UNDER
EXISTING ASPHALT
IN HIGHWAY
51
5
+
5
0
(8''SS(8''SS(8''SS(8''SS
(8''SS
(8''SS
(8''SS
(8''SS
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8'
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)
16
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16
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16
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16
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W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
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16
'
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W
16
'
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16
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16
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(1
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(1
2
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(1
2
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BLOCK 1
LOT 2
BLOCK 2
LOT 2
PARADISE NURSERY
&
P
O
N
D
C
E
N
T
E
R
L
L
C
INST # 269950, 269
9
7
4
,
2
6
9
9
7
5
,
2
7
9
9
6
6
,
3
1
8
8
7
1
PLAYGROUND
GAZEBO/
PAVILLION
STORM POND 2 AND
SNOW STORAGE
RIP
RAP
BLDG C
F.F.=4874.78
BLDG D
F.F.=4874.71
X
X
X
X
BLDG A
F.F.=4873.30
BLDG B
F.F.4873.30
(8
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S
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(8
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2''W 2''W
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6''W6''W
24
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0
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1
0
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12''SD)
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STORM POND/
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POND FOR
ADDITIONAL AREA
FOR BUILDING
DRAINAGE
EO
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EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
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EP
EP
EP
EP
EP
EP
EP
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EP
EP
EP
(8
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S
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P
OH
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P
OH
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OH
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EO
EO
EO
EO
EO
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SNOW 4
STORAGE
5586 sqft
SNOW 5
STORAGE
1008 sqft
STO
R
A
G
E
6
843
s
q
f
t
STORAGE 7
351 sqft
1
1
4
2
3 4
3
2
2
3
4
3
2
4
SCREENED
TRASH
ENCLOSURE
9'
X
2
0
'
20
S
T
A
L
L
S
9'
X
2
0
'
12
S
T
A
L
L
S
9'
X
2
0
'
11
S
T
A
L
L
S
9'X
2
0
'
5 S
T
A
L
L
S
INSTALL SSMH #2
CONNECT TO EXISTING 8" SANITARY SEWER
CONNECT TO EXISTING
8" WATER LINE
15' P.U.E.
(TYP.)
VALLEY GUTTER
9'X20'
18 STALLS
8'X
1
8
'
8 S
T
A
L
L
S
SCREENED TRASH
ENCLOSURE
20
'
20'
24'
24
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24
.
5
6
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R=3
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46.4'10
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8'X
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7 S
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L
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8 STALLS
7
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5
5
6
6
6
5
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(TYP.)
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(
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3
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/
2
3
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 accordance with said survey.
W E
S
N
SCALE: 1" = 30.0'
30'0 30'
NOTES:
PROPOSED USE= RESIDENTIAL APARTMENTS
PROJECT AREA=2.60 ACRES
ZONE = MDR1
PARKING STALLS REQUIRED @ 2 PER UNIT=84
PARKING STALLS PROVIDED=79 + 10 STALL GARAGE
HANDICAP PARKING STALLS=8
LANDSCAPE AREA=1.26 ACRES
IMPERVIOUS AREA=1.34 ACRES
DEVELOPER OF YELLOWSTONE HEIGHTS SHALL BE RESPONSIBLE
FOR ALL HIGHWAY WIDENING AND PAVEMENTS MARKINGS AS
SHOWN HEREIN IN ACCORDANCE WITH CURRENT ITD
STANDARDS (SEE SHEET 6 FOR HIGHWAY DESIGN)
INSTALL SIDEWALK TO 2ND STREET
PER CITY OF REXBURG.
ELLA LANE
COMMERCIAL DRIVEWAY APPROACH WITH HANDICAP RAMPS AS PER CITY OF
REXBURG STANDARDS.
6" FIRE WATER SERVICE INTO BUILDING.
2" WATER SERVICE WITH GATE VALVE INTO BUILDING.
4" SANITARY SEWER SERVICE INTO BUILDING.
LIP UP CURB AND GUTTER. SEE DETAIL 12 SHEET D-1.
LIP DOWN CURB AND GUTTER. SEE DETAIL 11 SHEET D-1.
THICKENED EDGE SIDEWALK. SEE DETAIL 14 SHEET D-1.
KEYNOTES:
1
2
3
4
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
GAS LINE
FENCE LINE
G G
UGP
OHP
UNDERGROUND POWER LINE
UNDERGROUND PVC POWER CONDUIT
OVERHEAD POWER LINE
TELEPHONE LINE
DRAINAGE FLOW BREAKLINE
PROPOSED/EXISTING ELEVATION
PROPOSED/EXISTING FIRE HYDRANT
PROPOSED/EXISTING VALVE
PROPOSED/EXISTING CURB AND GUTTER
PROPOSED/EXISTING STREET LIGHT
PROPOSED/EXISTING POWER POLE
EXIST.PRO.DESCRIPTION
PROPOSED/EXISTING MANHOLE
PROPOSED/EXISTING STORM DRAIN INLET
PROPOSED ASPHALT
DRAINAGE FLOW ARROW
LEGEND
0.75%
BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
TBC
72.1
0
XG =
7
2
.
1
0
PUBLIC UTILITY EASEMENT
STORM DRAIN MAIN(12''SD
EXISTING PRESSURE LINE (WATER LINE)8''W
8''W
(8''SS
EXISTING SANITARY SEWER MAIN(8''SS
EXISTING STORM DRAIN MAIN(12''SD
LANDSCAPE AREA
IMPERIA HONEYLOCUST FOR LANDSCAPING
AUTUMN JOY SEDUM FOR LANDSCAPING
NEW MUGO PINE FOR LANDSCAPING
NEW BUSH FOR LANDSCAPING
NEW DIABOB NINEBARK FOR LANDSCAPING
EXISTING ASPHALT
5
6
7
SIDEWALK ALONG HWY 33 TO BE
COORDINATED AND CONSTRUCTED PER
THE GROVE AT THOMSON FARMS PROJECT
TIE ONTO EXISTING 16" WATER MAIN
AND EXTEND WATER MAIN TO NORTH
BOUNDARY LINE OF PROJECT
WATER LINE WILL BE INSTALLED BY
CITY OF REXBURG
INSTALL PARKING BUMPERS PER
OWNERS SPECIFICATIONS (TYP.)
INSTALL PARKING BUMPERS PER
OWNERS SPECIFICATIONS (TYP.)
YE
L
L
O
W
S
T
O
N
E
U
S
H
I
G
H
W
A
Y
3
3
8'
'
W
8'
'
W
N0
°
0
8
'
0
8
"
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X
8''W 8''W 8''W 8''W
8''W
8''W
8''W
8''W
16
'
'
W
N89° 35' 22"E
420.47'
BORE UNDER
EXISTING ASPHALT
IN HIGHWAY
51
5
+
5
0
(8''SS(8''SS(8''SS(8''SS
(8''SS
(8''SS
(8''SS
(8''SS
(8''SS
(8''SS (8
'
'
S
S
8''
S
S
)
8''
S
S
)
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
16
'
'
W
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
(1
2
'
'
S
S
BLOCK 1
LOT 2
BLOCK 2
LOT 2
PLAYGROUND
GAZEBO/
PAVILLION
STORM POND 2 AND
SNOW STORAGE
RIP
RAP
BLDG C
F.F.=4874.78
BLDG D
F.F.=4874.71
X
X
X
X
BLDG A
F.F.=4873.30
BLDG B
F.F.4873.30
(8
'
'
S
S
(8
'
'
S
S
8'
'
W
8'
'
W
8'
'
W
8'
'
W
6''W
6''W
4''SS
8'
'
S
S
)
8'
'
S
S
)
2''W 2''W
4''SS
4''SS
6''W6''W
24
'
X
1
2
0
'
1
0
C
A
R
G
A
R
A
G
E
6'
'
W
2'
'
W
12''SD)
AD
S
S
T
O
R
M
T
E
C
H
CH
A
M
B
E
R
(
S
E
E
T
A
B
L
E
5
)
6''W
STORM POND/
LANDSCAPED
POND FOR
ADDITIONAL AREA
FOR BUILDING
DRAINAGE
EO
EO
EO
EO
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X
EO
EO
EO
EO
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EP
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
SNOW 4
STORAGE
5586 sqft
SNOW 5
STORAGE
1008 sqft
STO
R
A
G
E
6
843
s
q
f
t
STORAGE 7
351 sqft
9'
X
2
0
'
9'X
2
0
'
1
1
15' P.U.E.
(TYP.)
LIP
73.76
TBC/TFW
74.26
LIP
74.60TBC
75.10
LIP
72.96
TBC
73.31
TBC
73.52
LIP
73.17
HP LIP
73.60
HP/TBC
73.95
LIP
73.35
TBC
73.70
LIP
73.25
TBC
73.60
LIP
73.15
TBC
73.50 TBC
73.40
LIP
73.05TBC
73.08 LIP
72.58
TBC
73.20
LIP
72.78
TBC
73.13TBC
73.28
LIP
72.93
LIP
72.00
FL
71.90
LIP
72.00
LIP
72.66
TBC
73.16
TBC
73.68
LIP
73.18
LIP
73.31
LIP
73.76
FW/TBC
74.26
LIP
72.98
LIP
72.90
TBC
73.58
TBC
73.50
LIP
73.06
TBC
73.66
LIP
73.10
TBC
73.70
OIL
73.88
TBC
74.38
TBC
73.72
TBC
73.80
TBC
73.63 TBC
73.55 TBC
73.46
OIL
73.96
TBC
74.46TBC
74.30
LIP
73.30TBC
73.90
TBC
74.80
LIP
74.60
TBC
75.10
TBC
75.20
TBC
73.78
TBC
73.70 TBC
73.62 TBC
73.54
TBC
73.46
TBC
73.81
TBC
74.34
LIP/OIL
73.84
LIP/OIL
73.94
TBC
74.44
TBC
73.20
TBC
72.77
TBC/TFW
73.14
TBC/TFW
73.14TBC
72.74
TBC
72.74
TBC
72.04
TBC
71.92TBC
71.86TBC
71.52
TBC
71.20
TBC
71.54
TBC
71.80
TBC
71.75
TBC
71.68
TBC
71.14
TBC
70.90
TBC
72.45
TBC
72.80
TBC
72.40
LOT 2 STORM AREA
LOT 1 STORM AREA
4873
4872
4871
4873
4872
4872
4873
48
7
4
48
7
3
48
7
2
48
7
1
LIP
72.40
TBC
72.90
TBC
72.50
TBC
72.48
LIP
72.60
EG
F
7
4
.
6
0
LIP
73.70
LIP
74.60
LIP
74.20
TBW
74.36
TBW
74.36
TBC
72.50
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3
INSTALL STANDARD
CURB AND GUTTER
FROM ELLA LANE NORTH
ELLA LANE
INSTALL SIDEWALK TO 2ND STREET
PER CITY OF REXBURG.
W E
S
N
030'30'15'
SCALE: 1" = 30'
COMMERCIAL DRIVEWAY APPROACH WITH HANDICAP RAMPS AS PER CITY OF
REXBURG STANDARDS.
KEYNOTES:
1
TYPE 3
BARRICADE
8''W 8''W 8''W
X
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8''SS8''SS)8''SS)8''SS)
B
L
O
C
K
2
L
O
T
2
B
L
D
G
C
F
.
F
.
=
4
8
7
4
.
7
8
B
L
D
G
D
F
.
F
.
=
4
8
7
4
.
7
1
X
X X X X X X
X
8''W 8''W 8''W 8''W
6'
'
W
6'
'
W
6'
'
W
6'
'
W
4'
'
S
S
4'
'
S
S
4''SS
8''SS)8''SS)8''SS)
2
'
'
W
2
'
'
W
2
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
24'X120' 10
C
A
R
G
A
R
A
G
E
S
T
O
R
M
P
O
N
D
/
L
A
N
D
S
C
A
P
E
D
A
D
D
I
T
I
O
N
A
L
A
R
E
A
XX
SSMH #2
CONNECT TO
EXISTING 8"
WATERLINE
CONNECT TO EXISTING
8" SANITARY SEWER LINE
O
I
L
7
3
.
8
8
T
B
C
7
4
.
3
8
O
I
L
7
3
.
9
6
T
B
C
7
4
.
4
6
L
I
P
7
3
.
7
6
L
I
P
7
4
.
6
0
L
I
P
7
2
.
9
6
T
B
C
7
3
.
3
1
T
B
C
7
3
.
5
2
L
I
P
7
3
.
1
7
H
P
L
I
P
7
3
.
6
0
H
P
/
T
B
C
7
3
.
9
5
L
I
P
7
3
.
3
5
T
B
C
7
3
.
7
0
L
I
P
7
3
.
2
5
T
B
C
7
3
.
6
0
L
I
P
7
3
.
1
5
T
B
C
7
3
.
5
0
T
B
C
7
3
.
4
0
L
I
P
7
3
.
0
5
T
B
C
7
3
.
0
8
L
I
P
7
2
.
5
8
T
B
C
7
3
.
2
0
L
I
P
7
2
.
7
8
T
B
C
7
3
.
1
3
T
B
C
7
3
.
2
8
L
I
P
7
2
.
9
3
L
I
P
7
2
.
0
0
F
L
7
1
.
9
0
L
I
P
7
2
.
0
0
L
I
P
7
2
.
6
6
T
B
C
7
3
.
1
6
L
I
P
7
3
.
1
8
L
I
P
7
3
.
3
1
L
I
P
7
3
.
7
6
F
W
/
T
B
C
7
4
.
2
6
L
I
P
7
2
.
9
8
L
I
P
7
2
.
9
0
T
B
C
7
3
.
5
8
T
B
C
7
3
.
5
0
L
I
P
7
3
.
0
6
T
B
C
7
3
.
6
6
L
I
P
7
3
.
1
0
T
B
C
7
3
.
7
0
T
B
C
7
4
.
3
0
L
I
P
7
3
.
3
0
T
B
C
7
3
.
9
0
T
B
C
7
4
.
8
0
L
I
P
7
4
.
6
0
T
B
C
7
5
.
1
0
T
B
C
7
5
.
2
0
T
B
C
7
3
.
8
1
L
I
P
7
2
.
4
0
T
B
C
7
2
.
9
0
T
B
C
7
2
.
5
0
T
B
C
7
2
.
4
8
L
I
P
7
2
.
6
0
EGF 74.60
L
I
P
7
3
.
7
0
L
I
P
7
4
.
6
0
L
I
P
7
4
.
2
0
T
B
W
7
4
.
3
6
T
B
W
7
4
.
3
6
T
B
C
7
2
.
5
0
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
0+001+002+002+20
EXISTING 76-LF OF 8" PVC @ 0.40%
E INV IN=4861.87
S INV IN=4861.87
N INV IN=4861.87
W INV OUT=4861.77
EX SSMH
STA=0+20, 0.00'
RIM=4873.65
84-LF OF 8" PVC @ -0.45%
N INV IN=4862.55
SSMH #2
STA=1+80, 0.00'
RIM=4873.50
EXISTING 69-LF OF 8" WATERLINE68-LF OF 8" WATERLINE
28-LF OF 8" WATERLINE
CONNECT TO EXISTING 8"
SANITARY SEWER LINE
(FIELD VERIFY)
CONNECT TO EXISTING 8"
WATER LINE (FIELD VERIFY)
FINISHED
GRADE
EXISTING
GRADE
6'
MIN
BURY
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
4860
4862
4864
4866
4868
4870
4872
4874
4876
4878
4880
0+00 1+00 2+00 2+20
E INV IN=4861.87
S INV IN=4861.87
N INV IN=4861.87
W INV OUT=4861.77
EX SSMH
STA=0+20, 0.00'
RIM=4873.65
EXISTING 70-LF OF 8" PVC @ 0.40%
EXISTING 72-LF OF 8" WATERLINE 73-LF OF 8" WATERLINE
5-LF OF 8" WATERLINE
17-LF OF 8" WATERLINE
89-LF OF 8" PVC @ 0.40%S INV OUT=4862.51
SSMH #1
STA=1+79.53, 0.00'
RIM=4871.82
CONNECT TO EXISTING 8"
SANITARY SEWER LINE
(FIELD VERIFY)
CONNECT TO EXISTING 8"
WATER LINE (FIELD VERIFY)
W INV IN=4867.12
NE INV OUT=4867.02
CB #1
STA: 1+58.35
GRATE=4870.70
12" SW INV IN=4866.99
24" N INV OUT=4867.19
SDMH #1
STA: 1+67.58
RIM=4871.00
BOTTOM=4861.006'
MIN
BURY
FINISHED
GRADE
EXISTING
GRADE
ADS STORM
TECH INFILTRATION
SYSETM (SEE TABLE 5)
8''W 8''W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
8
'
'
W
8
'
'
W
8
'
'
W
8
'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8''W
(
8
'
'
S
S
(
8
'
'
S
S
(
8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8
'
'
S
S
(8''SS (8''SS8''SS)
B
L
O
C
K
1
L
O
T
2
I
N
S
T
#
2
6
9
9
5
0
,
2
6
9
9
7
4
,
2
6
9
9
7
5
,
2
7
9
9
6
6
,
3
1
8
8
7
1
B
L
D
G
A
F
.
F
.
=
4
8
7
3
.
3
0
B
L
D
G
B
F
.
F
.
4
8
7
3
.
3
0
(8''SS (8''SS (8''SS
8''W 8''W 8''W
4
'
'
S
S
4
'
'
S
S
6''W
2
'
'
W
2''W
2''W
2
'
'
W
1
2
'
'
S
D
)
6'
'
W
EG
EG
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
OHP
OHP
OH
P
OH
P
EO
EO
EO
22.5°
EG
EG
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHP
OHP
OHP
OHP
OHP
OHP
OH
P
OH
P
EO
EO
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SSMH #1
22.5°
T
B
C
T
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7
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7
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7
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1
4
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C
7
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7
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4
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5
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7
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T
B
C
7
2
.
4
0
E INV OUT=4867.21
CB #2
GRATE=4870.40
W INV IN=4867.12
CB #1
GRATE=4870.7037-LF OF 12" S.D. @ 0.22%
14-LF OF 12"
S.D. @ 0.22%
SW INV IN=4866.99
N INV OUT=4867.19
SDMH #1
STA=1+67.58, 24.85' L
RIM=4871.00
W
E
S
N
020'20'10'
SCALE: 1" = 20'
5
PP
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LOT 2 SERVICE CONNECTIONS LOT 1 SERVICE CONNECTIONS
FIRE HYDRANT ASSEMBLY. SEE DETAIL 4 SHEET D-1.
8"x6" TEE WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.
BEND (ANGLE PER PLAN) WITH THRUST BLOCK. SEE DETAIL 3 SHEET D-1.
6" FIRE SERVICE INTO BUILDING.
2" WATER SERVICE INTO BUILDING.
4" SANITARY SEWER SERVICE INTO BUILDING.
KEYNOTES:
1
2
1
2
1
2
3
3
4
5
6
4
5
6
6
4
5
6
4 5 4
6
EX SSMH
EX SSMH
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V
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S
1 2 3 4 5 6
AT
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ID
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(
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0
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2
6
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L
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A
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20
0
2
2
16
4
1
0
3/
3
0
/
2
3
4856
4858
4860
4862
4864
4866
4868
4870
4872
4874
4876
4856
4858
4860
4862
4864
4866
4868
4870
4872
4874
4876
9+80 10+00 11+00 12+00 13+00 14+00 15+00 15+50
PC
S
T
A
:
1
3
+
4
6
.
9
9
EL
:
4
8
7
4
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1
3
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0
0
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7
6
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:
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8
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1
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4
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5
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+
9
2
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4
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4
8
7
4
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8
0
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5
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4
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:
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2
8
-0.37%0.44%-0.42%0.41%-0.42%0.56%
2.0%
AL:36.7
7
'
2.0%
AL:35.
7
0
'
CENTERLINE OF EXISTING
HIGHWAY 33
PROPOSED TBC RIGHT SIDE
OF ROAD
170-LF OF 8" PVC @ 0.71%
396-LF OF 8" PVC @ 0.61%
E INV IN=4860.78
NE INV IN=4860.83
SW INV OUT=4860.73
EX-SSMH #1
STA=12+71.69, 38.10' L
RIM=4875.60
NE INV IN=4859.51
SW INV OUT=4859.41
EX-SSMH #2
STA=10+76.55, 73.75' L
RIM=4874.97
201-LF OF 8" PVC @ 0.61%
331-LF OF 16" WATERLINE
203-LF OF 16" WATERLINE
12" NW INV IN=4871.10
24" SW INV OUT=4869.70
SDMH #3
STA: 14+42.23
RIM=4874.70
BOTTOM=4866.7012" W INV IN=4870.90
24" S INV OUT=4869.50
SDMH #4
STA: 12+04.56
RIM=4874.50
BOTTOM=4866.50
12" W INV IN=4870.90
24" S INV OUT=4869.50
SDMH #5
STA: 10+64.68
RIM=4873.96
BOTTOM=4866.50
E INV OUT=4871.00
CB #5
STA: 10+64.68
GRATE=4874.00 E INV OUT=4871.00
CB #4
STA: 12+04.53
GRATE=4874.22
SE INV OUT=4871.20
CB #3
STA: 14+42.18
GRATE=4873.72
INFILTRATION SYSTEM 3 SEE
TABLE 6
INFILTRATION
SYSTEM 4
SEE TABLE 6
INFILTRATION
SYSTEM 5
SEE TABLE 6
YELLOW
S
T
O
N
E
U
S
H
I
G
H
W
A
Y
3
3
24'X120' 10 CAR GARAGE
S
T
O
R
M
P
O
N
D
/
L
A
N
D
S
C
A
P
E
D
P
O
N
D
F
O
R
A
D
D
I
T
I
O
N
A
L
A
R
E
A
F
O
R
B
U
I
L
D
I
N
G
EO EO
EO EO
X
X
X
X
(12''SS
(12''SS
(12''SS
(12''SS
(12''SS
(12''SS
(12''SS
(12''SS
OH
P
OH
P
EO EO EO EO EO
EO EO EO EO EO EO EO EO EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EO
EOEOEOEOEOEOEOEOEOEOEOEO
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
9+80 10+00 11+00 12+00
13+00
14+00
15+00
TBC: 4874.80 TBC: 4874.50 TBC: 4874.50 TBC: 4874.80
TBC: 4874.16
TBC: 4874.16
TBC: 4875.00
TBC: 4874.70
TBC: 4875.28
105'155'
W
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S N
020'20'10'
SCALE: 1" = 20'
6
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1 2 3 4 5 6
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20
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2
16
4
1
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3/
3
0
/
2
3
HIGHWAY 33
MINOR ARTERIAL STREET TYP. SECTION 9 (HIGHWAY 33)17
SEE SHEET T1
FOR DISTANCE
SEE SHEET T1
FOR DISTANCE
SEE SHEET T1
FOR DISTANCE
VARIES'
UTILITY OR
LANDSCAPING
5'
SIDEWALK
VARIES TO
PROPERTY LINE
4"
TYP
12"4" ASPHALT PLANTMIX PAVEMENT
6" - 3/4" AGGREGATE BASE
20" GRANULAR BORROW
GEOTEXTILE FABRIC BELOW AND UP SIDES
12"
TYP
GRANULAR
BORROW
SEAL COAT
2% SLOPE2% SLOPE 2% SLOPEYELLOWSTONE HIGHWAY (HIGHWAY 33 NOTES) SEE SHEETS T-1 AND T-2 FOR COMPLETE HIGHWAY WIDENING PLANS
1.DEVELOPER OF YELLOWSTONE HEIGHTS SHALL BE RESPONSIBLE FOR ALL HIGHWAY WIDENING AND PAVEMENT
MARKINGS AS SHOWN HEREIN IN ACCORDANCE WITH CURRENT ITD STANDARDS. THE ASPHALT WIDENING AND
PAVEMENT MARKINGS SHOWN HEREIN , WITH THE EXCEPTION OF THE NORTHBOUND RIGHT TURN LANE WAS
ORIGINALLY APPROVED BY ITD FOR THE KENNETH SQUARE PROJECT AND REFERENCED IN THE DEVELOPMENT
AGREEMENT INSTRUMENT NUMBER 411147 DATED 7/28/2017.
2.ALL WORK SHALL MEET THE CURRENT ITD STANDARDS INCLUDING ROADBASE THICKNESS, PAVEMENT THICKNESS AND
CLASS PAVEMENT.
12
'
12
'
12
'
12
'
12
'
12
'
EXISTING FOG LINE
11
.
5
'
11
'
N8
9
°
3
5
'
1
5
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E
290
.
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4''S
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)
( 4'
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YELLOW
START CONSTRUCTION/START TAPER
HIGHWAY WIDENING
512+39 (EXISTING 33' HWY WIDTH)
NOTES:
1. THIS PROJECT CONSISTS OF THE WIDENING OF THE EXISTING HIGHWAY FROM STATION 509+70 TO 521+20.
2. CONTRACTOR TO CUT EXISTING ASPHALT APPROXIMATELY 2 FEET FROM THE EDGE OF ASPHALT TO ENSURE THE SLOPE SHOE IS REMOVED. CUT SHALL BE STRAIGHT MEETING ITD STANDARDS.
3. LEFT AND RIGHT TURN ARROWS WILL BE THERMOPLASTIC MEETING ITD STANDARDS.
4. EXTEND DOUBLE YELLOW MARKINGS TO STATION 526+79
5. STATIONING, CURVE DATA AND BEARINGS ARE FROM ITD PROJECT NO. ST - 6767 (502).
6. PROFILE GRADES OF THE HIGHWAY ARE NOT BEING CHANGED, THIS PROJECT IS WIDENING THE EXISTING PROFILE ONLY.
7. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR THE WIDENING OF HIGHWAY 33 TO ENSURE MINIMUM OF 12 FOOT LANE WIDTHS AND MEET ITD SHOULDER WIDTHS.
8. CONTRACTOR TO SAW CUT EXISTING PAVEMENT LONGITUDINALLY TO ENSURE PROPER TRANSITION WITH EXISTING AND NEWLY PLACED ASPHALT.
9. CONTRACTOR TO MEET COMPACTION MEETING ITD SPECIFICATIONS.
10. ALL WORK TO BE IN ACCORDANCE WITH ITD, MUTCD, AND AASTHO STANDARDS.
11. EXISTING PAVEMENT MARKINGS WITHIN THE PROJECT SHALL BE COMPLETELY REMOVED MEETING ITD APPROVAL INCLUDING; BUT NOT LIMITED TO ARROWS, CENTERLINE AND FOG LINE MARKINGS.
12. EXISTING SIGNS AND POSTS SHALL BE REMOVED BY THE CONTRACTOR.
13. CONTRACTOR TO INSTALL NEW SIGNS AS SHOWN ON THE PLANS MEETING ITD AND MUTCD STANDARDS.
14. CONTRACTOR SHALL BE REQUIRED TO MEET WORK ZONE REQUIREMENTS AS SET FORTH PER MUTCD AND ITD REQUIREMENTS INCLUDING CHANNELIZATION DRUMS, CANDLES, AND SIGNAGE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIGNAGE AND PAINTED PAVEMENT MARKINGS UPON COMPLETION OF THE INTERSECTION AND WIDENING OF THE HIGHWAY. THIS SHALL CONSIST OF 8 INCH CHANNELIZATION LINES, 4 INCH SOLID AND
SKIP YELLOW, 4 INCH SOLID WHITE, TURN AND STRAIGHT ARROWS MEETING THE PLANS AND ITD STANDARD SPECIFICATIONS AND DRAWINGS.
15. CONTRACTOR/DEVELOPER TO CONTACT ITD (2 DAYS MINIMUM) PRIOR TO INSTALLING PAVEMENT MARKINGS ON YELLOWSTONE HIGHWAY.
SHIF
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MATCH INTO EXISTING CURB & GUTTER
TBC ELEV=4876.50
R-O-W
100'
R-O-W
4" WHITE
10
0
'
CURVE DATA FROM ITD STA - 6767 (502)
Δ=11°00'00"
R=1273.24
L=244.40'
T=122.60
12' L
A
N
E
12' L
A
N
E
PT=517+34.12
PC=514+89.71
PER ITD PROJECT No. ST - 6767 (502)
C BEARING N18°08'32"E
L
519+29 (42' HWY WIDTH)
BEGIN RT TURN SHIFTING
TAPER STATION
512+39
TAPER IS 270'
EXISTING HIGHWAY STREET SECTION
2.0% MIN. STRAIGHT GRADE
LC
R.O.W. 66'
ASPHALT - MATCH EXISTING OR 3" MIN.
4"- 3/4" AGGREGATE BASE
12" GRANULAR BORROW
2.0% MIN. STRAIGHT GRADE
SLOPE SHOE
32'- 34'
12'12'
VARIABLE C
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& FILL SL
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A
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12' L
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12' L
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E
DEVELOPER SHALL COORDINATE WITH UTILITY COMPANIES TO
RELOCATE AND/OR REMOVE EXISTING FACILITIES WITHIN THE PROJECT
LIMITS MEETING UTILITY DESIGN AND STANDARDS.
(PROPOSED POWER LOCATION WITHIN THE 15' EASEMENT. ROCKY
MOUNTAIN POWER TO DESIGN POLE LOCATIONS.
EXISTING PAVEMENT MARKINGS
RE-LOCATE SIGN
MATCH INTO EXISTING PAVEMENT MARKINGS
EXTEND 4" DOUBLE LINE TO EXISTING DOUBLE LINE
FINISHED TBC ELEV=4876.20
FINISHED TBC ELEV=4876.00
FINISHED TBC ELEV=4875.28
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END OF CONSTRUCTION 521+58 RT ADD SIGN END
ROAD WORK G-20-2633+90 SIGN 36"x18"
STATION 526+58 LT ADD SIGN
W21-5 SHOULDER WORK SIZE
36"x36"
STATION 502+39 RT ADD SIGN W21-5 SHOULDER WORK
SIZE 36"x36" 1000 FEET BEFORE START OF
CONSTRUCTION
STATION 507+39 RT ADD SIGN R-21 ROAD WORK SPEED SIGN
30"x36" 500 FEET BEFORE START OF CONSTRUCTION
STATION 525+58 LT
ADD SIGN R2-1 ROAD WORK SPEED SIGN 30"x36"
STATION 502+39 LT END ROAD
WORK G-20-2 SIGN 36"x18"
NOTE:
SIGNAGE TO MEET MUTCD WORK ON SHOULDERS (TA-3 FIGURE 6H-3) SIGNAGE TO HAVE ROADWORK AHEAD AND OPTIONAL SPEED SIGN.
E
N
D
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3
5
100' R-O-W
EXISTING EDGE OF OIL
EXISTING EDGE OF OIL
EXISTING EDGE OF OIL
PC=514+89.71
CURVE DATA FROM ITD STA - 6767 (502)
Δ=11°00'00"
R=1273.24
L=244.40'
T=122.60
REMOVE AND REPLACE SPEED LIMIT SIGN AFTER
CONSTRUCTION TO MEET ITD STANDARDS
END CONSTRUCTION/END TAPER
HIGHWAY WIDENING
TO MEET WITH EXISTING PAVEMENT MARKINGS
EXISTING PATHWAY
FINISHED TBC
ELEV=4875.28
FINISHED TBC ELEV=4876.00
MATCH INTO EXISTING CURB & GUTTER
TBC ELEV=4876.50
FINISHED TBC ELEV=4876.20
FINISHED TBC ELEV=4876.00
VALVE BOX
CONC. COLLAR
CUT LINE
WATER
#4 REBAR,
12" OVERLAP
SCORE CONTROL
JOINT 4 PLACES
THE WORD "WATER"
TO BE ENGRAVED
ON COVER
ASPHALT PAVEMENT
OR EXISTING ROAD
-3/4" BEDDING
5'
-
0
"
M
I
N
6"
M
I
N
6"
M
I
N
PLACE SAFETY FLANGE OR FLANGE
WITH BREAK AWAY BOLTS 2" MIN.
8" MAX. ABOVE GRADE
DO NOT COVER
DRAIN HOLES WITH
CONCRETE
(2"x8"x12") CONCRETE BLOCK
FLANGED JOINT
DI LINE TO CITY
THRUST BLOCK
THRUST BLOCK
TO FINISHED GRADE
VALVE
FINISHED GRADE
VALVE BOX SET
HYDRANT
TEE MJ JOINT
VALVE NUT EXTENSION TO
WITHIN 6" OF SURFACE
MAINLINE
1 CUBIC YARD OF
WASHED GRAVEL
SURROUNDING
DRAIN HOLES
2' SPOOL
CONCRETE
COLLAR
6"
M
I
N
2' MIN.
RED COLOR WITH STORZ ADAPTER
B/
3
MI
N
.
A
B
REDUCER
12"
14"5'-5"
4'-0"
6"
4"
8"
10"3'-4"
2'-8"
2'-0"
1'-7"
3'-10"
3'-10"
6'-6"
4'-8"
3'-3"
2'-6"
1'-11"
1'-2"
3'-2"
4'-0"
2'-5"
1'-9"
1'-6"
1'-11"
0'-10"
0'-6"
2'-5"
2'-3"
1.WRAP ALL FITTINGS WITH 8 MIL POLYETHYLENE ENCASEMENT TO
PREVENT CONCRETE FROM ADHERING TO THE FITTINGS.
2.THRUST BLOCKING CONCRETE TO BE MINIMUM 3000PSI MIX.
3.ALL THRUST BLOCKS ARE TO BE FORMED ON THE VERTICAL PLANES.
4.PLACE THRUST BLOCKS ON ALL WATERLINE BENDS AND TEES.
4'-11"
4'-8"
4'-9"
THRUST BLOCK NOTES:
3'-8"
3'-0"
3'-10"
2'-2"
1'-6"
3'-0"
2'-5"
1'-10"
1'-8"
3'-5"
2'-7"
3'-5"
3'-3"
2'-2"2'-9"
2'-1"
1'-7"
0'-10"
1'-9"
1'-9"
1'-7"
90° BEND
DIMENSION FOR THRUST BLOCKING
TEE
TEES & PLUGS
A B A
45° BEND & WYES
B A B A B
REDUCERS &
22° BENDFITTING
SIZES
BEND
4"
M
I
N
6"
M
I
N
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
4
D-2
PIPE BEDDING
NATIVE MATERIAL
COMPACTED AS PER
CITY REQUIREMENTS
AND ISPWC
TYPICAL STREET/OPEN FIELD
6"
1'-6"
8"
12
"
2"
1/
2
"
6"
SLOPE
1/4" TOOLED RADIUS
R=2"
R=3"
ZONE 4
REFER TO IDAPA 58.01.08 IDAHO RULES FOR
PUBLIC DRINKING WATER SYSTEM.
SITE SPECIFIC APPROVAL FROM DEQ MUST
BE SECURED BEFORE ZONE 2 OR 3
INSTALLATIONS ARE MADE.
SAME REQUIREMENTS AS ZONE 1 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
SANITARY SEWER
OR STORM DRAIN
SEWER LINE
ZONE 1
ZONE 2
ZONE 3
SAME REQUIREMENTS AS ZONE 2 EXCEPT THE
SEWER MAIN MUST ALSO BE SUPPORTED ABOVE
THE CROSSING TO PREVENT SETTLING.
A)ONE FULL, UNCUT LENGTH OF WATER PIPE
MUST BE CENTERED OVER THE CROSSING SO
THAT THE JOINTS ARE AS FAR AS POSSIBLE
FROM THE SEWER, AND EITHER;
B)SEWER MAIN MUST BE CONSTRUCTED TO
WATER MAIN STANDARDS AND PRESSURE
TESTED FOR WATER TIGHTNESS FOR A
HORIZONTAL DISTANCE OF 10 FEET ON BOTH
SIDES OF THE CROSSING, OR;
C)EITHER THE SEWER LINE OR THE WATER LINE
OR BOTH MUST BE ENCASED IN AT LEAST 4
INCHES OF CONCRETE MEASURED AT THE
BELL FOR A HORIZONTAL DISTANCE OF 10
FEET ON BOTH SIDES OF THE CROSSING.
A)WATER AND SEWER MUST BE
B)SEPARATED BY 18 INCHES, AND ONE FULL,
UNCUT LENGTH OF WATER PIPE MUST BE
CENTERED OVER THE CROSSING SO THAT THE
JOINTS ARE AS FAR AS POSSIBLE FROM THE
SEWER.
(WATER<18" ABOVE TOP OF SEWER)
WATER LINE
ZO
N
E
1
ZO
N
E
2
1'
-
6
"
1'
-
6
"
ZO
N
E
4
ZO
N
E
3
FORD S91-607 SADDLE OFFSET CORP.
STOPS 15°
12" MIN.
RADIUS
45°
M
I
N
60°
M
A
X
(PVC) FOR PE PIPE
USE SYSTEM THAT
DELIVERS AN EQUIVALENT
PE CORP STOP
FB 1100 SERIES
CORPORATION STOP DIRECT
TAP W/ CC THREADS SERVICE LINE
-3/4 BEDDING
6"
M
I
N
6"
M
I
N
MATCH EXISTING
LINE SIZE 4 FT. OR GREATER DEPTH,
PIPE DIA. < 24"7
11
A
A7
7
LEGEND
1 CONCRETE COLLAR IN PAVED STREET SECTIONS
PER SD-508.
2 GRADE RINGS GROUTED WATERTIGHT IN PLACE,
NOT TO EXCEED 21" FROM FINISHED SURFACE
TO TOP OF CONE.
3 PRECAST MONOLITHIC ECCENTRIC CONE
SECTION. (REBAR NOT SHOWN).
4 RAMNEK OR APPROVED GASKETS ALL JOINTS.
5 PROPERLY ALIGN ALL INTERIOR JOINTS.
6 PRECAST CONCRETE MANHOLE-BARREL SECTION
(REBAR NOT SHOWN).
7 PRECAST GASKETED HUB RING OR RUBBER
GASKETED COLLAR-FLEXIBLE AND WATER TIGHT.
8 REPLACEMENT SURFACING TO MATC FLUSH WITH
EXISTING SURFACING (AC SHOWN).
9 FRAME TO BE GROUTED TO GRADE RINGS.
10 FRAME AND COVER PER SD-507.
11 MANHOLE STEPS, SEE NOTE H.
12 CAST IN PLACE MANHOLE BASE. SEE SD-501A
FOR PREFABRICATED BASE.
45°
SHE
L
F
SHE
L
F
SHE
L
F
FL
O
W
PLAN
N.T.S.
45°
891012"
6"
(
M
I
N
)
1
2
3
4
5
6
7
12
11
12
"
(
M
A
X
)
36
"
(
M
A
X
)
24" (MIN)
24
"
(
M
I
N
)
6" (MIN)
4" (MIN)
12
"
48"
16
"
(
M
A
X
)
6
SHELF SLOPE
1" PER FOOT
D<
2
4
"
9" (MIN)
4" TYPE 1
BEDDING SECTION A-A
N.T.S.
NOTES:
A OPTIONAL PREFABRICATED MANHOLE BASE WITH
APPROVED PIPE CONNECTIONS MAY BE USED WITH
ENGINEERS APPROVAL, SEE SD-501A.
B PLACE VERTICAL WALL ON UPSTREAM SIDE OF
MANHOLE, ROTATED 45 DEGREES.
C FOR DIAMETER, D, GREATER THAN 24", SEE
SD-502 OR SD-503.
D MANHOLE FRAME AND COVER:
A.REFER TO DRAWING NO. SD-507.
B.FRAME AND COVER SHALL BE FLUSH WITH
SLOPE OF PAVEMENT.
E WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER
RING OR GASKET COLLAR WHERE THE PIPE IS IN
CONTACT WITH MANHOLE BASE AND/OR MANHOLE
CHANNEL, IN ORDER TO INSURE A WATERTIGHT
SEAL.
F EITHER BASE ON SD-501 OR SD-501A MAY BE
USED WITH ANY MANHOLE DESIGN.
G PROVIDE MANHOLE CONCRETE REINFORCING TO
ACCOMMODATE TRAFFIC LOADINGS.
H VERIFY WITH ENGINEER REGARDING LOCAL
PREFERENCE ON INSTALLATION OF MANHOLE STEPS
PRIOR TO ORDERING MATERIALS OR INSTALLATION.
2-45° BENDS
MIN. GRADE 1/4"/FT.(2%)
"E"
"D"
CAP OR PLUG AND INSTALL
SERVICE LINE MARKER
PER SD-512 (TYP.)
PL
ABSOLUTE MIN. GRADE 1/8"/FT.(1%)
4"-1/8 OR 1/16
BEND AS NEEDED
MIN. GRADE 1/4"/FT.(2%)
"C"
"B"
"A"
FINISH GRADE
(SEE NOTE 2)
TYPE C
TEE OR APPROVED
CONNECTION
USE 6" OF TYPE I BEDDING ALL AROUND
EACH SERVICE.
TYPE "E" ALLOWABLE FOR TRENCHES 15 FT.
DEEP OR GREATER WITH PRE-APPROVAL BY
THE ENGINEER.
TYPE "C" SERVICE WILL ONLY BE ALLOWED IF
SPECIFICALLY APPROVED BY THE ENGINEER.
ALL SERVICE LINES TO BE 4" INSIDE
DIAMETER UNLESS OTHERWISE
NOTED.
4.
3.
2.
1.
NOTES:
TYPE E
(SEE NOTE 3)
TYPE A & D
TEE OR APPROVED
CONNECTION
MIN. GRADE 1/4"/FT.(2%
)
LP
FINISH GRADE
45
°
M
A
X
.
1/8 LONG
RADIUS BEND
TYPE B
45
°
M
A
X
.
-
A
-B
3'
-
3
"
3
1
/
2
"
2"
3 1/2"
3'
-
0
"
M
I
N
.
30"
INSIDE DIA. BARREL
SECTION
3'-3"2'-0"2'-0"
23 1/2"
1
3
/
4
"
6"
6"
7
1
/
4
"
9'-6"
3'-3"
KNOCKOUTS TYPICAL (4)
SIDES 18" DIA. TO
RECEIVE UP TO 15"
DIA. PIPE
#4 REBAR BY
MANUFACTURER
GRATE
CURB LIP
TBC
C1
C1
C3 #4 REBAR BY
MANUFACTURER
90°
PIPE BEDDING FOR RIGID PIPE
GRANULAR FOUNDATION
90°
SHAPED SUBGRADE
GRANULAR FOUNDATIONSHAPED SUBGRADE
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
COMPACT 1" MAC.
BACKFILL IN 6" LAYERS
TO 95% OF ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL
TO 95% OF ASTM
D-69812"
MAX
6"
M
I
N
SHAPED UNDISTURBED SOIL.
EXCAVATE FOR BELL HOLES.
3"
6"
M
I
N
12" MAX
90°90°
COMPACT 1" MAC.
TO 95% OF ASTM D-698
COMPACT APPROVED
BEDDING MATERIAL
TO 95% OF ASTM
D-69812"
MAX
6"
M
I
N
SHAPED UNDISTURBED SOIL.
EXCAVATE FOR BELL HOLES.
3"
6"
M
I
N
12" MAX
3" R
7-
3
/
4
"
8"
2'- 6"
1-
3
/
4
"
6"
1/2"
1/4" TOOLED
RADIUS
1-
3
/
4
"
±5"
DRIVEWAY RAISED
1/4" ABOVE CURB.
CORNER TO HAVE
1/4" TOOLED RADIUS.
(3) #4 REBAR
EVENLY SPACED
2"
1/
4
"
1'
-
0
"
8"
1'-6"
1
3
/
4
"
6"
4
1
/
4
"
1/2"
6"
3 1
/
2
"
R=2"
R=3"
TOP OF CONCRETE
SIDEWALK TO BE 1/4"
ABOVE BACK OF CURB
1/4" TOOLED RADIUS
1
1 4"
4'- 0"
3"
2"
8"
1
1
/
4
"
NO. 4 REBAR 12" ON
CENTER BOTH WAYS
6" OF
3/4" CRUSH
CROSS DRAIN DETAIL
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3
6"
5' SIDEWALK
TYPICAL PARKING LOT SECTION13
SANITARY SEWER7
SERVICE LINES
6 STANDARD MANHOLE TYPE A
SD-501
10 CATCH BASIN - TYPE 2
4 VALVE & HYDRANT
5 WATER SERVICE LINE CONNECTION
TYPICAL WATER LINE PLACEMENT
2 STANDARD TRENCH DETAIL
3 THRUST BLOCKING DETAIL
11 LIP DOWN CURB & GUTTER DETAIL
CONCRETE COLLAR FOR VALVE BOX
PIPE BEDDING DETAILS
12 LIP UP CURB & GUTTER DETAIL
NOTE:
12" OF GRANULAR
BORROW
BENEATH CURB NOT
SHOWN FOR CLARITY.
VALLEY GUTTER SECTION9
2" ASPHALT
3" 3/4 CRUSHED
GRAVEL
9" PIT RUN GRAVEL
4" CONCRETE
4" 3/4 GRAVEL
2-1/2" OF PLANT
MIX PAVEMENT
4" OF 3/4" GRAVEL
ROADBASE
12" OF GRANULAR
BORROW/PITRUN
UNDISTURBED EARTH
1
8
THICKENED EDGE SIDEWALK14
15 COMMERCIAL DRIVEWAY CURB & GUTTER SECTION
30"
6"24"
0" TO 1"
BATTER
5"
6"
M
I
N
.
6"
4"
4"
6"
12
"
±
6"
R=1"
R=1"
1"
R=1/2"
R=1/2"
AGGREGATE BASE
NOTES
A GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER.
B BASE; 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL,
PLACE AS SPECIFIED UNDER SECTION-802 ISPWC; COMPACTED TO FXCFFD 95% STANDARD PROCTOR.
C 1/2-INCH PERFORMED EXPANSION JOINT MATERIAL ASHTO M 213) AT TERMINAL POINTS OF RADII.
D CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS AT 10-FEET MAXIMUM SPACING
(OR CONSISTENT WITH 2X SIDEWALK WIDTH FOR SCOPF SPACING).
E MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS.
F BACKFILL AS PER SECTION-706.
G SECURE RIGHT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RIGHT-OF-WAY.
H CURB AND GUTTER STANDARD TO BE USED ON ALL PUBLIC ROADWAYS UNLESS APPROVED BY ENGINEER.
24:1 SLOPE
STANDARD CURB AND GUTTER SECTION (HIGHWAY 33)16
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PLAN VIEW
N.T.S.
1'
6'
-
6
"
(
T
Y
P
.
)
24
"
MI
N
.
36"
TYP.
24" DIA. PERFORATED CORRUGATED EXTERIOR, SMOOTH
INTERIOR HDPE PIPE WITH PERFORATIONS 4" O.C. 1"
DIAMETER
CLEAN SAND AND
GRAVEL OVER EXCAVATE TO FREE
DRAINING MATERIAL
SEAL END CAP OR
CONCRETE (TYPE.)
SECTION A-A
N.T.S.
36
"
M
I
N
.
3.0'
TYP.10
'
VARIES
36
"
M
I
N
.
A
12" PIPE FROM CATCH BASIN
MIN. SLOPE 0.22%
SEE CATCH BASIN
DETAIL 2
5'
48" MANHOLE IN COMPLIANCE
WITH CITY OF REXBURG STANDARDS
*ALL DRAIN ROCK SHALL BE ENCASED IN SEPARATION FABRIC
PERFORATE BOTTOM 2' OF ALL INFILTRATION MANHOLES
(ENSURE 2' OF DRAIN ROCK IS INSTALLED AROUND PERIMETER
OF MANHOLE) INSTALL MIRAFI 160N NON WOVEN FABRIC (OR
EQUAL) SEPARATING DRAIN ROCK AND SOIL MEETING CITY OF REXBURG STANDARDS
COURSE DRAIN ROCK
BACKFILL 2" MIN. - 6" MAX. MEETING
CITY OF REXBURG STANDARDS
BACKFILL WITH
NATIVE TOPSOIL
COMPACT TO
95% OF
STANDARD
PROCTOR
*STORM INFILTRATION SYSTEM TO BE BELOW DRAINAGE SWALE
AND SIDEWALK. (MAINTAIN 1.0' MIN. FROM BACK OF CURB.
COURSE DRAIN ROCK
COURSE DRAIN ROCK
COURSE DRAIN ROCK
COURSE DRAIN ROCK
INFILTRATION SYSTEM NOTES:
1.CONTRACTOR TO OVER EXCAVATE TO FREE DRAINING ROCK PRIOR TO
INSTALLING DRAIN ROCK FOR INFILTRATION SYSTEM. CONTRACTOR
SHALL CONTACT EAGLE ROCK ENGINEERING INSPECTION DEPARTMENT
DURING EXCAVATIONS TO VERIFY.
TYP. INFILTRATION DETAILS17
ADS STORM TECH SYSTEM NOTES:
1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR
POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".^J
3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND
COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.^J
4.THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE
STORMTECH CHAMBERS FOR THIS PROJECT.^J
5.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING
CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE
OF EXPECTED SOIL MOISTURE CONDITIONS.^J
6.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED
EXCAVATION WALLS.
7.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST
PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE
DESIGN ENGINEER'S DISCRETION.
45"
(1140 mm)
24"
(600 mm) MIN*
8'
(2.4 m)
MAX
SUBGRADE SOILS
(SEE NOTE 5)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
END CAP
12" (300 mm) MIN
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
D
C
B
A
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR
VERTICAL)
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30" (750 mm).
6" (150 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) MIN77" (1950 mm)9"
(230 mm) MIN
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
PART #: MC3500IEPP24BC
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
MANHOLE
COVER PIPE CONNECTION TO END CAP WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
SC-740 CHAMBER
MC-3500 END CAP
SC-740 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY
RECOMMENDS FLEXSTORM
PURE INSERTS IN ANY
UPSTREAM STRUCTURES WITH
OPEN GRATES
ADS STORM INFILTRATION NOTES
1.THE ADS STORM INFILTRATION SYSTEM SHOWN IS SIZED USING
ADS STORM TECH SC-740 CHAMBER SYSTEM. THE CHAMBER
AREAS ARE SET FOR DESIGN FOR EACH AREA; HOWEVER THE
LENGTHS AND WIDTHS MAY VARY TO MEET SEPARATION FROM
OTHER UTILITIES OR CONSTRUCTION OBSTACLES.
2.CONTRACTOR TO SUPPLY AND SUBMIT FINAL ADS STORM TECH
DRAWINGS AND SPECIFICATIONS (OR EQUAL SYSTEM) TO
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
3. CONTRACTOR TO INSTALL THE ADS STORM TECH SC-740 SYSTEM
(OR EQUAL) WITH NYLOPLAST INLET AND OUTLET (OR PRECAST
CONCRETE) PER MANUFACTURERS DRAWINGS AND
SPECIFICATIONS.
STORM TECH SC-740 ADDS CHAMBER SYSTEM18