HomeMy WebLinkAboutSITE PLAN REVISIONS (1) 5.29.18 - 18-00220 - 297 E 7th N - Covey Cove - 4 PlexPROJECT NO. 18053
CIVIL SITEWORK FOR:
BEING PART OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST OF
THE BOISE MERIDIAN, MADISON COUNTY, 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
WATER NOTES:
SEWER NOTES:
1. ALL WORK TO BE IN ACCORDANCE WITH ROCKY MOUNTAIN POWER REQUIREMENTS.
2. DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH POWER COMPANY FOR INSTALLATION OF CONDUITS AND
POWER FOR THIS PROJECT
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)(800) 342-1585
EAGLE ROCK ENGINEERING
PROJECT ENGINEER PAUL SNARR (208) 542-2665
PROJECT MANAGER KURT ROLAND (208) 757-7625
COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS
C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN
C-2 OVERALL UTILITY/GRADING PLAN
SWPP STORM WATER POLLUTION AND PREVENTION PLAN
D-1 DETAIL SHEET
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
PROJECT CONTACTS
INDEX
AG
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YELLOWSTONE
HWY
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. PIPE BEDDING SHALL MEET TYPE 1 BEDDING PER THE 2017 ISPWC. 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: 297 E 7TH N, REXBURG IDAHO 83440
GENERAL NOTES:
1.ALL WATER MAIN PIPE IN CITY ROW IS TO BE CLASS 50 DUCTILE IRON PIPE MEETING CITY OF REXBURG & ISPWC STANDARD
SPECIFICATIONS.
2. MINIMUM COVER OVER WATER LINES SHALL BE A MINIMUM OF 6 FEET.
3.THRUST BLOCKS SHALL BE PLACED AT ALL DIRECTION CHANGES IN THE PRESSURE PIPE PER THE 2008 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. ALL FIRE HYDRANTS TO BE MUELLER WATEROUS, CLOW BRAND OR WB 67-250, PAINTED RED, INSTALLED WITH A KOCHECH MODEL SZ
MC 5054-3-4 STORZ FITTING AND CAP.
5. FIRE HYDRANTS SHALL HAVE TWO 2-1/2" DIAMETER HOSE NOZZLES, AND ONE 4-1/2" DIAMETER HOSE
NOZZLE.
6. OWNERS PROPERTY: WATER MAINS SHALL BE PVC C900 WITH LOCATING WIRE INSTALLED MEETING ISPWC & ANSI/AWWA STANDARDS.
POTABLE WATER SERVICE LINE PIPE IS TO BE ONE INCH AWWA C-901 CLASS 200 SDR 7 IPS PE (UNLESS SHOWN OTHERWISE).
CONSTRUCT WATER SERVICE CONNECTIONS PER ISPWC DETAIL SD-401 AND SD-402 INCLUDING METER BOX, PIPING AND FITTINGS UP
TO BUT NOT INCLUDING THE WATER METER.
7. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG.
8. 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 STANDARD DRAWINGS SD-407.
9. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNER'S SPRINKLER IRRIGATION PLAN.
10. CONSTRUCT WATERLINES TO 5' OUTSIDE PHASE LIMITS. PLACE TEMPORARY BLIND FLANGE AND THRUST RESTRAINT AT TEMPORARY
END. IF MECHANICAL THRUST RESTRAINTS ARE USED (SUCH AS EBAA IRON MEGALUGS) RESTRAIN 3 PIPE BELL JOINTS FROM THE
TEMPORARY END. MARK END CAP LOCATION WITH A POST.
11. USE HOT TAP CONNECTIONS PER CITY OF REXBURG STANDARDS.
12. TEST, FLUSH, AND DISINFECT CONSTRUCTED PIPE PER ISPWC SECTIONS 401.3.6 AND 401.3.9.
13. 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.
14. ALL WATER MAINS & SERVICES SHALL INCLUDE ALL LABOR, MATERIAL AND APPURTENANCES INCLUDING BUT NOT LIMITED TO TEES,
VALVES, VALVE BOXES, CROSSES, FIRE HYDRANTS, FLUSH HYDRANTS, THRUST BLOCKS AND ALL OTHER MATERIAL REQUIRED FOR A
COMPLETE PROJECT.
15. WATER METERS SHALL BE INSTALLED PER CITY OF REXBURG STANDARDS (BY OTHERS).
16.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 SANITARY SEWER MAIN LINE PIPING SHALL BE PVC SDR 35 MEETING ASTM D-3034 STANDARDS.
2. ALL STORM SEWER PIPING SHALL BE HDPE ADS N-12 WT IB TYPE S RIBBED PIPE OR HP SANITITE
WATERTIGHT PIPE MEETING ASTM F2764 AND F1417 STANDARDS OR EQUAL (APPROVAL OF ENGINEER
IS REQUIRED).
3. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE.
ALL SANITARY SEWER SERVICES SHALL EXTEND 15 FEET INTO THE PROPERTY AND BE MARKED WITH
A 2x4
4. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS.
5. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4.
6. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2017 STANDARD DRAWINGS SD-501.
7. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2017 STANDARD DRAWINGS SD-301 & SD-302.
8. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2017 STANDARD
DRAWINGS SD-511, SD-511A, SD-511B AND SD-512.
9. DO NOT ALLOW MORE THAN 12" OF GRADE RINGS ON MANHOLES BEING RAISED.
5-
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15.00'
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STOTT N O L A N G W E N
LIVING T R U S T
CITY OF R E X B U R G
CITY OF R E X B U R G
STOTT N O L A N G W E N
LIVING T R U S T
HIGHW A Y 1 0 1 I N V E S T M E N T S L L C
GROVER D E A N R F A M I L Y
BYPASS
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12" SD PROPOSED STORM DRAIN MAIN
SETBACK
W
SS
DESCRIPTION
PRESSURE LINE (WATER LINE)
SANITARY SEWER MAIN
LINETYPE
FENCE LINE
OVERHEAD POWER LINE
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
PROJECT BOUNDARY LINE
CENTERLINE
SECTION LINE
PROPOSED CONCRETE
EXISTING GROUNDCONTOUR4727
EXISTING WATER LINE
EXISTING SANITARY SEWER MAIN
EXISTING WATER METER
SW CORNER. SECTION 17
T.6N., R.40E., B.M.
DEMO FENCE
DEMO FENCE
S 1/4 COR. SECTION 17
T.6N., R.40E., B.M.
RETAIN AND PROTECT EXISTING FENCE
EXISTING DITCH
NEW TREES
2.11 ACRES
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71
2
1
6.00'
20.58'
20.0' SETBACK
6.0' SETBACK
16.86'
2%
TBC
4873.61 +/-
TBC
4872.87 +/-
TBC
4873.53 +/-
TBC
4872.68 +/-
TBC
4873.00 +/-
TBC/ TFW= 4872.80 +/-
EO= 4872.30 +/-
TBC/ TFW= 4873.00 +/-
EO= 4872.50 +/-
3
1
5
2.8
1.
5
3%
2%
1
5
1.5
1.5
1.
5
1 5
1.5
1.5%
1.5%
TBW
4873.11 +/-
TBW
4873.03 +/-
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
S
S
8
S
S
8
S
S
8'
W
8'
W
8'
W
8'
W
8'
W
8'
W
8'
W
8'
W
8'
W
8'
W
8'
W
8'
W
EO
4871.32
TFW= 4871.82
EO= 4871.32
TFW= 4871.38
EO= 4870.88
EO
4871.62
TFW=4871.82
EO=4871.32
TBW
4871.94
FF=4872.00FF=4872.00FF=4872.00FF=4872.00FF=4872.00
FF=4872.00
FF=4872.00
FF=4872.00
8''SS ( 8''SS ( 8''SS ( 8''SS
8''W 8''W 8''W4''SS )
4'
W
4''W 4''W
4''SS )
4''SS )
4''W 4''W
4''SS )
4''W 4''W
50.00'
RIM= 4871.00
W INV OUT= 4863.47
15.00'
t
STOTT N O L A N G W E N
LIVING T R U S T
CITY OF R E X B U R G
CITY OF R E X B U R G
STOTT N O L A N G W E N
LIVING T R U S T
HIGHW A Y 1 0 1 I N V E S T M E N T S L L C
GROVER D E A N R F A M L Y
BYPASS
UNIT 1
4 PLEX
RIM= 4873.00
E INV = 4860.58
W INV = 4860.58
N INV IN= 4861.42
25.00'
10.00'
4%
2662.30'
25'
FI
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10
5
K&
4''W
4''W
4''W
K&
K
83' K&
9'x20'
9'x20'
2.5' STANDARD CURB
AND GUTTER
1.5' LIP DOWN
CURB
20.00'
27.00'
9.00'
20.00'20.00'
20.00'
9.00'
9.00'
9.00'
27.00'
TBW
4871.50
t
UNIT 2
4 PLEX
UNIT 3
4 PLEX
UNIT 4
4 PLEX
UNIT 5
4 PLEX
UNIT 6
4 PLEX
UNIT 7
4 PLEX
UNIT 8
4 PLEX
22
2
1
54
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0
54
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0
60.57'54.00'54.00'54.00'54.00'25.93'
17
7
9
79
5
3
L1
L2
L3
L4
L5L6L7L8L9
14.00'
14.00'
14.00'
19.53'
14.00'14.00'14.00'25.92'
3.15'
24.25'
24.04'
20.00'
22' K&
@ 4.9%
STORM POND/SNOW
STORAGE AREA
6.0' SETBACK
6.0' SETBACK
INV=4866.26
INV=4866.26 BTM
66.00
6.
0
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A
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K
6.
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S
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A
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R30.00'
65.00'
20.00'
33%.33%.
33%
16'X8" TEE AND THRUST BLOCK CONTRACTOR
TO VERIFY LOCATION OF 16"WATER MAIN
3.75'
10.00'
20.00'
6.0' SETBACK
18''SS ( 18''SS ( 18''SS ( 18''SS
756.99'
1803.51'
52.50'
40.00'
40.00'
4 PLEX
BLDG
1600 SF
t
40
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ZONE = COMMUNITY BUSINESS CENTER WILL BE RE-ZONED TO MDR1
FRONT SETBACK= 10' MIN.
PROPOSED USE = 4 PLEX'S
LOT AREA = 2.11 ACRES
GREEN SPACE PROVIDED= 38848 SQ.FT. (0.44%)
IMPERVIOUS AREA= 20387.05 SQ.FT.
PARKING STALL REQUIRED= 64 STALLS
PARKING STALLS PROPOSED= 64 STALLS
HANDICAP PARKING STALLS PROPOSED= 3 STALLS
BUILDING HEIGHT = 20'
BUILDING AREA=12,800 SQ.FT.
PROPERTY LINE
DUMPSTER PAD AND ENCLOSURE SEE SHEET D-1
1
2
GRASS/LANDSCAPEAREA3
6' THICKENED EDGESIDEWALK4
INSTALL FIRE HYDRANT & VALVE MEETING CITY STANDARDS
5
INSTALL CATCH BASIN
6
ASPHALT
INSTALL 4" SANITARY SEWER SERVICE
7
8
INSTALL 1 1/2" WATER SERVICE (INCLUDES ALL APPURTENANCES
I.E. CURB STOP,VALVES, TEES, BENDS, ETC.)
10
CONCRETE PAD
INSTALL STANDARDSSMH9
1
3
4
4
7
7
7
72
9
9
9
10
10
12
12 8 10 10
10
8
8
8
8
8
6
6
11 INSTALL WATER VALVE AND VALVE BOX PER CITY STANDARDS
11
11
CONCRETE DRIVEWAY APPROACH PER CITY
OF REXBURG STANDARDS
12
13
SW CORNER SECTION 17
T.6N., R.40E., B.M.
S 1/4 COR. SECTION 17
T.6N., R.40E., B.M.
13
INSTALL 4" FIRE LINE AND ALL APPURTENANCES
14
A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 6 NORTH, RANGE 40 EAST
OF THE BOISE MERIDIAN, MADISON COUNTY, IDAHO MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT THAT IS 756.99 FEET ALONG THE SOUTH
SECTION LINE OF SECTION 17 FROM THE SOUTHWEST CORNER OF SAID
SECTION 17; AND RUNNING THENCE AND CONTINUING ALONG THE SOUTH
SECTION LINE OF SAID SECTION 101.80 FEET; THENCE
t 234.97 FEET; THENCE 121.77 FEET; THENCE
t 205.83 FEET ALONG A FENCE LINE; THENCE ^t 302.50
FEET ALONG A FENCE LINE; THENCE ^209.73 FEET ALONG A FENCE
LINE; THENCE 15.00 FEET; THENCE ^89.00 FEET;
THENCE 62.00 FEET; THENCE ^141.00 FEET TO THE
SOUTH LINE OF SAID SECTION 17 TO THE POINT OF BEGINNING, CONTAINING
2.11 ACRES.
LESS THE EXISTING 7th N ROAD RIGHT OF WAY CONTAINING 0.11 ACRES.
14 ADA RAMP
10
INSTALL 8" BEND AND
THRUST BLOCK
6
12
12
12
12 12 12
1 1
2" POTABLE WATER
CURB STOP
4" FIRE LINE
Line Table
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
Distance
9.84
21.00
21.00
21.00
20.00
20.00
20.00
20.00
20.00
Bearing
P.O.B.
RETAIN AND PROTECT
EXISTING FENCE
RETAIN AND PROTECT EXISTING FENCE
ADD TREES FOR ADDITIONAL SCREENING
3
3
3
3
12 12
21
19
14
15 INSTALL 8"X6" TEE AND THRUST BLOCK
15
15
11
FUTURE CURB ANDSIDEWALKFUTURECURBANDSIDEWALK
CITY OF REXBURG WILL CONSTRUCT CURB
AND SIDEWALK WITHIN CITY PROPERTY
MINOR ARTERIAL STREET SECTION - SEE SHEET No. 5
5-
2
5
1
8
15
SECTION LINE- BASIS OF BEARING
STORM CHAMBER
UNIT 1
4 PLEX
UNIT 2
4 PLEX
UNIT 3
4 PLEX
UNIT 4
4 PLEX
UNIT 5
4 PLEX
UNIT 6
4 PLEX
UNIT 7
4 PLEX
UNIT 8
4 PLEX
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CONSTRUCTION ITEMS:
1
2
3
4
5
6
DO NOT DISTURB SOIL OUTSIDE OF CONSTRUCTION LIMITS
SILT FENCE (SEE DETAIL 1) OR EARTHEN BERM (MIN 1.5' HIGH)
CONCRETE WASH OUT (SEE DETAIL 2)
STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 3)- CONTRACTOR TO MAINTIAN. OPTION
SHAKER RACK.
INLET PROTECTION (SEE DETAIL 4)
STOCK PILE AREA
PORTABLE OUTHOUSE
DUMPSTER
TEMPORARY MAILBOX (SEE DETAIL 5)
7
8
9
TYPICAL SILT FENCE
D-1
1.FENCE POSTS SHALL BE A MINIMUM OF 36" LONG DRIVE A MINIMUM OF 8" INTO THE GROUND. WOOD POSTS SHALL BE 1.5"
SQUARE (MIN) CUT OF 1.75" DIA ROUND AND SHALL BE SOUND QUALITY WOOD. STEEL POSTS SHALL BE STANDARD T OR U
SECTION WEIGHING NOT LESS THAN 1 LB/LF.
2.GEOTEXTILE SHALL BE FASTENED SECURELY TO EACH FENCE POST WITH WIRE TIRES OR STAPLES AT THE TOP AND MID-SECTION
AND SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS FOR GEOTEXTILE CLASS F:TENSILE STRENGTH 50 LBS/IN
TENSION MODULUS 20 LBS/IN
FLOW RATE .3 GAL/SF./MIN
FILTERING EFFICIENCY 75%
3.WHERE ENDS OF GEOTEXTILE COME TOGETHER THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT
BYPASS.
4.SILT FENCE SHALL BE INSPECTED AFTER EVER RAINFALL AND MAINTAINED WHEN BULGESE OCCUR OR WHEN SEDIMENT HAS
REACHED 50% OF THE HEIGHT.
JOINING TWO ADJACENT SILT FENCE SECTIONS
POSTS
TOP VIEW WRAP FABRIC AROUND
JOINTS TWICE
STAPLESTAPLE
PERSPECTIVE VIEW
36" MIN. LENGTH FENCE
POST DRIVEN A MIN. OF 16"
INTO GROUND
10' MAX. CENTER TO CENTER
16' MIN. HEIGHT OF
GEOTEXTILE CLASS F
FENCE POST SECTION MIN.
OF 20" ABOVE GROUND
FENCE POST DRIVEN A MIN.
OF 16" INTO THE GROUND
CROSS SECTION
FILTER CLOTH
36" MIN.
FENCE POST
LENGTH
8" MIN. DEPTH
IN GROUND
EMBED GEOTEXTILE CLASS F
A MIN OF 8" VERTICALLY
INTO THE GROUND
INLET AND BASIN PROTECTION
D-4
DIRTY
W
ATER
DIRTY W A T E R
GRATE
CLEAN
WATER
WOVEN GEO-TEXTILE
CATCH BASIN
1.REMOVE ALL TRASH, DEVRIS, DUFF, AND MATERIALS WHICH COULD INTERFERE
WITH THE INLET/BASIN PROTECTION FUNCTION PRIOR TO PLACEMENT AND
AFTERWARDS ON A DAILY BASIS AS NEEDED.
2.MINOR MODIFICATIONS TO THESE INSTALLATIONS MAY BE NECESSARY TO
ACCOMMODATE FIELD CONDITIONS,
3.DIRECT RUNOFF DISCHARGED THROUGH INLET/BASIN PROTECTION THROUGH A
FILTER BERM, SEDIMENT TRAPS, OR STABILIZED DISCHARGE AREA.
4.WHEN USING FILTER FABRIC ON INLET AND BASIN PROTECTION CONSULT THE
MATERIALS SECTION PRIOR TO INSTALLATION.
5.GRAVEL FILTER OR FRAME WIRE MESS INSTALLATIONS ARE INTENDED TO BE USED
ON ANY STRUCTURE SURROUNDED BY PAVEMENT WITH OUR WITHOUT CURBS.
NOTES:
GRAVEL BAGS
SOME INSTALLATIONS MAY BE BETTER SERVED BY PLACING THE
SWALE AND GRAVEL BERM ALL THE WAY AROUND THE STRUCTURE
TEMPORARY MAILBOX
D-5
FRONT VIEW SIDE VIEW
24" MIN.
4'
4 x 4 POST
POST "NPDES" PERMIT
COMPACTED BACK
FILL AROUND POST
24" MIN.
4'
13 1
2"
11 12"23 1
2"
2 3/4"
BOLTS
PRESSURE
TREATED 2 x 6
NOTES:
1.MAILBOX SHALL CONTAIN THE FOLLOWING AT ALL TIMES:
A)CITY APPROVED CONSTRUCTION PLANS
B)DEW APPROVED CONSTRUCTION PLANS
C)ANY SITE INSPECTION FORMS
2.MAILBOX SHALL BE LOCKED AT ALL TIMES.
BERM AROUND PERIMETER
12" WIDE MINIMUM
CONCRETE WASHOUT
D-2
10 mil PLASTIC LINING
2 FEET DEEPMINIMUM8' MIN.
LATH AND FLAGGING
ON 3 SIDES
8' MIN.
A A
NOTES:
1.ACTUAL LAYOUT DETERMINED IN THE FIELD
2.THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN
32 FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY
3.WASH OUT CONCRETE TRUCKS IN DESIGNATED AREAS ONLY
4.AVOID MIXING EXCESS CONCRETE
5.WASHOUT AREA CAN ALSO BE USED FOR SHEET ROCK MUD,
STUCCO, MASONRY, ETC.
6.COLLECT LIQUID WASTE IN A TEMPORARY LINED PIT AND
ALLOW IT TO DRY
7.THE PIT SHOULD BE LARGE ENOUGH TO CONTAIN ALL WASTE
FROM WASHOUT
8.LOCATE WASHOUT FACILITIES A MINIMUM OF 50 FEET FROM
STORM DRAIN OR RECEIVING WATERS
9.KEEP THE WASHOUT AREAS AWAY FROM ARES OF
CONSTRUCTION TRAFFIC
10.INSPECT DAILY WHEN IN USE
11.ALLOW WASTE TO DRY AND THEN DISPOSE OF AS SOLID WASTE
12.MAINTAIN WASHOUTS TO PROVIDE A MINIMUM 1 FOOT
FREE-BOARD FOR BELOW GRADE FACILITIES
13.CLEAN LEAN EXISTING FACILITIES OR CONSTRUCT ADDITIONAL
FACILITES WHEN THE WASHOUT IS 50% FULL
CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT)
CONCRETE
WASHOUT
BERM
SECTION A-A
NATURAL GROUND
LATH AND FLAGGING
ON 3 SIDES
BERM AROUND PERIMETER
12" WIDE MINIMUM
10 mil PLASTIC LINING
2' MIN.
STABILIZED CONSTRUCTION ENTRANCE
D-3
SEE BALLASTDETAILROADWAYUNDER
CONSTRUCTION
EXISTING PAVED
ROADWAY
SHOULDER TOSHOULDERWIDTH
100
M I
EXCEPT50MI
F
RPROJECT
SITE S
FLESST
A
1ACRE
GEO-TEXTILE FILTER FABRIC
BALLAST DETAIL
12" MIN. OF 1" STONE
12" MIN. COMPACTED
FRACTURED STONE
W E
S
N
2
11
PDM
9 8 7
3
6
4
5-
2
5
1
8
1
1
LID & COVER
1 GALVANIZED STAND PIPE 32 INCHES
WRAPPED WITH TAPE.
2 ALL SERVICE LINES SHALL BE BORED
UNDER EXISTING ASPHALT PAVING. NO
ASPHALT PAVING SHALL BE CUT FOR
SERVICE LINE INSTALLATION.
3 ALL SUPPLIES PROVIDED
BY CITY EXCEPT CORPORATION CURB STOP,
METER SUPPORT, SUPPLY LINES IN & OUT.
GENERAL NOTES:
LAWN LEVELMETER
TOUCH READ BUTTON
SERVICE LINE
METER SUPPORT
STRAP SERVICE LINE
TO METER SUPPORT
GALVANIZED PIPE,
CONNECT TO METER
ANGLE METER VALVE
W/APPROXIMATE FITTINGS
5''016'
20" X 48" POLY BARREL
20" RING AND COVER
W/ TOUCH READ HOLE
BALL TYPE CORPORATION AND CURB STOP
ADAPTER, POLY-BY-FEMALE METAL PIPE
RATED AT 300 PSI MINIMUM WORKING
PRESSURE
1 1/2" METER AND METER SETTING DETAIL
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8" CMU ENCLOSURE
CONCRETE PAD
DUMPSTER
h>K>>Z
4'-0" ABOVE GROUND SET IN
CONCRETE
2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
9" OF GRANULAR BORROW/PITRUN
3" OF 3/4" GRAVEL ROADBASE
2" ASPHALT
3" 3/4 CRUSHED GRABEL
9" PIT RUN GRAVEL
4" 3/4 GRAVEL
4" CONCRETE
18
0
5
3
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1/4" TOOLED RADIUS
TOP OF CONCRETE SIDEWALK TO
BE 1/4" ABOVE BACK OF CURB
3"
1/
4
1'
3
10"
2'-6"
1
3
4
8"
4
1
4
1/2"
8"
R=2"
R=3"
3
1
2
EH22 FT 63LED 525 MA 4K GCF R2 MVOLT
ANDB/EAE5-1 FINISH ANDB/ESPX-20-SF FINISH ANDB
COLIGHTING TO MEET CITY OF REXBURG STANDARD DRAWINGS - ELECTRICAL STREET LIGHT SHEETS 9 AND 10 DATED 12/5/2016.
COBRA NON-DECORATIVE STREET LIGHT POLE : HAPCO NO. RTA 30D884T1D.
LUMINAIRE LED SERIES : ATB0 20BLEDE10 MVOLT R3P7A0
ANTIQUE DECORATIVE STREET LIGHT POLE : EH 22FT-GCF-150MH-SR2-TB/EAES-1/EPSX-20-S5.
SINGLE POLE NON-BREAKAWAY CONNECTOR KIT FUSED IN-LINE. TO BE BUSSMAN MFG. HEB SERIES OR APPROVED EQUAL.
MULTIPLE POLE CAN BE FED FROM ONE FUSE TO SERVE NO MORE THAN 3 POLE LIGHTS. (15A MINIMUM).
WIRE SPLICE KIT, LIGHTING AND POWER J-BOX SPLICES SHALL BE MADE WITH BLACKBURN USL-11 AND USL-30, RAYCHEM CRSM-CT-53/13-200 AND
CRSM-CT-84/20-250, OR 3M 82-A SERIES CONNECTORS.
FUSE, 8 AMP, TO BE BUSSMAN MFG. CAT. NO. KTK-8, FERRAZ-SHAWMUT CATALOG NO. ATM-8 OR LITTLEFUSE KLK-8.
PHOT ELECTRIC CONTROL , QUICK RESPONSE, TWIST LOCKING TYPE (VERIFY VOLTAGE TO MATCH W/CIRCUIT) TO BE GENERAL ELECTRIC CAT. NO. PEC0TL,
FISHER-PIERCE CAT. NO. 7790ESS OR INTERMATIC CAT. NO. K4136M.
CONTRACTOR TO PROVIDE ALL ASSOCIATED FITTINGS, CONDUIT, SONOTUBE, CONCRETE, REBAR, EXCAVATING, ETC. NEEDED TO COMPLETE AND
DELIVER PROPERLY FUNCTIONING STREET LIGHTING SYSTEMS TO THE CITY OF REXBURG MEETING THE MANUFACTURERS SPECIFICATIONS.
JUNCTION BOX NORDIC NO. PHHZ-161912-MG, MUST BE POSITIONED IN LANDSCAPE AREA (NO HARD SURFACES).
CONDUIT D/E/DhD KZ E'd,^d,d y KE h/d ZKD hE d/KE Ky dK d KZ EK DKZ d,E
GROUND ROD IN FIRST POINT OF DISCONNECT (J-BOX LOCATED WITHIN 10' OF UTILITY POWER) ONE MINIMUM 8' IN LENGTH GROUND ROD TO BE
INSTALLED WITHIN J-BOX WITH A MINIMUM #6 AWG GROUNDING ELECTRODE CONDUCTOR AND APPROVED CLAMP.
WIRING AFTER POINT OF DISCONNECT SHALL BE #12 AWG COPPER THWN RATED OR LARGER. VOLTAGE DROP SHALL NOT EXCEED 5% ANYWHERE IN THE
CIRCUIT.
FOUNDATION SHALL MEET ITD STANDARD DRAWING #1-7-C OR AS DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF IDAHO. A
Z s D/E/DhD E E W Z KZ WWZKs z d,dz E'/E Z
LANDSCAPE/GRASS
2" OF PLANT MIX PAVEMENT
9" OF GRANULAR BORROW/PITRUN
3" OF 3/4" GRAVEL ROADBASE
GEOTEXTILE FABRIC BELOW AND UP SIDES
SLOPE = 2%
SIDEWALK
5'
2.5'
TYP.
2.0% MIN. STRAIGHT GRADE
TRAFFIC LANE
SEAL COAT
13'
LANDSCAPING
10'35'
100'
5'
SIDEWALK
4" ASPHALT PLANTMIX PAVEMENT
6 - 3/4" AGGREGATE BASE
20" GRANULAR BORROW
2.0% MIN. STRAIGHT GRADE
13'
TRAFFIC LANE
12" TYP
35'
LANDSCAPING
10'
GRANULAR BORROW
12" TYP
SEE STANDARD
PRIME COAT
CURB DETAIL
EASEMENT
10'
EASEMENT
10'
TRAFFIC LANE
15'
NO CURB SIDE PARKING
TRAFFIC LANE
15'
NO CURB SIDE PARKING
14'
LEFT TURN LANE
MA
Y
2
5
2
0
1
8
RE
V
I
S
I
O
N
S
P
E
R
C
I
T
Y
5
2
2
1
8
5-
2
5
1
8