HomeMy WebLinkAboutPRELIMINARY SITE PLANS - 17-00097 - 415 W 6th S - Falls Pointe Apt - 42 UnitsPROJECT NO. 16169
CIVIL SITEWORK FOR:
BEING PART OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF
SECTION 30, TOWNSHIP 6 NORTH, RANGE 40 EAST OF
THE BOISE MERIDIAN, 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.
SITE ADDRESS: 415 W 6th SOUTH, 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 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.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).
1.. ALL STORM SEWER PIPING IS TO BE ADS N 12 HDPE S65 RIBBED PIPE.
2. ALL SEWER SERVICES ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE.
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 2008 STANDARD DRAWINGS SD-501.
6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD-301 & SD-302.
7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD-511,
SD-511A, AND SD-512.
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 McKAY ANDERSEN (208) 757-7625
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 SITE 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
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X-SSMH
RIM:4861.82
INV:4854.72
X-SSMH
RIM:4861.23
INV:4854.28
X-SDMH
RIM:4862.22
INV:4850.82
X-SSMH
RIM:4861.80
INV:4858.45
X-SDMH
RIM:4861.84
INV:4854.54
EX
I
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W A G O N W H E E L A P T S
E X
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X-COMM BOX
1
6
'
'
W
1
6
'
'
W
16''W 16''W 16''W
SD
SD
X-SSMH
RIM:4861.31
INV:4855.56
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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
CONCRETE
EXISTING GROUND CONTOUR4727
EXISTING WATER LINE
EXISTING SANITARY SEWER MAIN
EXISTING WATER METER
REMOVE
EXISTING
FENCE
REMOVE
EXISITING BLDG
REMOVE
EXISITING
BLDG
REMOVE
EXISTING
FENCE
REMOVE EXISTING
GRAVEL DRIVEWAY
REMOVE
EXISTING
SIDEWALK
REMOVE
EXISTING
CONCRETE
REMOVE
EXISTING
SATELLITE DISH
RETAIN AND PROTECT
EXISTING POWER POLE
RETAIN AND
PROTECT EXISTING
ELECTRICAL
RETAIN AND
PROTECT EXISTING
IRRIGATION PUMP
RETAIN AND
PROTECT EXISTING
ELECTRICAL
REMOVE EXISTING
POWER POLE
EXISTING MH
RIM=4860.76
EXISTING
CATCH BASIN
EXISTING
SIDEWALK
EXISTING 16"
WATER LINE
EXISTING
IRRIGATION
RETAIN AND PROTECT
EXISTING POWER POLE
RETAIN AND
PROTECT EXISTING
FENCE ALONG
PROPERTY
BOUNDARY
TEST HOLE #5
DOWN 11.95'
TEST HOLE #4
DOWN 11.20'
TEST HOLE #3
DOWN 11.70'
TEST HOLE #2
DOWN 11.80'TEST HOLE #1
DOWN 10.60'
ABANDON
EXISTING
WATER
METER
9.00'
9.00'
6'
S
I
D
E
W
A
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SIDEWALK
24.00'
10.00'
10.00'
63.00'
89.08'
COVERED
PORCH
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27
LANDSCAPE
W 6TH SOUTH
20.00'
26.00'
9'x20'9'x16'
9'x16'
S
4
T
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W
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S
T
S
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B
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X-SSMH
RIM:4861.82
INV:4854.72
X-SSMH
RIM:4861.23
INV:4854.28
X-SDMH
RIM:4862.22
INV:4850.82
X-SSMH
RIM:4861.80
INV:4858.45
X-SDMH
RIM:4861.84
INV:4854.54
EX
I
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W A G O N W H E E L A P T S
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INSTALL 5' SIDEWALK
X-COMM BOX
1
6
'
'
W
1
6
'
'
W
16''W 16''W 16''W
SD
SD
24.00'
20.00'
60.00'
60.00'
FIRE LANE TURN AROUND
INSTALL FIRE HYDRANT
10.50'
X-SSMH
RIM:4861.31
INV:4855.56
26.00'
8.50'DUMPSTERS w/ENCLOSURE
SEE D-1
9'x16'
3.00'
23.11'
STAIRS
STAIRS
COVERED
PORCH
3
9'x16'
15.00' CANAL EASEMENT
14.00'
OP
E
N
S
P
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OP
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48
5
8
.
7
48
5
8
.
2
48
5
9
.
7
48
5
8
.
7
48
5
8
.
2
TBC
60.21
59.86
OIL0.40%TBC
60.4560.10
OIL
TBC
60.59
60.24
OIL
0.40%
TBC
OIL 60.68
60.33
TBC
60.80 60.45
TBC OIL
OIL
61.19
60.84
61.25
TBC
OIL
60.90
3' HIGH WALL
TBC
62.00
OIL
61.65
3.
0
%
TBC
62.60
OIL
62.10
62.10
62.60
OIL
TBC
62.05
TBC
61.89
TBC
62.40
TBC
62.00
TBCOIL
61.90
3.
2
%
3.
0
%
2.
5
%
0.
8
0
%
60.65
GB:TBC
GB:OIL
60.30
0.
4
0
%
0.
4
0
%
OIL
61.50
62.30
TFW
OIL
61.80
62.40
TBW
0.20%
62.80
62.70
62.80
62.80
62.80
62.70
FF
=
6
2
.
8
0
62.21
TBW
62.60
TBW
62.60
TBW
62.74
TBW
62.64
TBC/TFW
62.48
TFW
OIL
61.98
OIL
61.58
OIL
61.58
OIL
61.98
62.48
TFW
2.0%
2.0%
0.20%
0.20%
0.20%
61.52
OIL
61.17
0.40%
61.12
HP/TBC
OIL
60.77
0.
4
0
%
0.
4
0
%
60.84
60.49
OIL
61.72
TBC
62.20
TBC
62.30
61.95
61.85
61.37
TBC
OIL
OIL
OIL
OIL
62.14
TBC TBC
TBC 62.42
62.92
TBC
62.32
ϲϮ͘ϭϴц
TFW
TFW
TBC TBC
0.
2
0
%
0.
4
0
%
0.
2
0
%
ϲϭ͘ϵϳц
TBC
TFW
62.20
TFW
62.11
INSTALL CURB CUT
7.00'
48
5
9
.
7
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6
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'
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(
6
'
'
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6
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(
6
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S
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INSTALL CURB CUT
94.58'
CANTILEVER
SETBACK
ABOVE
10.07'
11.07'
OPEN SPACE
OP
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OPENSPACE
SS
69.00'
W W W W W W W W W
INSTALL WATER
METER IN VAULT
INSTALL 6"
WATER SERVICE
AND GATE VALVE
1.12'
6.00'
DE
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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
CONCRETE
EXISTING GROUND CONTOUR4727
EXISTING WATER LINE
EXISTING SANITARY SEWER MAIN
EXISTING WATER METER
NOTES:
CURRENT ZONE = HDR2
MIN. FRONT BUILDING SET BACK = 20.00' FROM ROW
PROPOSED USE = APARTMENTS
LOT AREA = 1.00 ACRE
1.5 PARKING PER UNIT
EhD ZK&hE/d^сϰϮ
63 PARKING STALLS REQUIRED
63 PARKING STALLS PROVIDED
21 STANDARD STALLS (33%)
42 COMPACT STALLS (67%)
NON-PERMEABLE SURFACE = .51 ACRES
GREEN SPACE REQUIRED = 10%
GREEN SPACE PROVIDED = 25% (0.25 ACRES)
SNOW STORAGE PROVIDED = 10%
BUILDING HEIGHT:
TOP OF EXTERIOR WALL: 30'-0"
HIGHEST POINT OF PEAK: 39'-8"
TOTAL SQUARE FEET OF BUILDING:
> s >ϭсϭϬ͕ϭϱϬ^&
> s >ϮсϭϬ͕ϭϵϴ^&
> s >ϯсϭϬ͕ϭϵϴ^&
CONCRETE DRIVEWAY
APPROACH (PER CITY OF
REXBURG STANDARDS)
INSTALL 1.5' CURB
AND GUTTER
INSTALL 1.5' CURB
AND GUTTER
THICKENED EDGE
SIDEWALK
INSTALL 1.5' CURB
AND GUTTER
INSTALL 6"
SANITARY SEWER
SERVICE
ADA
RAMP
BRICK TO MATCH
BUILDING
SCREEN WALL - TOP
TO BE 48" ABOVE
GRADE - VERIFY
HEIGHT W/OWNER
21
1
11
27
W 6TH SOUTH
9'x20'9'x16'
9'x16'
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X-SSMH
RIM:4861.82
INV:4854.72
X-SSMH
RIM:4861.23
INV:4854.28
X-SDMH
RIM:4862.22
INV:4850.82
X-SSMH
RIM:4861.80
INV:4858.45
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X-COMM BOX
SD
FIRE LANE TURN AROUND
X-SSMH
RIM:4861.31
INV:4855.56
9'x16'
3
9'x16'
SS
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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)
CONCRETE WASH OUT (SEE DETAIL 2)
STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 3)
INLET PROTECTION (SEE DETAIL 4)
STOCK PILE AREA
PORTABLE OUTHOUSE
CONSTRUCTION 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
DI
R
T
Y
W
A
T
E
R
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 12"
11 12"23 12"
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 DEEP MINIMUM8' 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 BALLAST DETAILROADWAY UNDER
CONSTRUCTION
EXISTING PAVED
ROADWAY
SHOULDER TO
SHOULDER WIDTH
100
'
M
I
N
E
X
C
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P
T
5
0
'
M
I
N
F
O
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P
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SITE
S
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E
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A
N
1
A
C
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E
GEO-TEXTILE FILTER FABRIC
BALLAST DETAIL
12" MIN. OF 1" STONE
12" MIN. COMPACTED
FRACTURED STONE
1
1
1
1
2
2
3
4
P D M
7 8 9
4"
M
I
N
STANDARD TRENCH DETAIL ON PRIVATE PROPERTY
6"
M
I
N
1
TYPICAL STREET/OPEN FIELD
6'
-
0
"
M
I
N
.
B
U
R
Y
(
T
Y
P
.
)
NATIVE MATERIAL COMPACTED
AS PER CITY REQUIREMENTS
AND ISPWC
PIPE BEDDING
%(1'6
MIN. GRADE 1/4"/FT.(2%)
3
- SERVICE LINES DETAIL
6" SANITARY SEWER
"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 GRA
D
E
0
$
;
1/8 LONG
RADIUS BEND
TYPE B
0
$
;
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 LEVEL METER
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
DE
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8" CMU ENCLOSURE
CONCRETE PAD
DUMPSTER
7'
-
0
"
6'
-
0
"
1'
-
0
"
1'-11"
1'-6"
^, h> ϰϬͲϰΗTK>>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
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"6"
6"
1'
6"
AGGREGATE BASE
1'-0"
1'-6"
6"
4"
6"
6"
2" ASPHALT
3" 3/4 CRUSHED GRABEL
9" PIT RUN GRAVEL
6' SIDEWALK
4" 3/4 GRAVEL
4" CONCRETE