HomeMy WebLinkAboutCIVIL SITE PLAN - 19-00287 - 163 W Main St Suite 101-103 - New Commercial Lease SpacesREXBURG IN-LINE
Rexburg, Idaho
PROJECT NO. 19046
CIVIL SITEWORK FOR:
BEING PART OF THE NORTHWEST 1/4 OF
SECTION 30, 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: 163 W MAIN ST. 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 2017 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 2017 STANDARD DRAWINGS SD-501.
6. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2017 STANDARD DRAWINGS SD-301 & SD-302.
7. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2017 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.ALL PRIMARY AND SECONDARY CONDUITS SHALL BE PROVIDED AND INSTALLED BY THE DEVELOPER/CONTRACTOR.
3.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.
4.THE DEVELOPER/ENGINEER SHALL PROVIDE ALL STAKING AND LAYOUT OF NEW ELECTRICAL FACILITIES INCLUDING POWER POLES.
5.THE CONTACTOR SHALL RETAIN AND PROTECT ALL EXISTING POWER POLES AND ELECTRICAL FACILITIES DURING CONSTRUCTION.
6.THE DEVELOPER AND ENGINEER SHALL COORDINATE ALL ELECTRICAL CONSTRUCTION WITH ROCKY MOUNTAIN POWER.
7.CLEARANCE BETWEEN OVERHEAD POWER AND NEW BUILDING STRUCTURES SHALL BE MAINTAINED MEETING THE CURRENT ROCKY
MOUNTAIN POWER SERVICE POLICY.
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
COVER VICINITY MAP/LOCATION MAP/NOTES/INDEX/ABBREVIATIONS/CONTACTS
C-1 EXISTING SITE CONDITIONS/DEMOLITION PLAN
C-2 OVERALL UTILITY SITE PLAN/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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1 C-
0
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GENERAL NOTES
PROJECT
LOCATION
JU
N
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1
4
,
2
0
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9
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C
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#
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VICINITY MAP
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2
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W. 4th SOUTH
S.
1
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W. 1st SOUTH
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MAIN STREET
2n
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W
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AC UNIT
52.45'
10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W
S
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4866
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4867
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( 12" SD PROPOSED STORM DRAIN MAIN
SETBACK
W
SS
62.80
TBC
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
0.75%
PROJECT BOUNDARY LINE
CENTERLINE
SECTION LINE
CONCRETE
EXISTING GROUND CONTOUR4727
EXISTING WATER LINE
EXISTING SANITARY SEWER MAIN
62.80
X-TBC
1
6
4
1
0
EXISTING WATER METER
6
-
1
4
-
1
9
10'20'020'
SCALE: 1" = 20.0'
REMOVE EXISTING SIDEWALK
DEMOLISH AND REMOVE BUILDING
EXISTING TELEPHONE BOX
& ELECTRIC METER TO BE
RELOCATED
EX
I
S
T
I
N
G
B
U
I
L
D
I
N
G
EXISTING SSMH
RIM=4866.96
E INV=4851.31
W INV=4851.21
EXISTING SSMH
RIM=4866.44
E INV=4850.34
W INV=4850.24
S INV=4850.24
EXISTING SERVICE POLE
TO BE RE-LOCATED
SOUTH 39'
EXISTING PIZZA HUT SIGN
X-SIGN
X-TANK LID
X-TANK LIDS
X-CONCRETE PAD
X-SIGN
X-CURB CUT ACCESS
RETAIN AND PROTECT
EXISTING POWER POLE
EXISTING CONCRETE
EXISTING CONCRETE
EXISTING DUMPSTERS TO
BE RELOCATED
EXISTING SHED
EXISTING CONCRETE WALL
GREAT SCOTT'S C-STORE
THE MEDICINE SHOP
EXISTING CURB & GUTTER
X-BOLLARDS
X-BOLLARD
~R
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DR
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T
H
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X-CLEAN OUT
X-AIR BOX
X-GAS MTR
EXISTING TELEPHONE BOX
& ELECTRIC METER
REMOVE EXISTING SHED
REMOVE EXISTING FENCE
EXISTING CONCRETE
X- POLE W/GUY WIRE
X-PARKING BUMPERS
X-CLEAN OUT
EXISTING PARKING
STALLS TO REMAIN
DEMOLITION AREA
DEMOLITION AREA
DEMOLITION AREA
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
S
S
S
S
MAIN STREET
2n
d
W
E
S
T
AC UNIT
2.1%
52.45'
7
9'x18'
10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W 10''W
27.00'
24.00'
5
9'x20'
14
F.F.=4867.20
66.72
TBC
66.66
TBC
67.06
TBC
67.06
TFW
EO
66.56
66.73
TBC
67.06
TBC
66.56
EO
65.87
BW
EO
2.4%
1.9%
2.4%
1.6%
1
.
5
%
1.8
%
1.5
%
66.70 ±
EO
S
S
S
S
S
S
S
S
S
S
2
'
'
W
66.56
EO
6
7
65.80
HP-VG
65.80
HP-VG
0.
8
%
0.
5
%
0.
5
%
12
'
'
S
D
)
(
1
2
'
'
S
D
64.97
X-EO
65.22
X-TBRC
65.27
X-TBRC
64.27
X-CONC
64.44
X-CONC GB
66.55
OIL
1.
5
%
65.80
HP-VG
66.70 ±
)
6.67'8.00'
4.75'
187.25'
26.66'22.99'
9'x16'
76.72'
51.72'
66.40
OIL
COMPACT CAR PARKING
DE
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1 2 3 4 5 6
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3 C-
2
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10'20'020'
SCALE: 1" = 20.0'
ZONE = CENTRAL BUSINESS DISTRICT
PROPOSED USE = RETAIL/DINING
LOT AREA = 0.447 ACRES
LANDSCAPE PROVIDED= 1654 SQ.FT. (8.5%)
IMPERVIOUS AREA= SEE TABLE
PARKING STALL REQUIREMENT=
PARKING STALLS PROPOSED= 32 STALLS
BUILDING HEIGHT = 10'
BUILDING AREA= 4775 SQ.FT.
NOTES:
1. DIRECT ALL STORM RUNOFF AWAY FROM BUILDING.
2. CONTACT ENGINEER FOR ADS INFILTRATION PLANS - 2 SETS.
3. AS PER ZONE CBD THERE ARE NO MINIMUM SETBACK REQUIREMENTS FOR
FRONT, SIDE AND REAR YARD.
SITE PLAN NOTES:
PROPERTY LINE
CONSTRUCTION ITEMS
DUMPSTER PAD WITH VINYL ENCLOSURE
1
2
GRASS/LANDSCAPE AREA3
6.5' THICKENED EDGE SIDEWALK4
INSTALL CURB STOP
5
INSTALL CATCH BASIN
6
ASPHALT
INSTALL 4" SANITARY SEWER SERVICE AND 4" GREASE LINE (SDR 35 PVC)
7
INSTALL TOUCH READ METER INSIDE BUILDING
8
INSTALL 2" WATER SERVICE (INCLUDES ALL APPURTENANCES
I.E. VALVES, TEES, BENDS, ETC.)
INSTALL 1.5' STANDARD CURB & GUTTER
4"Ø STEEL/CONCRETE FILLED BOLLARD
INSTALL STREET LIGHT
INSTALL 6" FIRE LINE (INCLUDES ALL APPURTENANCES
I.E. VALVES, TEES, BENDS, ETC.)
48 GREASE TRAP INTERCEPTOR (SEE DETAIL SHEET D-1) W/4" SDR 35 PVC. GREASE
TRAP TO BE OLD CASTLE PRECAST OR EQUAL
(OWNER TO PUMP OUT AS REQUIRED)
SAMPLING MH MEETING CITY OF REXBURG STANDARDS
FDC IF REQUIRED (CONTACT ARCHITECT)
10
11
INSTALL CLEAN OUT
INSTALL STANDARD SSMH9
12
13
14
15
16
17
18 PI
Z
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EX
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EXISTING SSMH
RIM=4866.96
E INV=4851.31
W INV=4851.21
EXISTING SSMH
RIM=4866.44
E INV=4850.34
W INV=4850.24
S INV=4850.24
RETAIN AND PROTECT
EXISTING POWER POLE
EXISTING CURB & GUTTER
6
10
816
17
4
7
7
12
12
2
5
NEW VALLEY GUTTER
11
EXISTING SERVICE POLE
TO BE RE-LOCATED
SOUTH 39'
GREAT SCOTT'S C-STORE
THE MEDICINE SHOP
1
INSTALL CB
GRATE=4865.60
12" INV OUT=62.60
INSTALL SDMH
RIM=4865.80
12" INV IN=62.28
24" INV OUT=61.18
INSTALL CB
GRATE=4865.60
12" INV OUT=62.60
INSTALL SDMH W/ SLOTTED GRATE
GRATE=4865.70
24" N INV=61.70
8" E INV=63.00
1' OF 24" SD PIPE @ 0.10%
TO CHAMBER SYSTEM
1' OF 24" SD PIPE
@ 0.10%
TO CHAMBER
SYSTEM
X-CB
GRATE=4864.21
X-CB
GRATE=4864.38
68' - 12" SD
68' - 12" SD
65.95 ±
MATCH EXISTING
TBC 66.37 ±
MATCH FL TO TBW
13
CONSTRUCTION LIMITS
AR
E
A
2
A
D
S
IN
F
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A
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M
10' OF 12" SD PIPE @ 0.25%
INSTALL CB
GRATE=4865.60
12" N & S INV=62.40
12" E INV=62.30
24" INV IN=61.17
24" INV IN=61.69
ROOF DRAIN PIPE
153' - 8" PVC
SCHEDULE 40 @ 0.60%
ROOF DRAIN
8" PVC SCHEDULE 40 - 90° BEND
INV=64.10
ROOF DRAIN
8" PVC SCHEDULE 40 -TEE
ROOF DRAIN
8" PVC SCHEDULE 40 -TEE
ROOF DRAIN PIPE
20' - 8" PVC SCHEDULE
40 @ 0.60%
ROOF DRAIN PIPE
5' - 8" PVC SCHEDULE
40 @ 0.60%
45° BEND W/
CLEAN OUT
45° BEND
5' SIDEWALK
ADA RAMP TO MEET
ADA STANDARDS
DUMPSTER COLLECTION
NEEDS TO BE COMPLETED ON
SOUTH SIDE
GRAVEL/LANDSCAPE AREA
GREEN SPACE/LANDSCAPE AREA
SNOW STORAGE AREA
AS NEEDED
MAIN STREET
2n
d
W
E
S
T
AC UNIT
52.45'
7
9'x18'
27.00'
24.00'
5
9'x20'
14
F.F.=4867.20
6
7
6.67'8.00'
4.75'
187.25'
26.66'22.99'
9'x16'
76.72'
51.72'
COMPACT CAR PARKING
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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 1.5' HIGH
CONCRETE WASH OUT (SEE DETAIL 2)
STABILIZED CONSTRUCTION ENTRANCE (SEE DETAIL 3) AND/OR SHAKER RACK TO MITIGATE ALL TRACKING OFF SITE
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
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 1
2"
11 1
2"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 WID
T
H
100
'
M
I
N
E
X
C
E
P
T
5
0
'
M
I
N
F
O
R
P
R
O
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E
C
T
SITE
S
O
F
L
E
S
S
T
H
A
N
1
A
C
R
E
GEO-TEXTILE FILTER FABRIC
BALLAST DETAIL
12" MIN. OF 1" STONE
12" MIN. COMPACTED
FRACTURED STONE
1
6
4
1
0
10'
SCALE: 1" = 20'
20'0 20'
2
P
D
M
9
8
7
3
6
4
PI
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GREAT SCOTT'S C-STORE
THE MEDICINE SHOP
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
4"
M
I
N
STANDARD TRENCH DETAIL ON PRIVATE PROPERTY
6"
M
I
N
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
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
SEE NOTE 1
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
PIPE BEDDING FOR RIGID PIPE
GRANULAR FOUNDATION
SHAPED SUBGRADE
SHAPED SUBGRADE
GRANULAR FOUNDATION
PIPE BEDDING DETAIL FOR FLEXIBLE PIPE
4 DETAIL 4
PIPE BEDDING DETAILS
GASKET ALL JOINTS
CONCRETE COLLAR
FINISHED GRADE
FRAME & COVER
5"
PRECAST MONOLITHIC
CONCENTRIC CONE SECTION
PRECAST CONCRETE MANHOLE-BARREL
SECTIONS AS REQ'D
PREFABRICATED BASE.
UNDISTURBED EARTH
5
-
4
A
P
P
R
O
V
E
D
BE
D
D
I
N
G
6" MIN2'
-
7
"
4'-0" DIA
9"
M
I
N
RUBBER BOOT
STORM MANHOLE SECTION
GASKET ALL JOINTS
CONCRETE COLLAR
FRAME & COVER
5"
PRECAST MONOLITHIC
CONCENTRIC CONE SECTION
PRECAST CONCRETE MANHOLE-BARREL
SECTIONS AS REQ'D
PREFABRICATED BASE.
UNDISTURBED EARTH
5A
-
4
A
P
P
R
O
V
E
D
BE
D
D
I
N
G
6" MIN2'
-
7
"
4'-0" DIA
9"
M
I
N
RUBBER BOOT
STORM MANHOLE SECTION
12"
12"
12"
24"
SLOTTED GRATE W/ VALLEY GUTTERSLOTTED GRATE
.
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DUMPSTER ENCLOSURE
PRIVACY FENCE (MASONRY OR VINYL
PROVIDED SLATS ARE INSTALLED) GATES
SHALL BE INSTALLED FOR CITY PICK-UP OF
GARBAGE.
CONCRETE PAD
DUMPSTER
6'
-
0
"
1'
-
0
"
1'-11"
1'-6"
SCHEDULE 40-4"Ø BOLLARDS
4'-0" ABOVE GROUND SET IN
CONCRETE
2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
9" OF GRANULAR BORROW/PITRUN
4" OF 3/4" GRAVEL ROADBASE
TYPICAL PARKING LOT/DRIVEWAY SECTION
6"
1'
6"
LIP DOWN CURB
AGGREGATE BASE
1'-0"
1'-6"
6"
4"6"
6"
2" ASPHALT
4" 3/4 CRUSHED GRABEL
9" PIT RUN GRAVEL
THICKENED EDGE SIDEWALK
VARIES
AS NOTED ON SITE PLAN
4" 3/4 GRAVEL
4" CONCRETE
19
0
4
6
JU
N
E
1
4
,
2
0
1
9
CI
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M
M
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#
1
6-
1
4
-
1
9
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G I DUOYEROFEB
LL
A
C G I DUOYEROFEB
LL
A
C
24" X 12" ADS N-12 CROWN MATCHING ECCENTRIC TEE
12" INVERT 12" ABOVE CHAMBER BASE
24" INVERT 11.94" ABOVE CHAMBER BASE
INSPECTION PORT
PROPOSED 30" NYLOPLAST
MAXIMUM INLET FLOW 5.7 CFS
(24" SUMP MIN)
ISOLATOR ROW
(SEE DETAIL)
12" X 12" ADS N-12 TOP MANIFOLD
INVERT 11.94" ABOVE CHAMBER BASE
(SEE NOTES)
246.45'
236.46'
23
.
2
5
'
25
.
2
5
'
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
SUBGRADE SOILS
(SEE NOTE 4)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
END CAP
6" (150 mm) MIN
D
C
B
A
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
12" (300 mm) MIN
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
12" (300 mm) MIN51" (1295 mm)6"
(150 mm) MIN
30"
(760 mm)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
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 #: SC740EPE24B
TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
CATCH BASIN
OR
MANHOLE
COVER ENTIRE ISOLATOR ROW WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
8' (2.4 m) MIN WIDE
SC-740 CHAMBER
SC-740 END CAP
SC-740 ISOLATOR ROW DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM PURE INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
SC-740 6" INSPECTION PORT DETAIL
NTS
SC-740 CHAMBER
FLEXSTORM CATCH IT
PART# 6212NYFX
WITH USE OF OPEN GRATE
12" (300 mm) NYLOPLAST INLINE
DRAIN BODY W/SOLID HINGED
COVER OR GRATE
PART# 2712AG6IP*
SOLID COVER: 1299CGC*
GRATE: 1299CGS
6" (150 mm) INSERTA TEE
PART# 6P26FBSTIP*
INSERTA TEE TO BE CENTERED
ON CORRUGATION CREST
6" (150 mm) SDR35 PIPE
18" (450 mm) MIN WIDTH
CONCRETE SLAB
8" (200 mm) MIN THICKNESS
PAVEMENT CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
CONCRETE COLLAR
* THE PART# 2712AG6IPKIT CAN BE
USED TO ORDER ALL NECESSARY
COMPONENTS FOR A SOLID LID
INSPECTION PORT INSTALLATION
CATCH BASIN
48 GREASE TRAP INTERCEPTOR 1250/GAL HS-20 TRAFFIC
NOTES:
1.THE GREASE TRAP WAS SIZED ASSUMING 35 OR GREATER DFU'S (DRAINAGE FIXTURE UNITS).
2.VAULT TO BE AN OLD CASTLE PRECAST 48 GREASE TRAP INTERCEPTOR 1250 GALLONS COMPLETE WITH VAULT, BAFFLES, LID, RING AND COVER AND ALL
OTHER RELATED ITEMS REQUIRED OR EQUAL.
3.VAULT DESIGN SHALL COMPLY WITH ASTM C-857 AND C-858 WITH LESS THAN 2' OF EARTHEN COVER AND MEETING AASHTO HS-20 TRAFFIC LOADING.
4.VAULT SHALL BE 1,250 GALLON CAPACITY AT A 5' WATER DEPTH.
5.CONTRACTOR TO GROUT BAFFLES IN PLACE MEETING MANUFACTURERS SPECIFICATIONS.
6.CONTRACTOR TO FILL ALL LIFT INSERT RECESSES WITH GROUT PRIOR TO BACKFILL MEETING MANUFACTURERS SPECIFICATIONS.
7.CONTRACTOR TO FILL THE SEPARATOR UNIT WITH CLEAN WATER BEFORE PUTTING INTO SERVICE AND INSPECT FOR LEAKS.
DETAIL A-AMANUFACTURED BY OLD CASTLE PRECAST OR EQUAL
16
4
1
0
6
-
1
4
-
1
9
1'-6"1'-11"
4' WIDE VALLEY GUTTER
INSTALL GATES
TH
I
C
K
E
N
E
D
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G
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I
D
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W
A
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D
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2
4
-
1
9