Bennett Village Apartments - NCDEQ SW plan rev 4-11-19

PROJECT DATA
PARCEL ID • • • • • • • • • • • • • • R07600-002-068-000
R07600-002-015-000
DEED BOOK/PAGE ..................
• • • • 3430/30
ZONING .......................................
0&I
CAMA LUC.................. • • • URBAN MIXED USE
PROPERTY AREA ..................
• • • • 1 1 .35 AC
494,383 SF
TOTAL BUA • • • .........................
• 5.20 AC
226,635 SF
OF PROPERTY ...................
• • • • • 45.9 %
BUILDING ........................•••• 30,565 SF
WALKWAYS ........................ • • • • 5,560 SF
PARKING/DRIVE AISLES ...... • •
• • • 55,510 SF
RESERVE ...... • ................ • • •
• • 135,000 SF
DISTUBANCE LIMITS ............••••••
5.7 AC
REC I EV I NG STREAM ............. •
• • MOTT CREEK
CLASSIFICATION ........................
• • C; Sw
STREAM INDEX ............................
18-82
PROPOSED USE .................. • • • APARTMENTS
TOTAL NUMBER OF UNITS ...................
• • 72
1 BEDROOM .....................................
12
2 BEDROOM .....................................
36
3 BEDROOM .....................................
24
'IllyllEDImX&9[�1REM :1Z1010ONmi
MINIMUM
LOT AREA ..................
15,000
SF
MAXIMUM
BLDG HEIGHT ...................
40
FT
MINIMUM
FRONT YARD ..................••
25
FT
MINIMUM
SIDE YARD ......................25
FT
SIDE YARD FACTOR ..................
• • • • 2.75
MINIMUM
REAR YARD ......................
30
FT
REAR YARD FACTOR ..................•••••• 3.73
PARKING CALCULATIONS
PER
SECTION
81-1
FOR APARTMENTS:
1.5
SPACES
PER
1 BEDROOM
UNIT X
12 UNITS
= 18 SPACES
2.0
SPACES
PER
2 BEDROOM
UNIT X
36 UNITS
= 72 SPACES
2.0
SPACES
PER
3 BEDROOM
UNIT X
24 UNITS
= 48 SPACES
138
SPACES
REQUIRED
(141
PROVIDED,
INCLUDING
17 VAN
ACCESSIBLE
SPACES)
NOTES:
1. BOUNDARY BY OTHERS.
2. THE SUBJECT PROPERTY IS NOT LOCATED IN
THE 100 YEAR FLOOD ZONE.
3. 404 WETLANDS ARE FOUND ON THE SUBJECT
PROPERTY, AS DELINEATED BY OTHERS.
4. WATER AND SEWER SERVICE PROVIDED BY CFPUA.
5. SOLID WASTE REMOVAL BY PRIVATE CONTRACTOR.
6. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE
DIRECTED TO THE COLLECTION/TREATMENT SYSTEM.
SHEET INDEX
COVER
LANDSCAPING .................................... 2
STORMWATER.....................................3
EROSION CONTROL ..............................
• 4
UTILTY PROFILES ..........................
5, 6
DRIVEWAY.....................................7,
8
DRIVEWAY DETAILS ........................•••••
9
SW & EC DETAILS .........................10-12
UTILITY DETAILS .........................13-15
LEGEND
PROJECT BOUNDARY
EX WATER MAIN
PROP WATER MAIN
STORMDRA I N----------
WETLAND LINE - - - - -
EX CONTOURS -
S WAL E « «««««««««
SILT FENCE X
DISTURBED AREA - - - - -
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CONTROL MAG NAIL
40 O 40 80
NAD 83/2011
N = 143,207.090 ( sft )
E = 2,335,886.555 ( sft )
ELEV. = 24.63 (NAVD-88 )
GRAPH IC SCALE: 1" = 40'
CONTROL MAG NAIL
\NAD 83/2011
N = 142,822.079 ( sft )
E = 2,336,638.998 ( sft )
ELEV. = 25.80 ( NAVD-88 )
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EROSION 8 SEDIMENT CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK
AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTIONS ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2" OF #4 STONE TO
MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT
INLET PROTECTION, ROCK PIPE INLET PROTECTION, AND GUTTERBUDDY
INLET PROTECTOIN WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN
HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
WILL BE REMOVED FROM THE ROCK AND HARWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
DAMS, DANDY SACKS/SOCKS, AND GUTTERBUDDIES ONCE A WEEK AND
AFTER EVERY RAIN EVENT. NOTE THAT THE GUTTERBUDDY IS REUSABLE
SHOULD BE STORED OUT OF DIRECT SUNLIGHT BETWEEN JOBS.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATEEY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE RESTABLIZED
WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.
STAKE SPACING WILL BE 6 FEET (MAX) WITH THE USE OF EXTRA
STRENGHT FABRIC WITHOUT WIRE BACKING. sTAKE SPACING WILL BE
8 FEET (MAX) WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING
ARE USED. IF ROCK FILTERS ARE USED AT LOW POINTS IN THE
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED,
OR IS DAMGED.
6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND BASINS
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE,
OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST
BAFFLE. IN SKIMMER BASINS, FLOATING SKIMMERS WILL BE INSPECTED
WEEKLY AND WILL BE KEPT CLEAN.
7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL
SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
8. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED
FOR PROBLEMS OR TURBID DISCHARGES DAILY.
NOTE:
WETLANDS IN DISTURBED PORTIONS OF SITE SHALL BE
PERMITTED BY USACE AND NCDEQ AS REQUIRED.
CONSTRUCTION SEQUENCE
1. INSTALL INLET PROTECTION, SILT FENCE,
AND STONE CONSTRUCTION ENTRANCES.
2. CLEAR 8 GRADE
3. INSTALL UNDERGROUND UTILITIES
4. INSTALL PAVEMENT
5. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS.
6. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION.
STORM
GRATE
CURB -
OPENING
REINFORCED -
CORNERS
MANAGEABLE
2 FOOT
CONTAINMEN9
AREA
- LIFT
STRAPS
CURB
FILTER
OPTIONAL
OUTFLOW
PORTS
DUMPING
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DETAIL OF DANDY CURB SACK
INLET SEDIMENT CONTROL DEVICE
WITH CURB FILTER
15�
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EXISTING ROAD
20'
COASTAL PLAIN SITE STABILIZATION SCHEDULE
1. Fertilize and lime per recommendations of soil
tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
2. Incorporate lime/fertilizer 4-6 inches.
3. Roughen steep slopes by tracked machinary.
4. Select species based on season. Refer to tables.
5. Broadcast seeds evenly and cover by raking
or dragging a chain. Firm soil by rolling.
6. Apply straw mulch at a rate 1-2 tons per acre.
Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool.
A disk with blades set nearly straight can be
used as a mulch anchoring tool.
7. Refertilize if growth is not fully adequate.
Reseed, refertilize and mulch immediately
following erosion or other daMGe.
PERMANENT SEEDING TABLE 1
Seeding
Dates
Recommended Planting
Rate
(lb/ac)
Feb. 15
Sep. 1
- Apr. 1
- Nov. 1
Tall Fescue Mixture
see
table
2
Apr. 1 -
Aug. 1
Hybrid Bermudagrass
see
table
2
Apr. 1 -
Jul. 15
Common Bermudagrass
see
table
2
Mar. 1 -
Jul. 1
Centipedegrass
see
table
2
PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES
Site Description
Recommended Planting
Rate (Ib/ac)
Well to poorly
Tall Fescue Mixture
80
drained soils
Pensacola Bahiagrass
50
Kobe Lespedeza
40
Dry to well
Pensacola Bahiagrass
50
drained soils
Common Bermudagrass
30
Kobe Lespedeza
10
German Millet
10
Swales
ICommon Bermudagrass
40-80
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES
Site Description
Recommended Planting
Rate (Ib/ac)
Well to poorly
Tall Fescue Mixture
200
drained soils
Rye Grain
25
Dry to well
Hybrid Bermudagrass
50
drained soils
Well drained
sandy loam to
Centipedegrass
10-20
sand, lawns.
Notes:
For seeding outside of recommended dates and/or
for temporary stabilization, refer to temporary
seeding table.
For highly erosive areas or as directed by an
engineer, sod shall be provided.
TEMPORARY SEEDING TABLE
Seeding Dates
Recommended Planting
Rate (lb/cc)
Dec. 1 - Apr. 15
Kobe Lespedeza with
Rye Grain
50
120
Apr. 15 - Aug. 15
German Millet
40
Aug. 15 - Dec. 1
1 Rye Grain
120
SOD INSTALLATION
1. Fertilize and lime per recommendations of soil
tests or apply 100 Ib/1,000 sf ground agricultural
limestone and 25 Ib/1,000 sf fertilizer. In the
fall, use 10-10-10. In the spring, use 5-10-10.
2. Incorporate lime/fertilizer 4-6 inches.
3. Rake or harrow to achieve a smooth final grade.
4. Roll to achieve a smooth, firm surface on which
to lay the sod.
5. Lightly rake and irrigate top layer of soil just
prior to installation.
6. Lay sod in a staggered, brick -like pattern with
the longest dimension perpendicular to the slope.
Avoid gaps. Use a knife to fit irregular shapes.
7. Roll sod lightly after installation to ensure
good sod to soil contact.
8. Irrigate initially to wet soil to a depth of 4".
Keep soil moist for 2-3 weeks thereafter or until
sod has taken root.
PROVIDE 50 CUBIC INCHES OF 10 LF T HDPE
CLOSED CELL POLYETHYLENE FOAM PERFORAATED PIPE
PER LINEAR FOOT OF SKIMMER /
RING [
PROVIDE 50 CUBIC INCHES OF
CLOSED CELL POLYETHYLENE FOAM
PER LINEAR FOOT F R
00 0 SKIMMER
E
RING 10 LF 4" HDPE
PERFORATED PIPE
2" (MAX) SKIMMER
INTAKE DEPTH
TEMPORARY POOL
------------------------------
ATTACH POLY LINE BETWEEN
SKIMMER HEAD AND BERM/BOX
TO ENABLE SKIMMER RETRIEVAL
AND MAINTENANCE
10 LF 4" HDPE
SOLID WALL PIPE OUTLET
II II STRUCTURE
�I I
4" VC
RFI
FERNCO ADAPTER DRILLEDCIN LOW�R11/3E
%Y 4" HDPE TEE MODEL 1070-44
ORIFICE CONTROLS
4" SCH 40 PVC PERMANENT POOL ELEVATION
STUBOUT ORIFICE DIAMETER= 2.0"
SKIMMER ASSEMBLY PLAN
NTS
ATTACH POLY LINE BETWEEN
SKIMMER HEAD AND BERM
TO ENABLE SKIMMER RETRIEVAL
AND MAINTENANCE EX GRADE
4" HDPE TEE / OUTLET STRUCTURE SLOT CONTROLS
TEMPORARY POOL ELEVATION
10 LF 4" HDPE
SOLID WALL PIPE
......................
... --PERMANENT _P .......... :.............:.................:.....: ......................
.......... I
L
DESIGN STORAGE VOLUME
CONTAINED WITHIN FERNCO ADAPTER
ACTIVE DEPTH MODEL 1070-44
4" SCH 40 PVC
STUBOUT
A PIPE A
012 C L A S S 8
R I P R A-P
--- o-a „W„
FLARED END O L9'-ao.a O o0aSECTION1- ° °40 4oa o
2
PLAN VIEW
FINISH GRADE TOP OF BANK
PIPE - - ---------------
0
FLOW LINE
0 o a a HIE 18"
CLASS B - fi. 7MT7l
RIP RAP FILTER FABRIC
SECTION A -A
FILTER FABRIC TO BE TREVIRA
SPUNBOUND TYPE 11/120
RIP RAP APRONS SHALL BE PROVIDED
ON DOWNSTREAM ENDS OF CULVERT
FLARED END SECTIONS
RIP RAP APRON DETAIL
NTS
4' (MAX)
■ ■ ■ ■■ ■ ■ ■ ■■ ■
C tlF11 li' hC I171-1'J7t' ■11
■ ■ n LA it II 'L L 11A N•
AL
2' ii 16"
(MIN) I I
II II
II II
...J_J J
RIP RAP APRON SCHEDULE
PIPE
LENGTH
WIDTH
15
7. 5'
3. 8'
18
9.0'
4. 5'
2411
12.0'
6. 0'
30
15. OF
7. 5'
36
18.0
9.0'
STEEL
STAKES
TYPICAL INLET PROTECTION
NTS
SKIMMER ASSEMBLY PROFILE
NTS
WIDTH = 30'
RADE Q p ---------------------------------- -----o EXISTING GRADE
Oq v 2 o 3O
O"D DO 1, 12 oQ 3
O�OOOOO�� O� �O�O� a�O a�O�oO a0
�'r����onc�O�P�O�'OC 0�9��an�'�Q�4Q 12" THICK
TREVIRA SPUNBOUND
TYPE 11/120
FILTER FABRIC
BASIN EMERGENCY
OVERFLOW WEIR SECTION
NTS
SILT FENCE MATERIAL SHALL
BE ACF LS1OO "DOT GRADE"
OR EOUAL. REFER TO SILT
FENCE MATERIAL SPECS
EROSION
STEEL CONTROL
STAKES FABRIC 3'-0" UNLESS
OTHERWISE NOTED
ON PLANS
FILL WITH
1'-0" I EARTH
-
- I I
I I -
I -
I I
3' MIN.
BURY
I I
I I
I I
I I
TYPICAL SILT FENCE
NTS
NOTE: POSTS TO BE SPACED 6 FT
O.C. OR 8 FT O.C. W/ 14 GAUGE
6 X 6 WIRE MESH REINFORCEMENT.
WOODEN POSTS ARE NOT ACCEPTABLE
TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS
Grab Strength
ASTM
D 4632
Machine Direction
90
Ibs
MARV
X-Machine Direction
90
Ibs
MARV
Permittivity
ASTM
D 4491
0.05
sec-1
MARV
Apparent Opening Size
ASTM
D 4751
#30
Sieve
Max ARV
UV Stability
ASTM
D 4355
70%
after
Typical
500h of
exposure
CLASS B
RIP RAP
OUTLET
STRUCTURE
4" PVC CAP W/ ORIFICE
DRILLED IN LOWER 1/3
ORIFICE CONTROLS
PERMANENT POOL ELEVATION
ORIFICE DIAMETER=2.0"
TOP -OF- BOX:- 25.00 ---
BOTTOM OF SLOT = TEMPORARY POOL:-22..32------------------------- - - - - - - --_-----------
_INVERT -OF PVC- PERMANENT POOL:.21.00--------------------------------------- ------------------
.......
'•/�,.
T OF 30" RCP OUT =
OUTLET STRUCTURE DETAIL
N. T. S.
PROVIDE REBAR TRASH RACK ON TOP OF
4'X 4' CONCRETE OUTLET STRUCTURE
AFFFIX RACK TO BOX BY TURNING
DOWN ENDS. DO NOT GROUT.
SLOT DIMENSIONS:
1.95' L x 0.50' H
BOTTOM OF TEMPORARY POOL MEASURED AT
INVERT OF 4" PVC THROUGH FITTING
/45 BEND
PROVIDE 1.5' BETWEEN FLANGE
OF 45 BEND AND REDUCER TO
ACHIEVE 1' ORIFICE DEPTH
4 PVC CAP W/ ORIFICE DRILLED IN CENTER
ORIFICE DIAMETER=2.5"
GALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP
MAXIMUM WIRE SPACING 0. 5"
SECURE CLOTH AROUND
SKIMMER HEAD WITH A
PIPE CLAMP
FLATTEN INTO DUCKBILL
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES
10' (MIN) WIDTH
10' (MIN) WIDTH PROVIDED FOR ACCESS
PROVIDED ON BERM SECTIONS AROUND POND PERIMETER
FOR ACCESS TOP -OF -POND: 2-7,00- - - - - - - - - ---------------------------- -------------------------------------------------- EX GRADE
------- -----------------------------------------
3 3
TEMPORARY POOL:.22,32.- 1
PERMANENT POOL: 21.00
6'WIDE 6:1 VEGETATED
SHELF BELOW PERMANENT
POOL OF MAIN POND
TYPICAL ELEVATIONS BASED ON A EDGE OF
ELEV = 99.50
FINISHED SLAB ELEVATION OF 100.00 BREEZEWAY
REFER TO ARCHITECTURAL PLANS FOR
GRADING BEYOND EDGE OF BREEZEWAY FINISHED GRADE
ELEV = 99.33
FINISHED GRADE - - - - - - - - - -
ELEV = 99.33
5.00% GRADE AWAY FROM
f1.20) BUILDING AND
8' WALKWAYS
2.08%
6' (1:48)
2.08% 2 OS% ELIEV = 99.10i ELEV = 99.60
(1:48) T (1:481 2.08% 1(1:48) (1048)
(1:481
�OR� 8.33%
5.(1�P01 (1:12) 8.33% (1:12) ELEV = 99.46
2' ELEV = 98.96
PROVIDE WHEELSTOPS-
AT SPACES ADJACENT
TO CURB CUTS?
X 5.00%
17
-8' (MIN)8' (M
VAN ACCESSIBLE VAN
PARKING SPACE AI E
8' (MIN)
VAN ACCESSIBLE
PARKING SPACE
ACCESSIBILITY DETAIL
NTS
18'
GRADE AREA BETWEEN WALKWAYS
TOWARDS YARD INLET PLUMBED TO
ROOF DRAINS/COLLECTION SYSTEM
SET YARD INLET RIM 1.50' BELOW
FINISHED FLOOR ELEVATION
GRADE TOWARDS GRADE TOWARDS
SIDES/REAR OF
BUILDING SIDES/REAR OF
BUILDING
o
FRONT YARD GRADING DETAIL
NTS
3 3 5
3
�1 SEDIMENT STORAGE 1 SEDIMENT STORAGE 1
ELEV = 16.00 �� ELEV = 18.00
POND BOTTOM: 15.00 12 " THICK R I PRAP
ON FORBAY WEIR
FOREBAY BOTTOM -
AT ENTRANCE: 16.00
AT EXIT: 17.00
TYPICAL POND PROFILE
N.T.S.
THE 6:1 VEGETATED SHELF SHALL INCORPORATE A MINIMUM OF THREE TYPES
PLANT SPECIES A RATE OF 1 PLANT PER 4 SQUARE FEET.
VEGETATED SHELF AREA:3885_SF. PROVIDE _971 EMERGENT PLANTS
RECOMMENDED PLANTS INCLUDE:
SWAMP MILKWEED, SEDGES, WHITE TURTLEHEAD, AMERICAN CRINUM LILY, SWAMP LILY, WHITE STAR
GRASS, WILD AGERATUM, DWARF JOE PYE WEED, JOE PYE WEED, SWAMP SUNFLOWER, PINELANDS
MALLOW, SCARLET ROSE MALLOW, NECHES RIVER MALLOW, VELVET MALLOW, ROSE MALLOW, SPIDER
LILY, SPRING MARSH SPIDER LILY, DWARF SPIDER LILY, TRAUBS SPIDER LILY, SEASHORE MALLOW,
CARDINAL FLOWER, BLUE LOBELIA, PLUMEGRASSES, ATAMASCO LILY
POND SLOPES ABOVE THE VEGETATED SHELF SHALL BE STABILIZED PER THE SITE
STABILIZATION SCHEDULE.
POND SHALL BE KEPT FREE OF CATTAILS.
DO NOT PLANT TREES OR WOODY VEGETATION ON POND EMBANKMENT SLOPES.
POND EMBANKMENT SLOPES SHALL BE STABILIZED WTIH NON -CLUMPING TURFGRASS.
PROVIDE RING AND COVER
IN TOP FOR ACCESS
AND MAINTENANCE
TOP OF BOX
0.5'
10.5' 3'
BOTTOM OF SLOT
4' X 4' CONCRETE BOX WITH
3' X 0.5' SLOTS ON 2 SIDES
PROVIDE BOX TOP. SLOT, AND
INVERT ELEVATIONS PER PLAN
ti.0, SUMP /
THROAT BOX DETAIL
N.T.S.
NOTE:
PROVIDE BERMUDAGRASS SOD ADJACENT TO THROAT BOX
CONSTRUCTION ENTRANCE DETAIL
NTS