APPROVED PLANS - Dyton Builders - 3012 N. Kerr Ave - 4.29.202150' FRONT SETBACK
37.5 FT. STREET YARD
25.0 FT. STREET YARD323131
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FO10' DRAINAGE AND
UTILITY EASEMENT
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20.0' DRAINAGE AND
UTILITY EASEMENT
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NORTH KERR OWNER
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSN 79°43
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N 85°39'57" W 122.26' (TOTAL)
C1S 05°22'29" W278.98'N 84°33'11" W 107.00' (TIE)
97.26'25.00'
25.00'
86.32'
40.0'
25.0'
EXISTING BUILDING
GUM 12
GUM 10
GUM 10
GUM 8
GUM 12
GUM 8
GUM 10
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GUM 8
OAK 1040' DRA
INAGE
ANDUTIL
ITY
EASEMENT10' DRAINAGE ANDUTILITY EASEMENT6
8
FFE 31.24
WWWWW12.5 FT. STREET YARD
(34)AJ
(72)AJ
(42)LIG
(90)AJ
(17)LO
177 sf
291 sf
772 sf
750 sf
135 sf 168 sf32.0'5.1'32.0'98.0'4.9'
(54)PV
(267)AJ
NORTH KERR AVE BOUNDARY STORVILLE WRIGH
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A
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KITTY HAWK WAY
BLUE CLAY RDFINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONSITE DATA:
SITE AREA:+ 1.15 ACRES
PARCEL ID:R03400-001-029-000
ZONED: I-2 HEAVY INDUSTRIAL
OWNER:DYTON BUILDERS, LLC
607 SUMTER AVENUE
CAROLINA BEACH, NC 28428
DIMENSION REQUIREMENTS:
FRONT SETBACK:50' MINIMUM
SIDE SETBACK:N/A
REAR SETBACK:N/A
BLDG HEIGHT, MAX:NONE
0 10 20 40 80
SCALE: 1"= 20'
GRAPHIC SCALE
SCALE: 1" = 500'
VICINITY MAP
SITE
PROPOSED BUILDING
8,000 SF (FOOTPRINT)
TREE PROTECTION
FENCE
DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846PER NCDOT COMMENTS 04/05/2021PER NHC PLANNING & LAND USE AND EROSION CONTROL LETTERSPER NCDEQ & NHC ENGINEERING REVIEW LETTERSPER ARCHITECT COMMENTS 01/07/2021NORTH CAROLINANEW HANOVER COUNTY3012 N KERR AVE.20389.PEDYTON BUILDERS LLC607 SUMTER AVENUECAROLINA BEACH, NC 28428PRELIMINARY LANDSCAPE PLANL-1.0
NORTH
STREET YARD CALCULATIONS:REQUIRED PROVIDED
232 LF OF FRONTAGE - 26 LF ENTRANCE = 206 LF
206 LF X 25 F = 5,150 SF
1 TREE / 600 SF = 9 TREES 9 TREES
6 SHRUBS 12" H / 600 SF = 54 SHRUBS 54 SHRUBS
INTERIOR LANDSCAPE CALCULATIONS:
REQUIRED:PROVIDED:
8% OF GROSS PAVED AREA
13,000 SF x (0.08) LANDSCAPE =1,040 SF 1,456 SF
1 TREE / 144 SF
1,040 SF / 144 SF=8 8
OVERALL SITE TREE PLANTING REQUIREMENTS:
REQUIRED PROVIDED
1.15 AC X (15) TREES / AC = 17
STREET YARD TREES:9
INTERIOR TREES:8
TOTAL TREES:17
FOUNDATION PLANTINGS:
REQUIRED PROVIDED
MIN. 12% OF BLDG FACE:
SOUTH FACE (14'H x 80') / 0.12 =135 SF
EAST FACE (14' H X 100') / 0.12 =168 SF
471 SF 506 SF
BUFFER YARDS
BUFFER YARDS NOT REQUIRED
SCREENING
SCREENING NOT REQUIRED
LEGEND:
TREE TO REMAIN
OAK 24
MITIGATION NOTES
1.SIGNIFICANT TREES SHALL BE MITIGATED ACCORDING TO
THE NEW HANOVER COUNTY ORDINANCE.
TREES THAT REQUIRE MITIGATION INCLUDE:
ANY 24" DIAMETER OR LARGER CONIFER TREE
ANY 18" DIAMETER OR LARGER LONG LEAF PINE, POND
CYPRESS, BALD CYPRESS AND HARDWOOD TREE
ANY 8" DIAMETER OR LARGER FLOWERING TREE
2.SEE MITIGATION CALCULATIONS
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO
CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE
INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL
DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF
THE OUTERMOST BRANCHES.
3' MIN. STAKE
HEIGHT ABOVE
GRADE
DRIPLINE
PROTECTIVE
BARRIER
EXISTING TREE
AND TREE MITIGATIONSITE TRIANGLE
CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE
LO 17 Quercus virginiana
Southern Live Oak
8` - 10` H
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER
LIG 42 Ligustrum japonicum `East Bay`
East Bay Privet
3 gal / 12" ht
PV 54 Pittosporum t. `Variegata`
Variegated Mock Orange
3 gal / 12" ht
GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT
AJ 463 Trachelospermum a. `Asiatic`
Asiatic Jasmine
1 gal
PLANT SCHEDULE
GRAVEL STORAGE
AND TRUCK
UNLOADING AREA
04/19/20211" = 20'CJWCJWCWM
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATIONSEAL CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
PER NCDOT COMMENTS 04/05/2021
PER NHC PLANNING & LAND USE AND EROSION CONTROL LETTERS
PER NCDEQ & NHC ENGINEERING REVIEW LETTERS
PER ARCHITECT COMMENTS 01/07/2021
NORTH CAROLINA
NEW HANOVER COUNTY
3012 N KERR AVE.20389.PEDYTON BUILDERS LLC
607 SUMTER AVENUE
CAROLINA BEACH, NC 28428 24"GENERAL NOTES:6-1/2"12-1/2"6"1/2" R1/8" R3" RLEVEL24"6"18"6"6''12''1/2'' R6''*6''3'' R18"7"1/8'' R24" CURB AND GUTTERNOT TO SCALE(REVERSE SLOPE)24" CURB AND GUTTERNOT TO SCALECONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORYSUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATESAT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TOPREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLEDBY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERESUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALLBE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALLBE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90'INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.5'5'TRANSITION FROM MOD.VALLEY CURB & GUTTER TOMATCH CURB INLETINSTALLATIONCONTRACTOR SHALLMAINTAIN EOP & TRANSITIONTHE GUTTER LINE FOR CURBINLET INSTALLATIONCURB TRANSITION DETAILNOT TO SCALEFORM GUTTER TOMATCH HOODMOD. VALLEYCURB & GUTTER12"12"CURB INLET(STD. 840.03)2'-6"2'STAKEOUT POINT6'-0"5' MIN.6'-0"FLUSH W/ASPHALTTYPE 1 - HANDICAP RAMP(PARALLEL RAMPS)NOT TO SCALESLOPESLOPE6"REINFORCED CONCRETE DETAILNOT TO SCALEEXPANSION JOINT (8'-10' O.C.)MIN. 1" DEPTH3,000 P.S.I. CONCRETE6"x6" W2.0xW2.0 W.W.F.MIN. 2" DEPTH6" CRUSHED AGGREGATEBASE COURSECOMPACTED SUBGRADE(95% STANDARD PROCTOR)ASPHALT TO CONCRETE PAVEMENT TRANSITIONNOT TO SCALE1. SYMBOL TO BE PAINTED(HIGHWAY GRADE) YELLOW PERACCESSIBILITY STANDARDS.10"5"20"5"5"5"20"5"6"
18
"12"12'-0" TO
SIDEWALKHANDICAP PARKING SYMBOLNOT TO SCALE2'VARIABLEBASE DIAMETER TOBE 0.90"R - 1.40"RTOP DIAMETER TO BE NOLESS THAN 50% TO NOMORE THAN 60% OF THEBASE DIAMETER0.90" TO 1.40"0.65" MIN0.20"1.6" TO 2.4"DETECTABLE WARNING MATNOT TO SCALE24"8"/24"*8"8"/12"
4"/8"*4"/6"*4"/8"*10'2'15'13'4"*4"*40'30'PAVEMENT MARKING LINE TYPESNOT TO SCALE*NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST WIDTHAPPLIES FOR A "NORMAL" WIDTH LINE. THE SECOND WIDTHAPPLIES FOR A "WIDE" LINE. "WIDE" LINES ARE REQUIRED WHENDESIGNATED IN THE PLANS, OR WHEN DIRECTED BY THEENGINEER.CENTER LINETURN LANE LINEEDGE LINEGORE LINEDIAGONAL LINECROSSWALK LINESTOP OR TRANSVERSE BAR2' MINI-SKIP LINES10' SKIP LINESSIDEWALK DETAILNOT TO SCALEPAVEMENT SECTIONNOT TO SCALENote: Pavement section shown is minimum and shall be augmented relative to fieldconditions during construction per the professional recommendation of a GeotechnicalEngineer.FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DETAILS
C-5.004/19/21N
O
R
T
HCAROLINAPR
O
FESSIONENGINEER SEALAL036235CHRISTOPHER W.
MILLIS
04/19/2021
NTS
DJL
DJL
CWM 18"DIA.(6")12"DIA.(4")42" DEPTH
6"
3'BOLLARDTYPE & COLOR PEROWNER / ARCHITECTPSI @ 28 DAYCONC. FOOTING 4,000 BOLLARD FOOTINGNOT TO SCALEWHEEL STOPNOT TO SCALEHEAVY DUTY PAVEMENT SECTIONNOT TO SCALENote: Pavement section shown is minimum and shall be augmented relative to fieldconditions during construction per the professional recommendation of a GeotechnicalEngineer.
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATIONSEAL CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
PER NCDOT COMMENTS 04/05/2021
PER NHC PLANNING & LAND USE AND EROSION CONTROL LETTERS
PER NCDEQ & NHC ENGINEERING REVIEW LETTERS
PER ARCHITECT COMMENTS 01/07/2021
NORTH CAROLINA
NEW HANOVER COUNTY
3012 N KERR AVE.20389.PEDYTON BUILDERS LLC
607 SUMTER AVENUE
CAROLINA BEACH, NC 28428
PUBLIC ROAD6" DIVERSION TO DIRECTRUNOFF FROM R/WSECTION VIEWPLAN VIEW50' MIN.50' MIN.20
'MIN
.2-3" COARSE AGGREGATE6" THICKNESSTEMPORARY CONSTRUCTION ENTRANCENOT TO SCALELa, LENGTHW, WIDTHRIP-RAPTHICK (t)STORM DRAIN PIPE PLAN FLOWX 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 NON-WOVEN FILTER FABRIC SECTION STORM DRAIN PIPETAILWATERSLOPE = 0%PIPE OUTLETS SHALL HAVEFLARED END SECTIONS(UNLESS OTHERWISE INDICATED ORIF PIPES ENTERING PONDS ARESUBMERGED)NCDOT CLASS B (d50=8") EROSIONCONTROL STONEON A LAYER OF 4" NCDOT #5 OR #57STONE (t)(GEOTEX 801 OR APPROVED SUBSTITUTE)NOTES:1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUNDSURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THEPERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTHWITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEELPOSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THEGROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THEGRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED.3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHESLOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPEFROM THE INLET TO ENSURE THAT STORM FLOWS GET INTO THEINTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES AREINSTALLED TOPREVENT OFF-SITE SEDIMENT-RUNOFF.STEEL POSTS 2 FT INGROUND.19-GAUGE & 0.25" MESHOPENING HARDWARECLOTH EXTENDS MIN. 2FT ABOVE GROUND.NCDOT #5 OR #57 WASHEDSTONE PLACED TO A HEIGHT OF16" MINIMUM ABOVE TOP OF BOX@ 2:1 SLOPE.MAX. 4-FTTEMPORARY INLET PROTECTIONNOT TO SCALE4.74.5UP.WIDTH (FT.)DWN.WIDTH (FT.)8LENGTH (FT.)RIP-RAP SCHEDULEFES-118"APRON #PIPE DIA. (IN.)18THICKNESS (IN.)RIP-RAP OUTLET APRONNOT TO SCALEFINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DETAILS
C-5.104/19/21N
O
R
T
HCAROLINAPR
O
FESSIONENGINEER SEALAL036235CHRISTOPHER W.
MILLIS
04/19/2021
NTS
DJL
DJL
CWM BOTTOM STRAND MIN. #14 GAUGETOP STRAND MIN. #14 GAUGESTEEL POSTFI
L
L
S
LO
P
ESTAY AND LINE WIRES MIN. #14 GAUGE4" X 8" TRENCH LINED W/ 12"OF FABRIC ANDCOMPACTED FILL ON TOPNOTES:1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESHOPENING OF 6-INCHES.2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S ORPOLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER ASCONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULDCONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D4355.3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONSINSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCEOR 6' MAX EXTRA STRENGTH FABRIC W/ NO WIRE BACKING3'-0" MIN.2'-0" MIN.
2'-0"
MAX.TEMPORARY SILT FENCE NOT TO SCALEPLANBACDNOTES:1.DIMENSIONS ARE SHOWN FOR A 3-STALL DUMPSTER; HOWEVERTHE DIMENSIONS CAN BE REDUCED TO A SINGLE OR DOUBLEDUMPSTER.2.BOLLARDS ARE OPTIONAL DEPENDING ON OWNER'SPREFERENCE.3.ENCLOSURE SHALL BE SHADOWBOX FENCE. SEE DETAILS THISSHEET.EXTEND CONC.APPROACH APRONTO PROPOSED CURBSLOPE 1/4"PER FTMINIMUMSHADOWBOXFENCEREAR BOLLARDS OPTIONAL6" BOLLARD5'-0" HIGH (TYP.)DUMPSTER PAD AND ENCLOSURE DETAILNOT TO SCALESHADOW BOX FENCEAND GATES, TYP.(SEE DETAILS)FENCING NOTES AND SPECIFICATIONS1. SPECIFICATIONS FOR WOOD FENCES THE FOLLOWINGSPECIFICATIONS, DERIVED FROM ASTM F 537 AND STANDARDPRACTICE IN THE FENCE INDUSTRY, SHALL APPLY TO THEMATERIALS AND CONSTRUCTION OF WOOD FENCES:(A) POSTS AND FRAMING - POST SPACING SHALL NOTEXCEED EIGHT FEET (8')ALL POST HOLES SHOULD BE A MINIMUM OF THIRTYINCHES (30") DEEP FOR FOUR FEET (4') HIGH FENCES ANDTHIRTY-SIX INCHES (36") DEEP FOR FENCES HIGHERTHAN FOUR FEET (4') UP TO EIGHT FEET (8'). ALLTERMINAL, CORNER AND GATE POSTS SHOULD BE SET TOFOURTY-TWO INCHES (42") DEEP.(B) POST HOLES SHOULD BE AT LEAST FOUR INCHES (4")LARGER IN DIAMETER THAN THE LARGEST DIMENSION OFTHE POST. ALL TERMINAL, CORNER AND GATE POSTSSHOULD BE SET IN CONCRETE.(C) FENCES UP TO FIVE FEET (5') SHALL HAVE A MINIMUMOF TWO RAILS (STRINGERS) TOP AND BOTTOM. FENCESOVER FIVE FEET (5') SHALL HAVE A THIRD RAIL ATCENTER HEIGHT. STRINGERS SHALL BE 2X6 MINIMUM(NOMINAL).(D) MATERIALS - ALL MATERIALS USED IN WOOD FENCINGSHOULD BE EITHER (1) NATURALLY ROT-RESISTANTWOOD (SUCH AS CEDAR), (2) A WOOD PRESSURETREATED FOR ROT-RESISTANCE, OR (3) BE COATEDTHOROUGHLY WITH A PAINT OR PROTECTIVE COATINGIMMEDIATELY ON ERECTION.(E) FASTENERS - FASTENERS SHALL BE MADE OF ANON-RUSTING, NON-CORROSIVE MATERIAL, OR COATEDTO RESIST RUSTING. NAILS SHALL BE LONG ENOUGH TOPENETRATE THE RECEIVING MEMBER TWICE THETHICKNESS OF OF THE THINNER MEMBER BUT NOT LESSTHAN ONE AND ONE-HALF INCHES (1 1/2").(F) COVER BOARDS SHALL BE 1/2" MINIMUM THICKNESS.(G) SOLID WOOD FENCES SHOULD ALLOW FOREXPANSION TO AVOID BUCKLING AS FOLLOWS: FORWIDTHS 2 TO 4 INCHES, A ONE SIXTEENTH INCH (1/16")SPACE SHOULD BE PROVIDED; FOR WIDTHS 6 TO 8INCHES, A MINIMUM SPACE OF ONE EIGHTH INCH (1/8")SHOULD BE PROVIDED.(H) THE TOPS OF THE COVER BOARDS SHALL BE CUT ASDOG EAR (CORNERS CUT OFF AT 45 DEGREE ANGLES).X8'-0" POST FACE TO FACE (MAX.)LC3" TYP.X4"X4"3'-0"8'-0"4"LCTHE TOP AND BOTTOM WOODCROSS BRACES SHALL BEPLACED 6" FROM THE END OFTHE WOOD PICKETS. THEMIDDLE BRACE SHALL BECENTERED WITHIN THE FENCE.4 x 4 TREATEDWOOD POST (TYP.)ATTACH EACH 2 x 6 x 8CROSS BRACE TO THE 4 x 4TREATED WOOD POST WITH2-3" x 1/4" GALVANIZED LAGBOLTS WITH WASHERS(TYP.)2 x 6 x 8 TREATED WOODCROSS BRACE (TYP.)ATTACH EACH 1 x 6 WOODPICKET TO THE 2 x 6 CROSSBRACE WITH 3 GALVANIZEDNAILS (TYP.)1 x 6 TREATED WOODPICKET (TYP.)TOP OF CONCRETEFOUNDATION TO BE ARECTANGULAR SHAPE1/2" SLOPEINSTALL 1 x 6 BOARDS VERT.,2 x 6's MAY SLOPE OR BEHORIZ. TO ACCOUNT FORGRADE CHANGES. SPACE 1 x6 BOARDS EQUALLY4000 PSI MIN. OR ASSPECIFIED IN THEGEOTECH REPORTGRADE4" CABCELEVATIONWOOD FENCE SECTION4 x 4 TREATED WOOD POST(TYP.)1 x 6 TREATED WOOD PICKET(TYP.)2 x 6 TREATED WOOD CROSSBRACE (TYP.)INSTALL 1 x 6 BOARD AT ENDOF FENCE IF SIDE IS VISIBLE4 x 4 TREATED WOOD POST(TYP.)PLAN VIEWSHADOW BOX FENCE AND GATE DETAILSNOT TO SCALE16"8'-0"4" 1-1/2"6'4'-0"3'-6"6"8"4"4"11"2"9"PLAN VIEWFRONT ELEVATION4" x 4" x 1/4" STEEL TUBE GROUTFILLED & CAPED W/ CONCRETE,PAINTED PER OWNER.GATE FRAME:1-1/2"x 1-1/2"x 1/8" STEEL TUBEOR 2"x 2"x 1/8" ANGLEW/ WELDED JOINTS.ATTACH HORZ. C.C.A. 2 X 4'S ONSTEEL FRAME @ TOP & BOTTOMW/ 4" X 1/4" GALV. CARRIAGE BOLTSON OUTSIDE TO RECEIVE FENCEFACE BOARD.BARREL BOLT:STANLEY HEAVY BARREL BOLT #CD1084BB SCREW THROUGH WOOD &INTO METAL FRAME.3/4" BENT STL. BAR(2) 1" I.D. X 2" LONG STL. PIPEWELDED TO FRAME & ALIGNED FORBENT BAR ON EACH GATE.6" HINGE:TYP. ( 2 ) STANLEY BB855 PHOSPHATEWITH NO HOLES ON ONE SIDE FORWELDING TO STEEL PIPE.DUMPSTER PAD:SEE DETAIL.1" HOLE IN PAVM'T W/ MTL. SLEEVETO RECEIVE STL. BAR (3" DEPTH MIN.)4"L 1 1/2" X 1 1/2" X 1/8" X 4'-0" LONGWELDED TO GATE.3/4" BENT STL. BARALL MTL. PARTS PRIMED W/ METALPRIMER & PAINTED PER OWNERSPECIFICATION.℄℄GATES OPENING SHOULD BE PLACEDAT CENTER LINE OF CONCRETE PAD12"4000 PSI MIN. OR ASSPECIFIED IN THEGEOTECH REPORTNOTES:1. SEE FENCING NOTES, THIS SHEET.