90-12 OVERSIZE PLANS

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+/- 150LOF'CHAIN
AND POST FENCE TO
LIMIT ACCESS -
+�- 25,830 SF OF• DISTRUBED AREA
10' X 40' CONCRETE PA ING SP
8' WI CON S
RIPARIAN PROPERTY OWN
KEVIN McGRAW
217 PORT DRIVE
SNEADS FERRY, NC
EAST= 2'36Q
ELEV. = 11.
CON OL POINT
IRON IN W/ CAP
NOR=316272.53
EAST= 359978.11
ELEV. = 1.70'
REMOVE Ex STING =1 `
DESK
PROPOSED CAST ON SITE\
PUSH SLAB RANIF
SEE DETAILS ON S- EET �?
REMOVE EXISTING RAMP -
NORMAL WATER BEVEL
TC :�)
EK
-E _A'
SCALE
CONTROL POINTS
)N DESCRIPTION POINT EASTING NC_- = ELEVATION DESCRIPTION
EXISTING GRAVEL &
COMPACTED DIRT
EXISTING RAMP
SQL T fR CR feK
EXISTINE C❑NDITICNS
1/4 SCALE
CAST IN PLACE
SLAB
1, EAST=2360020.13
NORTH-316050.30
Z= 11.7'
CORNER S/W
W
9.
EAST=2360129.95 N01=--= �S980.13
Z=-1.9'
CORNER
CORNER'
RAMP
2. EAST=2360013.30
NORTH= 316026.26
Z=11.7'
Z=11.7'
CORNERS
CORNER S/W
10.
EAST=2360099.59 NORTn=3'6099.93
Z=12.9'
CORNER
RAMP
3. EAST=2360035.42
4. EAST=2360051.79
NORTH-=-316019.97
NORTH=316077.58
Z=12.5'
CORNER S/W
11.
EAST- 2360086.00 NORTH=316096.57
Z=12.9'
CORNER
RAMP
5. EAST=2360083.61
NORTH-316085.65
Z=12.5'
CORNER S/W
12.
EAST- 2360087.23 NOR`►-+=316091.72
Z=12.9'
CORNER
S/W
S/W
6. EAST=2360093.11
NORTH=316048.16
Z=11.7' CORNER S/W
13.
EAST=2360047-77 NORTH=316081.72
Z=12.5'
CORNER
H/C PARK
4718
Z-11 7'
CORNER ABUT
14.
EAST=2360029.28 NCR 7- =3'6079.41
Z=12.3'
CORNER
7. EAST=2360089.24 NORTH=,J I -
8. EAST=2360116.40 NORTH=,315976.68 Z=-1.9' CORNER RAMP
REMOVE TREE
PROPOSED CAST IN PLACE
9' x 9' FLOATING DOCK
ABUTMENT
PROPOSED FLOATING DC
SYSTEM
RIPARIAN pF: OPERTY OWNER
LSB PROPERTIES, INC
38 WEST FIRST AVENUE
LEXINGTON, NC 27292
K
FLOATING DOCK SYSTEM
SITE DATA
ADDRESS: 12380 SHAW HIGHWAY
TWO ALTERNATIVES ARE SPECIFIED FOR THIS ITEM. ALTERNATE #1 ]HE CONTRACTOR SHALL
BURGAW, NO 28425
PROVIDE THE FLOATING DOCK SYSTE. ALTERNATIVE TWO IS THE OWNER PROVIDES THE
FLOATING DOCK S`�STEM. OWNER WILL SUPPLY HINGE ASSEBLE FOR THE CONTRACTOR TO
PIN NUMBER: 3351-9232-000
INCORPORATE INTO THE ABUTMENT.
AREA = +/- 2.37 ACRES
ALTERNATE #1
ZONING = RA
CONTRACTOR SHAL_ CONSTRUCT FLOATING DOCK SYSTEM AS SHOWN ON SHEET C3
OF THESE PLANS. IF THE CONTRACTOR CHOICES TO PROVIDE VENDOR SUPPLIED DOCK,
DEED BOOK 312 / 123
VENDOR SHALL FOi_LOW INSTRUCTIONS BELOW:
PLAT BOOK 0046/0058
1. CONTRACTOR Sl-,ALL PROVIDE VENDOR DESIGNED FLOATING DOCK SYSTEM. PLANS AND
CALCULATIONS SHALL BE SEALED BY A N.C. REGISTERED PROFESSIONAL ENGINEER.
TOPOGRAPHIC AND HYDROGRAPHIC SURVE'Y
PREFORMED BY THEENGINEER ON APRIL 51-H
2. CONSTRUCTION SHALL CONSIST OF PRESSURE TREATED (NON-CCA) WOOD PER AWPA
AND 7TH. 2011 AND REPRESENT CONDITIONS AT
STANDARDS.
THAT TIME.
3. PROVIDE LAMINATED SIDEWALL WITH (3) PT 2X10.
HORIZONTAL DATUM: NORTH CAROLINA STA-
PLANE NAD83
4. PROVIDE GALVANIZED STEEL CROSS BEAMS AND DIAGONAL TUBING.
VERTICAL DATUM: NORTH AMERICA VERTIC41
5. DECKING SHALL BE PT 2X6 TIMBER DECKING OR TREX "ORGINS" DECKING (OWNER'S
DATUM 1988 (NAVD88)
OPTION) WITH 316 STAINLESS STEEL SCREWS, DECK SUPPORTS SHALL BE LAMINATED PT
2X4.
BUA DATA
r...
AT RA
xELTERI CREEK I
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6. BOLT FASTENERS AND OTHER STRUCTURAL MEMBERS SHALL BE HD GALVANIZED.
EXISTING BUA
VICINITY MAP
PARKING AREA = 14,174 SF
7. PROVIDE GALVANIZED STEEL BACKING PLATES UNDER ALL ATTACHMENTS.
RAMP = 1,637 SF
NITS
ABUTMENT = 0 SF
8. PROVIDE PT 2X<r SIDE BUMPER RAIL - ALL SIDES.
TOTAL = 15,811 SF
9. PROVIDE HD GA-`JANIZED STEEL REINFORCEMENT CLEATS, ONE SIDE AT 5' ON CENTER.
PROPOSED BUA
PARKING AREA = 7,675 SF
10. FLOATATION SF,ALL PROVIDE FREEBOARD OF 18" UNDER DEAD LOAD. OR LIVE LOAD OF
PRO RAMP = 1,687 SF
20 PSF OR A CON ENTR.ATED LOAD OR 300 LBS OVER A 2 SQ FT SHALL BE USED. PIER
H/C RAMP-S/W = 946 SF
SHALL HAVE NO MORE THAN 6 DEGREES TILT FROM THE HORIZONTAL UNDER UNIFORM LIVE
ABUTMENT = 81 SF
LOADING ON ONE- CALF OF THE PIER WIDTH OR UNDER A CONCENTRATED LOAD OF 600
H/C PARKING = 400 SF
LBS APPLIED ON ANY SIDE.
TOTAL = 10,789 SF
11. FLOATS SHALL CONSIST OF POLYETHYLENE FOAM -FILLED FLOAT MODULES (ROTARY
MOL(-,FD) A'`1D POi`(ETHYLENE EMPTY (BALAST) FLOATS.
EROSION CONTROL MAINI
.NANCE PLAN
12. PROVIDE GUIDE PILES ARE REQUIRED BY VENDOR'S DESIGN AND GUIDES INTEGRAL WITH
1. ALL EROSION AND SEDIMENT CONTROL PRACTI
ES WILL BE CHECKED FOR STABILITY
DOCK SYSTEMS.
AND OPERATION FOLLOWING EVERY RUNOFF - �F
)DUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED RE,
\IRS WILL BE MADE IMMEDIATELY TO
13. DOCK SYSTEM SHALT_ HAVE A. 3 TO 5 YEAR WARRANTY.
MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSPECT SEDIMENT TRAPS AT LEAST WEEKL`
ND AFTER EACH SIGNIFICANT
ALTERNATE #2
RAINFALL EVENT AND REPAIR IMMEDIATLY. REMO`
: SEDIMENT, AND RESTORE THE TRAP
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMEN
HAS ACCUMULATED TO ONE-HALF
OWNER SHALL PRCVIDE FLOATING DOCK SYSTEM. OWNER WILL SUPPLY CONTRACTOR AN
THE DESIGN DEPTH OF THE TRAP. PLACE THE SE
)IMENT THAT IS REMOVED IN
ALUMINUM HINGE SYSTEM TO BE INCORPORATED INTO CONTRACTOR INSTALLED ABUTMENT.
DESIGNATED DISPOSAL AREA, AND REPLACE THE
'ART OF THE GRAVEL FACING THAT IS
IMPAIRED BY SEDIMENT
3. SEDIMENT WILL BE REMOVED FROM BEHIND I-,
SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDII
ENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARR'
R.
BOAT RAMP NOTES
4. ALL AREAS WILL BE FERTILIZED, RESEEDED .A�
NECESSARY, AND MULCHED
1. CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK.
ACCORDING TO SPECIFICATIONS IN THE VEGETATI'
: PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
2. CONTRACTOR SHALL POUR CONCRETE RAMPS SUCH THAT ONLY A NARROW STRIP OF
5. INSPECT INLETS AT LEAST WEEKLY AND AFTEF
EACH SIGNIFICANT (J" OR GREATER)
CONCRETE CAN BE PLACED AND FINISHED IN ONE OPERATION.
RAINFALL EVENT. CLEAR THE WIRE OF ANY DEBR
' OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
ARE NOT TO DAMAGE OR UNDERCUT
3. CONTRACTOR S,-ALL EXERCISE GREAT CAUTION IN THE TIMING OF HIS CONCRETE
THE WIRE MESH DURING SEDIMENT REMOVAL. REF
ACE STONE AS NEEDED.
PLACEMEN'S AND NOT GET UNREASONABLY AHEAD OF THE FINISHERS.
4. CONTRACTOR S-IALL BE AWARE OF HEAT AND WIND WHICH WILL CAUSE THE CONCRETE
TC S=T OF QUICKLY AND NOT ALLOW PROPER FORMATION OF THE SURFACE GROOVES.
5. `,-R4,TOR SHALL START THE FINISHING WORK OF THE SLAB AT ONE OF THE LOWER
CORNE?S -NE' J°W4R'C WIT- -HE GROOVES ORIENTED AS SHOWN.
6, CONTRA..TOR S-TALL KEEP PREPARED SUBGRADE, (UPLAND OF SECTIONS BEING POURED)
C_EAN OF DEBRIS, ECT. AND SHALL NOT WASTER EXCESS CONCRETE WITHIN RAMP AREA.
FOUR S-OPS S aA!_L. BE CLEAN, KEYED JOINTS PER S105.
- CONTRA,TOR S- ALL INSURE THAT REINFORCING REMAINS WITHIN THE UPPER THIRD OF
--�E SLAB_
CON CRETL. NOTES
1. REINFORC CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF ACL
2. CONCRE-E COMPRESSIVE STRENGTH AT 28 DAYS: 4000 PSI
3. REINFORCING S EEL: AS T M A615, GRADE 60.
4. MINIMUM CLEAR CONCRETE COVER ON REINFORCING:
CONCRETE GIST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES
CONCRETE EXPOSED TO EARTH AND WEATHER: 2 INCHES
5. DOWEL AND CCNTINUOUS REINFORCING SHALL HAVE A MINIMUM LAP OF 42 BAR
DIAMETERS BUT N DT LESS THAN 12 INCHES.
6. PROVIDE AIR ENTRAINMENT 4 TO 6 PERCENT.
7. MAXIMUM SLUM-: 4" - 6" W/C (MAX.) = 0.45
8. CONCRE-E FINISH: BROOM FINISHED
9. CURING COMPOJND: ANSI/ASTM C309, TYPE 1, CLASS A.
10. USE A SUPERPLASTISZER, AS REQUIRED =OR WORKABILITY, MEETING ASTM
C1017 /C10' 7M.
11. PROVIDE FIBER RRNFORCED CONCRETE FOR ALL LAUNCH SLABS. PROVIDE SYNTHETIC
MONCF'ILAM=NT (P )LYEDROPYLENE) MICRO -FIBERS IN ADDITION TO REINFORCING SHOWN
COMPLYING W;TH )' STM C' 1 6, TYPE III, 1 -0 '-1/4 INCHES. BATCH FIBERS WITH CONCRETE
AT R,A. "E C - `•5 1 BS.'C`' BY VOLUME
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW
EROSION CONTROL_ NOTE
1. ANY CONSTRUCTION ACTIVITY 3EYOND THE 0.
ACRE LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE STATE EROSION CONTROL OR!
(NANCE AND IS SUBJECT TO FINES.
2. CONTRACTOR SHALL REMOVE t,LL TREES AND
VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS OTHERWISE DESIGNATED TO REMA
.
3. CONTRACTOR SHALL RAKE AND REMOVE ROO
S, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRAD
ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF C
NSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNEI
AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF �
NY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WA
TE MATERIALS SHALL, BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PEI
AITTED FACILITY.
6, THE CONTRACTOR SHALL FURNISH ANY RECj
ED BORROW MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY.
7. ALL GRADED SLOPES MUST BE SEEDED AN[
JLCHED WITHIN 21 CALENDAR DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS 0-1-
R THAN SLOPES WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS S�
)RTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION
AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY ENGINEERING
=PARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THA
3:1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS
DREED UPON BY TF,E FIELD INSPECTOR,
ENGINEER, AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES !N ANY AF
_A FOR MORE THAN 15 CALENDAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MUL>
-D, AND TACKED.
GRAPHIC SCA1 E
30 0 15 30 60 120
IN FEET )
1 inch = 30 ft
LEGEND
EXIST. SPOT ELEVATION
20.0
PRO. SPOT ELEVATION
�-
SILT FENCE r,
DRAINAGE RUNOFF FLOW�-
LIMITS OF CONSTRUCTION
CURSHER RUN SURFACE
CONC. PAVEMENT
�a
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EDGE OF WOODS
EOWDS
TOP OF BANK
TDB
EDGE OF WATER
EOW
EDGE OF GRAVEL
EOG
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[SHEET
Cl
of 3
JOB NO.
004-021

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+20'
*15'
_EXISTING GRAVEL
DRIVE
+10'
*5'
0'
-5'
—10'
—15'
Kelm
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
L IT'S THE LAW
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
me
PLAN VIEW — BEAT DAMP
SCALE 1' = 10'
X SECTI❑N — BEAT Pl'-
SCALE H� 1" = 10`
V; 1" = 10'
NORMAL WATER LEVELS OBTAINED FROM THE
USGS SURFACE WATER GAGE LOCATED AT NE CAPE
FEAR RIVER/HWY 53 GAGE, LEVELS WERE=
INTERPOLATED TO THE SUBJECT SITE,
HIGH MONTHLY MEAN (1999) = 53'
2, WATER LEVEL ON 4/28/11 = 22'
3. LOW MONTHLY MEAN (2002) = 1,3'
AL ELEVA T I❑NS ARE NGVD29
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CONTROL JOINT (3/4" DEEP W/
1/4" PAD) @ 6' O.C.
LIGHT BROOMING
1/2" EXP. JT. FILLER ® 48' O.C.
D
6' 3000 PSI C❑NC,
O a D D D
D � •
-IIIII-IIII •IIII IIIII-•IIII (IIII-III
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1/4" PAD
CONCRETE SECTION
NOT TO SCALE
H,C, PARKING SIGN
N
1LUE ON H.C.
TALL SIDE
9.91931
'HITE
BLUE ON H•C.
STALL SIDE
10'
8'
HZC PARKING DETAIL
NOT TO SCALE
LEGEND
EXIST. SPOT ELEVATION
20.0
PRO. SPOT ELEVATION �—
SILT FENCE — — -
DRAINAGE RUNOFF FLOW 19 --
LIMITS OF CONSTRUCTION LUC
CURSHER RUN SURFACE
a a
CONC. PAVEMENT 4
a ea
e
EDGE
OF
WOODS
EOWDS
TOP
OF
BANK
.TOB
EDGE
OF
WATER
EOW
EDGE
OF
GRAVEL
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HIM -
C2
of 3
JOB NO.
004-021

CONCRETE APPROACH
(SITE SPECIFIC)
#4 REBAR 1' O.C. (BOTH WAYS)
ADD WD-IN INSIDE CORNER BRACKET
TO FIRST FLOATING DOCK SECTION
#4 REBAR 1' O.C. (BOTH WAYS)
4"
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SEE SITE PLAN
NOTES
L ALL DOCK HARDWARE TO BE HOT DIPPED
GALVANIZED STEEL EXCEPT AS NOTED BELOW
2, CONNECT FL❑ATING UNIT TO ABUTMENT
WITHI
3/4' STAINLESS STEEL HEX HEAD BOLTS
AND NY_❑N LOCK NUTS
3. WD-TM SINGLE "T' MALE CONNECTORS ARE
TO BE PLACE) ON THE CONCRETE ABUTMENT
WD-TF SINGLE 'T' FEMALE CONNECTORS
ARE TO BE PLACED ON THE FLOATING DOCK
SECTION AS ILLUSTRATED,
4. THE WD-TM CONNECTORS SHOULD BE ATTACHED
TO THE ANCHOR BOLTS ON THE OUTSIDE OF
FORM WORK T❑ ENSURE FIT AFTER FORM REMOVAL,
5 AN INTERNAL VIBRATOR SHOULD BE USED TO
CONSOLIDATE CONCRETE,
6. CONCRETE SHALL BE A DESIGN MIX OF 3500
PSI MIN. WITH A MAX. SLUMP OF 5'•
MAX, AGGREGATE SIZE TO BE 3/4'.
7, AFTER FLOATING CONCRETE, PROVIDE A BROOM
FINISH ON TOP SURFACE,
8, PLACE 3/4'X 3/4' CHAMFER STRIPS INSIDE
THE FORM WORK SO THAT THE FOUR VERTICAL
CORNERS AND THE TWO HORIZONTAL TOP EDGES
ARE CHAMFER=D, AS SHOWN ON SHEET 3 OF 3.
9, ENSURE THAT ANCHOR BOLTS ARE SECURED
SUCH THAT THEY WILL REMAIN ALIGNED
DURING CONCRETE POUR, THEY SHOULD
BE FASTENED TO THE FORMS WITH NUTS PLACED
AND TIGHTENED ON BOTH SIDES OF THE FORMS,
CONCRETE ABUTMENT
AND FLOATING DOCK
ADD VERTICAL PIECES OF REBAR
AT EACH INTERSECTION AROUND
THE PERIMETER.
1/2' DIA• GALVANIZED
411 , STEEL ANiCHOR BOLT
16"
NOTE:
SUPPORT LOWER
GRID WITH CON(
CHAIRS
SCALE NTS
NOTE:
REBAPS NOT SHL VN
IN THIS vIEV
4.3/8' -
L
I� y.
FOLLANSBEE PART
WD-TM SINGLE 'T' -
ANCHOR BOLT DETAIL roI Irvnl cN
L_
/2" in, r
I�
I..�ig� �2•
❑NCRCTC ABUTMENT
SCALE NTS
PLAN VIEW
SIDE VIEW
3/4'x 3/4'
CHAMFER STRIPS
s' 115-1/2'
1/2'x 7' BOLT
CONSTRUCT ALL FORM AT EACH CORNER
FACES WITH 3/4' PLYWOOD NOTE, DRILL HOLES
AFTER TACKING
WHALERS TO THE FORMS.
NOTE
THE L❑CATI❑N OF THE 2'x 4' 'S
NEAR THE FOLLANSBEE PART WD-TM
SEE NOTE 8 ON SHEET 1 OF 3 MAY NEED TO BE ADJUSTED TO
FOR CHAMFER STRIP PLACMENT FIT THE PART AND THE
2'x4" STUDS ANCHOR BOLT ASSEMBLY
16" 16' O.C. 4-3/8" -
I
24-
° f ---r- 2'x >>° 'WHALER TYP,
CONNEC WITH
16d FOB M NAILS
OR
3"x 5/15' BOLTS
F❑LLANSBEE PART WD-TM SINGLE 'T'
/MALE OR EIIUIVALENT. EXTEND 1/2'
ANCHOR BOLTS THROUGH FORMS, AND
FASTEN TO FORM WITH FLAT WASHERS
AND 1/2' NJTS•
`L 2"x4' S ,-UDS
16" '_.6' ❑,C. ROM CENTERLINE
9
REUSABLE C❑NCRET- F-R_'1S
SCALE NTS
E MALE/FEMALE CORNER BRACKETS
ARE USED AT THE ❑UTSIDE CORNERS
OF AJOINING FLOATING SECTIENS.
STANDARD OUTSIDE CORNER BRACKETS
ARE USED ON THE LAST FLOATING
SECTIDN OF EACH DOCK.
NOTE FLCA'ING UNIT WHICH ATTACHES
TO CONCRETE ABUTMENT SHALL BE
MODIFIED AS ILLUSTRATED
BRACKET (MALE'
3RACKET (FEMALE
OUTSIDE CORNER BR
F-I F7 A TTNIr- T1I-1r�V (-`I-1NINIF-TTI-1NI TiI T A TI �
-ONGITUDINAL BARS = #7's
TRANSVERSE BARS = #4's
USE 4 5' CHAIRS UNDER THE #7's
END VIEW
+
4'
USE A GROOVING TOOL TO PLACE 2' GROOVES AT A 45 DEGR=E ANGLE DOWN THE LENGTH OF THE RAMP,
USE AN EDGE TOOL TO REDUCE CHIPPING AND SPOILING.
EXTEND #7 REBAR PAST THE FORM 1' IN ORDER TO GIVE 'POLRED ON GRADE' SLABE A POSITIVE ATTACHMENT.
POUR SLAB ON LAND PARALLEL AND IN LINE WITH THE PROP'SED LOCATION, oPTER LETTING CONCRETE CURE
FOR 21 DAYS, PUSH IN WITH A DOZER, CAT D6 OR EQUIVAL
IN PLACE ;LOCATION SHOULD LEAVE ENOUGH OUT ❑F WATER -: POUR THE NEXT SECTION WITHOUT WET
CONCRETE TOUCHING THE WATER.
PROPER SLOPE IS 14%
PROPER BASE FOR SLAB IS 1' OF SMALL RIPRAP OR SURGE S- ONE COVERED BY 6' OF #5, #57, OR #4 STONE.
PUSH SLAB DESG
SALE NT'
SCALE NTS
RESERVED
PARKING
a0
�JN..
12"
1'-6" X 0.080 STD ALUM
HANDICAPPED PARKING SIGN
-0 REAL
"RESERVED BARKING" WITH
IDEN71FICATION SYMBOL. BOL-
TO WD.
POST W/)6"CADMIUM PLATE[
VUTS.
BOLTS ANC WASHERS.
9' x 1'-0"x 0.080 STD ALU'.'
SIGN TO READ
"VAN ACCESSIBLE". BOLT TC
.iD. PO�,T
WTH %"CADMIUM PLATED N, -S,
BOL'S
AND WL7-ERS,
9" X 1-'-0" X 0.080 STD AL
I.'. SIGN TO
MAXIMUM PENALTY $250". L
=LT TO WE,.
POST W--- 3A"CANDIUM PLA-=
NUTS
BOLTS -',D WASHERS.
GALVANIZED 2/LBS U-+CHA".'
3/8" 1-1/2" R
3/8" 1-1/2" R
(TYp) (TY°�
T
( YPl Trc;)
MAXIMUM
--
r
To)
PENALTY
$250~
��
VAN
ACCESSIBL
I
3(
i
Iit,LEGEND
AND BORDER GRE=<
_
-_•.HE`D AND BORDER
BACKGROUND - WHITE
p ACKGROUN . - WHIT
L
FASTEN STRINGERS TO INSIDE J❑ISTS WITH
_ IA PP,
8 '
1
SEE DWG. 3,4 16'
FOR SCHEMATIC
GALVENIZED NAILS
i
�i
S x 4 x 113"
EPS FLOATS
—2' X 6' DECK B[IARDS
—4' X 6' INSIDE JOISTS
—2' x 6' CROSS STRINGERS
23' 26-1/2'
WOODEN FLOATING I ]CK DETAILS
O
N
F,LTeR o A
ORIC ACT
SCALE N- S
ISOMETRIC
SILT FENCE [ ETAI L
NOT TO SCALE
S�TNeTiC � (�Yp•)
FI�TeR f;
AgRIC
MI1N�
SEE DWG, 3,4
FOR SCHEMATIC
>TEN 2' X 6' 's
PERIMETER BAND
-H 8d NAILS
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