94-12 OVERSIZE PLANS

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CONTROL
POINT
IRON PIN
W/ CAP
a�o�
NORTH =
306618.7
w cAp
EAST =
2354456.8
ELEV. =
8.10'�,�
_
/- 14,811 SF OF DISTRUBED AREA
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L Loc
,---10
)NTROL POINT
eN--PtN - - -
)RTH = 306455.8
\ST = 2354462.1
.EV. = 10.84'
CONTROL POINTS
G
eo EX. GRAVEL &
PACKED DIRT PARKING
.5
2
p
90
PROPOSED CAST IN ACE
8' CON. S/W
EX. GRAVEL &
PACKED DIRT PARKING
POINT
NORTHING
EASTING
ELEV.
1
306541.3
2354655.8
9.00'
2
306520.2
2354665.0
9.00,
3
306501.0
2354621.0
9.00'
4
306517.3
2354600.8
8.90,
5
306510.7
2354598.3
8.70'
6
306538.2
2354585.9
8.70'
7
306558.3
2354576.7
8.70'
8
306569.1
2354600.1
6.90'
9
306572.4
2354607.4
6.90'
10
306601.3
2354689.5
-6.44'
11
306588.6
2354695.3
-6.44'
X=2354607,3773 Y=306572,4035
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CAL1.1000la4�lY
K& ONE -CALL CENTM
ED CAST IN PLACE
i
RAPARIAN OWNER
RAMONA HERRING JONES
PO BOX 620
BURGAW, NC 28425
- PROPOSED CASTIN PLACE PROP SED FLOATING DOCK
FLOATING DOCK ABUTMENT SYSTEM
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-
�Ap
207
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PRO SED
CAST IN PLACE
c` F
sa CONC TE
SLAB
_ 'EOP
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9.
3
187
E' G Lo
2
Ifl
�
CONTROL P INT
9
Et'
CONTROL POINT
IRON PIN
�`STOPSIGN
IRON PIN W/ CAP
NORTH = 306552.5
STO `-IGN
NORTH = 306540.5
EAST = 5467" -
EAST = 2354602.6
ELEV. = 9.11'
-EL-;=V.
PROPOSED
CAST IN PLACE
HANDICAP
PARKING W/ TRAILER
STALL
/- 150
LF SILT FENCE
DESCRIPTION
CORNER
S/W
CORNER
S/W
CORNER
S/W
CORNER
S/W
CORNER
RAMP
CORNER
H/( SPOT
CORNER
S/W
CORNER
ABIJNTMENT
CORNER
ABUTMENT
TOE OF
RAMP
TOE OF
RAMP
H.C. PARKING SIGN
0
It
10'
8'
H,IC PARKING DETAIL
NOT TO SCALE
GRAPHIC SCALE
30 0 15 30 60
( IN FEET }
1 inch = 30 ft.
120
SITE PLAN
SCALE 1" = 30'
/1 krepq
�'1'D08 SNDOQOSrr
gOSir
iPROPOSED RAMP FOOTPRINT
DIRECTLY OVER EX. RAMP
�419; EXISTING/14' PROPOSED
k p004
k jOgS SHDOQOsrr SNDp4 S
S SyDOQO 0 rr
11 rr sr!
SNDl9
OQOSrr
PROPOSED CAST ON SITE
PUSH SLAB, RAMP
SEE DETAIL ON SHEET C3
RAPARIAN OWNr_R
EMILY LEWIS
820 HARRELL ROAD
BURGAW, NC 28425
Sp��9
NdoQosr!
FLOATING DOCK SYSTEM
TWO ALTERNATIVES ARE SPECIFIED FOR THIS ITEM. ALTERNATE #1 THE CONTRACTOR SHALL
PROVIDE THE FLOATING DOCK SYSTE. ALTERNATIVE TWO IS THE OWNER PROVIDES THE
FLOATING DOCK SYSTEM, OWNER WILL SUPPLY HINGE ASSEBLE FOR THE CONTRACTOR TO
INCORPORATE INTO THE ABUTMENT.
ALTERNATE #1
CONTRACTOR SHALL CONSTRUCT FLOATING DOCK SYSTEM AS SHOWN ON SHEET C3
OF THESE PLANS. IF THE CONTRACTOR CHOICES TO PROVIDE VENDOR SUPPLIED DOCK,
VENDOR SHALL FOLLOW INSTRUCTIONS BELOW:
1. CONTRACTOR SHALL PROVIDE VENDOR DESIGNED FLOATING DOCK SYSTEM, PLANS AND
CALCULATIONS SHALL BE SEALED BY A N.C. REGISTERED PROFESSIONAL ENGINEER.
2. CONSTRUCTION SHALL CONSIST OF PRESSURE TREATED (NON-CCA) WOOD PER AWPA
STANDARDS.
3. PROVIDE LAMINATED SIDEWALL WITH (3) PT 2X10.
4. PROVIDE GALVANIZED STEEL CROSS BEAMS AND DIAGONAL TUBING.
5. DECKING SHALL BE PT 2X6 TIMBER DECKING OR TREX "ORGINS" DECKING (OWNER'S
OPTION) WITH 316 STAINLESS STEEL SCREWS. DECK SUPPORTS SHALL BE LAMINATED PT
2X4.
6. BOLT FASTENERS AND OTHER STRUCTURAL MEMBERS SHALL BE HD GALVANIZED.
7. PROVIDE GALVANIZED STEEL BACKING PLATES UNDER ALL ATTACHMENTS.
8. PROVIDE PT 2X4 SIDE BUMPER RAIL - ALL SIDES.
9. PROVIDE HD GALVANIZED STEEL REINFORCEMENT CLEATS, ONE SIDE AT 5' ON CENTER.
10. FLOATATION SHALL PROVIDE FREEBOARD OF 18" UNDER DEAD LOAD. OR LIVE LOAD OF
20 PSF OR A CONCENTRATED LOAD OR 300 LBS OVER A 2 SQ FT SHALL BE USED. PIER
SHALL HAVE NO MORE THAN 6 DEGREES TILT FROM THE HORIZONTAL UNDER UNIFORM LIVE
LOADING ON ONE-HALF OF THE PIER WIDTH OR UNDER A CONCENTRATED LOAD OF I300
LBS APPLIED ON ANY SIDE.
11. FLOATS SHALL CONSIST OF POLYETHYLENE FOAM -FILLED FLOAT MODULES (ROTAY
MOLDED) AND POLYETHYLENE EMPTY (BALAST) FLOATS.
12. PROVIDE GUIDE PILES ARE REQUIRED BY VENDOR'S DESIGN AND GUIDES INTEGRA, WITH
DOCK SYSTEMS.
13, DOCK SYSTEM SHALL HAVE A 3 TO 5 YEAR WARRANTY.
ALTERNATE #2
OWNER SHALL PROVIDE FLOATING DOCK SYSTEM. OWNER WILL SUPPLY CONTRACTOR AN
ALUMINUM HINGE SYSTEM TO BE INCORPORATED INTO CONTRACTOR INSTALLED ABUTMENT.
BOAT RAMP NOTES
1. CONTRACTOR
SHALL
PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK.
2. CONTRACTOR
SHALL
POUR CONCRETE RAMPS SUCH THAT ONLY A NARROW STRIP OF
CONCRETE CAN
BE PLACED AND FINISHED IN ONE OPERATION.
3. CONTRACTOR
SHALL
EXERCISE GREAT CAUTION IN THE TIMING OF HIS CONCRETE
PLACEMENTS AND
NOT
GET UNREASONABLY AHEAD OF THE FINISHERS.
4. CONTRACTOR
SHALL
BE AWARE OF HEAT AND WIND WHICH WILL CAUSE THE CONCRETE
TO SET UP QUICKLY AND
NOT ALLOW PROPER FORMATION OF THE SURFACE GROOVES,
5. CONTRACTOR
SHALL
START THE FINISHING WORK OF THE SLAB AT ONE OF THE LOWER
CORNERS AND PROCEED
UPWARD WITH THE GROOVES ORIENTED AS SHOWN.
6, CONTRACTOR
SHALL
KEEP PREPARED SUBGRADE, (UPLAND OF SECTIONS BEING POURED)
CLEAN OF DEBRIS,
ECT.
AND SHALL NOT WASTE EXCESS CONCRETE WITHIN RAMP ARREA.
7. POUR STOPS
SHALL
BE CLEAN, KEYED JOINTS PER S105.
8. CONTRACTOR
SHALL
INSURE THAT REINFORCING REMAINS WITHIN THE UPPER THIRD OF
THE SLAB.
BLUE ON H.C.
STALL SIDE
WHITE CONCRETE NOTES
' 'HITE
BLUE ON H.C.
STALL SIDE
CONTROL JOINT (3/4" DEEP W/
1 /4" PAD) 0 6' O.C.
LIGHT BROOMING
f1/2" EXP, JT. FILLER @ 48' O.C.
0 6' 3000 PSI CONC,
• � Q D p � •
COMPACTED SUBGRADE
NOTES ALL EDGES TO BE EDGED W/ 1 /4" PAD
CONCRETE SECTION
NOT TO SCALE
1. REINFORCED CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF ACI.
2. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 4000 PSI
3. REINFORCING STEEL: ASTM A615, GRADE 60.
4. MINIMUM CLEAR CONCRETE COVER ON REINFORCING:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES
CONCRETE EXPOSED TO EARTH AND WEATHER: 2 INCHES
5. DOWEL AND CONTINUOUS REINFORCING SHALL HAVE A MINIMUM LAP OF 42 BAR
DIAMETERS BUT NOT LESS THAN 12 INCHES.
6. PROVIDE AIR ENTRAINMENT 4 TO 6 PERCENT.
7. MAXIMUM SLUMP: 4" - 6" W/C (MAX.) = 0.45
8. CONCRETE FINISH: BROOM FINISHED
9. CURING COMPOUND: ANSI/ASTM C309, TYPE 1, CLASS A.
10. USE A SUPERPLASTISZER, AS REQUIRED FOR WORKABILITY, MEETING ASTM
C1017/C1017M.
11. PROVIDE FIBER REINFORCED CONCRETE FOR ALL LAUNCH SLABS. PROVIDE SYNTHETIC
MONOFILAMENT (POLYPROPYLENE) MICRO -FIBERS IN ADDITION TO REINFORCING SHOWN
COMPLYING WITH ASTM C1116, TYPE III, 1 TO 1-1/4 INCHES. BATCH FIBERS WITH CONCRETE
AT RATE OF 1.5 LBS/CY BY VOLUME.
SITE DATA
ADDRESS: 527 WHITE STOCKING EXTENTION
BURGAW, NC 28425
PIN NUMBER: 3350-2551-000
AREA = +/- 5 ACRES
ZONING = RA
DEED BOOK 419/472
TOPOGRAPHIC AND HYDROGRAPHIC SURVEY PREFORMED BY
THE ENGINEER ON APRIL 5TH AND 7TH,2011 AND REPRESENT
CONDITIONS AT THAT TIME.
HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988
(NAVD88)
BUA DATA
EXISTING BUA
PARKING AREA = 19 748 SF
i.
4
x.
� 4 S
.a
SAWPIT
r` LADING
f _ 3
BUGAW, �, 3
N C _
.. M
SF
ABUTMENT = 11163 SF VICINITY MAP
TOTAL = 21,109 SF NTS
PROPOSED BUA =
PARKING AREA = 17,530 SF
RAMP = 1685 SF
SIDEWALK = 915 SF
APPROACH RAMP = 285 SF
H/C PARKING SPOT = 400 SF
ABUTMENT = 80 SF
TOTAL = 20,895 SF
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSPECT SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
RAINFALL EVENT AND REPAIR IMMEDIATLY. REMOVE SEDIMENT, AND RESTORE THE TRAP
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF
THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN
DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE GRAVEL FACING THAT IS
IMPAIRED BY SEDIMENT
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR
REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
5. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (J" OR GREATER)
RAINFALL EVENT. CLEAR THE WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR %DERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
EROSION CONTROL NOTES
1. ANY CONSTRUCTION ACTIVITY BEYOND THE 1.6 ACRE UMITS SHOWN ON THE PLAN .S A
VIOLATION OF THE STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO nNFc_
2. CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN ROAD RIGHT OF
WAYS UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS,
EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC MATERIAL OR ANY OTHER
UNSUITABLE MATERIAL WITH IN THE LIMITS OF CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY UNSUITABLE SOILS.
5. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIALS SHALL BE REMOVED FROM
THE SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. THE CONTRACTOR SHALL FURNISH ANY REQUIRED BORROW MATERIALS FROM A
PROPERLY PERMITTED OFF -SITE FACILITY.
7. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS OF
COMPLETION OF GRADING. STABILIZE AREAS OTHER THAN SLOPES WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 3: 1.
10. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
11. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 CA-- DAR DAYS,
ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED.
RECEIVED
JUN 0 6 2012
DCM-MHD CITY
LEGEND
EXIST. SPOT ELEVATION V5
20.0
PRO. SPOT ELEVATION
SILT FENCE
DRAINAGE RUNOFF FLOW -�-�-
LIMITS OF CONSTRUCTION
CURSHER RUN SURFACE
CONC. PAVEMENT
EDGE OF WOODS
TOP OF BANK
EDGE OF WATER
EDGE OF GRAVEL
° d
° e
EOWDS
TOB
EOW
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004-020

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206
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Km o�a"Coll'°am
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
18A
9,56
E❑P
i
2 7
�EOC�
40
CAT IN PLACE
CO CRETE SLAB
I
7 62
228 i
E❑G 6.12
2 9 3M❑KS12186 NORMAL WATER LEVEL 3,2FT���9
6 8 N c��Og SN 0
I �°4os 11
27 ll
3.21 i
E ❑ Wes— TURF REINFORCEMENT AT
1 LANDLOK 450 BY PROP X
8.0 OR EQUIVILANT
T ❑B +/- 327 SF
I
FL❑ATIN DOCK
4,311
0
ex,DPCK
223
4,02 Q
RAMP II El RAMP <D❑C
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< 225 < I
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CAST ON SITE 1 Sll
CONCRETE PUSH SLAB
TURF REINFORCE ENT MAT
LANDLOK 450 BY�PROPEX r
_ OR rQUIVILANT v
1 +/- 325 SF
8 �
F- B A4 CIS
7-< < `
,� 9
EX, GRAVEL PARKING < all
:lR❑P❑SED 7,5" DE ----
REINFORCED
AST IN PLACE CC',
EXISTING GRAVEL
DRIVE
EXISTING GRADE -
-t10'
*5'
0'
-5'
(Y' W
EX, GRAVEL & DIRT LARKING
roc
B -LARDS
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< ,
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NORMAL WATER (EVEL 3,2FT
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VIEW —
BEAT
RAMP
S ALE 1'
= 10'
52,E
-
-
o7,5
CAST IN PLACE
CONCRETE BOAT RAMP
==-PC ED
CAST-❑N-SITE
PUSH SLAB BOAT
RAMP
15.0
37,
APR❑N
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CONCRETE
APPROACH
0 o wI
ARC LE 11,1'
w
7
CONCRETE
ABUTMENT
TOP OF SLAB
= ,6'
nli,l
8' L X 8'
W X 3 5'
EXISTING CHANNEL
_
+10'
-
--
—
N❑RM
L WATER
+5'
LEVEL
3,
_
0'
18" MIXED STONE
ot
,lll—i"
-5'
-
SEE DETAIL SHEET C3
/
-10'
LIMIT L= EXISTINC
_ / NORMAL.
WATER LEVELS OBTAINED FROM THE
RAMP
USGS SURFACE
WATER GAGE LOCATED AT NE
CAPE
FEAR
IVER/HWY 53 GAGE, LEVELS WERE
INTERPOLATED
TO THE SUBJECT SITE,
1, HIG
MONTHLY MEAN (1999) = 5,9'
2, WATER
LEVEL ON 4/28/11 = 2,2'
3, L❑
MONTHLY MEAN (2002) = 1,3'
ALL E
EVATI❑NS ARE NGVD29
X SECTION — 30AT RAMP
SCALE - = 10'
10'
CONC. PAVEMENT
�a
a Qa a
a
EDGE OF WOODS
EOWDS
TOP OF BANK
TOE
EDGE OF WATER
EOW
EDGE OF GRAVEL
EOG
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004-020 3

CONCRETE APPROACH
(SITE SPECIFIC)
#4 REBAR 1' ❑,C, (BOTH WAYS)
ADD WD-IN INSIDE CORNER BRACKET
TO FIRST FL❑ATING DOCK SECTION
#4 REBAR 1' ❑,C, (BOTH WAYS)
4"
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4"
16"
SEE SITE PLAN
NOTES
1, ALL DOCK HARDWARE TO BE HOT DIPPED
GALVANIZED STEEL EXCEPT AS NOTED BELOW
2, CONNECT FLOATING UNIT TO ABUTMENT
WITH
3/4' STAINLESS STEEL HEX HEAD BOLTS
AND NYLON LOCK NUTS
3, WD-TM SINGLE "T' MALE CONNECTORS ARE
TO BE PLACED ON THE CONCRETE ABUTMENT
WD-TF SINGLE 'T' FEMALE CONNECTORS
ARE TO BE PLACED ON THE FL❑ATING DOCK
SECTION AS ILLUSTRATED,
4, THE WD-TM CONNECTORS SHOULD BE ATTACHED
TO THE ANCHOR DOLTS ON THE ❑UTSIDE OF
FORM WORK TO ENSURE FIT AFTER FORM REMOVAL,
5 AN INTERNAL VIBRATOR SHOULD BE USED TO
CONSOLIDATE C❑NCRETE,
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, PR❑VIDE A BROOM
FINISH ON TOP SURFACE,
8, PLACE 3/4'X 3/4' CHAMFER STRIPS INSIDE
THE FORM WORK S❑ THAT THE FOUR VERTICAL
CORNERS AND THE TWO H❑RIZONTAL TOP EDGES
ARE CHAMFERED, 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 F-L_❑ATING DOCK
SCALE NTS
ADD VERTICAL PIECES OF REBAR
AT EACH INTERSECTION AROUND
THE PERIMETER,
1/2' DIA, GALVANIZED
STEEL ANCHOR BOLT
NOTE:
SUPPORT LOWER REBAR
GRID WITH CONCRETE
CHAIRS
NOTE
REBARS NOT SHOWN
IN THIS VIE�v
r
$.
FOLI,ANSBEE PART
WD-TM SINGLE 'T' —
/ MALE OR EQUIVALENT
ANCHOR BOLT DETAIL
L
�18"----� Lr
CONCRETE ABUTMENT
SCALE NTS
NCWRC TY Push Slab des
PLAN VIEW
SIDE VIEW
2�
0
3/4'x 3/4'
CHAMFER STRIPS
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 F❑LLANSBEE 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" r�f16' ❑,C, ___f4-3/8" 16'
24�
2'x 6' WHALER TYR
CONNECT WITH
16d FORM NAILS
OR
3'x 5/16' BOLTS
F❑LLANSBEE PART WD-TM SINGLE 'T'
MALE OR EQUIVALENT, EXTEND 1/2'
ANCHOR BOLTS THROUGH FORMS, AND
FASTEN TO FORM WITH FLAT WASHERS
AND 1/2' PJUTS,
2'x4' STUDS
116" ❑,C, FROM CENTERLINE
REUSABLE C❑NCRETE FORMS
-
SCALE NTS
E, MALE -/FEMALE CORNER BRACKETS
ARE USED AT THE OUTSIDE CORNERS
OF AJOINING FLOATING SECTIONS,
STA':"4DARD ❑UTSIDE CORNER BRACKETS
ARE USED ON THE LAST FL❑ATING
SECTION OF EACH DOCK.
NOTE, FL❑ATING UNIT WHICH ATTACHES
TO CONCRETE ABUTMENT SHALL BE
MODIFIED AS ILLUSTRATED BELOW.
BRACKET (MALE)
BRACKET (FEMALE
UTSIDE CORNER BF
-L_❑ -- �G DECK C❑NNECTI❑N DETAILS -
SCALE NTS
JITUDINAL BARS = #7's
VSVERSE BARS = #4's
4,5' CHAIRS UNDER THE #7's
END VIEW
7 c
- 14'
USE A GROOVING TOOL TO PLACE 2' GROOVES AT A 45 DEGREE ANGLE DOWN THE _ IGTH OF THE R
USE AN EDGE TOOL TO REDUCE CHIPPING AND SPOILING. -',---
EXTEND #7 REBAR PAST THE FORM 1' IN ORDER TO GIVE 'POURED ON GRADE' SLABS POSITIVE AT
POUR SLAB ON LAND PARALLEL AND IN LINE WITH THE PROPOSED LOCATION, AFTER =TYING C❑NCRET= -_-_
FOR 21 DAYS, PUSH IN WITH A DOZER) CAT D6 OR EQUIVALENT.
IN PLACE LOCATION SHOULD LEAVE ENOUGH OUT OF WATER TO POUR THE NEXT SEC :]N WITH❑UT WE"
CONCRETE TOUCHING THE WATER,
PROPER SLOPE IS 14% -- _
PROPER BASE FOR SLAB IS 1' OF SMALL RIPRAP OR SURGE STONE COVERED BY 6' - #5, #57, OR #4
PUSH SL-A- -SIGN
SCALE
1'-6" X 0.080 STD ALUM
HANDICAPPED PARKING SIGN TO REND
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO \AD.
0
POST W/%"CADMIUM PLATED NUTS.
BOLTS AND WASHERS.
-I
RESERVED
❑
= PARKING
9" x 1'-0"x 0.080 STD ALUM. SIGN TO READ
c-
"VAN ACCESSIBLE". BOLT TO WD. P)ST
WITH 3f;"CADMIUM PLATED NUTS, BC_TS
O
AND WASHERS.
9" X 1'-O" X 0.080 STD ALUM. SI(N TO READ
0
12"
"MAXIMUM PENALTY $250". BOLT TO WD.
d
POST WITH %"CANDIUM PLATED NU1S,
a
BOLTS AND WASHERS.
GALVANIZED 2/LBS/FT U-OAANNEL POST
FINISHED
GRADE
3/8" 1-1 /2" R 3/8" 1-1/2" R
(Typ) (om) (TYP) (�)
MAXIMUM
PENALTY = VAN _
$250 CCESSIBL III —III_ Z
o. �12..
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN I —III —I (—_—_-
BACKGROUND - WHITE BACKGROUND - WHITE II —III —III —III
TYPICAL_ HANDICAL =CA DETA-_
FASTEN STRINGERS TO INSIDE J❑ISTS WITH
J JC Y JC 1.J
EPS FLOATS
GALVENIZED NAILS
W❑❑DEN F-L_❑A- . -CK
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AeRIC ACT
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LOAT
--TAILS
� SYN�N�TOST �TYw
FABRIC
a
ISOMETRIC ��II
SILT FENCE DETAI
NO- -_ - AL=
SEE DWG, 3,4
FOR SCHEMATIC
TEN 2' X 6" 's
PERIMETER BAND
H 8d NAILS
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JMNCL
004-020